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HomeMy WebLinkAboutPLANS New SFD 1341 David Dr 2019-01-0730" MIN. Ø LARGE BOULDERS KEY IN MIN. 18" INTO NATIVE SOIL NATIVE SOIL 10' MAX. PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FREE DRAINING GRANULAR MATERIAL 24"-30" TALL X 48" LONG ANGULAR STACKED ROCKS 4" PERFORATED DRAIN PIPE TO DAYLIGHT NOTE: STAGGER VERTICAL JOINTS BETWEEN COURSES Rip-Rap - min 2-layers 3"ϕ rocks in 6" deep geotech fabric lined recess - 8'-0" long x 2'-0" wide 7908 Conctractor: Don Darling (970) 586-1047 don@darlingenterprise.com 7914' 792 1 7 9 1 2 7 9 1 1 790 9 7 9 1 2 7 9 1 3 79 1 0 79 0 8 Re v i s e d P e r m i t S e t 1 2 / 2 7 / 1 8 WOLF RESIDENCE 1341 David Drive Estes Park, CO 80517 ©2018 Interstice Architectural Studio, LLC Site Plan Scale: 1" = 20'-0"north 0 10 20 30 40 27 ' - 4 " 25' - 0 " s e t b a c k 25'-0" s e t b a c k 4 1 ' - 3 " 2 5 ' - 0 " s e t b a c k 25'-0" setback 25'- 0 " s e t b a c k 25' - 0 " s e t b a c k 78 9 5 78 9 6 78 9 7 78 9 8 78 9 9 79 0 0 79 0 1 790 2 790 3 790 4 790 5 790 6 790 7 790 8 790 9 7 9 1 0 7 9 1 1 7 9 1 2 7 9 1 3 7 9 1 4 79 1 5 79 1 6 79 1 7 791 8 7919 7920 7921 7922 7923 7 9 2 4 792 6 7927 7928 7929 7 9 3 1 793 2 792 5 7 9 3 2 7 9 3 1 7 9 3 0 79 2 6 792 7 7 9 2 8 7 9 2 9 79 2 5 79 2 0 79 1 5 79 1 0 79 0 5 7894 7893 7892 7890 7891 7889 7888 7887 789 0 789 5 79 0 0 7 9 0 5 7 9 0 4 7 9 0 5 7 9 0 4 7 9 0 3 7 9 0 6 7 9 0 7 79 0 9 7 9 1 1 7 9 1 4 7 9 1 5 7 9 2 0 7 9 2 5 7 9 3 0 7906 7907 791 0 7911 79 1 2 7 9 0 9 7 9 1 0 7908 79 0 7 7 9 0 6 79 0 5 7 9 0 3 7 9 1 3 Garage FF 7914' on site = 100'-0" on other drawings Lower Level FF 7914' on site = 100'-0" on other drawings 792 2 High point in perimeter foundation drain Perimeter foundation drain Daylight perimeter foundation drain Daylight perimeter foundation drain Perimeter foundation shore and install well below tree roots Protect significant tree Area drain tie into foundation drain TO Wall = 7922' Area drain Counterslope up to 7922.5 Counterslope up to 7827.5 Cut grade back as illustrated - no retaining wall Daylight patio, garage and retaining wall drains Garage drains tie in Start Rock Retaining Wall TO wall=7910' - BO wall=7904' Re: detail 1/A01 Permit Information APPLICABLE CODES: 2015 International Residential Code (IRC) 2017 National Electric Code (NEC) 2015 International Energy Conservation Code (IECC) Estes Valley Development Code (EVDC) MUNICIPALITY:Town of Estes Park LEGAL DESCRIPTION: Lot 11, Block 1, Fall River Estates, County of Larimer, State of Colorado PARCEL #: 3522205011 LOT AREA: 56,192 sf ± (1.29 Acres) ZONING CLASSIFICATION: E-1 Estate OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - 13R sprinklered FLOOR AREA: Lower Level Conditioned 1089 sf Lower Level Garage 536 sf Lower Level Patio 122 sf Upper Level Conditioned 1625 sf` Upper Level Deck 218 sf BUILDING HEIGHT: Highest peak (at prow) = 31'-8" above natural grade. Height allowed by EVDC: 30'-0" Height calculated per EVDC: Lowest Grade (east wall) = 7909' Highest Grade (west wall) = 5925' Average Grade = 7917' Absolute Elevation at Prow = 7940.71' Difference (7940.71 - 7917') = 23.71' < 30.0' DESIGN CRITERIA: Project Elevation: 7920' ± Ground Snow Load: 82 psf Wind Speed: 175 mph Exposure C (habitable structure) Altitude Correction Factor: 0.76 Seismic Design Category: B Subject to Damage From Weather: Moderate to Severe Frost Line Depth: 30" Termites: Slight to Moderate Climate Winter Design Temperature: 1° F Ice Barrier Underlayment: < 4:12 pitch Flood Hazard: FEMA Zone X — Low Risk Air Freezing Index: 920 Mean Annual Temperature: 43° F Roofing Classification: Class A Presumed Soil Bearing Pressure: 2,500 psf PROPOSED PLUMBING FIXTURES: 3 toilets, 2 showers, 1 bathtub, 5 sinks, 1 dish washer, 1 washer, 2 hose bib ENERGY CONSERVATION: See REScheck Compliance Certificate on Sheet A09 A01 Title Sheet SURVEY 1 of 1 Existing Conditions Site Plan ARCHITECTURAL A02 Foundation Plan and Isometrics A03 Lower Level Floor Plan A04 Upper Level Floor Plan A05 Roof Plan A06 Exterior Elevations A07 Windows & Doors, and Reflected Ceiling Plans A08 Building Sections A09 Wall Sections A10 Interiors. REScheck and Radon A11 Stair and Railing Details STRUCTURAL S1 General Notes S2 Foundation Plan S3 Floor Framing Plan S4 Roof Framing Plan S5 Wall Framing Plan S6 Steel Frame Details Sheet IndexProject General Notes 11. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 12. Subcontractors shall submit shop drawings for review and approval to the Fire Department for the Type 13D Automatic Sprinkler System. 13. Provide blocking in all walls as required for door stops, fixtures, accessories, cabinetry and shelving (including items by Owner) - verify locations with Architect/Owner prior to drywall. Blocking may be either 2x8 Douglas Fir lumber or 8" wide 24 ga galvanized steel strapping may be used per GC's option. 14. The work illustrated on these drawings shall not interrupt the operation of surrounding off-site businesses or activities. 15. 12" Tall permanent building address numerals of a contrasting color shall be installed on the west elevation of the building or on a monument sign near the driveway entrance. Location, size, etc to be reviewed and approved by the Fire Authority. See Sheet A06 for one possible location. 16. Mechanical and Plumbing systems are to be design-build. PEX piping is permitted based on a single central manifold design with continuous piping between the manifold and each individual fixture. Remote manifolds, junctions, unions, etc. are not permitted. 17. Electrical systems beyond the design provided on Sheet A07 of these drawings shall be design-build. 18. Manufacturer’s installation instructions for the boiler, water heaters, gas fireplaces and other listed appliances or components, are to be available on the job site at the time of inspection(s) per IRC Section R106.1.2. 1. Do not scale drawings for dimensions. Dimensions are typically to face of masonry or concrete and face of framing member, unless otherwise noted. 2. Clean-up of rubbish and debris resulting from work shall be collected regularly from project site and legally disposed of. 3. 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. 4. Contractors are responsible for all materials and quantities shown in these drawings graphically as well as those called for by note. 5. The Contractor shall obtain all necessary permits to complete the proposed work and shall comply with all local, state, and federal regulations. 6. All materials and construction shall be completed in accordance with the requirements of Town of Estes Park and the 2015 IRC. 7. Provide shoring, temporary bracing, barricades and other measures as necessary to ensure a safe building construction site. 8. GC shall qualify any proposed substitutions at time of bid. 9. This project includes a passive radon mitigation system – Refer to Sheet A10. 10. Portable fire extinguishers on wall brackets shall be provided and installed in accordance with the current International Fire Code and Fire Code Standard number 10-1. All portable fire extinguishers shall be 10 lb multi-purpose ABC type, manufactured by JL Industries or approved substitute. See Sheets A03 and A04 for locations. Estes Park, Colorado Not to Scale north Project Site 1341 David Dr Downtown Estes Park We s t B o u n d a r y L i n e o f T o w n o f E s t e s P a r k a n d E s t e s V a l l e y D e v e l o p m e n t C o d e Owner: Mr. John Wolf jwolftexas@yahoo.com Architect: Joe Calvin (970) 420-8264 joe@intersticearch.com Structural Engineer: David Bangs (970) 308-8221 dbangs@trailridgece.com S75°00'W 1 2 1 . 