Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
PLANS Manufactured-Modular Home 820 S Saint Vrain Ave (Highway 7) 2024-06-18
Pe r m i t S e t - 5 / 2 4 / 2 4 TARCZALI RESIDENCE 820 S Saint Vrain Ave Estes Park, CO 80517 Permit Set - 5/24/24 So u t h S a i n t V r a i n C o m m u n i t y D r i v e Site Plan Scale: 1" = 20'-0" 0 10 20 30 40 north Neighboring Motel 72'-6"± Property Line Backup turning area Gravel driveway no curb cut Existing house to become Guest House Existing Garage Site Plan Notes 1. The Contractor shall be responsible for the locations and protection of all existing utilities shown on these plans, all existing utilities not shown, and all proposed utilities. The existing utilities shown have been plotted from available information. Contractor shall contact representatives from the respective utility companies to have all of their utilities and facilities located prior to construction. 2. Contractor shall protect all adjacent improvements from damage and erosion. All disturbed areas shall be restored to a minimum of their original condition. 3. Water meters shall not be located within driveways, parking areas or sidewalks. Coordinate with the Town of Estes Park Water Department. 4. All water taps to public mains shall be installed by Contractor & inspected by the appropriate public agency. 5. Contractor to verify positive drainage away from building with top of foundation wall & finish floor elevation. 6. Provide footing drainage to day-light as required. All footing drains and retaining wall drains to have end grating for animal protection at day-light terminations. Drainage tile to be inspected by the Architect. 7. A registered land surveyor shall set the survey stakes for the footing & foundation form-work. 8. Water and sanitary sewer pipe shall be bedded and installed in accordance with Town & District standard specifications. 9. All areas disturbed due to grading & other construction activities shall be reseeded with native grasses. 10. Asphalt paving shown shall be 3" asphaltic concrete complying with Colorado Department of Transportation Grade S or SX specification over 4" sand and 4" gravel aggregate base course comply with CDOT Class 5 or Class 6 specification requirements. Depressions shall not exceed ¼" in 10'-0". 11. Excavated organic soils are to be reclaimed and stored on site for reuse in final grading. Vicinity Map A1 Title Sheet & Site Plan A2 Foundation Plan A3 Floor & Roof Framing Plans A4 Floor & Roof Plans A5 North & East Elevation A6 South & West Elevation A7 Details Sheet IndexGraphics Legend Room Name 100.1 XXX'-XX" Elevation 12 6 X'-X" X AXX X AXX X T @ 11” = X’-XX” X R @ 7” = X’-XX”up XXXXX Slope Dn AdditionBy Owner 1 Drawing # Sheet # SECTION AND DETAIL REFERENCES ROOM NAME & NUMBER Refer to Room Finishes Schedule for finishes DOOR NUMBER TAG Refer to Door Schedule ELEVATION MARKERS - Relative to Elevation 100'-0" which is typically the Main Level Finish Floor elevation SLOPE INDICATORS - For Elevations/Sections and Plans respectively STAIRWAY RUN - indicates up/down direction, number and dimensions of treads and risers, and overall dimensions CHANGE IN CONDITION REVISION CLOUD AND NUMBER - Refer to revision dates listed in the title block below the sheet title Permit Information APPLICABLE CODES: 2021 International Residential Code (IRC) 2020 National Electric Code (NEC) 2021 International Energy Conservation Code (IECC) Estes Park Development Code (EPDC) MUNICIPALITY:Town of Estes Park SUBDIVISION #: Bonnie Brae Addition PARCEL #:2530406038 LOT AREA: 31,680 sf ± (0.73 Acres) ZONING CLASSIFICATION: A-Accomidations OCCUPANCY: Single-Family Residence CONSTRUCTION TYPE: Type V-B (IBC Classification) - sprinklered BUILDING SETBACKS: 25'-0" front (west) and south side adjacent to E-Estate zoning district 15' at north side are rear (east) FLOOR AREA: Conditioned House 1,980 sf Deck 360 sf Total 2,340 sf BUILDING HEIGHT: Highest peak = Approx 19'-10" above natural grade. NUMBER OF STORIES: 1 proposed DESIGN CRITERIA: Project Elevation: 7665'± Ground Snow Load: 67 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 UNIFORMLY DISTRIBUTED LOADS: Roof Snow Load: 43 psf Guards & Handrails: 200 psf Deck at Hot Tub: 105 psf NEW PROPOSED PLUMBING FIXTURES: (3) toilets, (1) shower, (1) tub/shower, (1) clothes washer, (1) hose bib (1) kitchen sink, (1) laundry sink, (1) dishwasher, (1) hot tub Electronic Documents Documents and Resources are available on the project web site… https://www.skypondengineering.com/project/tarczali/ Color Legend In these drawings colors represent... Demolition New Construction Items that have no color represent existing conditions to be maintained. Items by Owner including prefabricated modular home - Not In Contract 1 5 ' - 0 " 1 5 ' - 0 " 15'-0" 15'-0" 25'-0"62'-3" 2 5 ' - 6 " W W W W W W 2 5 ' - 0 " s e t b a c k 2 ° 121'-7" Asphalt bike path W W XX'-X" Estes Park, Colorado Not to Scale north 820 S Saint Vrain Ave Project Site 36 7 34 S S t V r a i n Elkhorn Av e Lake Estes Project Narrative There is an existing small home and freestanding garage on the property. This project entails the proposed installation of a new single-family modular home on a new concrete foundation at the south edge of the property. The new home is located clear of the other buildings to avoid fire ratings. The new home complies with State of Colorado requirements for modular homes - an approved set of the manufacturer's drawings is to be submitted with this set. The home will be protected by an NFPA 13D sprinkler system which is to be installed on-site after the installation of the home, but before occupancy. Fire sprinkler system drawings are to be submitted to the Town along with this set. Aside from the foundation and sprinkler system, other minor on-site modifications are to be made to the house and are illustrated here-in... • Addition of a small covered front porch on the north side of the house; • Addition of a set of exterior stairs from the east-facing deck down to grade; • Addition of decorative trim on the west and east elevations; and • Bolstering of the east deck to support the weight of a hot tub Work on the site to accommodate the new home includes... • Construction of a asphalt driveway (in place of existing unpaved driveway) from Highway 7 entering the site from the west. The driveway will include a concrete apron with drainpan near the existing garage to maintain existing drainage pattern. • Creation of a defined swale within the site to maintain existing drainage pattern • Creation of an unpaved utility driveway south of the new home to allow vehicular accesses and deliveries to the south side of the house. General Notes 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 2021 IBC. 7. Provide shoring, temporary bracing, barricades and other measures as necessary to ensure a safe building construction site. Establish a protected access route to the main house -- coordinate with Owner. 8. GC provide concrete splash blocks at all downspout locations. 9. Contractor to verify existing conditions and review discrepancies or inconsistencies of site and drawings with Architect prior to commencing construction. 10. Portable fire extinguishers 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. Fire Department to verify the locations of all fire extinguishers. 11. This project includes an NFFA-13D residential fire sprinkler system. Refer to separate approval drawings for specifications and layout. 