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HomeMy WebLinkAboutPLANS Remodel 751 Big Horn Dr 2023-07-14MOUNTAIN VIEW RESIDENCE ADDITIONS 751 Big Horn Dr Estes Park, CO 80517 ©2023 Interstice Architectural Studio, LLC Site Plan Scale: 1" = 10'-0"plan true 0 5 10 15 20 A1 Title Sheet and Site Plan A2 Select Demolition Plans A3 Lower Level Floor Plan A4 Main Level Floor Plan A5 Upper Level Floor Plan A6 Roof Plan A7 Openings and Building Thermal Envelope A8 Exterior Elevations A9 Exterior 3D Views A10 Building Sections A11 Wall Section A12 Stair Sections A13 Kitchen & Laundry A14 Power and Lighting Plans S1 Foundation and Main Floor Framing Plans S2 Upper Floor and Roof Framing Plans Sheet IndexPermit Information APPLICABLE CODES: 2015 International Residential Code (IRC) 2020 National Electric Code (NEC) MUNICIPALITY:Town of Estes Park PARCEL #: 3524305011 SCHEDULE:0524301 LEGAL DESCRIPTION:LOT 11, MOUNT VIEW PARK, EP LOT AREA: 13,724 sf = 0.32 Acres ZONING CLASSIFICATION: E-1 Estate Setbacks 25'-0" all sides Maximum Height 30'-0" Minimum Building Width20'-0" OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - not-sprinklered FLOOR AREA: Lower Level (Garage, Existing) 275 sf Main Level Existing 800 sf NW Addition 137 sf East Addition 75 sf South (fireplace) Addition 9 sf Total Main Level Conditioned 1021 sf Main Level Deck Existing (20 sf becomes interior) 50 sf Addition 152 sf Total Deck Area 192 sf Upper Level Existing 323 sf NW Addition 137 sf East Addition 114 sf Floor Patching Near Stairway 7 sf Total Upper Level Conditioned 581 sf TOTAL CONDITIONED AREA 1602 sf BUILDING HEIGHT: Approx 25'-2" (highest ridge above exist North grade) Approx 28'-1" (East gable ridge above driveway) FEMA FLOOD ZONE:X - Area of Minimal Flood Hazard STRUCTURAL DESIGN CRITERIA: Project Elevation: 7732' Ground Snow Load (Pg): Tabular: 60 psf at 7000'; 70 psf at 8000' Interpolation: 60 + 10x0.73 = 68 psf Roof Snow Load: Importance Factor (Is) = 1.0 Exposure Factor (Ce) = 1.0 (Exposure C) Thermal Factor (Ct) = 1.1 (Heated Structure) Pf = 0.7 x Ce x Ct x Is = 0.77 x 68 psf = 53 psf Sloped Roof Load (Ps) - low slope No reduction taken Roof Dead Load (no solar anticipated this project): 15 psf Floor Live Load: 40 psf Floor Dead Load (no concrete): 10 psf Deck Live Load (no hot tub): 66 psf Deck Dead Load: 10 psf Wind Speed: 175 mph Exposure C Altitude Correction Factor: 0.81 Seismic Design Category: B Minimum Roofing Classification: Class B Class B roof & ice barrier: Required Assumed Soil Bearing Pressure: 2,500 psf THERMAL ENVELOPE: See Sheet A7 for envelope areas and insulation values Project Narrative The original cabin was built in 1927 with at least one addition in the intervening years. The proposed additions illustrated herein add approximately 43% more floor space and approximately 3.8x as much deck area. The northwest addition includes a new Laundry room on the main level and a third Bedroom on the upper level. The east addition expands the Kitchen and Dining rooms on the main level and expands two Existing bedrooms on the upper level. Through remodeling, a Bathroom is added to the upper level (currently there is only one bathroom and it is on the main level). Although the existing upper level floor plate is left largely intact, the existing upper level vaulted roof is to be removed completely and replaced with a new trussed roof structure approximately 5'-0" higher than the existing. All new construction is conventional wood framing on concrete spread and pier foundations. The project includes significant replacement of existing plumbing, and electrical systems. The existing furnace is to be maintained with the addition of air conditioning. The existing furnace is oversized and adequate to serve the expanded cabin. E-1ZONE RMZONE E-1ZONE E-1ZONE BI G H O R N D R BIG HO R N D R Privat e D r i v e Existing shared driveway Existing Driveway Unincorporated Larimer County Existing House Proposed Addition Proposed Addition 25'-0" setback 25 ' - 0 " s e t b a c k 25 ' - 0 " s e t b a c k 26'-7" proposed 50 ' - 0 " p r o p o s e d Extent of existing deck Proposed deck expansion Rip-Rap - min 2-layers 3"ϕ rocks in 6" deep geotech fabric lined recess - 6'-0" long, taper from 2'-0" to 5'-0" wide Daylight foundation drain east of proposed foundations FDFD FD Proposed air-conditioning condenser on leveled pad 14 ' - 0 " 10'-2" 5'-0" 10 ' - 6 " 25'-0" s e t b a c k 26'-7" p r o p o s e d 58 ' - 9 " p r o p o s e d Fireplace enclosure addition General Contractor Structural Engineer Jason Remmerde (970) 290-1290 PO Box 2143 remmerdeconstruction Estes Park CO 80517 @gmail.com SKYPOND ENGINEERING Matthew Khachaturian, PE 312 E Elkhorn Ave Estes Park, CO 80517 Architect INTERSTICE ARCHITECTURAL STUDIO Joe Calvin, AIA (970) 420-8264 PO Box 155 joe@intersticearch.com Estes Park, CO 80517 (504) 940-8278 mtk@skypond engineering.com Mechanical Design VORtech Services LLC Vance Richardson Loveland, CO (970) 691-3134 v3033@comcast.net Owner Richard & Marcia Prendergast 4521 Savino Dr Plano, TX 750937036 (972) 310-0055 richprendergast9@gmail.com Color Legend In these drawings colors represent... Demolition New Construction Items that have no color represent existing conditions to be maintained. Furniture and Appliances by Owner - Not In Contract General Notes 1. Provide temporary building and site barricades where and when necessary. 2. Provide temporary enclosure for security and weather resistance. 3. The Contractor shall be responsible for legally disposing of all removed items and materials not to be reused or returned to the Owner. Contractor shall clean-up work premises each day and thoroughly clean at completion of work 4. Contractor shall protect all adjacent improvements/properties from damage. Any disturbed areas shall be restored to a minimum of their original condition. 5. Conditions depicted on these drawings have been compiled from available information and must be verified with on-site conditions. Notify Architect of any discrepancies between these drawings and the actual conditions. Small adjustments to deck plan, railing and opening dimensions may be required - field verify all dimensions prior to fabrication and orders. 6. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 7. All weather-exposed surfaces shall have a weather-resistive barrier to protect the interior wall covering and exterior openings shall be flashed in such a manner as to make them weatherproof. 8. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 9. The Contractor shall obtain all necessary permits to complete the proposed work and shall comply with all local, state, and federal regulations. 10. All materials and construction shall be completed in accordance with the requirements of Town of Estes Park and the 2015 IBC. 11. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 12. Provide blocking in all walls as required for door stops, fixtures, accessories, cabinetry and shelving (including shelving by Owner) - verify locations with Architect prior to drywall. Blocking to be 2x8 Douglas Fir lumber. 13. Provide new portable fire extinguishers, ABC type 10lb in wall brackets mounted no more than 48" aff. Refer to Floor Plan for Location 14. Existing building address numerals to be reviewed and approved by the Fire Authority. 15. Electrical systems beyond the design provided on Sheet A8 of these drawings shall be design-build. Document allowance for lighting fixtures to the Owner in Bid. All new exterior fixtures shall bear the Seal of Approval from the International Dark-Sky Association. 16. Existing information indicates no presence of asbestos or other hazardous materials. In the event that such materials are discovered, the Contractor shall abide by all abatement laws and codes as an equitable scope change is negotiated. See Asbestos Inspection Report #6509.20 by Century Environmental Hygiene dated July 9, 2020. 