6 8 ' S1 ° 1 5 ' 1 4 " W 1 6 2 . 2 9 ' S5 2 ° 0 0 ' E 2 0 5 . 3 6 ' N38 ° 0 0 ' E 1 9 2 . 5 9 ' Chord: S35°13'58"E 156.19' Delta=33°31'23" L=158.44' R=270.8' 26'-0" S S W W G G G E E E 10 % S l o p e 12% S l o p e 12% S l o p e 7 9 0 6 Area drain Daylight drain 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 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 6 . 6 % S w a l e 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 1 1 Rock Retaining Wall1Not to Scale 1 A01 Perforated drain pipe on exist slope Re: detail 1/A01 Perforated drain pipe at elev 7904' Re: detail 1/01 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 retaining wall drain 5" Asphalt driveway TO wall=7911.5'- BO wall=7902' End Rock Wall - TO wall=7912' BO wall=7904' 8 ' - 0 " Extend water and sanitary sewer to utilities in David Drive 1 1 Sheet Number A01 Joseph E Calvin Date Sheet Title Title Sheet and Site Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 Architectural Foundation Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 22 ' - 2 " 15'-6" 3 0 ' - 6 " 11'-0" 3 ' - 4 " 3 ' - 4 " 11'-10½"13'-1"24'-2" 11'-5"12'-9" 4'-11" 4' - 1 1 " 19 ' - 1 " 20 ' - 0 " 5' - 0 " 8' - 2 " 8'-2"5'-0" 6' - 8 " Step in FootingStep in Footing Step in Footing 1'-1¼" typ ICF wall 1' - 1 ¼" ty p I C F wa l l 1'-1¼" typ ICF wall 1' - 1 ¼" ty p I C F wa l l 1' - 1 ¼" ty p I C F wa l l Step in Footing Step in Footing 120 ° 60° 15'-0¼" 3 0 ' - 0 ¼ " 1'-1 ¼" typ IC F wall Step in Top of Wall Step in Top of Wall See Isometrics 1 ' - 1 ¼ " t y p I C F w a l l 5'-6" Refer to Structural for Footing Dimensions 1'-1 ¼" typ IC F wall 1'-11" 4'-5" 2' - 3 ¾" Building Setback Line Building Setback Line Building Setback Line TO Wall 99'-8"TO Wall 99'-8" TO Ftg 99'-8" TO Ftg 99'-8" TO Ftg 95'-6" TO Ftg 97'-0" TO Ftg 98'-2" TO Wall 109'-0" TO Wall 109'-0" TO Wall 113'-0"TO Wall 113'-0" TO Wall 109'-0" TO Wall 103'-4" TO Ftg 95'-6" TO Ftg 95'-6" TO Wall 107'-8" 18 ' - 0 " 22'-0" 8'-0" 4' - 0 " 12 ' - 8 ¾" 5' - 7 ¾" 5'-7¾" 11 ' - 9 ¾" 9'-2" 3 8 ' - 9 ½ " TO Ftg 96'-8" General Notes 1. 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. 2. Do not backfill against foundation walls until all adjacent floor framing is in place and securely anchored or until adequate temporary shoring is installed. 3. Electrical and Plumbing Contractors shall review sleeve locations and other blockouts as needed in formwork before concrete is placed. 4. Where footings cannot be constructed because they would require the removal of bedrock, foundation walls may be dowelled directly to the existing bedrock. Refer to Structural for detail. This alternate detail cannot be used where the ufer ground is to be located - coordinate with Electrical Contractor. 5. Refer to Structural for additional requirements. 5'-0"6'-4" 5' - 0 " 7' - 9 "4'-0" 1 ' - 6 " ⅛" per foot Slope Dn ⅛" per foot Slope Dn ⅛" p e r f o o t Sl o p e D n ⅛" p e r f o o t Sl o p e D n ⅛ " p e r f o o t Slo p e D n ⅛ " p e r f o o t Slo p e D n Floor drain Re: Sheet A01 Area drain Re: Sheet A01 4 " s l a b 5 " s l a b 8" thickened slab for future residential elevator - omit hydronic tubing this area 8" thickened slab for stair landing - Re: Sheet A11 - omit hydronic tubing this area Areas of thickened slab See Plan 1⅛" 1⅛" 5' - 6 ½" 8' - 4 ⅜" 8'-4⅜" 5'-1 ¼" Floor drain for plumbing/ mechanical equipment Re: Sheet A01 MC to verify location 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A02 Joseph E Calvin Date Sheet Title Foundation Plan and Isometric October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 Lower Level Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Garage Sunken Patio Entry Guest 2 Guest 1 Bath Living Room Closet Steel emergency escape ladder FF=100'-0" (7914') Future Elevator See Sheet A10 22 ' - 2 " 1½" t y p fr a m i n g t o IC F o f f s e t 5½" 24'-0½" 1'-1¼"22'-11¼" 1'-6"16'-0"1'-6" 3½" Recessed wall to match overhead door finish 1'-1¼" typ ICF wall 15'-6" 3 0 ' - 6 " 120 ° 11'-0" 8'-9" 1'-0" 3 ' - 5 1 / 2 " 3 ' - 4 " 6 ' - 3 3 / 4 " 3 ½ " 2 ' - 1 0 " 3 ½ " 5 ' - 3 " 3 ½ " 5'-6" 3 ½" 5'-0¼"8'-3 ¾"11'-8 3/16" 3½" 14'-5 1/4"3½" 2'-3½" 4' - 1 " 3' - 1 0 ½" 2'-1" 2' - 1 " 1'-8" 8' - 6 1 / 4 " 6" 10 ' - 9 ¾" 2'-0" 18 ' - 1 1 ¾" 20 ' - 0 " 13'-4" 5' - 0 ¼" 3" 2'-3" 3" 10" Soffits for "space- over-space" effect 1½" 5½"6¼" 5' - 0 " 9' - 0 " 4' - 0 " 4½" 6' - 2 " 1' - 5 ½" 8'-0"7'-1¼"12'-8 ¾" 5'-0"9'-0"8'-0" 5'-0¼" 5' - 0 ¼" 3 8 ' - 7 ¼ " 1 4 ' - 8 " 3 ' - 4 " 3 ½ " 5 ' - 8 ½ " 5 ' - 4 " 2'-0" Gas Fireplace 3 ' - 0 " x 6 ' - 8 " p r i v a c y s e t 2 ' - 8 " x 6 ' - 8 " p r i v a c y s e t 2 ' - 0 " x 6 ' - 8 " p r i v a c y s e t 2'-8" x 6'-8" privacy set 2'-8" x 6'-8" passage set 2'-0" x 6 ' - 8 " pass a g e s e t Edge of tile or flagstone Edge of tile or flagstone Fire extinguisher see General Note on Sheet A01 Boiler and side-arm hot water tank 2'- 8 " x 6 ' - 8 " 20 - m i n i n s u l a t e d H M cl o s e r & e n t r a n c e s e t 4½"5½" Frostproof hosebib w/ integrasl backflow preventer Frostproof hosebib w/ integrasl backflow preventer 2'-11 ¾" 16 ' - 0 " 1' - 6 " 1' - 5 ¾" 16 ' - 0 " W x 8 ' - 0 " O v e r h e a d D o o r w i t h O p e n e r F SS T V M M G G LL MM NN1'-6" 6" Stucco on ICF or Stone veneer ⅝" gyp bd on ICF - typ ⅝" gyp bd on ICF - typ General Notes 1. All work shall comply with governing codes for construction 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of ICF and face of framing member, unless otherwise noted. 3. All interior walls to be framed to structure above except where otherwise noted. 4. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 5. All interior doors are to be single panel or two panel wood unless otherwise noted. 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. Alternately 8" galvanized steel 24 ga plates and/or strapping may be used. 8. Refer to REScheck documentation on Sheet A09 for exterior wall, floor and roof assembly insulation requirements. 9. Provide sound batt insulation at all bedrooms, bedrooms, laundry and mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Refer to Structural Drawings for additional requirements. Refer to isometric above right for soffit above for "space over space" effect ⅝" typeX gypsum board at wall separating garage from house and on ceiling 1 1 No step at door openings 1 No step at door opening 1 CO Carbon Monoxide Detector1 Concrete filled steel bollard to protect mechanical equipment from vehical impact 1 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A03 Joseph E Calvin Date Sheet Title Lower Level Floor Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 7 A10 Upper Level Floor Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 Closet Bath Bedroom Laundry Kitchen Great Room Powder Pantry Hall Deck 21 ' - 1 1 " 23'-11"5'-0¼"20'-0" 15 ' - 0 " 5' - 0 ¼" 5' - 0 ¼" 12 ' - 1 1 ¾" 16'-11¾"5'-0¼"15'-5¼" 3 0 ' - 5 ¼ " 19'-11 " 4 1 ' - 1 1 ¼ " FF=110'-0" (7924') 4' - 6 " 6' - 0 " 2' - 1 1 " 3½" 2'-8¾" 3½"5'-1 0 " 5½"9'-0"3½" 3'-6" 5½" 7' - 2 ½" 3½" 3' - 6 " 10'-0½" 3½" 11 ' - 0 " 5½" 7' - 1 ½" 3½" 3' - 3 ½" 6' - 2 " 3½" 3' - 3 " 5½" 3½" Fire extinguisher see General Note on Sheet A01 3½" 1' - 3 " 3 ½ " 6' - 1 1 ¼ " 3½"3'-0"3'-8" 9'-0" 1 0 ' - 9 " Edge of tile or flagstone 7 ' - 0 " 3'-10" Run power to Kitchen Island Furniture by Owner E E General Notes 1. All work shall comply with governing codes for construction 2015 IRC. 2. Do not scale drawings for dimensions. Dimensions are typically to face of ICF and face of framing member, unless otherwise noted. 