12. Field verify all rough openings and wall widths prior to ordering or fabrication of materials. 13. Coordinate the shutoff of power and other utilities with the Owner. 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 south elevation of the building. Location, size, etc to be reviewed and approved by the Fire Authority. 102 101 100 99 98 97 96 95 94 93 92 91 90 8 9 101 100 98 97 96 9 5 9 4 9 3 FD FD FD Concrete apron with drainage swale W FFE=7665± Modular Home Fire Sprinkler Riser Air conditioner condensor pad 99 Proposed Modular Home 14'-7" Supplementary Entrance porch & steps as illustrated herein 98'-4"99'-2" 98'-9" 98'-5" 98'-3" 98'-4" verify ¼" below garage slab 101'-10" 98'-3" 27'-8" 1 0 ' - 9 " 99'-5" Supplementary steps as illustrated herein FD FD FD F D F D 2 8 ' - 0 " 100-0" 100'-4" 98'-0" 98-3" 98'-2" 97 96 95 94 93 98 92 Exi s t i n g S l o p e Daylight foundation dream Ri-rap - min 2-layers 3"ϕ in 6" deep geotech fabric lined recess - 6'-0" long, taper from 2'-0" to 5'-0" wide 1'-0" increment contours - Historic Survey provided by Owner does not have absolute elevations for contours, Elevations at house is approx 7665' at finished floor elevation - noted on these drawings as 100'-0" 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 (504) 940-8278 mtk@skypond engineering.com Owner Thomas Tarczali and Christi Washington 820 S Saint Vrain Ave Estes Park, CO 80517 5/24/24 Sheet Number A1 Date Sheet Title Title Sheet & Site Plan May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin APPROVED by SAFEbuilt; 2018 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 06/18/2024 21 This installation must comply with the requirements of the 2023 National Electrical Code Permit Set - 5/24/24 9'-6 66'-0" 5 14 ' - 6 14 ' - 6 5 9'-6 1'-4"3'-2"15'-9 11'-6 34'-2" 21'-10" 8" 43'-4" 10'-0" 8" 1' - 4 " 14 ' - 4 " 14 ' - 4 " 30 ' - 0 " 4"8" 4" 4" 8" 4" 4" 8" 4" 4"8" 4" 1'-4"12'-8"4'-0"12'-0"4'-0"12'-6"3'-0"13'-2"1'-2 1 2 ' - 4 " 4'- 0 " 1 2 ' - 4 " TO Footing 93'-0½" TO Wall 99'-0½" TO Wall 99'-0½" TO Footing 93'-0½" TO Footing 95'-0½" TO Footing 95'-2½" TO Conc 98'-0½" TO Pier 97'-4" TO Pier 96'-6" TO Pier 96'-2"TO Pier 96'-6" TO Pier 96'-6" TO Conc 98'-0½" 14 ' - 4 " 1' - 4 " 14 ' - 4 " 4'- 9 2'- 8 " 2'- 8 " 13 ' - 0 " 13 ' - 0 " 13 ' - 0 " 13 ' - 0 " 30 ' - 0 " 66'-0" Foundation Notes FOUNDATION DESIGN: Design of individual and continuous footings is based on a maximum allowable bearing pressure of 2000 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 2" sand over 10-mil poly vapor barrier over existing compacted soil. Refer to Sections for below-slab insulation. 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. 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 Plan Scale: 1/4" = 1'-0" 0 1 2 4 6 8 plan true Typ. Foundation Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” 30'-0"6'-0" 4'- 0 " TO Conc 96'-7" TO Conc 99'-5" Varies - Re: Foundation Plan this sheet TO Footing 99'-0½" TO Wall 100'-0" Finished Floor 6" m i n (2) #4 cont #4 at 16"oc alternate direction10" 2' - 2 " 2x8 treated base plate - typ Anchor bolt w/ 3" plate washer at 48" oc - Re: Foundation Plan this sheet 10-mil poly vapor barrier Compacted backfill Undisturbed soil Crawlspace Crawlspace Free draining gravel wrapped in geotechnical fabric 4" perf PVC drain pipe wrapped in geotechnical fabric silt sleeve - slope 2% to daylight Extend waterproofing across footing Grace bituthane waterproofing membrane Maintain positive surface drainage away from building Prefinished metal flashing Existing house structure by Owner #4 horz at 16" oc #5 vert at 16" oc 2 A7 4"8"4" 1'-4" 3D Foundation View Not to Scale (2) 14"ϕx36" conc piers with (4) #4 vert & (4) #3 ties 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties TO Conc 97'-2" TO