17. Refer to Sheet A14 for the location of new 10-pound ABC-type fire extinguishers. Documents and Resources are available on the project web site… http://www.intersticearch.com/prendergast/ Electronic Documents Vicinity Map Estes Park, Colorado Not to Scale north 12'-0"10 ' - 0 " Proposed concrete patio on grade with privacy fence north & east 36 36 34 34 Project Site 751 Big Horn Dr B i g H o r n D r Big H o r n D r Mummy M a c G r e g o r A v e W Wonderview Downtown Estes Park Foundation drain - re: details Sheet S1 New sewer cleanouts Exist Shed 7/6/23 Sheet Number A1 Joseph E Calvin Date Sheet Title Title Sheet and Site Plan June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X Exiting retaining wall below deck Re v i s i o n 1 – 7 / 6 / 2 3 SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 07/14/2023 I-CODES 2015 23-EP-00296 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION Main Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Lower Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Roof Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Upper Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Lower Level Demolition 3D View Not to Scale no r t h Main Level Demolition 3D View Not to Scale no r t h Upper Level Demolition 3D View Not to Scale no r t h Roof Demolition 3D View Not to Scale no r t h 5' - 0 " 3' - 2 " ± 8" 4" 3½" 1' - 1 0 ½" 1'-4"2'-0" Sawcut opening in exist concrete wall for crawlspace ventilation Sawcut 12" tall opening in exist concrete wall for plumbing routing Sawcut 42" tall opening in exist concrete wall for access & ductwork Sawcut opening for beam pocket Temporarily remove existing overhead door and track - retain for reinstallation - provide temporary closure and security Completely remove garage door header and lean-to roof avove Maintain existing electric panel Remove concrete window well wall Remove window infill construction Maintain bathroom window remove all other windows 5' - 9 " 7' - 6 1 / 4 " 1'-3"10'-0" Remove lean-to roof over east end of garage Remove east wall of kitchen 3'-0½"1'-8½" Maintain Remove portion of north kitchen wall - maintain (1) top plate Remove all existing windows except for bathroom Remove existing shaft enclosure 8'-1" Remove shelving and retain for reinstallation Remove existing stairs Remove below-stair walls Completely remove existing deck Remove all existing windows except for bathroom Completely remove east wall of dining room Remove front door 5½"1'-8½" Create opening in wall for new stud pack Remove exist closet doorRemove all existing windows except for bathroom Remove surrounding wall to accommodate new window header and king/jack studs Remove all existing windows except for bathroom Remove all existing siding Remove back door Remove portion of wall adjacent to door Remove electric panel, meter and mast - retain for reinstallation Remove all existing windows except for bathroom Remove side door 4'-0"7'-4" Remove portion of south wall Remove all exist siding 6' - 9 " 8¼" 2' - 6 " 10¾" Carefully remove portions of existing floor Completely remove high roof Completely remove upper level exterior walls Remove upper level interior closet walls - not shown Remove all existing windows except for bathroom Remove all existing windows except for bathroom Completely remove upper level exterior walls Completely remove high roof Remove gable roof and kickers over side door Remove portion of existing lower roof to accommodate new construction Remove portions of west-side roof to accommodate new constructon Remove carpet, but maintain majority of exiting floor structure Verify existing floor openings with new shaft location General Notes 1. Provide temporary structural support for existing roof and floor structure where existing structural elements are to be demolished or modified. 2. Provide temporary building and site barricades where and when necessary. 3. Provide temporary enclosure for security and weather resistance. 4. The Contractor shall be responsible for legally disposing of all removed items and materials not to be reused or returned to the Owner. 5. Contractor shall protect all adjacent improvements/properties from damage and erosion. Any disturbed areas shall be restored to a minimum of their original condition. 6. All free standing furniture to be removed by Owner prior to demolition. 7. Conditions depicted on these drawings have been compiled from available information and must be verified with on-site conditions. Notify Architect of any discrepancies between these drawings and the actual conditions. Beginning of work by Contractors indicates acceptance of all readily visible existing conditions. 8. Existing information indicates no presence of asbestos or other hazardous materials. In the event that such materials are discovered, the Contractor shall abide by all abatement laws and codes as an equitable scope change is negotiated. 9. Coordinate all utility shut-off, security, and temporary weather protection with the Owner. Maintain access to non-work areas. Provide tenting, barricades, etc to protect surrounding conditions to remain from construction activity. 10. Contractor shall clean-up work premises each day and thoroughly clean at completion of work. Remove existing door and return to Owner Remove approximately 6" of wall to allow door to be reinstalled 3" south Temporarily remove water heater and furnace to allow for demolition of concrete pad below - retain & reinstall 1 July 6, 20231 Provide temporary structural support for beam and floor above, and remove existing timber posts Remove existing elevated concrete platform (elevated approx 24" above garage slab) Sawcut and remove concrete floor slab immediately adjacent to elevated platform - cut edges to be offset 12" both north and east of existing post centerline 1 1 7/6/23 Sheet Number A2 Joseph E Calvin Date Sheet Title Select Demolition Plans June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X REVIEWED BY SAFEBUILT 07/14/2023 Lower Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Lower Level 3D View Not to Scale no r t h Addition Crawlspace Shallow Crawl Space New concrete deck piers re: Structural Deck and house pier footing forms - re: Structural Reinstall existing garage door Create pocket in wall for new beam - re: Structural New concrete deck pier re: Structural 8"9'-6" 3' - 6 " 5½" 14 ' - 0 " 2'-9½" VIF 8" 5'-0"W x 2'-6"T sawcut opening through exist concrete wall for ducts and access - New crawlspace access panel - See Sheet A7 - Infill wall around new ductwork with 2x4 framing and ½" gypsum board on Garage side - see General Note #13 - fire block and fire caulk around duct penetration 8"W x 8"T sawcut opening through exist concrete wall for plumbing - fireblock Garage Exist electric panel - maintain min 30" clearance Shallow Crawl Space Install ⅝" typeX gypsum board on garage ceiling (new & exist framing) extend south to new wall, but not over shallow crawlspaces - re: General Note #12 this sheetInstall insulation on face of new concrete foundation re: Wall Sections Install 10-mil vapor barrier below new floor structure and insulation New fireplace foundation - re: Structural General Notes 1. All work shall comply with governing codes for construction including the 2015 IBC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. All interior walls to be framed to structure above except where otherwise noted. 5. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 6. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 7. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. 10. All new cabinetry is to be provided and installed by Owner. GC assist Owner is moving units into cabin. 11. Provide sound batt insulation at all bedrooms and bathroom walls, and interior floors and ceilings. Install thermal batt insulation at exterior walls, roofs and floors over unconditioned space. Refer to thermal envelope requirements on Sheet A7. 12. Fasten ½" gypsum board to north side of new wall at south side of garage with min gypsum board nails 0.086"ϕ x 1⅝" long with 9/32" heads at 8"oc along studs at 16"oc. Fasten ⅝" typeX gypsum board to entire ceiling of garage with 1 7/8" long 6d coated nails or equivilatnt drywall screws at 6"oc along floor/ceiling joists. 1 A10 1 A10 3 A10 3 A10 20 1 New 2x4 at 16"oc framed wall with ½" gyp bd on north face - re: General Note #12 this sheet - Specific wall dimensions to be determined in the field in relation to existing rock conditions 1 July 6, 20231 1 8"x14" Crawlspace ventilation opening through rim joist above - see also Sheet S1 Sawcut opening in exist concrete wall for ventilation opening 1 1 1' - 0 " 1'-0" 4' - 1 0 " ± 6'-10"± 2'-1"±3'-9"± (2) new 3" sched-40 adjustable height steel posts - install mfgr base plate per mfgr instructions - install ½" steel plate cap providing bearing surface equivalent to exiting posts below beam above - review installation in field with Structural Engineer Reinstall existing water heater and furnace - supply new water heater spill pan - note that water is electric and furnace has sealed combustion chamber New 10" thick pad footing/ elevated slab for plumb/mech equip - top of slab to be 6" above surrounding exist slab - reinf with #4 8"oc each way mid depth Fire stop and fire caulk around existing duct work at penetration of new wall 22 21 New Shaft above Existing mechanical shaft - firestop openings around ductwork & plumbing (3) new fire-rated crawlspace access panels - see Sheet A7 Infill opening in concrete wall 7/6/23 Sheet Number A3 Joseph E Calvin Date Sheet Title Lower Level Floor Plans June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X UNVENTED CRAWL SPACES ARE REQUIRED TO BE VENTED BY MECHANICAL MEANS BY ONE OF THE METHODS PRESCRIBED IN R408.3(2) REVIEWED BY SAFEBUILT 07/14/2023 MANUALS J,D,&S ARE TO BE ON THE JOB SITE AT THE TIME OF INSPECTION. 