3. All interior walls to be framed to structure above except where otherwise noted. 4. Field verify all rough openings and wall widths prior to fabrication and/or ordering of materials. 5. All interior doors are to be single panel or two panel wood unless otherwise noted. 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. Alternately 8" galvanized steel 24 ga plates and/or strapping may be used. 8. Refer to REScheck documentation on Sheet A09 for exterior wall, floor and roof assembly insulation requirements. 9. Provide sound batt insulation at all bedrooms, bedrooms, laundry and mechanical room walls -- typical. Install thermal batt insulation at all furring locations shown at exterior walls on plan. 10. Refer to Structural Drawings for additional requirements. 2'- 0 " x 6 ' - 8 " pass a g e s e t 3'-0" x 6 ' - 8 " privacy s e t hinge c l o s e r 5'- 0 " x 6 ' - 8 " pri v a c y s e t 3'-0" x 6'-8" privacy set 2'-0" x 6'-8" passage set 2'-8" x 6'-8" pocket 2'-8" x 6'-8" pocket 3'-0" x 6'-8" pocket 3½"1'-8½" 2' - 9 ½" 6' - 0 " 3'-6" 3 ' - 6 " 6 ' - 0 " 7 ' - 6 " Gas log fireplace product TBS 7'-2"8"3'-10"2"3'-10"7¾"3'-8¼"7'-1¼"3' - 8 ¼" 7' - 2 " 8" 2' - 1 0 " 7½" 13'- 6 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 7 ½ " 7 ½" 3'-10" 2" 3'-10" 3 ' - 1 0 " 2 " 3 ' - 1 0 " 2 " 3 ' - 1 0 " 7 ¾ " 3 ' - 3 " 2 " 3 ' - 3 " 8 ' - 1 ¼ " 2" 2'-8" 4" 2'-8"2"2'-8" 6" 3'-0" 2" 3'-0" J J J J J J JJR R opp Y YEE KK KK JJ JJ JJ RR SSSS SS SS RR UU UU 7 A10 4-tier 12"x48" shelving @ 18"oc 5-tier shelving 18" deep at 18"aff 12" at 2'-10" & 4'-2" 6" at 5'-6" & 6'-2" No step at door openings 1 CO Carbon Monoxide Detector 1 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A04 Joseph E Calvin Date Sheet Title Upper Level Floor Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 Roof Plan Scale: 1/4" = 1'-0"north 0 1 2 4 6 8 3:12 Slope Dn 3:12Slope D n 3: 1 2 Sl o p e D n 1.5:12Slope D n 1. 5 : 1 2 Sl o p e D n 3:12Slope D n 3:12Slope D n 3 : 1 2 S l o p e D n 3 : 1 2 S l o p e D n 2'-0" 2 ' - 0 " 2'-0" 8" 8" 2' - 0 " 2'-0" 2'-0" 2' - 0 " 2'-0" 2' - 0 " 2'-0" 2'-5 ½" 3:12 slope 3:12 slope Standing seam metal roofing - prefinished General Notes 1. All roof flashing, gutters, and downspouts shall be prefinished metal. Provide samples for Owner approval prior to ordering. 2. All roof penetrations shall be completed prior to roofing installation and sealed watertight. 3. Provide 2x6 blocking at unsupported edges between joists, at roof vents, roof curbs, etc. Prefinished gutter and downspout Prefinished gutter and downspout Prefinished gutter and downspout Extend upper gutter to spill onto lower roof between standing seams Val l e y Change in Slope C h a n g e i n S l o p e Prefinished metal cap 4x12 treated wood beams 6x16 treated wood beam Standing seam metal roofing - prefinished 1 A08 1 A08 2 A08 2 A08 3 A08 3 A085A085 A08 4 A08 4 A08 6 A08 6 A08 Sheet Number A05 Joseph E Calvin Date Sheet Title Roof Plan October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 North Elevation4Scale: 3/16" = 1'-0" 0 2 4 6 8 10 South Elevation2Scale: 3/16" = 1'-0" 0 2 4 6 8 10 Northeast Elevation1Scale: 3/16" = 1'-0" 0 2 4 6 8 10 Southwest Elevation3Scale: 3/16" = 1'-0" 0 2 4 6 8 10 G G A B C D E E F F M M H H H J J J K L H H H H H H J J J J J K N F F P P P Q Q R T V R opp WW X Y Z AA BB CC DD GG HH Y EE Z FF L U 16'-0" W x 8'-0" Overhead Door with Opener EIFS joints to match overhead door on 3½" framing - See A03 Synthetic or natural stone veneer over ICF - product TBS 10 ' - 0 " 1 5 / 1 6 " EIFS fascia and soffit Prefinished metal drip edge to match standing seam roofing Synthetic or natural stone veneer over ICF - product TBS 2" EIFS with V-groove reveal joints as shown AA BB CC DD GG HH Y EE Z FF EIFS joints to match overhead door on 3½" framing - See A03 QQ QQ PP PP PP PP PP RR RR SS SS SS SS TT TT UU UU KK JJ KK JJ KK JJJJ JJ KK KK General Notes 7. Contractor to verify window RO sizes in the field, and wood & cladding colors and options with the Owner prior to ordering. Glass to have a maximum U- value of 0.32. Run a continuous bead of sealant around doors and window frames. 8. All existing exterior lighting is to be shielded, down lighting. Any up- component of lighting is to be fully captured by the buildings deck and roof structures. No up-light is to be emitted to the sky. Down-component of lighting is to be cut-off type. Light fixture models, finishes, and options are to be reviewed with and approved by the Owner and Community Development Inspector. Exterior building lights are to be collectively time-clock controlled. 9. All roof penetrations shall be completed prior to roofing installation and sealed weathertight. Penetration locations shown are schematic and are to be confirmed with the mechanical and plumbing contractors. 1. Refer to Sheet A07 for location of tempered glass units. 2. Confirm that the grade slopes away from Building. Notify Architect of any other conditions. 3. Run a continuous bead of sealant around all door and window openings and at all joints at change of finish materials. 4. Provide samples of all colors and finish types for Owner's approval prior to fabrication or ordering of materials. 5. Refer to Structural drawings for additional embed plates and angles. 6. Coordinate with Mechanical, Plumbing, and Electrical Contractors to verify openings shown and to locate additional openings. Synthetic or natural stone veneer over ICF - product TBS Synthetic or natural stone veneer over ICF - product TBS Prefinished metal drip edge to match standing seam roofing Prefinished metal drip edge to match standing seam roofing Prefinished metal drip edge to match standing seam roofing 16 ' - 7 ¼" 8' - 8 ½" 8' - 8 ½" 10 ' - 0 " 12 3 15 ' - 7 ¾" 1' - 9 " 10 ' - 0 " 16 ' - 7 ¼" 2' - 0 " 15 ' - 8 ½" 10 ' - 6 " Prefinished metal drip edge to match standing seam roofing EIFS fascia and soffit EIFS fascia and soffit EIFS fascia and soffit Prefinished metal drip edge to match standing seam roofing EIFS fascia and soffit Prefinished metal gutter and downspout Prefinished metal gutter and downspout Steel emergency escape ladderStone cap 3' - 0 " 9" 2" EIFS with V-groove reveal joints as shown2" EIFS with V-groove reveal joints as shown 10 ' - 6 " 10 ' - 0 " 2" EIFS with V-groove reveal joints as shown Prefinished aluminum break metal to conceal structure between windows Prefinished aluminum break metal to conceal structure between windows 2" EIFS with V-groove reveal joints as shown 2" EIFS with V-groove reveal joints as shown Ventilation opening Possible location of address numerals See General Note 15 on Sheet A01 Sheet Number A06 Joseph E Calvin Date Sheet Title Exterior Elevations October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 A B C D E E F F G G H H H H H H H H H J J J J J J J J K L K L N M M F F P P P Q Q R S S T U V R opp WW X Y Z AA BB CC DD GG HH Y EE Z FF JJ JJ JJ JJ JJ KK KK KK KK KK QQ LL MM NN QQ PP PP PP PP PP PP RR RR SS SS SS SS TT TT UU UU 7' - 3 " 4' - 3 " 5' - 3 " 6' - 3 " 7' - 3 " 3'-10"3'-10"3'-10"3'-10"3'-10"3'-10"3'-10"3'-2" 7' - 4 ½" 3' - 1 1 / 2 " 4' - 6 " 1' - 1 1 ½" 6' - 7 ½" 1 4 ° 12 4 5½" 4' - 7 " 3' - 8 " 3'-0"3'-0"3'-10"3'-10" 7' - 9 ½" 5½" 3' - 1 1 ½" 3'-2"3'-10"3'-10"3'-10"3'-10" 7' - 4 ½" 3' - 1 ½" 3' - 1 1 ½" 6' - 7 ½" 5½"2" 1' - 1 1 ½" 7' - 1 0 ½" 3' - 1 1 ½" 6' - 7 ½" 7' - 4 ½" 1' - 1 1 ½" 3' - 9 " 3'-10"3'-10"3'-6"3'-6" 7' - 4 ½" 7' - 1 " 7'-2" 8' - 2 " 4" 3'-8"3'-8"2'-10"3'-2" 6' - 9 " 1' - 7 " 7' - 1 " 6' - 4 ½" 3'-6"3'-6"2'-10"2'-10"3'-4"3'-4" 6' - 3 " 5' - 6 " 4' - 7 ½" 3' - 9 " 2' - 8 ¾" 1' - 1 0 ¼" 3'-4"3'-4"3'-4" 7' - 3 " 4' - 9 ½" 1' - 1 1 ½" 2" 7'-2" 1' - 1 1 ½" 5' - 8 ½" 4' - 6 " 3' - 2 " 3'-0"3'-0"3'-0"3'-0" 4' - 6 " 1' - 1 1 ½" 3' - 2 " 3'-0"3'-0"3'-0" 4' - 6 " 1' - 1 1 ½" 3' - 2 " 2'-8"2'-8"4"2'-8"2'-8"4"2'-8"2"2'-8" 6' - 6 " 1' - 8 " 3' - 2 " 4' - 7 ½" 4" 6' - 6 " 3' - 2 " 3'-3"3'-3" Exterior Door and Window Elevations Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Reflected Ceiling Plans Scale: 1/8" = 1'-0"north 0 2 4 8 12 16 T T TTT T T TT TT TT T T T T Egress Egress T T T T T T T T T T T T T 4" 8' - 2 " 2'-9½"3'-5" 6'-2" 6' - 9 " T&G Wood Cloud ceiling concealing Energy Recovery System and whole-house exhaust fan above Large Ceiling Fans ⅝" gypsum board ceilings ⅝" gypsum board ceilings ⅝" MR gypsum board ceilings epoxy paint bathroom ceilings General Notes 1. Field verify all rough openings and finish wall thickness prior to ordering or fabrication of materials. 2. Contractor to run a continuous bead of sealant around all doors, windows, and other openings or joints. Leave adjacent surfaces clean. Provide backer rod where necessary. 3. Provide hardware finish samples for Owner's selection prior to ordering. 4. Provide blocking in framed walls for door stops, cabinetry, shelving, kitchen and toilet accessories, etc. 5. Glass to have a maximum U-value of 0.32. 6. Typical gyp bd level of finish is to be #4 on this project except where noted otherwise. Walls to receive tile are to be tile backer board with level #2 finish. Walls to receive epoxy or glossy paint are to be level #5 finish. Ceilings are to be #3 level to receive texture finish and paint. 7. All interior trim & base boards are to be 1x4 wood (species to be selected) unless shown otherwise. 8. Provide metal drywall corner bead at all exposed interior gyp bd corners. 9. Panes of glass marked "T" on Window Elevations are to be tempered. Door and window supplier shall be responsible for bidding and supplying tempered unit as required by code, including but not limited to those shown. 10. Supplier shall be responsible for verification of all window quantities, window sizes, and rough opening sizes as related to matching door & window rough openings so that trim aligns. 11. All window elevations this sheet depict the exterior side of windows. Upper Level Lower Level SD SD Smoke detector at highest point in Upper Level Bedroom Smoke detector at high ceiling near bedroom (Cloud to west is too low) SD SD SD Guest bedroom smoke detector Guest bedroom smoke detectorSmoke detector Open to above 108'-8½"± Open to sky 108'-8½"± 108'-8½"± 108'-8½"± 108'-8½"± 108'-8½"± 107'-2"± 107'-2"± 107'-2"± 119'-10"± 118'-0" 118'-0" 3:12 Slope Dn 3:12 Slope Dn 3: 1 2 Sl o p e D n 3:12Slope D n 3:12Slope D n 1.5:12 slope Bathroom exhaust fan Bathroom exhaust fan Kitchen exhaust hood Route clothes dryer exhaust duct to exterior Route bathroom exhaust fan northeast to chimney and to roof or exterior wall 1 Sheet Number A07 Joseph E Calvin Date Sheet Title Windows & Doors, and Reflected Ceiling Plans October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 Building Section1Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section2Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section3Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Building Section4Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section5Scale: 1/4" = 1'-0" 0 1 2 4 6 8Building Section6Scale: 1/4" = 1'-0" 0 1 2 4 6 8 10 ' - 0 " 15 ' - 0 " 14 ' - 1 1 ⅞" 10 ' - 0 " 4" 4' - 1 0 " 8" 100'-0" Lower Level FF 110'-0" Upper Level FF 6" 1' - 1 ¼" 14 ' - 0 " 1' - 8 ½" 2'-0"12 3 8' - 1 ⅛" 10 ' - 0 " 1' - 1 0 " 10 ' - 1 0 " 126'-7¼" Top of Slope 3' - 0 " 10 ' - 0 " 4" 7' - 0 " 16 ' - 7 ¼" 2' - 0 " 10 ' - 0 " 4' - 6 " 2 A09 1 A09 Line of existing grade Soffit Gas log fireplace product TBS Gas fireplace product TBS Line of existing grade Line of modified grade Future residential elevator - Pneumatic Vacuum Elevators model UB52 15 ' - 0 " 10 ' - 0 " 8" eave at Kitchen windows Overframing at cricket Exposed glulam beam re: Structural Refer to Sheet A11 for stair construction Refer to Sheet A11 for stair construction 123 121½" ⅝" type-X gypsum board at garage ceiling ⅝" typeX gypsum board at wall separating garage from house 1 Sheet Number A08 Joseph E Calvin Date Sheet Title Building Sections October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 100'-0" Lower Level Finish Floor 110'-0" Upper Level Finish Floor 125'-0" Top of Wall 1' - 7 ¼" 126'-7¼" Top of Slope 15 ' - 0 " 10 ' - 0 " 4' - 6 " 95'-6" TO Footing 2'-0" 110'-0" Upper Level Finish Floor 100'-0" Lower Level Finish Floor 99'-8" TO Footing 113'-0" Top of ICF 120'-0" Bearing Height 4" 10 ' - 0 " 3' - 0 " 7' - 0 " 123 123 2'-0" East Wall Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”West Wall Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Standing seam metal roofing over high-temperature ice and water shield Prefinished metal flashing to match roofing Standing seam metal roofing over high-temperature ice and water shield Prefinished metal flashing to match roofing Roof decking - re: Structural Roof decking - re: Structural 2x12 blocking 2x12 blocking R38 FG batt insulation between 11⅞" I-joists at 24" oc - re: Structural R38 FG batt insulation between 11⅞" I-joists at 24" oc - re: Structural Stucco fascia over ½" sheathing Stucco fascia over ½" sheathing (2) LVL rim joists - re: Structural (2) LVL rim joists - re: Structural Stucco soffit over ½" sheathing with soffit vents in each bay Stucco soffit over ½" sheathing with soffit vents in each bay Stucco finish with reinforcing mesh over 1" rigid insulation over min 14 lb asphalt-saturated felt weather-resistant sheathing paper (complying with IRC 703.4) over ½" Exposure-1 sheathing Stucco finish with reinforcing mesh over 1" rigid insulation over min 14 lb asphalt-saturated felt weather-resistant sheathing paper (complying with IRC 703.4) over ½" Exposure-1 sheathing 2" spray closed cell insulation 3½" FG batt insulation between 2x6 studs @ max 16" oc See Structural for additonal requirments ⅝" gypsum board ceiling over 6-mil poly vapor barrier - paint ⅝" gypsum board ceiling over 6-mil poly vapor barrier - paint Caulk (2) 2x6 top plates with additional sloping plate for bearing - refer to Structural for connection/hold-down Caulk 2x6 top plate with additional sloping plate for bearing - refer to Structural for connection/hold-down 1x wood trim - stain 4x4 steel tube drilled and filled with spray insulation Re: Structural Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value Direct set aluminum clad window frame with Low-E double pane glass - max 0.32 U-value 1' - 6 ⅝" V I F 4x4 steel tube drilled and filled with spray insulation Re: Structural Anchor bolt - min 2" from face of concrete re: Structural Gypsum board sheathing - texture and paint Gypsum board sheathing - texture and paint Gypsum board sheathing - texture and paint 1½" 1'-1 1/4" 2⅝"8"2⅝" Natural or synthetic stone TBS Prefinished metal flashing to match window cladding Insulated concrete form foundation wall re: Structural for reinforcing Concrete footing - re: Structural10 " 2'-0" 4" gravel - refer to radon mitigation detal sheet A10 4" gravel - refer to radon mitigation detal sheet A10 4" concrete slab - re: Structural for reinforcing 15-mil poly vapor barrier Hydronic heating tubes 15-mil poly vapor barrier 4" concrete slab - re: Structural for reinforcing Hydronic heating tubes 1x6 wood base - stain Gap between gypsum board and slab 1'-1 1/4" 2⅝"8"2⅝" Concrete footing - re: Structural Insulated concrete form foundation wall re: Structural for reinforcing Membrane or fluid applied waterproofing