12 ' - 6 " 10 ' - 0 " 12 ' - 6 " 23'-3"3 1/16" 12 ' - 6 " 12 ' - 0 " Main Level 3D View Not to Scale no r t h Main Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 1 2 3 4 AB C D E F G J H I Maintain existing bathroom window 5 7 4' - 9 " 3' - 0 " 4' - 9 " 3' - 0 " 3' - 2 " 7' - 1 0 " 5½"2" Relocate electric meter New concrete pad DW Frig Oven & Micro Bo o k S h e l f by O w n e r 6' - 0 " 6' - 0 " 6' - 0 " 2¾" 9¾" 9¾" 4' - 1 ¼" 4' - 1 ¼" 2' - 8 " 3½" 3½" 4' - 3 ½" 4' - 2 ½" 3' - 2 " 4' - 2 ½" 2" 3'-4"8'-8½"5½" Laundry Kitchen DiningBedroom Bathroom Living Room Deck 2' - 0 " Fireplace Elevation1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Existing door opening Coordinate new outlet location with Owner Pine paneling to match existing4x8 x 5'-8" pine mantel with ½" radius corners and sanded top, bottom & return edges Infill existing Opening patch wall finishes New window F E 1'-0" typ 2' - 3 ¾" 1' - 2 ½" Stone veneer to (product to be selected by Owner) (4) 18"sq porcelain tiles product by Owner Repurpose existing switches to power fireplace & mantel outlet 1 A4 Heat&Glo 6000 CLX gas fireplace Heat&Glo 6000 CLX gas fireplace coordinate options/finishes with Owner Stone veneer 10 98 A13 5 A13 6 A13 312 A13 4 A13 7 A13 10'-2" 3' - 6 " 1'-1⅛"3"4'-2¾"5'-2⅝"3'-0½"3'-7"2'-9"4½"3'-11 5/16"2'-1 3/8"4'-1 5/16" 20'-6 1/2" 14 ' - 0 " 3' - 1 ½" 4 1 3 / 1 6 " 4' - 1 1 5 / 1 6 " 4 7 / 8 " 3' - 1 ½" 2'-9½" 2'-9" 1' - 2 " 1' - 1 0 ½" 1'-0½"3'-2"3" 1½" 5' - 8 ¾" 11'-0" 4'-6¼"6'-5¾" 3'-3½"7'-8½" 3' - 2 ½" 2' - 6 ¼" 4 A12 1' - 0 " 4' - 0 ¾" 1' - 3 " 3' - 2 " 6" 10 ' - 5 ½" 18 ' - 0 " 2'-0"3'-0" 7'-7"1'-4¼"1'-4¼"3'-0"2'-3 1/2"3'-0"4'-8" D W Frig below 1' - 0 ¼"± 3'-4"3½" Frost-proof hose bid (drainable) extend back into wall below countertop - see 1/A13 Frost-proof hose bid (drainable) extend back into fireplace enclosure New jack studs and structural header above new door 12" deep multi-tier shelving - see section 2/A12 General Notes 1. All work shall comply with governing codes for construction including the 2015 IBC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. All interior walls to be framed to structure above except where otherwise noted. 5. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 6. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 7. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. 10. All new cabinetry is to be provided and installed by Owner. GC assist Owner is moving units into cabin. 11. Provide sound batt insulation at all bedrooms and bathroom walls, and interior floors and ceilings. Install thermal batt insulation at exterior walls, roofs and floors over unconditioned space. Refer to thermal envelope requirements on Sheet A7. 8" 3'-0" 1'-2½" 3½" 5' - 9 " 1'-0" 4'-7½" 3½"3'-4" Downspout Downspout Downspout below Decking - Trex Select Pebble Gray 1 A11 4 A10 4 A10 2 A10 4 A10 2 A12 6 1 A10 1 A10 3 A10 3 A10 Supply duct riser in back corner of cabinet stud p a c k (3)2x 4 st u d p a c k (3) 2 x 4 stud pack(4)2x4stud p a c k (4)2x 6 Attic access panel abovestud pack(4)2x4 stud p a c k(5)2x4stu d p a c k (3)2 x 6stud pack(3)2x4Studpack notation added to this sheet 1 July 6, 20231 7/6/23 Sheet Number A4 Joseph E Calvin Date Sheet Title Main Level Floor Plan June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X 5½" 3'-5½" 3½" 4'-2½" 3½" 1'-0" 4' - 6 ½" WATER HAMMER ARRESTORS ARE TO BE USED ON ALL APPLIANCES WITH QUICK CLOSING VALVES. SMOKE DETECTOR ARE TO BE IN EACH SLEEPING AREA AND OUTSIDE OF EACH SLEEPING AREA AND WITH IN 15' OF EACH SLEEPING AREA SMOKE DETECTORS ARE NOT TO BE WITH IN 3' OF A BATHROOM. CARBON MONOXIDE DETECTOR ARE TO BE OUTSIDE OF SLEEPING AREA AND WITH IN 15' OF EACH SLEEPING AREA. PRESSURE TEST REQUIRED FOR DWV AND WATER REVIEWED BY SAFEBUILT 07/14/2023 AREA UNDER DECK IS TO BE LANDSCAPED WITH NON-COMBUSTIBLE MATERIALS. Upper Level 3D View Not to Scale no r t h Upper Level Floor Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 10 11 12 13 14 R K L M N O P Q 5½"5'-9½" 3½" 3'-0" Wall Recesses See Elevation 10'-2" 9'-0" 2" 20'-6 1/2" 22 ' - 9 ½" 5½" 9' - 9 " 3½" 2' - 0 " 9' - 1 0 " 5½" 11 ½" 1' - 4 " 5' - 6 " 1' - 4 " 6' - 9 ½" 3' - 0 " 3' - 1 0 ½" 21'-2"9'-6 1/2" 14 ' - 0 " 12 ' - 3 ½" 3'-7"3'-0"3'-5" 5' - 5 ⅝" 3' - 0 ¾" 5' - 5 ⅝" 15 4'-0"2'-0" 3"5½" 2' - 2 " 3½" 2' - 9 " 6½" 3' - 1 " 9½" 3' - 1 " 6' - 6 " 3' - 0 ½" 3½" 5' - 1 " 3½"5¼"3'-0" 3'-8" 3½" 2'-2" 6" 1' - 0 ½" 5½" 2'-8"2'-2¾" 3½" 2'-8"4'-3"5½"2'-2¾" Queen Queen Twin Twin NW Bedroom Bathroom NE Bedroom SE Bedroom Hall StairRoof Overframe Void Space 4'-0" 5'-2" 4'-0¼"2'-2"2'-0¾" 1' - 8 " 2'-0" 4' - 0 " (2) 16" wide recesses into wall for Woodbridge SWS1620D soap/shampoo shelving Rain head extending from wall behind Porcelain tile around tub - product, size, pattern to be selected Jacuzzi PD43000 21"x31" recessed medicine cabinet - insulate behind w/ 2" R10 rigid insul Hand towel hook 9" deep x 30" tall cabinet by Owner 1 A5 Rain head, adjustable head bar, and tub spout - thermostatic temperature valve & (3) volume control valves Light fixture to be selected by Owner 1" 1" 2 A12 6" 1' - 8 " 1' - 9 " Cast Iron bathtub General Notes 1. All work shall comply with governing codes for construction including the 2015 IBC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 3. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 4. All interior walls to be framed to structure above except where otherwise noted. 5. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 6. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean and provide backer rod where needed. 7. Provide min 2x8 blocking in framed walls for countertops, cabinetry, fixtures, shelving brackets, accessories, and door stops. 10. All new cabinetry is to be provided and installed by Owner. GC assist Owner is moving units into cabin. 11. Provide sound batt insulation at all bedrooms and bathroom walls, and interior floors and ceilings. Install thermal batt insulation at exterior walls, roofs and floors over unconditioned space. Refer to thermal envelope requirements on Sheet A7. Partial height wall 5½" 3½"Downspout Downspout Downspout Downspout 3'-8" 3½" 4'-11" 1 A11 4 A10 4 A10 2 A10 4 A10 Living room roof access panel below window 1 A10 1 A10 3 A10 3 A10 7/6/23 Sheet Number A5 Joseph E Calvin Date Sheet Title Upper Level Floor Plan June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X 3'-4" 3½" 3'-6" Cabinetry by Owner Bathroom North1Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0" REVIEWED BY SAFEBUILT 07/14/2023 Roof and Exterior Finish 3D View Not to Scale no r t h Roof Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 General Notes 1. Roofing shingles shall be Owens Corning TruDefinition Duration Slatestone Gray fiberglass-based asphalt shingles with 10-year warranty - Class A fire- resistant. Install over ProArmor, DeckDefence, RhinoRoof or other manufacturer recommended underlayment materials. Install self-adhesive Grace Ice and Water Shield barrier at porch roofs, eaves and areas of over- framing. 2. All ridges are to be continuously ventilated. Ventilate eaves between exposed rafter tails - refer to wall sections on Sheet A11. 3. All valleys are to have min 36" wide prefinished metal flashing extending minimum 18" up both side of valley above underlayment and below shingles. Back with self-adhesive (self-healing) membrane (ice & water shield). 4. All roof flashing, gutters, and downspouts shall be prefinished metal. Provide samples for approval prior to ordering. 5. All roof penetrations shall be completed prior to roofing installation and sealed watertight. Coordinate with Mechanical and Plumbing Contractors for additional locations and penetrations. 6. Provide 2x6 blocking at unsupported edges between trusses, at roof drains, roof vents, roof curbs, etc as required. Electric utility mast Ridge - ventilated Ri d g e - v e n t i l a t e d Ridge - ventilated Ridge Prefinished metal gutters and downspouts Prefinished metal gutters and downspouts Valley V a l l e y V a l l e y Valley Entire roof - new and existing to receive new roofing shingles and underlayment per General Note #1. Green shading this plan indicates new roof construction (rafter, over-framing, decking) below. 