down wall and over top of footing Do not place backfill until floor framing and sheathing is complete ⅝" gypsum board ceiling Caulk Install PT ledger and anchor bolts into ICF before concrete pour Joist hanger - re: Structural 11⅞" I-joists @ 12"oc - Re: Structural 11⅞" I-joists @ 12"oc - Re: Structural ⅝" gypsum board ceiling 1¾" x 11⅞" LVL rim joist Caulk 1x wood trim - stain Stucco finish with reinforcing mesh over 1" rigid insulation over min 14 lb asphalt-saturated felt weather-resistant sheathing paper (complying with IRC 703.4) over ½" Exposure-1 sheathing Floor decking - re: Structural 3" concrete topping Hydronic heating tubes elevated above decking 1x6 wood base - stain Floor decking - re: Structural 3" concrete topping Hydronic heating tubes elevated above decking (3) 2x6 plates 5½" 1x wood trim - stain 1x wood trim - stain 1½" 4" m i n Min No.26 galvanized weep screed in stucco system below sill plate to comply with R307.7.2.1 1 1 1 1 Ventilation baffles each joist space full span low to high eave Ventilation baffles each joist space full span low to high eave 1 1 Continuous soffit vent Continuous soffit vent 1 30" MIN. Ø LARGE BOULDERS KEY IN MIN. 18" INTO NATIVE SOIL NATIVE SOIL 10' MAX. PROVIDE POSITIVE DRAINAGE AWAY FROM WALL FREE DRAINING GRANULAR MATERIAL 24"-30" TALL X 48" LONG ANGULAR STACKED ROCKS 4" PERFORATED DRAIN PIPE TO DAYLIGHT NOTE: STAGGER VERTICAL JOINTS BETWEEN COURSES West Wall Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Sheet Number A09 Joseph E Calvin Date Sheet Title Wall Sections October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 Joseph E Calvin, AIA - Principal, Interstice Architectural Studio, LLC October 2, 2018 . . . .. ·.:. · /.... . . . .·•-• · .. •.• . :_·_• : ... Radon mitigation p PASSIVE SUB·SU,B OEPRESSURIZATION RADON ONTROL SYSTEM FOR NEW CONSTRUCTION . _ CONCRETE SLABS THAT COME IN CONTACT WITH THE GROUND SHIU.. BE LAID. OVER A GAS PERMEABLE MATERIAL U,Df uP Of' EITHER A MINIMUM -4" THICK UNfORM LAYER Of' CLEAN AGGREGATE, OR A MINIMUM -4" THICK UNlf'ORM LAYER Of' SANO, OVERLAIN BY A LAYER OR STRPS OF' UANUF' ACTUREO MATTING DESIGNED TO ALLOW THE LATERAL f'LOW OF SOIL GASES.; . . . . 2. ALL CONCRETE f'LOOR SLABS SHALL BE DESIGNED ANO CONSTRUCTED IN ACCORDANCE WITH LOCAL BUILDING. CODES. AOOITIONAL REF'S: AMERICAN CONCRETE INSTITUTE PUBLICATIONS, "ACl.302.1R" Ii "AC13J2R", OR THE POST TENSIONING tlSTITUTE MANUAL, "DESIGN AND CONSTRUCTION Of POST-TENSIONED SLABS ON GROUND"• .· 3. ALL OPENINGS, GN>S ANO JOINTS IN fLOOR. NfJ WALL ASSEMBLIES IN CONTACT SOL OR GAPS AROUND PPES, TOlETS,BATHTUBS OR DRJJNS PENETRATtlG THESE ASSEMBLIES SHALL BE FLLED OR Q.OSEO WITH MATERIALS THAT PROVIDE A PERMANENT >JR-TIGHT SE>L SEAl LARGE OPENINGS WITH NON-SHRINK MORTAR, GROUTS OR EXPN()ING FOAM MATERIALS NfJ SMALLER GN'S WITH AN ELASTOMERIC JOINT SEALANT,AS DEFINED IN ASTM C920·87. . 4. VENT PIPES SHALL BE INSTAlLED SO THAT NfY RAINWATER OR CONDENSATION DRAINS DOWNWARD t,tTO Tt-£ CROUNO BENEATH THE SLAB OR SOIL·GAS.·RET ARDER MEMBRANE. 5. ORCUITS SH<M.O BE A MINIMUM 15 NIP, 115 VOLT. EXHAUST no· f"ROM OPEMNGS INTO CONDITIONED SPACES Of' BUILDING> 12• MIN. ABOVE ROOF' ATTIC JOIST =======tr==;i:".><l;::::===:::i 1 ·1==:;z::::=====1 ELECTRICAL: JUNCTION BOX FOR FUTI.RE NSTALlATION LIVING N?.f.A NTERIOR PMTITION or VENT FAN: NOTE 5. ==:Jt::!::--ELECTRICAl JUNCTION BOX .FOR F'UTI.RE tlSTAlLATION or. WARNING DEVICE; NOTE 5. JOIST SUPPORT 'STRAPPING /r,,,,:;:; !16--C>P BLOCK OR OTHER SEAl ON HOLLOW BLOCK WAlLS ::;:::::h :--WATERPROOf SEAlANT >PPLED TO EXTERIOR WAllS . soa.-GAS·RET AROER MEMBRANE (MIN. 6·LIIL POLYETHYLENE SHEETING OR EQUIVALENT>; OVERLN' SEAMS 12" MIN. SEAl OPENINGS IN SLAB AN. O MOUND PENETRATIONS;NOTE 3 3•.4• DIA. VENT PPE <PVC OR EQUVAlENTJ SLAB; NOTE 2 MK -4" THICK LAYER OF GAS PERME>BLE MATERIAi.i NOTE 1 .. ..........·. ·::: :·--:· . . . . . .. . .. ,;·. .... · ·.• L,CPB-20 (7/98) . . . .·. .. . . .. . • : ··:if .::(:J-i/;" :?:-. I Great Room10Not to Scale Hall and Deck9Not to Scale north Bedroom6Not to Scale north Living Room2Not to Scale north Deck8Not to Scale n o r t h Bedroom5Not to Scale nor t h Guest Room 11Not to Scale n o r t h Bottom of Stair4Scale: 1/16" = 1'-0"n o r t h Guest Room 23Not to Scale north Kitchen Cabinets7Scale: 1/4" = 1'-0" 0 1 2 4 6 8 1. Cabinets shown are preliminary only. Layout and elements will vary from those shown. 2. Provide countertops with backsplashes Cabinet Notes Open shelving 2'-0"2'-0"3'-0"2'-3"2'-0" 3' - 0 " 1' - 6 " Dish washer w/ cabinetry face CloudClosed soffit/lid over pantry and laundry 1'-3"3'-0"1'-3" 3' - 0 " 1' - 6 " 2' - 6 " 10 " 3'-0"3'-3" 9' - 2 " 9' - 2 " Cloud Generated by REScheck-Web Software Compliance Certificate Project Wolf Residence Energy Code:2015 IECC Location:Estes Park, Colorado Construction Type:Single-family Project Type:New Construction Conditioned Floor Area:2,542 ft2 Glazing Area 40% Climate Zone:5 (7944 HDD) Permit Date: Construction Site: 1341 David Drive Estes Park, CO 80517 Owner/Agent:Designer/Contractor: Joe Calvin Interstice Architectural Studio, LLC PO Box 1555 Estes Park, CO 80517 joe@intersticearch.com Permit Number: Compliance: Passes using UA trade-off 5.5% Better Than Code Maximum UA:820 Your UA:775 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Compliance: Envelope Assemblies Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Cathedral Ceiling over entire Upper Level: Cathedral Ceiling (no attic)1,743 38.0 0.0 0.027 47 Garage Ceiling: Cathedral Ceiling (no attic)477 52.0 0.0 0.020 10 Floor at Cantilevers: Cathedral Ceiling (no attic)82 52.0 0.0 0.020 2 Wall 1 Facing SE adjacent to Great Room: Wood Frame, 16" o.c.216 28.0 10.0 0.031 3 All Windows in Wall 1: Wood Frame 130 0.320 42 Wall 2 facing NE adjacent to Great Room: Wood Frame, 16" o.c.629 28.0 5.0 0.038 8 All Windows in Wall 2: Wood Frame 429 0.320 137 Wall 3 facing N: Wood Frame, 16" o.c.536 28.0 5.0 0.038 9 Sliding Glass Door: Glass Door (over 50% glazing)50 0.500 25 Window: Wood Frame 240 0.320 77 Wall 4 facing NE: Wood Frame, 16" o.c.148 28.0 5.0 0.038 4 Glass Entry Door: Glass Door (over 50% glazing)21 0.500 11 Lower Level Windows in Wall 4: Wood Frame 30 0.320 10 Wall 5 facing E adjacent to Bedroom: Wood Frame, 16" o.c.208 28.0 5.0 0.038 3 Sliding Glass Door: Glass Door (over 50% glazing)50 0.500 25 Upper Level Windows in Wall 5: Wood Frame 76 0.320 24 Project Title: Wolf Residence Data filename:Page 1 of 10 10/10/18Report date: Assembly Gross Area or Perimeter Cavity R-Value Cont. R-Value U-Factor UA Wall 6 facing N adjacent to Bedroom: Wood Frame, 16" o.c.263 28.0 5.0 0.038 6 Upper Level Windows in Wall 6: Wood Frame 113 0.320 36 Wall 7 facing W adjacent to Bath: Wood Frame, 16" o.c.176 28.0 5.0 0.038 5 Upper Level Windows in Wall 7: Wood Frame 39 0.320 12 Wall 8 facing S: Wood Frame, 16" o.c.184 28.0 5.0 0.038 6 Upper Level Windows in Wall 8: Wood Frame 39 0.320 12 Wall 9 facing SW: Wood Frame, 16" o.c.138 28.0 5.0 0.038 3 All Windows in Wall 9: Wood Frame 72 0.320 23 Wall 10 facing W adjacent to Kitchen: Wood Frame, 16" o.c.238 28.0 5.0 0.038 7 Sliding Glass Door: Glass Door (over 50% glazing)42 0.500 21 Wall 11 facing S adjacent to Kitchen: Wood Frame, 16" o.c.165 28.0 5.0 0.038 4 Upper Level Windows in Wall 11: Wood Frame 60 0.320 19 Wall 12 facing SW adjacent to Great Room: Wood Frame, 16" o.c.263 28.0 5.0 0.038 5 Upper Level Windows in Wall 12: Wood Frame 132 0.320 42 Total of all ICF Walls: Insulated Concrete Forms 695 24.0 0.044 31 Lower Level Floor: Slab-On-Grade (Heated) Insulation depth: 3.0' 155 24.0 0.683 106 Name - Title Signature