3:12 slope cricket Hip R i d g e Hi p R i d g e Hi p R i d g e DS DS DS DS 3: 1 2 e x i s t Sl o p e D n 6: 1 2 Sl o p e D n 6: 1 2 Sl o p e D n 6: 1 2 Sl o p e D n 6: 1 2 Sl o p e D n 6:12 Slope Dn 6:12 Slope Dn 4:12 Slope Dn 4: 1 2 Sl o p e D n 4:12 Slope Dn 6: 1 2 e x i s t Sl o p e D n 6: 1 2 Sl o p e D n Line of wall below 1 A11 4 A10 4 A10 2 A10 4 A10 1 A10 1 A10 3 A10 3 A10 7/6/23 Sheet Number A6 Joseph E Calvin Date Sheet Title Roof Plan June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X REVIEWED BY SAFEBUILT 07/14/2023 A Kitchen Over Sink Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 B Kitchen West Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 C Laundry Double Hung Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 D Master Bedroom Slider Egress Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 E Living Room South Wall West Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 F Living Room South Wall East Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 G Living Room East Wall Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 H Kitchen East Wall Direct Set Alum Clad Wood Double Pane Low-E Glass U-value: 0.26 I J Dining East Wall Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Tempered K Northwest Bedroom North Casement Egress Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 L Northeast Bedroom North Casement Egress Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 M N South Bedroom South Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 O South Bedroom East Casement Egress Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 P NE Bedroom East Wall Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Q NE Bedroom East Wall Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Upper Stair Landing South Casement Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Tempered Kitchen East Wall Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 Line of roof 2' - 1 1 ⅝" 3' - 1 0 ¼" 1'-4¾" 3' - 1 0 ¼" 2' - 1 1 ⅝" 1'-4¾" T Building Thermal Envelope Not to Scale Door Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Attic Access Panel Not to Scale R Northwest Bedroom West Direct Set Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.26 1' - 5 ¾" 5' - 4 ⅛" 3'-0¾" 6' - 8 " 5'-0" 6' - 8 " 2'-8" 6' - 8 " 2'-4" 6' - 8 " 3'-0" 6' - 8 " 3'-0" 6' - 8 " 4'-0"3'-0" 6' - 8 " 1 East Entrance Door as seen from exterior push side Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Entrance Set, Hinges Wall Stop, Weather Strip Threshold & Sweep 2 West Entrance Door as seen from exterior push side Aluminum Clad Wood Double Pane Low-E Glass U-value: 0.33 Entrance Set, Hinges Wall Stop, Weather Strip Threshold & Sweep 3 Coat Closet Door as seen from north pull side 4-panel wood bifold solid core wood 4 Kitchen/Laundry Pocket Door as seen from east/kitchen side wood panel door pocket door hardware 10 Northwest Closet as seen from north pull side 4-panel wood bifold solid core wood 11 Northwest Bedroom as seen from east push side wood panel door hinges, privacy set, silencers, wall stop 12 Bathroom as seen from south push side wood panel door hinges, privacy set, silencers, wall stop 13 Northeast Bedroom as seen from west push side wood panel door hinges, privacy set, silencers, wall stop 14 Southeast Bedroom as seen from west push side wood panel door hinges, privacy set, silencers, wall stop TOTAL BUILDING ENVELOPE SUMMARY Existing Surface Area to Remain: 1922 sf 43.4% Proposed New Surface Area: 2505 sf 56.6% Total Envelope Surface Area: 4427 sf Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 T 5 Lower Level Bedroom as seen from east push side wood panel door hinges, privacy set, silencers, wall stop 6 Below Stair Closet as seen from south push side wood panel door hinges, latch set, silencers Proposed Ceiling Plane Area: 614 sf Insulation: 14" loose-fill cellulose insul R-Value: R49 Existing Ceiling Plane Area: 435 sf Assumed R-Value: R19 All Proposed Exterior Walls Area: 1648 sf (including area of openings) Insulation: 5½" high-density fiberglass batt insulation R-Value: R21 (no exterior continuous insul) Existing Walls to Remain Area: 590 sf (including area of openings) Assumed R-Value: R11 (1) Existing Windows (recently replaced FG) Total Area: 6 sf Assumed U-Factor: 0.35 All Proposed Windows Total Area: 160 sf U-Factor: 0.26 Two Proposed Doors Total Area: 43 sf U-Factor: 0.45 Existing Floor Structure Area: 796 sf Assumed R-Value: R15 Proposed Floor Structure Area: 223 sf Insulation: (1) layer 8.5" HD FG batt R-Value: R30 Proposed New Rim Joists Total Area: 80 sf Insulation: 3½" spray-applied polyurethane foam R-Value: R22 Existing Rim Joists Total Area Assuming not insulated beyond floor insulation Roof at Fireplace Enclosure Area: 10 sf Insulation: (1) layer 8.5" HD FG batt R-Value: R30 Floor Over Porch Area: 30 sf Insulation: (1) layer 8.5" HD FG batt R-Value: R30 South East North West From Below 3-points to latch 15 4' - 0 " 2'-1/2" Foundation Walls at NW Addition (not shown - see Wall Sections) Insulation: (2) layers 1½" rigid R-Value: R15 2'-0" 7 Bedroom Closet as seen from west pull side 4-panel wood bifold solid core wood 20 Lower Level Crawlspace Access as seen from north pull side Steel, Fire Rated, Non-Insulated Installed with Frame, Gasket, Spring Hinges Karp KRP-250FR-22-30 July 6, 20231 1 Piano hinge 21 2' - 6 " 1'-10" Overframe Roof Access as seen from north pull side ¾" plywood panel paint to match wall Hardware as shown Z 22 7/6/23 Sheet Number A7 Joseph E Calvin Date Sheet Title Openings and Building Thermal Envelope June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X 2'-1⅜" 3' - 4 " 3' - 6 ¼" 4'-115/16" 3'-0" 4' - 6 " 3' - 7 ¾" 3' - 2 ¾" 2'-9" 3' - 1 0 ¼" 2' - 1 1 ⅝" 4'-2¾" 4' - 0 " 2' - 1 0 ⅝" 3'-0"3'-0" 4' - 0 " 2' - 1 0 ⅝" 4' - 0 " 2' - 1 0 ⅝" 3'-0" 3' - 1 ¼" 3' - 8 ⅝" 9¾"9¾" 3' - 1 ¼" 3' - 8 ⅝" 3' - 1 1 ¼" 2' - 1 0 ⅝" 4'-0¾" 4' - 6 " 2' - 4 ⅝" 3'-0"3'-0" 4' - 6 " 2' - 4 ⅝" 3' - 6 " 3' - 4 ⅝" 3' - 6 " 3' - 4 ⅝" 2'-8"2'-8" 2¼" 2¼" 2' - 4 ⅝" Line of roof 4' - 4 " 2' - 6 ¼" 6⅜" 2'-8"5'-0" 6' - 8 " 6' - 8 " 6' - 8 " 2'-8"2'-8" 6' - 8 " 6' - 8 " REVIEWED BY SAFEBUILT 07/14/2023 East Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8South Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 West Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8North Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 E F M N O P Q R G J H I 1 2 D Existing window to remainC BA KL Reinstall existing overhead doorConcrete footing forms beyond - re: Structural Finish panels to enclose space below deck Operable finish panels to access space below deck 123'-1½" High Ridge 123'-1½" High Ridge 123'-1½" High Ridge 114'-10¼" Ridge 121'-4" Ridge 100'-0" Main Level FF 120'-4¾" Ridge 120'-4¾" Ridge121'-4" Ridge 114'-10¼" Ridge 99'-11½" TO Decking 99'-11½" TO Decking Patio fence beyond Air conditioning condenser on pad 99'-11½" TO Decking 123'-1½" High Ridge 92'-4"± Garage FF 114'-10¼" Ridge 121'-4" Ridge 120'-4¾" Ridge 12 6 12 4 12 6 12 6 12 6 12 6 12 32 S2 110'-4¼" Existing Ridge 1 S2 12 6 12 4 12 6 123 110'-4¼" Existing Ridge Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles Owens Corning TruDefinition Duration Slatestone Gray fiberglass based asphalt shingles James Hardie vertical channel siding - Slate Blue James Hardie vertical channel siding - Slate Blue James Hardie vertical channel siding - Slate Blue James Hardie vertical channel siding - Slate Blue James Hardie vertical board and batten siding - Slate Blue James Hardie vertical board and batten siding - Slate Blue James Hardie vertical board and batten siding - Slate BlueJames Hardie vertical board and batten siding - Slate Blue James Hardie vertical board and batten siding - Slate Blue James Hardie vertical board and batten siding - Slate Blue James Hardie horizontal lap siding - Slate Blue James Hardie horizontal lap siding - Slate Blue James Hardie horizontal lap siding - Slate Blue James Hardie horizontal lap siding - Slate BlueJames Hardie horizontal lap siding - Slate Blue Prefinished metal gutters & downspouts Prefinished metal gutters & downspouts Kitchen hood vent Aluminum clad wood windows - white - see Sheet A7Aluminum clad wood windows - white - see Sheet A7 Aluminum clad wood windows - white - see Sheet A7 Aluminum clad wood windows - white - see Sheet A7 Aluminum clad wood windows - white - see Sheet A7 Aluminum clad wood windows - white - see Sheet A7 James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 trim board - white James Hardie cementitious 2x6 corner trim - white - typ Prefinished metal gutter & downspout - white James Hardie cementitious 2x6 corner trim - white - typ James Hardie cementitious 2x6 corner trim - white - typ James Hardie cementitious 2x6 corner trim - white - typ Prefinished metal downspout - white James Hardie cementitious 2x6 corner trim - white - typ James Hardie cementitious 2x12 belly board trim - white - typ James Hardie cementitious 2x12 belly board trim - white - typ Kickers - see detail 2/S2Kicker - see detail 2/S2 James Hardie cementitious 2x12 belly board trim - white - typ Infill existing window opening Reinstall existing electric panel & meter 4 A12 James Hardie cementitious 2x8 window head trim - white - typ James Hardie cementitious 2x8 window head trim - white - typ James Hardie cementitious 2x8 window head trim - white - typ James Hardie cementitious 2x8 window head trim - white - typ Fireplace flue - install per mfgr recommendations 1x4 fascia over 1x8 sub fascia - paint white 1x4 fascia over 1x8 sub fascia - paint white 1x4 fascia over 1x8 sub fascia - paint white 1x4 fascia over 1x8 sub fascia - paint white New electric utility mast Prefinished metal gutter (white) over 1x4 fascia over 1x8 sub fascia - paint white Prefinished metal downspout - white 6x6 timber post Microlam beam - wrap in 1x trim - white Fortress Railing - Mfgr Std Black with synthetic 2x4 cap 3' - 3 " 3' - 3 " Fortress Railing - Mfgr Std Black w/ synthetic 2x4 cap Fortress Post Caps - Mfgr Std White Fortress Post Caps - Mfgr Std White Prefinished metal gutter & downspout - white Decking - Trex Select Pebble Gray Decking - Trex Select Pebble Gray 2x10 rim board - white 2x10 rim board - white Existing retaining wall 2x8 trim - whiteExisting retaining wall New concrete steps Line of grade Line of grade Line of grade Maintain existing concrete steps James Hardie cementitious 1x6 window jamb & sill trim - white