Date Compliance Statement: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Project Title: Wolf Residence Data filename:Page 2 of 10 10/10/18Report date: Thermal Envelope Not to Scale Sheet Number A10 Joseph E Calvin Date Sheet Title Interior, REScheck, and Radon October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 12'- 4 " s t r i n g e r 1 5 T @ 1 1 " = 1 3 ' - 9 " 1 6 R @ 7 ½ " = 1 0 ' - 0 " 1½" steel pipe railing shaped to stair geometry 2" square steel posts Tension Cables (2) lag bolts per post ½" ϕ steel rod standoffs at each post 4" x 12" x 4'-0" wood treads special shapes at lower winding treads 3"x5" steel tube stringers 2x2 wood standoff 2'-3" 3" 10" 3" 7 ½"2 ½" gap 4'-0" 1 1 " 1 ' - 7 " 1 ' - 8 ¾ " 1 0 ⅝ " 1'-0¾"1'-8⅝"1'-6⅞" 1 1 " 1 1 " 1 1 " 1 1 " 1 1 " 1 ' - 0 " 6 ' - 6 " 4 ' - 2 ⅜ " 1 0 ' - 1 0 ¼ " i n s i d e c o r n e r o f f r a m i n g t o f a c e o f f l o o r b e a m 12'-11½"4'-4⅜" 10'-11⅝" 4' - 0 " 7' - 6 ¾" 12'-11½" 18'-9" 10 ' - 9 ¼" 1 2 ° 12 ° 12° 12° 12° up 11" typ a t walkline Walk-line 12" from inside railing 3 A 1 1 (7) non-winding treads @ 11" = 6'-5" (1 6 ) R @ 7 ½" = 1 0 ' - 0 " f l o o r - t o - f l o o r Edge of wood tread below 11" 7½"4" 1'-0" 3' - 0 " 2 A11 1 A11 5" 3 ½" 4" x 12" x 4'-0" wood treads - special shapes at lower winding treads 3"x5" steel tube stringers 1½" steel pipe railing shaped to stair geometry ½" ϕ steel rod standoffs at each post 2" square steel posts Tension cables 2x2 wood posts with steel angle connectors per detail 34 ° Variations of standard wood/steel post - weld to top of stringer Masonry on wood frame base and lower 3 treads See detail 5/A11 for wood dimensions 5'-0" sq x 8" thickened slab for future elevator - see Sheet A02 2½" g a p Future residential elvator - Pneumatic Vacuum Elevators model UB52 Handrail continues above Edge of tile or flagstone 1 1 ¾ " 1'-9¾" 3'-3¾" 1 ' - 8 " 1 ' - 9 ¾ " 9 9/ 1 6 " a t (5) w o o d wind e r t r e a d s 1 ' - 0 " a t u p p e r t r e a d s 3¾" 3' - 6 1 / 2 " 2" 3' - 0 " 9" 1½" steel pipe railing - shaped to opening and deck geometry ½" ϕ steel rod standoffs at each post 2" square steel posts Tension cables Aluminum brake metal Balcony Railing and Post1Not to Scale Tread Attachment to Stringer2Not to Scale Stair Construction4Not to Scale north Enlarged Stair Plan6Scale: 1/2" = 1'-0"north 0 6"1'-0"2'-0"3'-0"4'-0" Stair Section3Scale: 1/2" = 1'-0" 0 6"1'-0"2'-0"3'-0"4'-0" Lower Treads Platform5Not to Scale north ¾" sheating - typ 2x4 furring with ½" sheathing for stone base Dimensions are based on assumptions of 2" stone cap on horizontal surfaces and 2" to 3" stone veneer on vertical surfaces ¾" expansion anchors - see Sheet A02 for thichend slab 3"x5" steel tube stringers 1½" x3"x1/8" stl angle x 1½" with lag bolts 2x2 x 7½" finish wood post 1½"x1½"x⅛" stl angle x 6" with lag and thru bolts 3"x5" steel tube stringers 4" x 12" x 4'-0" wood treads Fillet weld around 3 sides3½" c l r Line of edge of floor above 4'-0" x 1'-0" x ⅜" steel plate with (6) 5" x ¾" threaded rods welded 18" oc horz and 6" oc vert Double LVL beam not shown - re: Structural Align bottom edge of steel with bottom of LVL 4x4 stair nose 3" concrete topping ¾" decking 11⅞" joists @ 12" oc re: Structural 1' - 1 0 ½" Double LVL beam re: Structural Upper end of 3"x5" steel stringers Sheet Number A11 Joseph E Calvin Date Sheet Title Stair and Railing Details October 10, 2018 of 11 WO L F R E S I D E N C E 13 4 1 D a v i d D r i v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 1 8 1 2 – W O L F R E S I D E N C E F i l e : " 1 8 1 2 C D " M o d i fi e d : T h u , D e c 2 7 , 1 8 P r i n t : T h u , D e c 2 7 , 1 8 D r a w n b y : J E C C h e c k e d b y : J E C Dec 20, 20181 12/27/18 REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B DESIGN LOADS CODE: 2015 IRC W/TOEP LOCAL AMENDMENTS ELEVATION: 7962 FEET ROOFS: ROOF DEAD LOAD: 15 PSF GROUND SNOW LOAD Pg: 60 PSF @ 7000 FT, 70 PSF @ 8000 FT INTERPOLATED GROUND SNOW LOAD Pg: 70 PSF SLOPED ROOF SNOW LOAD: 53 PSF FLOORS: FLOOR LIVE LOAD: 40 PSF FLOOR DEAD LOAD: 28 PSF DECK LIVE LOAD: 70 PSF DECK DEAD LOAD: 10 PSF WIND: ULTIMATE WIND SPEED: 175 MPH, EXP. C SEISMIC: DESIGN CATEGORY B ASSUMED SOIL BEARING CAPACITY: 2500 PSF (ENGINEER TO VERIFY) GENERAL NOTES 1. REFERENCES TO "ENGINEER" ON THE DRAWINGS REFERS TO THE STRUCTURAL ENGINEER OF RECORD. 2. LOCATE ALL UNDERGROUND UTILITIES AND NOTIFY ENGINEER OF EXISTING UTILITIES THAT CONFLICT OR INTERFERE WITH WORK. 3. DO NOT SCALE DRAWINGS. CONTACT DESIGNER FOR CLARIFICATION OF DIMENSIONING AND ANNOTATE ON THE RECORD DRAWINGS ANY MISSING DIMENSIONS. 4. DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. 5. DETAILS NOTED AS TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE. 6. THE STRUCTURE IS DESIGNED TO FUNCTION AS A COMPLETE UNIT. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL TEMPORARY BRACING AND SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR'S METHODS AND SEQUENCING OF CONSTRUCTION. 7. USE ONLY HAND OPERATED TOOLS FOR COMPACTION ADJACENT TO FOUNDATION WALLS AND STEM WALLS. EXCAVATION 1. EXCAVATE SOIL TO ACCOMMODATE NEW FOOTINGS TO DEPTHS AS SHOWN ON THE DRAWINGS. HAND TRIM ALL EXCAVATIONS AS REQUIRED AND REMOVE LOOSE/SOFT MATERIALS. 2. FOOTINGS HAVE BEEN DESIGNED FOR AN ASSUMED ALLOWABLE SOIL BEARING PRESSURE OF 3,500 PSF. 3. PROTECT THE SITE AND ALL CONSTRUCTION, EXISTING AND PROPOSED, FROM THE EFFECTS OF FREEZING OR FROST ACTION. 4. PLACE AND COMPACT BACKFILL IN EQUAL CONTINUOUS LAYERS NOT EXCEEDING 9" OF COMPACTED DEPTH FOR HAND HELD COMPACTION EQUIPMENT AND A MAXIMUM OF 12" INCHES COMPACTED DEPTH FOR VIBRATORY ROLLERS. 5. MAINTAIN OPTIMUM MOISTURE CONTENT OF BACKFILL MATERIALS TO ATTAIN COMPACTION DENSITY. 6. BACKFILL SIMULTANEOUSLY ON EACH SIDE OF FOUNDATION WALLS THAT ARE NOT DESIGNED FOR RETAINING SOIL ON ONE SIDE. 7. IMPORTED GRANULAR BACKFILL TO MEET THE FOLLOWING CRITERIA: SIEVE DESIGNATION % BY WEIGHT PASSING SIEVES 3 INCH 100 NO. 4 45-75 NO. 100 0-12 NO. 200 0-6 8. SUITABLE NATIVE SOIL: ON SITE SAND OR GRAVEL REASONABLY FREE OF LOAM, SILT, CLAY, OR ORGANIC MATTER. CAST-IN-PLACE CONCRETE 1. ALL WORK SHALL COMPLY WITH ACI 301-10, UNLESS NOTED OTHERWISE IN DRAWINGS OR SPECIFICATIONS. 2. DETAIL BARS IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS AND ACI PUBLICATION SP-66 (2004): "ACI DETAILING MANUAL". 3. REINFORCING MATERIALS: TYP REINFORCING - ASTM A615, Fy=60 KSI, Fu=90 KSI WELDED AND FIELD BENT REINF - ASTM A706, Fy=60 SKI, Fu=90 KSI WELDED WIRE REINFORCING, SMOOTH - ASTM A1064, Fy=65 KSI, Fu=75 KSI WELDED WIRE REINFORCING, DEFORMED - ASTM A1064, Fy=70 KSI, Fu=80 KSI EPOXY COATED REINFORCING - ASTM A775 OR ASTM A934 3. REINFORCING FABRICATION: a. NO SPLICING OF REINFORCEMENT PERMITTED EXCEPT AS NOTED ON THE DRAWINGS. MAKE BARS CONTINUOUS AROUND CORNERS WHERE DETAILS ARE NOT PROVIDED. WHERE PERMITTED, MAKE SPLICES WITH CONTACT LAPS OR MECHANICAL CONNECTORS. b. PROVIDE ADDITIONAL BARS/STIRRUPS REQUIRED TO SECURE REINFORCING IN PLACE DURING CONCRETE PLACEMENT. c. MAKE ALL REINFORCING BAR BENDS IN THE FABRICATOR'S SHOP. d. NO WELDING OF REINFORCING IS PERMITTED UNLESS NOTED ON THE DRAWINGS. 