James Hardie cementitious 1x6 window jamb & sill trim - white James Hardie cementitious 2x8 window head trim - white - typ James Hardie cementitious 1x6 window jamb & sill trim - white 1 A11 7/6/23 Sheet Number A8 Joseph E Calvin Date Sheet Title Exterior Elevations June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X REVIEWED BY SAFEBUILT 07/14/2023 Exterior View from Northwest4Not to Scale Exterior View from Southwest3Not to Scale Exterior View from Southeast2Not to Scale Exterior View from Northeast1Not to Scale Crawlspace ventilation opening through rim joist below relocated electric panel 1 July 6, 20231 7/6/23 Sheet Number A9 Joseph E Calvin Date Sheet Title Exterior 3D Views June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X REVIEWED BY SAFEBUILT 07/14/2023 Building Section4Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section2Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section1Scale: 1/4" = 1'-0" 0 1 2 4 6 8 1 A10 1 A10 2 A10 2 A10 1 A10 1 A10 2 A10 2 A10 3 A10 3 A10 4 A10 4 A10 4 A10 4 A10 3 A10 3 A10 Existing R19 FG batt insulation Add approx 9" new loose-fill cellulose insulation Attic access panel - re: Sheet A7 Paper-face R30 FG batt over access panel 2" R10 rigid insulation behind medicine cabinet Plumbing soffit in kitchen Patio fence 6' - 1 1 / 2 " 2x6 PT rails at 9"oc 2x6 synthetic cap 4x4 PT posts Air conditioning condenser on concrete pad Reinstall existing electric meter and panel New electric utility mast Refer to Sheet A8 for exterior finishes Refer to Sheet A7 for building thermal envelope insulation requirements Refer to Sheet A7 for building thermal envelope insulation requirements Refer to Sheet A7 for building thermal envelope insulation requirements Opening through roof sheathing to west wing roof beyond Refer to Sheet A7 for building thermal envelope insulation requirements Install ⅝" typeX gypsum board on new and existing garage ceiling All new cabinetry by Owner Reinstall existing shelving Linen cabinetry/shelving in cove by Owner Cast iron bath tub Cast new concrete into existing opening to enclose prior window Fill grade against new infilled wall Refer to Sheet A7 for building thermal envelope insulation requirements 1 A5Refer to Sheet A7 for building thermal envelope insulation requirements 2 S2 2 A12 3' - 4 ¾" Install ⅝" typeX gypsum board on new and existing garage ceiling Install ⅝" typeX gypsum board on new and existing garage ceiling Reinstall existing furnace and water heater Infill existing window Refer to Sheet A7 for building thermal envelope insulation requirements 1 S2 1 S2 NE BedroomBathroomNW Bedroom Laundry Kitchen Existing Garage Reinstall existing overhead door 10 A13 Existing Garage Crawlspace Existing Garage Stair Kitchen Bath Existing Bathroom Refer to Sheet A7 for building thermal envelope insulation requirements Maintain existing concrete steps Refer to details Sheet S1 for foundation insulation KitchenDiningLiving SE Bedroom Bathroom Existing Bedroom Crawlspace New crawlspace ventilation opening Dining SE Bedroom Fortress Railing - Mfgr Std Black w/ synthetic 2x4 cap Decking - Trex Select Pebble Gray Prefinished metal gutter & downspout Refer to wall section 1/A11 for typical ventilation baffle Ridge vent Pre-engineered wood roof trusses See Sheet S2 100'-0" Main Level FF 99'-11½" TO Decking 108'-8" Upper Level FF 116'-9⅛" Bearing Elev Overframing area - not storage Opening through roof sheathing to west wing roof beyond Ridge vent Electric utility mast and weather head Pre-Engineered wood roof trusses at 24"oc New structural concrete pad - re: Sheets A3 and S1 Reinstall exist water heater & furnace July 6, 20231 Infill exterior wall construction at existing opening Reinstall exist water heater & furnace New steel post - re Sheets A3 and S1 New structural concrete pad - re: Sheets A3 and S1 New Garage/Crawlspace separation wall - re: Sheet A3 New steel posts - re Sheets A3 and S1 New structural concrete pad - re: Sheets A3 and S1 11 1 Garage/Crawlspace separation wall - See Sheet A3 - (cut through at angle, distorted width) Attic access panel 15 - See Sheet A7 7/6/23 Sheet Number A10 Joseph E Calvin Date Sheet Title Building Sections June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X 2 A12 REVIEWED BY SAFEBUILT 07/14/2023 Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Leigh-Milcor 2" Aluminum Mini Vents 24"oc - (1) in each rafter space 1'-0" Simpson H2.5A hurricane clips at each truss Asphalt roof shingles - See Sheet A6 for product information - install over mfgr approved underlayment and over Ice and Water Shield at eaves, porches and overframing Prefinished metal eave flashing 1x4 cementitious facia board over 1x8 cementitious sub fascia 2x6 sub fascia 2x6 truss tail - exposed ⅝" structural wood sheathing Maintain min 2" clear over ventilation baffle at each truss space Pre-Engineered roof trusses 14" loose-fill cellulose insulation - R49 6-mil poly vapor barrier ⅝" gypsum board at upper level ceiling Double 2x6 top plate Spray-applied close-cell polyurethane insulation Double 2x10 header - typical 2x blocking 1x jamb extension Pre-finished metal flashing over top of 2x8 cementitious window header trim 7/16" structural wood sheathing - blocked - nailed per Structural Aluminum clad wood casement window 1x6 cementitious window sill and jamb trim Prefinished metal flashing Cementitious board and batten siding re: Sheet A8 for product information Tyvek House Wrap air barrier 7/16" structural wood sheathing - blocked - nailed per Structural Interior trim by Owner ¾" structural decking - carpet to be selected by Owner 2x8 floor joists 16"oc - align with existing 1x window sill by Owner R21 HD FG batt insulation within 2x6 studs 16"oc ½" gypsum board attachment per Structural - over 6-mil poly vapor barrier Prefinished metal flashing from behind Tyvek out and over trim at all changes in siding 2x12 cementitious belly board trim - re: Sheet A8 for product information 2x8 rim joist Optional sound batt insulation by Owner Spray-applied close-cell polyurethane insulation ½" or ⅝" gypsum board ceiling Double 2x6 top plate Double 2x10 header 2x blocking Cementitious lap siding - re: Sheet A8 for product information Prefinished metal flashing from behind Tyvek out and over trim at all changes in siding 2x8 cementitious window header trim Aluminum clad wood single-hung or double-hung window 1x window sill by Owner R21 HD FG batt insulation within 2x6 studs 16"oc ½" gypsum board attachment per Structural - over 6-mil poly vapor barrier Interior trim by Owner Interior trim by Owner ¾" structural decking - carpet to be selected by Owner 9½" I-joist framing at 16"oc Refer to Structural Framing Plan 8.5" HD FG batt insulation - R30 10-mil poly vapor barrier min Class-B flame spread (2) layers 1½" rigid insulation - R15 Refer to Sheet S1 for concrete foundation wall, reinforcing, anchor bolt, footing, etc. 4" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% Extend waterproofing across footing Free draining gravel wrapped in geotech fabric Grace bituthene waterproofing membrane Maintain positive surface drainage away from building 1x6 cementitious window sill and jamb trim Prefinished metal flashing Cementitious lap siding - re: Sheet A8 for product information Tyvek House Wrap air barrier 7/16" structural wood sheathing - blocked - nailed per Structural Prefinished metal flashing from behind Tyvek out and over trim at all changes in siding 2x12 cementitious belly board trim - re: Sheet A8 for product information - extend to below top of concrete elevation - slope where shown on exterior elevations Prefinished metal flashing from behind Tyvek 12 6 Northwest Bedroom Laundry Crawlspace 100'-0" Main Level FF 108'-8" Upper Level FF 116'-9⅛" Bearing Elev 99'-0¼" TO Conc 96'-0¼" TO Footing 15-mil gas-impermeable vapor barrier - seal to face of perimeter insulation1 July 6, 20231 7/6/23 Sheet Number A11 Joseph E Calvin Date Sheet Title Wall Section June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X REVIEWED BY SAFEBUILT 07/14/2023 MAXIMUM U-FACTOR PRE PRESCRIPTIVE CODE IS .32 Step lights - See Sheet A13 1' - 6 " 7'-2 1/2" 3½" 3'-10" 13'- 7 " (3) treads at 10½" = 2'-7½" (4 ) r i s e r s a t 6 " - 2 ' - 0 " PT 4x4 x 3'-10" tall post - paint white3' - 0 " 2x3 synthetic wood cap Fortress Railing - mfgr Std Black w/ Fortress Post Caps - mfgr Std White 4'-8" 1'-2¾"4" thick, colored, air-entrained concrete slab with W1.4xW1.4 WWF mid depth and #4 cont at perimeter - slope away from house at 1% (1⁄8" per foot) 2x10 PT joists and rim at 16" 2x12 rim 3' - 4 " Fortress Post Caps - mfgr Std White 99'-11½" TO Decking 97'-11½" TO Concrete 9¼" 4" u n c u t (3) 2x10 PT stringers Additional 2x12 PT stringers at sides Simpson APB44 post base Decking - Trex Select - Pebble Gray 7/6/23 Sheet Number A12 Joseph E Calvin Date Sheet Title Stair Sections June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X (13) treads at 10¼" = 11'-1¼" 10¼" 77/16 " 3'-2 1/2" (1 4 ) r i s e r s a t 7 7 / 1 6 " = 8 ' - 8 " 6' - 8 " 10'-2" rough opening 8" 5¾" 2¼" 3' - 4 " 11⅞" 9¼" 7' - 2 ¾" 11 