4. CONCRETE MIX REQUIREMENTS: a. MIX TYPE 1- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS NOT EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH, f'c=3000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" b. MIX TYPE 2- FOOTINGS, PILASTERS, STEM WALLS, BASEMENT WALLS EXPOSED TO FREEZING OR MOISTURE -28 DAY COMPRESSIVE STRENGTH. f'c=4500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.45 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 5% c. MIX TYPE 3- ALL CONCRETE EXPOSED TO WEATHER OR DEICER, BEAMS, SLABS AND WALLS -28 DAY COMPRESSIVE STRENGTH, f'c=5000 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.4 -MAXIMUM AGGREGATE SIZE = 34" -TOTAL AIR CONTENT 6% d. MIX TYPE 4- INTERIOR TOPPING SLABS AND SLABS ON DECK -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM W/C RATIO 0.5 -MAXIMUM AGGREGATE SIZE = 34" -ADDITION OF ENTRAINED AIR NOT PERMITTED e. MIX TYPE 5- INTERIOR SLAB ON GRADE -28 DAY COMPRESSIVE STRENGTH, f'c=3500 PSI -NORMAL WEIGHT CONCRETE -MAXIMUM AGGREGATE SIZE = 1" -ADDITION OF ENTRAINED AIR NOT PERMITTED 3. PROPORTIONS OF MATERIALS IN CONCRETE MIX SHALL BE ESTABLISHED TO PROVIDE THE MINIMUM COMPRESSIVE STRENGTH REQUIRED AND PROVIDE WORKABILITY AND CONSISTENCY TO PERMIT CONCRETE TO BE WORKED READILY INTO FORMS AND AROUND REINFORCEMENT WITHOUT SEGREGATION OR EXCESSIVE BLEEDING. USE ADMIXTURES AS REQUIRED TO OBTAIN DESIRED RESULTS. DO NOT EXCEED THE MAXIMUM WATER-CEMENT RATIO. 4. USE PORTLAND TYPE I/II CEMENT UNLESS OTHERWISE NOTED. FOR CONCRETE MIXES USED ON FLOORS MINIMUM CEMENTITIOUS CONTENT SHALL BE 540 POUNDS PER CUBIC YARD. 5. AGGREGATE TO BE PER ASTM C33. 34" AGGREGATE TO MEET SIZE #67 AGGREGATE, 1" AGGREGATE TO MEET SIZE #57 AGGREGATE. 6. PLACE NO CONCRETE WHEN AMBIENT TEMPERATURE IS BELOW 40 DEGREES FAHRENHEIT OR MORE THAN 90 DEGREES FAHRENHEIT UNLESS PLACEMENT PROCEDURE IS IN COMPLIANCE WITH ACI 305 OR ACI 306. 7. COMPLY WITH ACI CODES AND PLACE CONCRETE IN A CONTINUOUS OPERATION WITHIN PLANNED JOINTS OR SECTIONS. DO NOT PERMIT COLD JOINTS TO OCCUR. 8. GROUT: PRE-MIXED, NON-SHRINK, WITH MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI AT 28 DAYS. 9. NO CONCRETE SHALL BE DROPPED MORE THAN 4 FEET INSIDE A FORM. 10. CONCRETE FORMS SHALL BE CLEAN AND FREE FROM DEBRIS. IF FORMS ARE COATED WITH A RELEASE AGENT, THE RELEASE AGENT SHALL BE COLORLESS MINERAL OIL WHICH SHALL NOT STAIN CONCRETE OR ABSORB MOISTURE OR IMPAIR NATURAL BONDING OF CONCRETE. 11. CONTRACTOR IS RESPONSIBLE FOR ALL FORM DESIGN/BRACING REQUIREMENTS. 12. UNLESS OTHERWISE NOTED, CENTER ALL FOUNDATION PIERS AND FOOTINGS ON COLUMN CENTERLINES. 13. CHAIRS AND SPACERS SHALL BE PLACED TO ADEQUATELY SUPPORT REINFORCING DURING PLACEMENT. FOREIGN MATERIALS SUCH AS WOOD OR OTHER UNSUITABLE SUPPORTS SHALL NOT BE USED TO SUPPORT REINFORCING. SET WIRE TIES SO ENDS ARE DIRECTED INTO CONCRETE WHERE CONCRETE WILL BE EXPOSED. 14. CONCRETE CLEAR COVER FOR REINFORCEMENT (UNLESS SHOWN OTHERWISE): a. BOTTOM OF FOOTINGS AND SLABS ON GRADE: 3". b. FOUNDATION WALLS AND EXTERIOR WALLS: 2". c. TOP AND BOTTOM OF ELEVATED SLABS: 3/4". d. ALL FACES OF PIERS: 1-1/2". 15. FOOTINGS a. SIZE AND DEPTH AS INDICATED ON THE DRAWINGS. b. MINIMUM FROST PROTECTION DEPTH TO BE 30". 16. WALLS a. WALL THICKNESS TO BE 8" OR AS NOTED ON THE DRAWINGS. b. VERTICAL STEEL TO HOOK INTO FOOTING AS NOTED ON THE DRAWINGS. c. VERTICAL STEEL TO EXTEND ABOVE FOOTING MINIMUM OF 24", UNLESS NOTED OTHERWISE, FOR SPLICE ABOVE. d. 12" ANCHOR BOLTS FOR SILL PLATES SHALL BE IMBEDDED 7" MINIMUM AND SHALL BE PLACED A MINIMUM OF 48" O.C. AND WITHIN 12" OF EACH END OF ALL SILL PLATES. d. ANCHOR BOLTS TO HAVE MINIMUM 316"x2"x2" WASHER. WOOD FRAMING AND SHEATHING 1. IN-GRADE BASE VALUES HAVE BEEN USED FOR THIS DESIGN. 2. 2x FRAMING SHALL BE HEM-FIR #2 AND BETTER UNLESS OTHERWISE NOTED. 3. ALL LUMBER SHALL BE 19% MAXIMUM MOISTURE CONTENT. 4. SOLID TIMBER BEAMS AND POSTS SHALL BE DOUGLAS FIR-LARCH #1 OR BETTER UNLESS OTHERWISE NOTED. 5. WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 6. PRESERVATIVE TREATED WOOD SHALL BE TREATED IN ACCORDANCE WITH AWPA U1 AND AEPA M4. 7. LVL FRAMING SHALL BE LAMINATED DOUGLAS FIR OR SOUTHERN PINE (GP LAM BY GEORGIA PACIFIC OR MICROLAM BY TRUS-JOIST OR EQUIVALENT) MEETING THE FOLLOWING MINIMUM ALLOWABLE STRESS CRITERIA: FB (BENDING STRESS) = 2600 PSI FV (HORIZ. SHEAR STRESS) = 285 PSI E (MODULUS OF ELASTICITY) = 1,900,000 PSI FC (COMPRESSION PERPENDICULAR TO GRAIN) = 750 PSI 8. I-JOISTS SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS AND MEET THE PROVISIONS OF ASTM D5055. 9. PROVIDE SOLID BLOCKING BETWEEN JOISTS UNDER JAMB STUDS OF OPENINGS. 10. COLUMNS MUST HAVE A CONTINUOUS LOAD PATH TO THE FOUNDATION. 11. UNLESS OTHERWISE INDICATED, INSTALL TWO LENGTHS OF SOLID BLOCKING x JOIST DEPTH x 12 INCHES LONG IN THE FLOOR FRAMING UNDER COLUMN LOADS. 12. ALL BEAMS AND TRUSSES SHALL BE BRACED AGAINST ROTATION AT POINTS OF BEARING. 13. UNLESS NOTED ON THE DRAWINGS, LOWER CHORD OF GABLE END TRUSSES SHALL BE ANCHORED TO WALL PLATE WITH FRAMING ANCHORS AT 4' SPACING AND LATERALLY BRACED TO ROOF FRAMING AT 8' SPACING. 14. MINIMUM NAILING SHALL BE AS SPECIFIED IN IBC TABLE 2304.9.1 "FASTENING SCHEDULE". 15. METAL FRAMING ANCHORS SHOWN OR REQUIRED SHALL BE SIMPSON STRONG TIE OR EQUAL CODE APPROVED CONNECTORS AND INSTALLED WITH THE NUMBER AND TYPE OF NAILS RECOMMENDED BY THE MANUFACTURER TO ACHEIVE THE RATED CAPACITY. HEAVY-DUTY AND SKEWED HANGERS MAY REQUIRE SPECIAL ORDER AND NOT STOCKED LOCALLY. 16. ALL RAFTERS, JOISTS, TRUSSES AND BEAMS SHALL BE ANCHORED TO SUPPORTS WITH METAL FRAMING ANCHORS. 17. LEAD HOLES FOR LAG SCREWS SHALL BE 40%-70% OF THE SHANK DIAMETER OF THE THREADED SECTION AND EQUAL TO THE SHANK DIAMETER AT THE UNTHREADED SECTION. 18. CONNECTOR BOLTS AND LAG SCREWS SHALL CONFORM TO ANSI/ASME B18.2.1 AND ASTM SAE J429 GRADE 1. NAILS AND SPIKES SHALL CONFORM TO ASTM F1667. 19. WOOD SCREWS SHALL CONFORM TO ANSI/ASME B18.6.1. 20. ROOF, FLOOR AND WALL SHEATHING: APA RATED OR ADVANTECH VIP+ SHEATHING, THICKNESS AS INDICATED, SPAN RATING AS REQUIRED TO SUIT SUPPORT SPACING INDICATED, EXPOSURE DURABILITY 1, THREE SPAN MINIMUM. 21. SUB-FLOOR GLUE: APA AFG-01, WATERPROOF OF WATER SOLVENT BASE, AIR CURE TYPE, CARTRIDGE DISPENSED. 22. MINIMUM FLOOR SHEATHING - 23/32" APA STURD-I-FLOOR RATED 24" O.C. TONGUE AND GROOVE, GLUED AND NAILED. 23. MINIMUM ROOF SHEATHING - 5/8" OSB OR CDX PLYWOOD, APA 40/20, NAILED. 24. MINIMUM EXTERIOR WALL SHEATHING - 7/16" OSB OR CDX PLYWOOD, APA 24/16, BLOCKED AS NOTED AND NAILED. 25. MINIMUM INTERIOR WALL SHEATHING - 1/2" GYPSUM BOARD, ASTM C 1396/C 1396M 26. WALL SHEATHING TO BE NAILED WITH 8d COMMON NAILS OR 10d BOX NAILS AT 6" O.C. AT PANEL EDGES AND 12" O.C. AT INTERMEDIATE FRAMING EXCEPT AS NOTED. NAIL ALL PLATES USING THE EDGE NAILING NOTED. 27. SHEATHE ALL EXTERIOR WALLS. SHEATHE INTERIOR WALLS AS NOTED ON ARCHITECTURAL DRAWINGS. 28. SHEATHING SHALL BE CONTINUOUS FROM TOP PLATE TO BOTTOM PLATE. CUT IN "L" AND "T" SHAPES AROUND OPENINGS. 29. LAP SHEATHING OVER RIM JOISTS A MINIMUM OF 4" AT ALL FLOORS TO TIE UPPER AND LOWER WALL STUDS TOGETHER. INSTALL METAL STRAPS AS INDICATED ON THE BRACED WALL DRAWINGS. 30. MINIMUM HEIGHT OF SHEATHING PANELS TO BE 16" TO ENSURE THAT PLATES ARE TIED TO STUDS. 31. MAKE PROVISIONS FOR ERECTION LOADS, AND FOR SUFFICIENT TEMPORARY BRACING TO MAINTAIN STRUCTURE SAFE, PLUMB, AND IN TRUE ALIGNMENT UNTIL COMPLETION OF ERECTION AND INSTALLATION OF PERMANENT BRACING. 32. SECURE ROOF SHEATHING WITH LONGER EDGE PERPENDICULAR TO FRAMING MEMBERS AND WITH ENDS STAGGERED AND SHEET ENDS OVER BEARING. 33. WHERE TONGUE AND GROOVE PLYWOOD IS USED, FULLY ENGAGE TONGUE AND GROOVE EDGES. 34. SECURE SUB-FLOOR SHEATHING WITH LONGER EDGE PERPENDICULAR TO FLOOR FRAMING AND WITH END JOINTS STAGGERED AND SHEET ENDS OVER BEARING. ATTACH WITH SUB-FLOOR GLUE AND DRYWALL SCREWS. 35. RIM BOARD SHALL BE 1 ¼" LSL ATTACHED TO I-JOISTS WITH 10D NAILS - ONE INTO EACH FLANGE. RIM BOARD SHALL BE TOE NAILED TO PLATE WITH 10D NAILS AT 6 INCHES ON CENTER. I JOISTS SHALL BE ATTACHED TO PLATE WITH 8D NAILS DRIVEN AT AN ANGLE INTO BOTTOM FLANGE - ONE ON EACH SIDE OF WEB AT LEAST 1 ½ INCHES FROM END. 36. FLOOR SHEATHING SHALL BE ATTACHED TO JOISTS WITH 8D NAILS AT 6 INCHES ON CENTER EDGES AND 12 INCHES ON CENTER FIELD. TOE PLATE OF WALL FRAMING TO BE ATTACHED TO RIM BOARD WITH 16D NAILS AT 4-INCHES ON CENTER. EXTERIOR STUDS TO BE 2X6 AND TO BE END NAILED TO SILL AND TOP PLATE WITH A MINIMUM OF (2) 16D NAILS. ALL DOUBLE TOP PLATE SPLICES IN EXTERIOR WALLS TO LAP 6 FEET WITH 18 10D NAILS EACH SIDE OF SPLICE. FLOOR SHEATHING TO BE 3 4" OSB TONGUE AND GROOVE. 37. FOR WINDOW AND DOOR HEADERS, THE NUMBERS OF FULL HEIGHT STUDS, JACK STUDS (TRIMMERS) AND HEADER UPLIFT ATTACHMENTS SHALL BE PER THE TABLE ON THIS SHEET. HEADER SIZES SHALL BE AS NOTED ON THE STRUCTURAL DRAWINGS. 38. FIELD CUT ENDS, NOTCHES AND DRILLED HOLES OF PRESSURE PRESERVATIVE TREATED LUMBER TO BE RETREATED IN THE FIELD IN ACCORDANCE WITH IRC SECTION R317.1.1 AND AWPA M4. 39. SPECIAL NAILING REQUIREMENTS: a. ROOF SHEATHING -ALL NAILS TO BE 8d COMMON OR 10d BOX. -SHEATHING TO BE NAILED WITHIN 4 FEET OF THE PERIMETER AND RIDGE OF THE ROOF 3" O.C. EDGE AND FIELD. -ALL OTHER PANELS NAILED 6" O.C. EDGE, 12" O.C. FIELD. b. INTERIOR GYPSUM WALL BOARD -GYPSUM BOARD TO BE MIN 1/2" THICK. -MAXIMUM STUD SPACING 16" O.C. UNLESS NOTED OTHERWISE. -PANELS TO BE FASTENED 7" O.C. EDGE AND 10" O.C. FIELD. -FASTENERS TO BE 1 1/4" NO. 6 TYPE S OR W DRYWALL SCREWS, 5d COOLER NAILS. -FASTENERS TO BE SPACED NO LESS THAN 3/8" FROM EDGES AND ENDS OF GYPSUM BOARDS. -FOUR FOOT WIDE PIECES OF SHEATHING SHALL BE APPLIED PARALLEL OR PERPENDICULAR TO STUDS. -TWO FOOT WIDE PIECES SHALL BE APPLIED PERPENDICULAR TO STUDS. -STAGGER END JOINTS OF ADJACENT COURSES OF GYPSUM BOARD SUCH THAT THEY DONT OCCUR OVER SAME STUD. c. CONTINUOUS EXTERIOR WOOD STRUCTURAL PANEL -PANELS UP TO 1/2" SHALL BE NAILED W/8d COMMON NAILS 6" O.C. EDGE, 12" O.C. FIELD. -PANELS OVER 1/2" THICK SHALL BE NAILED W/8d NAILS 6" O.C. EDGE, 12" O.C. FIELD. -BLOCKING OF PANEL EDGES SHALL BE INSTALLED AS NOTED ON THE BRACED WALL DRAWINGS. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE DETAILED, FABRICATED AND ERECTED IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" (AISC 360) AND THE "CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" (AISC 303) BY THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC). 2. STRUCTURAL STEEL WIDE FLANGE BEAMS AND WTs SHALL CONFORM TO ASTM A992-06a, 50 KSI YIELD. 3. ROLLED STEEL FLOOR PLATES SHALL CONFORM TO ASTM A786-05, COMMERCIAL GRADE. 4. OTHER ROLLED SHAPES, INCLUDING PLATES, CHANNELS, WTs AND ANGLES SHALL CONFORM TO ASTM A36-08, 36 KSI YIELD. 5. HOLLOW STRUCTURAL STEEL SECTIONS (HSS) RECTANGULAR SHAPES SHALL CONFORM TO ASTM A500-03a, GRADE B, 46 KSI YIELD. 6. HSS ROUND SHAPES SHALL CONFORM TO ASTM A500, GRADE B, 42 KSI YEILD. 7. PIPE SHAPES SHALL CONFORM TO ASTM A53-12, GRADE B, 35 KSI YIELD. 8. EXCEPT AS NOTED, FRAMED BEAM CONNECTIONS SHALL BE BEARING-TYPE WITH 3/4" DIAMETER, SNUG TIGHT, ASTM A325-04 BOLTS, DETAILED IN CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND THE "STEEL CONSTRUCTION MANUAL" BY THE AISC, 13TH EDITION. INSTALL BOLTS IN ACCORDANCE WITH AISC'S "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS," 2010. 9. ALL BEAMS SHALL HAVE FULL DEPTH WEB STIFFENERS EACH SIDE OF WEBS ABOVE AND BELOW COLUMNS. 10. ANCHOR RODS SHALL CONFORM TO ASTM F1554-99, GRADE (36, 55, AND/OR 105) AS NOTED ON THE STRUCTURAL DRAWINGS WITH WELDABILITY SUPPLEMENT S1. 11. HEADED ANCHOR STUDS (HAS) SHALL CONFORM TO ASTM A108-13 AND SHALL BE CONNECTED TO STRUCTURAL STEEL WITH EQUIPMENT APPROVED BY THE STUD MANUFACTURER ACCORDING TO THE STUD MANUFACTURER'S RECOMMENDATIONS. 12. WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH THE AISC DOCUMENTS LISTED ABOVE, THE AMERICAN WELDING SOCIETY (AWS) D1.1: 2010 STRUCTURAL WELDING CODE, AND THE RECOMMENDATIONS FOR USE OF WELD E70 ELECTRODES. WHERE NOT SPECIFICALLY NOTED, MINIMUM WELD SHALL BE 3/16" FILLET BY LENGTH OF CONTACT EDGE. 13. ALL POST-INSTALLED ANCHORS SHALL HAVE CURRENT INTERNATIONAL CODE COUNCIL EVALUATION SERVICE (ICC-ES) REPORTS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIREMENTS. 14. EXPANSION ANCHORS SHALL BE APPROVED "WEDGE" TYPE UNLESS SPECIFICALLY NOTED TO BE "SLEEVE" TYPE AS NOTED ON THE STRUCTURAL DRAWINGS. 15. POST INSTALLED BOLTS AND REBAR SHALL USE AN APPROVED EPOXY OR SIMILAR ADHESIVE TYPE AS APPROPRIATE FOR INSTALLATION IN SOLID AND NON-SOLID BASE MATERIALS. 16. GROUT BENEATH COLUMN BASE AND BEAM BEARING PLATES SHALL HAVE A MINIMUM 28-DAY, COMPRESSIVE STRENGTH OF 7,500 PSI AND SHALL BE NON-SHRINK, NON-METALLIC, AND TESTED IN ACCORDANCE WITH ASTM C1107-13. 17. WELDERS: HAVE IN POSSESSION CURRENT EVIDENCE OF PASSING THE APPROPRIATE AWS. QUALIFICATION TESTS. 18. MINIMUM WELDS: AISC SPECIFICATION, NOT LESS THAN 3/16”h FILLET, CONTINUOUS UNLESS OTHERWISE NOTED. 19. WELD SIZES AND LENGTHS CALLED FOR ON THE DRAWINGS ARE THE NET EFFECTIVE REQUIRED. INCREASE WELD SIZE IF GAPS EXIST AT THE FAYING SURFACE. 20. WELD SIZES SHALL BE AS SHOWN UNLESS A GREATER SIZE IS REQUIRED BY ANSI/AISC 360-05 TABLES J2.3 AND J2.4. 21. ALL GROOVE WELDS SHALL BE COMPLETE PENETRATION UNLESS NOTED. OPEN-WEB WOOD TRUSSES 1. MANUFACTURE AND INSTALLATION OF METAL PLATED WOOD TRUSSES SHALL COMPLY WITH ANSI/TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE-CONNECTED WOOD TRUSS CONSTRUCTION," BCSI-2008 (BUILDING COMPONENT SAFETY INFORMATION) "GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING & BRACING OF METAL PLATE CONNECTED WOOD TRUSSES," AND DSB-89 "RECOMMENDED DESIGN SPECIFICATION FOR TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." 2. PRE-ENGINEERED, PREFABRICATED TRUSSES SHALL BE DESIGNED BY AN ENGINEER REGISTERED IN THE STATE OF COLORADO, AND SHALL COMPLY WITH CODE REQUIREMENTS. 3. TRUSSES SHALL BE DESIGNED TO SUPPORT THE FULL DEAD LOADS AND THE SUPERIMPOSED DESIGN LOADS NOTED ABOVE OR ON THE DRAWINGS. 4. STRESSES SHALL NOT EXCEED THOSE LISTED IN THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH 2005 SUPPLEMENT (AF&PA NDS-2005). <NO INCREASES IN STRESS ARE ALLOWED FOR DURATION OF LOAD.> 5. THE FABRICATOR SHALL DETERMINE TRUSS WEB ARRANGEMENTS AND MEMBER FORCES. 6. TRUSS TO TRUSS CONNECTIONS SPECIFIED SHALL BE BY TRUSS SUPPLIER, UNLESS SPECIFICALLY NOTED ON THE DRAWINGS. 7. UNLESS OTHERWISE INDICATED, TRUSSES SHALL BE DESIGNED FOR PERPENDICULAR TO GRAIN BEARING ON HEM FIR PLATES (405 PSI). END GRAIN BEARING IS NOT ALLOWED UNLESS ACCEPTED IN WRITING BY ENGINEER. DESIGN TRUSS FOR BEARING BLOCKS OR TRUSS BEARING ENHANCERS AS REQUIRED TO COMPENSATE FOR OVERSTRESSES. SPECIFY SIZE, SPECIES, AND NAILING FOR BEARING BLOCKS. 8. TRUSS FABRICATOR SHALL SPECIFY ALL FLOOR AND ROOF TRUSS BRACING AND BRIDGING. CALCULATIONS AND SHOP DRAWINGS, INCLUDING MEMBER SIZES, LUMBER SPECIES AND GRADES, AND SUBSTANTIATING DATA FOR CONNECTOR CAPACITIES, SHALL BE SUBMITTED TO THE ENGINEER/LOCAL ENTITY BUILDING OFFICIAL FOR REVIEW PRIOR TO FRAMING INSPECTION. TYPICAL DETAILS/CONSTRUCTION SCHEDULES REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 23'-9" 19' 5'-2"8'-4"11'-6"11'-6"11'-6" 21'-9" 5'-2" 8'-11" 4' 8'8'-7" 8'-7" 7'-8" 12'-7" 30'-5" 5'-2"15'-5" 10'-7" 3'-4" 9'-8" 28'-10" 9'-2" 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019 11 9 1 W O O D S T O C K D R I V E , S U I T E A , E S T E S P A R K , C O 8 0 5 1 7 ww w . t r a i l r i d g e c e . c o m * 9 7 0 - 3 0 8 - 8 2 2 1 * d b a n g s @ t r a i l r i d g e c e . c o m © 2 0 1 8 DA B REVIEWED Reviewed for compliance with the adopted codes of the jurisdiction Reviewer: Goodell 01/04/2019