11/16" 3⅜" 3' - 0 " Interior Stair Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” (1) Finish wood riser Carpet on bottom tread and extending up risers, tread and landing Bottom tread extends east past width of adjacent wall - see perspective at right 1¼" stair treads - typ ¾" (1x or plywood) risers (3) 1¾"x11⅞" LVL stringers 2x4 blocking 1¼"ϕ handrail 5⅞" un c u t (4) steel wall brackets - install 2x8 solid blocking within framing Construct angled bulkhead as dimensioned Install solid blocking at edge of floor to remain Install solid blocking at edge of floor to remain Double 1¾"x9¼" LVL Simpson stringer hanger ⅝" typeX gypsum board Shelving by Owner Extend bottom tread east to meet reinstalled shelving Reinstall existing shelving Finish wood bottom riser Install carpet at bottom tread and extending up stair treads and risers and landing above Partial height wall to 36" above stair noses 1x wall cap trim extend up and around opening as illustrated Bottom of Stair1Not to Scale Exterior Deck Stair Section4Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Exterior Stair View3Not to Scale REVIEWED BY SAFEBUILT 07/14/2023 2 34 3½" Hose bib at wall beyond Supply duct riser in back corner of cabinet 7/6/23 Sheet Number A13 Joseph E Calvin Date Sheet Title Kitchen & Laundry June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X Laundry West1Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Laundry South2Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Laundry East3Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Laundry Perspective4Not to Scale north Island North5Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Kitchen Perspective7Not to Scale no r t h Island West6Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0" Kitchen South8Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Kitchen East9Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0"Kitchen North10Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0" 3'-1"2'-7"2'-0"3'-0"3'-0" Soffit enclosing plumbing from bathroom above - 18" north-south to align with cabinetry 5'-10" 2'-4"2'-11"1'-0"2'-0"2'-0"1'-7"11 ½"2'-6"11 ½"1'-7"2'-0" 3' - 0 " 1' - 6 " 2' - 6 " 1' - 0 " 2'-0"2'-2"2'-2"2'-3"3'-4"5½"3'-0"1'-6"3'-4" 3'-0" 3" 2'-2"11"2'-3"3'-4" 1" 3'-0"1'-6"2'-7"1'-6"3'-0" 5" 6' - 0 " 1' - 6 " 6" 2'-0"1'-7"4"2'-0"1'-1"Roll-out trash carrier 3'-7½" 3'-6"3'-6" 2' - 6 " 5' - 2 " 4" 3' - 6 " 3'-4"2'-6" 3'-4" 8' - 0 " V I F 8' - 0 " V I F 2'-0½"1'-9"3'-0" 1'-4"2'-8"3'-0" 3' - 0 " 1' - 6 " 2' - 6 " AB HI 3' - 0 " Dish washer Under counter refrigerator Exhaust hood Second Oven Microwave Oven REVIEWED BY SAFEBUILT 07/14/2023 Lower Level Power Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 Main Level Power Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 Upper Level Power Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 Lower Level Lighting Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 Main Level Lighting Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 Upper Level Lighting Scale: 1/8" = 1'-0"plan true 0 2 4 8 12 16 3 WP GFI 220v CO SD T T F Legend J D M T MS OS T AC AC ACC Generic light fixture callout - see plan note 1x4 LED light with shatter proof protective covering Recessed can light (LED) into level or sloping ceiling Exterior down light fixture in weather resistant canister Ceiling mounted pendent light fixture Pier mounted exterior light fixture - dark-sky compliant Recessed side-wall step lights - see Stair Section Wall mounted exterior light fixture Under-Cabinet thin-profile linear LED lighting Over-Cabinet LED lighting with diffuse lens (to prevent "hot-spot" on ceiling) Combination light and exhaust fan Ceiling fan and light combination Ceiling fan without light Wall mounted light fixture above door Track Lighting Light Switch Multi-Way Switch Dimmer Switch Momentary Dimmer Multi-Way Switch (Maestro or approve substitute) Timer Switch Jamb Switch Button Switch (4-position fan and light control) Programmable / Scheduled Switch (Honeywell RPLS540A1002/U) review with Owner before purchase Occupancy Sensor Exterior Motion Sensor Standard Duplex Outlet - mounted at 18" aff unless noted otherwise Quad Outlet mounted at 18" aff unless noted otherwise Switched Outlet Outlet with USB-A and USB-C plugs Exterior/Waterproof Outlet with protective cover Ground Fault Circuit Interrupt protected Outlet - height as noted 220v Outlet Floor outlet (steel finish) with protective cover - verify location w/ Owner Ceiling outlet for garage door openers and light Smoke Detector Carbon Monoxide Detector Junction Box - refer to plans for usage TV-AV port - coordinate with Owner Data port Bathroom Exhaust Fan Split-System AC (concealed above ceiling) Slot Diffuser Split-System AC Condenser on Pad Thermostat Baseboard Heater with Integrated Thermostatic Control Distribution Panel Electric Meter Transformer Utility Pole General Notes 1. Lighting locations shown take precedence over other ceiling-mounted items -- these plans shows locations. In the case of conflict, lighting locations take precedence. 2. All interior framed walls are to be constructed full-height to under side of roof or floor deck above unless indicated otherwise. 3. Electrical contractor is to be responsible for working with the GC and Owner on the details of this plan on a "Design-Build" basis, including the following: a. Selection of fixtures, devices, and plates. b. Service including expanding/adding: transformers, meters, panels & sub- panels, circuits, disconnects & other switches, distribution & devices. c. Requirements to meet Local and State of Colorado Code regulations, including the 2020 National Electric Code. d. Power needed for mechanical equipment, appliances, and other equipment & systems. e. Locating thermostatic controls. 4. All smoke and CO detectors shall be wired directly to electrical panel and interconnected so that actuation of one device will activate all alarms. 5. All exterior lighting fixtures shall be shielded, downward directed, and compliant with dark sky regulations. 6. This project does not entail a lighting control system. J +62 Repurpose existing switches Above mantel power - coordinate height & location with Owner GFI +44 GFI +44 GFI +44 GFI +44 +44 Disp DW GFI +30 GFI +30 +36 220v Fire Exting Fire Exting JJ 220v +84 +44 WP+38" SD T +38" WP WP +90 WP WP SD CO SDSD SD GFI +42 WP WP ACC J J J J Hood J B B B B B 44"ϕ fan dimmer switch for light 52"ϕ fans at lower level - typ B +44 +44+44 Shallow boxes adjacent to pocket door D 44"ϕ fan - no light BDM M Reinstall existing fan - verify location with Owner's furniture - separate fan & light controls Reinstall existing light fixture from Owner - center is Soffit See Sheet A12 for soffit D M M 3 D 3 T P +60+60 +60+60 Maintain existing lighting P P Precisely above lights below deck Precisely below porch lights above WP Floodlight-camera at porch roof eave - review installation with representative of EP Planning Department (970)577-3721 Floodlight-camera at ridge eave - review installation with representative of EP Planning Department (970)577-3721 GFI GFI +12 3 3 3 MS D CO SDCO J MS Over/under switch configuration for over/under cabinet lights MS Dusk-to-dawn motion sensor with override switch at patio below Dusk-to-dawn motion sensor Garage door opener D D D D 3 Controls reinstalled garage lighting 7/6/23 Sheet Number A14 Joseph E Calvin Date Sheet Title Power & Lighting Plans June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X Exist electric panel Existing furnace & water heater Microwave & Oven verify requirements AC Condenser Disconnect verify requirements For holiday lighting ELECTRICAL INSPECTIONS AND PLAN REVIEWS (IF REQUIRED) PER THE STATE OF COLORADO. THIS ELECTRICAL INSTALLATION MUST CONFORM TO THE 2020 NEC TO Wall 99'-11¼" TO Wall 99'-0¼" TO Ftg 96'-0¼" TO Wall 99'-11¼" TO Wall 99'-0¼" TO Ftg 96'-0¼" VIF 3' - 6 " 5½" 10'-2" 14 ' - 0 " 1'-2" 8" 2'-11½"± 2 S1 1 S1 3 S1 1 S1 sim 6" Foundation Plan Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Lower Floor Framing 3D View Not to Scale no r t h Foundation 3D View Not to Scale no r t h 16 " o c 9½" R F P I - 4 0 I - j o i s t s 3 S1 2 S1 2' - 0 " 4'-8" Tr i p p l e 1 ¾"x 5 ½" L V L b e a m (3 ) 1¾"x 1 1 ⅞" L V L b e a m 2x 6 l e d g e r 2x6 ledger 2x6 rim Simpson LU26 hangers - typ 6x6 po s t 6x6 po s t 16 " o c 2x 8 2x10 rim 5½"x 1 2 " A l a s k a n Y e l l o w C e d a r Gl u l a m B e a m 4x4 x 4'-0½" railing post up typ of (3) 18 ' - 0 " 3½" 2'-3½" (2)1¾"x11⅞" LVL beam 16 " o c 2x 8 2x 8 l e d g e r (3 ) 1 ¾"x 9 ¼" L V L b e a m (2 ) 2 x 1 0 8" TO Interior Framing 99'-11¼" (floors to align) TO Exterior Framing 99'-10¼" (verify with decking) TO Interior Framing 99'-11¼" (floors to align) REINFORCING STEEL: a. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the "ACI Manual of Concrete Practice". b. Reinforcing bars shall conform to ASTM Specification A615 and shall be Grade 60, except ties, field bent bars where permitted by Note on Plan, or bars to be welded which shall be Grade 40. c. At splices, lap bars 36 diameters. At splices in masonry, lap bars 42 diameters. At corners, make horizontal bars continuous or provide corner bars. Around openings in walls and slabs, provide (2) #5's extending 2'-0" beyond edge of opening. d. Except as noted on the Drawings, minimum concrete protection for reinforcement shall be in accordance with ACI 318. e. Welded wire fabric shall conform to ASTM Specification A-185. ANCHOR BOLTS: Shall conform to ASTM F1554 Grade 36 with a min ½" diameter by 12" length. Anchor bolts shall be placed within 12" from building corners, concrete cold joints, and sill plates and shall be spaced at a maximum of 48" oc. Additional anchor bolt details shall be in accordance with the Drawing. Sill plates shall be held down at all anchor bolts with 3" x 3" x 3/16" plate washers. HOLD DOWNS This symbol illustrates the location of Holdown Strap Ties. Simpson STHD14 or STHD14-RJ BACKFILLING: Do not backfill against foundation walls until all adjacent floor framing is in place and securely anchored or until adequate temporary shoring is installed. COORDINATION: Electrical and Plumbing Contractors shall review sleeve locations and other blockouts as needed in formwork before concrete is placed. FOUNDATION DESIGN: Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2500 lbs per square foot (dead load plus full live load) placed on the undisturbed natural soils, compacted structural fill or native stone, below frost depth. CAST-IN-PLACE CONCRETE: a. All concrete design is based on the "Building Code Requirements for Reinforced Concrete" (ACI 318). b. All structural concrete shall have minimum 28-day compressive strengths as follows: Footings 3000 psi; slabs on grade 3500 psi. c. Concrete shall be proportioned utilizing Type 1/11 cement. Concrete susceptible to freezing shall be formulated for maximum frost resistance in accordance with "ACI Manual of Concrete Practice". d. Contractor shall notify Architect of cold joint locations prior to or during concrete forming. e. Cold weather and/or hot weather concreting procedures shall be provided, if conditions warrant, as recommended in the "ACI Manual of Concrete Practice". f. All anchor bolts shall be located at a minimum of 5 bolt diameters from concrete edge. Concrete footing and foundation shall have min frost protection of 30" to grade. Exterior deck piers shall be poured to elevations as shown on plans. g. Contractor verify top of footing and top of concrete elevations with existing and proposed grade. h. Saw-cut slab control joints shall be min 1" deep & min 12'-0" oc or less as may be shown on Plans. j. Place new slabs over 10-mil poly vapor barrier over 4" free-draining gravel over compacted soil. Refer to Sections for below-slab insulation. Foundation Notes Framing Notes STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" lumber shall be Douglas Fir-Larch S4S #2 or better, and all solid timber beams and posts shall be Douglas Fir-Larch #1. Any proposed reclaimed lumber certified or graded by qualified professional to have equal or better properties than Douglas Fir Larch #1. b. 2x6 studs shall be Douglas Fir-Larch #2 or better. 2x4 studs shall be Stud grade or better Douglas Fir-Larch or Hem-Fir unless noted otherwise on the Drawings. c. Top and bottom plates shall be Douglas Fir-Larch #2 and better. d. Provide solid blocking at supports for wood joists. Within floor joist spaces beneath solid or built-up columns noted on Plans, blocking of area equivalent to column above shall be provided for proper load transfer. e. Provide solid blocking between joists above wall framing below and below wall framing above. f. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. Anchor type shall be approved by Structural Engineer. g. Except as noted otherwise, minimum nailing shall be provided per the Nailing Schedule on Sheet A5. h. 2x6 studs shall be nailed to top plate with (2) 16d end nails and to sill plate with (3) 8d toenails or (2) 16d end nails. j. Panel identification index and/or thickness shall be as noted on the Drawings. Screw and glue plywood floor sheathing to floor joists with adhesive conforming to Manufacturer's directions. k. Unless otherwise noted, steel connectors such as those manufactured by the Simpson Strong-Tie Company shall be used to join rafters, trusses, joists, or beams to other members at flush-framed conditions. Connector conditions not otherwise noted shall utilize hangers of a size specifically designed for the member supported, as shown in mfgr's published tables. The floor joist and roof truss mfgrs shall specify specific hangers on their shop drawings. l. All wood framing members in contact with concrete or CMU shall be either redwood or pressure treated. m. All architecturally exposed beams to be weather-resistant with stained finish. n. Any non-detailed connections shall conform to the 2015 IBC. o. All I-Joists shall be Roseburg RFPI 40 series or equivalent. p. All glulam members shall be 2400f-2.0E. Exterior Walls: a. All exterior walls are 2x6 studs at 16" oc unless noted or dimensioned otherwise. Exterior bearing wall heights above 10'-0" are to be constructed of 2x6 Hem Fir #2 Studs at 16" oc. b. Sheath with APA Structural 1 Exposure C on exterior w/ blocking w/ 8D nails @ 4"oc edges/12" oc field & 1/2" gypsum board w/ #6 drywall screws 4"oc edges / 12"oc field on interior c. Provide (2) 2x10 header with (1) trimmer and (2) king studs at all new door & window openings unless otherwise noted. d. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted otherwise. Overframing: a. Shaded areas on Roof Plan represent overframing. Provide 2x6 or 2x8 rafters at 16" oc with 2x4 cripple posts at 48" oc max to trusses/framing below (stagger posts) use (2) 2x8 at ridge & valley members. Interior Walls: a. Interior walls shall be 2x4 studs full height at 16" oc unless noted or dimensioned otherwise. b. Sheath with ½" Gypsum board w/ #6 drywall screws 4"oc edges / 12" oc field on both sides c. Provide (2) 2x4 header with (1) 2x4 trimmer and (2) 2x4 king studs at each side of door & window openings typical unless noted otherwise on Plan. Roof Sheathing: a.⅝" OSB or CDX plywood, APA 40/20 Exposure C b. All nails to be 8d Common or 10d Box. c. Sheathing to be nailed within 4 feet of the perimeter and ridge of the roof 3" o.c. edge and field. d. All other panels nailed 6" o.c. edge, 12" o.c. field. Nailing Schedule Joint Description Number of Common Nails Number of Box Nails Nail Spacing ROOF FRAMING Blocking to Rafter (Toe-Nailed)(2) 8d (2) 10d each end Rim Board to Rafter (End-Nailed)(2) 16d (3) 16d each end WALL FRAMING Top Plate to Top Plate (Face-Nailed)(2) 16d (2) 16d per foot Top Plates at Intersection (Face-Nailed)(4) 16d (5) 16d joints-each side Stud to Stud (Face-Nailed)(2) 16d (2) 16d 24" oc Header to Header (Face-Nailed 16d 16d 16" oc along edges Top or Bottom Plate to Stud (End-Nailed)(3) 16d (3) 40d per stud Bottom Plate to Floor Joist, Bandjoist, Endjoist or Blocking (Face-Nailed)(2) 16d (2) 16d per foot FLOOR FRAMING Joists to Sill, Top Plate or Girder (Toe-Nailed)(4) 8d (4) 10d per joist Bridging to Joist (Toe-Nailed)(2) 8d (2) 10d each end Blocking to Joist (Toe-Nailed)(2) 8d (2) 10d each end Blocking to Sill or Top Plate (Toe-Nailed)(3) 16d (4) 16d each block Ledger Strip to Beam (Face-Nailed)(3) 16d (4) 16d each joist Joist on Ledger to Beam (Toe-Nailed)(3) 8d (3) 10d per joist Band Joist to Joist (End-Nailed)(3) 16d (4) 16d per joist Band Joist to Sill or Top Plate (Toe-Nailed)(2) 16d (3) 16d per foot Reinstall existing overhead door 4'-6¼" 18 ' - 0 " 10 ' - 5 ½" 2¾" 2'-6¼" 4'-9" 2¾" 18"ϕ x 48" Sonotube conc pier with (5) #4 vert & (4) #3 ties - chamfer top edge 3/4" - Simpson APB66 post base 2x8 framing at 16"oc 2x6 sill plate 2x6 sill plates 9½" LVL or LSL rim joists Typical Foundation1Scale: 3/4" = 1'-0" Raised Foundation2Scale: 3/4" = 1'-0" Adjacent Foundation3Scale: 3/4" = 1'-0" (2) #4 cont #4 at 16"oc 8" 2' - 4 " alternate direction (2) #4 cont #4 horz at 16"oc #4 vert at 32"oc ½" expansion joint - caulk 2x6 treated sill plate in full bed of sill sealant w/ anchor bolts per Foundation Notes (2) layers 1½" rigid insulation (R15) 10 " 1'-8" 8" 1'-8" 10 " 3' - 0 " (2) #4 cont (2) #4 cont #4 horz at 16"oc #4 vert at 32"oc (2) layers 1½" rigid insulation (R15) Simpson Titen HD THD50600HMG concrete anchors 8" oc staggered top to bottom PT 2x10 ledger Existing foundation and framing - GC to expose conditions and contact Structural Engineer for on-site review and refinement to this detail Foundation and reinforcing similar to detail 1/A5 Refer to plan for dowel connection between new and existing concrete Grace bituthene waterproofing membrane Grace bituthene waterproofing membrane Free draining gravel wrapped in geotech fabric Free draining gravel wrapped in geotech fabric4" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% 3' - 1 1 " 4" perf PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2%#4 at 16"oc 8" 2' - 4 " alternate direction Extend waterproofing across footing Extend waterproofing across footing 9'-6" 9'-0½" 11'-0" 16 " o c 2x 1 0 14 ' - 0 " 3' - 6 " Stringers 1 ¾"x11 ⅞"LVL 3'-4" 2x8 ledger2x8 ledger 2'-0" 3'-0"4'-9" contin u o u s contin u o u s 5½"x 1 2 " A l a s k a n Y e l l o w C e d a r Gl u l a m B e a m 10 ' - 1 1 " 5' - 1 1 " 6x6 po s t 5½" 12 ' - 6 " 5' - 1 1 ½" 8'-4"2'-8" 3' - 7 " 2' - 4 ½" (2 ) 2 x 1 0 10 ' - 6 " 6" 5'-0" 16 " o c 2x 6 5½" 5' - 7 ¾" 3½" 5' - 7 ¾" 3½" 5' - 7 ¾" 5½" 3'-2¼"3'-3½" 11'-0" 5' - 8 ¾" 14"ϕ x 48" Sonotube conc pier with (5) #4 vert & (4) #3 ties - chamfer top edge 3/4" - Simpson APB66 post base 12"ϕ x 36" sonotube conc pier w/ (3) #4 vert & (3) #3 ties - chamfer top edge ¾" - Simpson APB44 post base Main Level Floor Framing Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 TO Conc = 94'-10"TO Conc = 97'-5" TO Conc = 97'-7½" TO Conc = 97'-4" BO Pier = 92'-4" TO Conc = 97'-4" BO Pier = 92'-4" TO Exist Slab = 92'-4"± 4'-6¼" 4'-9½" 12"ϕ conc pier with BigFoot 28"ϕ bell - reinforcing not required - Simpson APB66 post base 18"ϕ conc pier with BigFoot 36"ϕ bell - reinforcing not required - Simpson APB66 post base 3' - 5 ¼" 1' - 1 1 ¼" 16"ϕ x 36" sonotube conc pier w/ (3) #4 vert & (3) #3 ties - chamfer top edge ¾" - Simpson APB66 post base TO Conc = 98'-10" Simpson IUS1.81/9.5 joist hangers - typ Create beam pocket in exist concrete wall 1'-2" 10 " 3' - 0 " 11 ¾" 8" (3)#4 x 10" long at 16"oc dowel epoxy grout into exist wall 1/2 length (3)#4 x 10" long at 16"oc dowel - epoxy grout into exist 1/2 length 1'-0" 2' - 0 ¼" 8" Mechanical opening Small duct opening (3)#4 x 10" long at 16"oc dowel epoxy grout into exist wall 1/2 length TO Conc = 99'-10½" Main Level TO Decking 100'-0" 8" Simpson CJT6Z beam hanger at all glulam to post connections 6x6 po s t 16x12 ventilation opening between adjacent crawlspaces Inspect existing corner footing and review with Engineer 12 ' - 3 ¼" Insulation blocking 8"x14" crawl- space ventilation opening through rim joist 1 July 6, 20231 Crawlspace ventilation open in rim joist above - see Plan above Infill existing opening with concrete (non-structural) 1 (2) new 3" sched-40 adjustable height steel posts - install mfgr base plate per mfgr instructions - install ½" steel plate cap providing bearing surface equivalent to exiting posts below beam above -review installation in field with Structural Engineer New 10" thick pad footing/ elevated slab for plumb/mech equip - top of slab to be 6" above surrounding exist slab - reinf with #4 8"oc each way mid depth 2'-1"±3'-9"±1'-0" 1' - 0 " 6'-10"± 4' - 1 0 " ± 1 1 Sheet Number A15 Joseph E Calvin Date Sheet Title Foundation and Main Floor Framing Plans June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X S1 of 2 31 2 E E l k h o r n A v e , E s t e s P a r k , C O 8 0 5 1 7 mt k @ s k y p o n d e n g i n e e r i n g . c o m Create pocket for beam bearing 2x 1 2 P T l e d g e r Matthew Khachaturian, PE, PMP 1 S1 BRACED/ WALL SHEAR WALL AND SHEATHING INSPECTION REQUIRED FOR ALL NOTED INTERIOR AND EXTERIOR WALLS REVIEWED BY SAFEBUILT 07/14/2023 *OPEN HOLE INSPECTION REQUIRED *ENGINEERS STAMPED LETTERS OF IN SPECTION REQUIRED AS NEEDED IF ENGINEER DOES INSPECTION *UFER GROUND INSPECTION REQUIRED Dbl 2x10 Header w/ 2J&1K ea end Narrow windows in stud spaces w/o structural headers Dbl 2x10 Header w/ 2J&1K ea end Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d Dbl 2x8 Header w/ 2J&1K ea end Dbl 2x8 Header w/ 2J&1K ea end Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d Dbl 2x_ framed opening for attic access panel at 2 4 " o c Pre - E n g i n e e r e d R o o f T r u s s e s T 1 at 24"ocPre-Eng Tru s s e s T 3 En d w a l l T r u s s T 4 Endwall Truss T5 Endwall Truss T4 Dbl 2x10 Header w/ 2J&1K ea end Dbl 1¾"x11⅞" LVL Header w/ 2J&2K ea end immediately below (1) existing wall top plate 4x8 blocking with tension ties re: detail 2/S2 12 " o c 2x 8 16"oc 2x6 6x8 beam over kicker 6x8 beam over kicker 2x6 blocking & sister down to beam Dbl 2x10 Header w/ 2J&1K ea end 2x8 rim 2x 8 r i m 2x 8 r i m 2x 8 l e d g e r Do u b l e 1 ¾"x 1 1 ⅞" L V L h e a d e r w/ 2 J & 2 K e a e n d 2x8 ledger (3 ) 1 ¾"x 7 ¼" L V L b e a m Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d 16 " o c 2x 8 Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d 24 " o c 2x 6 (3 ) 1 ¾"x 9 ¼" L V L b e a m (3 ) 1 ¾"x 7 ¼" L V L b e a m 5¼"x 1 2 " G L B 2x 8 l e d g e r a t t a c h t o up p e r l e v e l w a l l f r a m i n g 2x8 rim 2x 8 r i m Dbl 2x10 Header w/ 2J&1K ea end Dbl 2x10 Header w/ 2J&1K ea end Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d Db l 2 x 1 0 H e a d e r w/ 2 J & 1 K e a e n d Single Truss T2 at 2 4 " o c Pre - E n g i n e e r e d R o o f T r u s s e s T 3 (3)1¾"x9¼" LVL beam 2x6 on slope 2x 6 o n s l o p eDouble 2x6 hip ridgeDoub l e 2 x 6 h i p r i d g e D o u b l e 2 x 6 h i p r i d g e Db l 1 ¾"x 9 ½" H e a d e r w/ 2 J & 1 K e a e n d Db l 1 ¾"x 9 ½" LV L B e a m Dbl 1¾"x9½" LVL Beam Dbl 1¾" x 11⅞" Header w/ 2J&1K ea end Upper Level Floor Framing Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Roof Framing Scale: 1/4" = 1'-0"plan true 0 1 2 4 6 8 Roof Framing 3D View Not to Scale no r t h Upper Level Framing 3D View Not to Scale no r t h See Sheet A4 for solid blocking below Overframing over existing roof Overframing over existing roof 2x8 infill floor framing 2x6 rafters at max 16"oc in plane of existing roof over fireplace with 6" eaves 2x6 at 24"oc eave framing 2x6 at 24"oc eave framing 12" eaves 2x6 at 24"oc eave framing 12" eaves Overframing 1'-0" 2'-0" Truss Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 21'-2" 10½"10½" 1' - 0 " 14'-0" 10½"10½" 1' - 0 " 5⅞" T1 As seen from South Qty: 5 T2 As seen from South Qty: 1 T6 As seen from West Qty: 5 T7 As seen from West Qty: 1 1' - 0 " 1' - 0 " 1'-0" 1' - 0 " 1' - 0 " General Notes 1. Refer to Framing Notes and Nailing Schedule on Sheet S1. 2. Pre-Engineered Truss elevations are provided for overall dimensions and general configuration. Member sizes and web arrangement shall be determined and certified by Truss Manufacturer. 3. All roof sheathing is to be ⅝" OS - APA rated, Exposure C. See additional notes on Sheet S1. 1' - 1 " 21'-0" 21'-0" 1' - 1 " 1' - 0 " 6' - 3 ½" 10'-5"10'-7" 1' - 0 " 10½" 6' - 3 ½" 10'-5"10'-7" 6' - 3 ½" T3 As seen from South Qty: 2 T4 As seen from South Qty: 2 T5 As seen from South Qty: 2 21'-2" 5⅞" 5' - 9 ⅜" 5⅞" 6⅞" 5⅞" 21'-0" 5' - 9 ⅜" 10'-7"10'-7" 10'-5"10'-7" 7'-0"7'-0" 7'-0"7'-0" 3'-8"10'-2" 4' - 1 1 " 1' - 2 " 1' - 0 " 5'-0"4'-9"1'-1½" Secure both ends of all roof trusses with Simpson H2.5A hurricane clips Simpson A23 angle at each rafter Simpson HRC22 hip point connector Simpson HCP4Z hip corner connector typical at 3 locations Simpson LSSJ26Z rafter to hip ridge connector - typical at hip ridges Simpson LRU26Z hanger at each rafter Simpson LU28 joist hangers - typ Simpson LU28 joist hangers - typ Simpson Strap-Tie 1212HL post-to-beam on both faces - typ at 3 locations Simpson HSLQ4Z shear angle at interior corner beam-to-beam - typical at 3 locations Simpson Strap-Tie 1212HT post-to-beam strap both side See north corner for connectors See east corner for connectors GC - wrap LVL beam and top-of-post connectors with 1x cedar trim - typ at porch Simpson HUC68 beam hanger Simpson HUC68 beam hanger East Porch Roof Ledger1Scale: 3/4" = 1'-0" West Porch Roof Kicker2Scale: 3/4" = 1'-0" ½" thru bolts 16"oc - stagger top to bottom 1' - 1 ½" 12 4 ⅝" plywood decking 2x6 rafters at 24"oc ⅝" sheathing - re other drawings Simpson LRU26Z rafter hanger - not shown 2x8 blocking between studs - stagger up and down in stud bays to allow for thru-stud face nailing 2x8 ledger - continuous 2x6 plate and wall framing ¾" structural decking Install washer both head and nut-side of bolt 2x8 at 16"oc floor joists Optional sound batt insulation by Owner Fill void space between joists with spray-applied close-cell polyurethane insulation - typ 2x4 at 16"oc ceiling framing (not shown on plan) ⅜" or ½" RS face plywood with battens at edges and over joists 1 S2 2 S2 1'-0" Simpson DTTZ Tension Tie with 18" threaded rod 4x8 blocking - see Plan Nut & washer 3'-8"10" 3'- 9 "4" uncut1½" cut4x6 RS DougFir kicker shaped as shown - stain ¾" x 9" lagbolt sink head & washer ¾" x 9" lagbolt sink head & washer Double 2x8 blocking 1x6 RS DF plates 2x4 RS DF plates 4x8 x 4'-6" DougFir beam - install flush into floor framing 2' - 8 " Optional sound batt insulation by Owner Support on existing door header` - GC verify condition 7' - 1 " 1 July 6, 20231 Sheet Number A16 Joseph E Calvin Date Sheet Title Upper Floor and Roof Framing Plans June 9, 2023 of 14 MO U N T A I N V I E W RE S I D E N C E A D D I T I O N S 75 1 B i g H o r n D r Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 3 0 1 – M O U N T A I N V I E W R E S I D E N C E A D D I T I O N S F i l e : " 2 3 0 1 C D " M o d i fi e d : T h u , J u l 6 , 2 3 P r i n t : T h u , J u l 6 , 2 3 D r a w n b y : J E C C h e c k e d b y : X X X S2 of 2 31 2 E E l k h o r n A v e , E s t e s P a r k , C O 8 0 5 1 7 mt k @ s k y p o n d e n g i n e e r i n g . c o m 4' - 6 " 14'-0" 3' - 1 1 ⅞" Matthew Khachaturian, PE, PMP ENGINEERS STAMPED TRUSS PLANS TO BE ON JOB SITE REVIEWED BY SAFEBUILT 07/14/2023