Conc 97'-2" TO Conc 97'-2" 2'-6"28'-0" 5' - 0 " Setback Line TO Conc 96'-5" 5 A7 4'- 9 " 5'- 4 " 2'-6"13'-7" 5" Concrete landing with 4"x4" W10xW10 WWF 5" Concrete landing with 4"x4" W10xW10 WWF 5" concrete slab with 8" thickened edge with 4"x4" W10xW10 WWF and #4 cont at thickened edge 4'-6"5'-0" 4'-6"5'-0" 10" deep pad footings w/(5)#4 ea way mid depth 10" deep pad footings w/(4)#4 ea way mid depth TO Wall 95'-10½" 4" spray-applied closed-cell polyurethane insulation 8½" (R30) HD FG batt insulation (2) layers 1½" (R15) ridged board insulation with ignition barrier 15-mil gas-impermeable vapor barrier - seal all joints and extend adhered min 6" up rigid insulation 4'- 0 " 3' - 0 " TO Wall 99'-0½" TO Wall 99'-0½" 10" deep pad footing w/ (4) #4 ea way mid depth ½" expansion joint - caulk 3'-0"7'-10" 3' - 0 " TO Pad 93'-6" 1 A2 1 A2 sim 5/24/24 Sheet Number A2 Date Sheet Title Foundation Plan May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:16 AM Permit Set - 5/24/24 Deck Framing Plan Scale: 1/4" = 1'-0" 0 1 2 4 6 8 Roof Framing Plan Scale: 1/4" = 1'-0" 0 1 2 4 6 8 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 wind/seismic anchors at supports for all roof joists and trussed rafters. Anchor type shall be approved by Structural Engineer. f. Except as noted otherwise, minimum nailing shall be provided as specified in "Fastening Schedule" of the IRC, 2003 edition. g. 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. h. All floor and roof sheathing shall be APA rated sheathing, Exposure C. i. 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. j. Unless otherwise noted, steel connectors such as those manufactured by the Simpson 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 Type U or Type HU hangers of a size specifically designed for the member supported, as shown in Manufacturer's published tables. k. All wood framing members in contact with concrete or CMU shall be either redwood or pressure treated. l. All architecturally exposed beams to be weather-resistant with stained finish. FRAMING NOTES: 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. Provide (2) 2x8 header with (1) trimmer and (2) king studs at all new door & window openings unless otherwise noted. c. At beam bearing locations in stud walls, provide multiple-stud posts equal to width of bearing member unless noted otherwise. Pre-Engineered Trusses: a. Wood roof truss systems shall be designed, manufactured, and installed in accordance with ANSI/TPI 1 National Design Standard for Metal Plate Connected Wood Truss Construction, the truss design drawing, and/or the manufacturer's code evaluation report. 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. 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. 12'-0"33'-11 20' 4'- 6 2" 11'-8" 2" 2" 2x10 Ledger (2) 2x10 Rim (2 ) 2 x 1 0 R i m (2 ) 2 x 1 0 R i m Simpson LUS210 joist hangers - typ 6x6 Wood timber posts full ht Simpson LUS210 joist hangers - typ 2x10 blocking between existing roof trusses 2x10 blocking between existing roof trusses 2x6 Wood fascia - match existing 4x Timber truss Existing roof ridge 5: 1 2 Ex i s t i n g S l o p e D n 5: 1 2 Ex i s t i n g S l o p e D n 2x8 Plate 2x4 Purlin 2x4 stub wall w/ studs at 16" oc W24x55 Steel beam - TO Steel = 99'-0½" (4) Adjustable jack posts - typ 3D Framing View Not to Scale 12"sq Wood timber post w/ 4x6 wood timber kicker 12x8 DF timber post 12" DF timber post w/ 4x6 DF timber kicker 5 5 11'-1" 5 2x6 treated sill plate in full bed of sealant - typ 2x6 wood plate (4) Adjustable jack posts - typ (2) W24x55 Steel beams 2x6 Wood plate W24x55 Steel beam - TO Steel = 99'-0½" ⅜" thick steel plate w/ (8) ¾"ϕ through bolts beam splice - see detail 1/A3 32'-4"32'-4" at 12" oc2x4 purlins at 12" oc2x4 purlins 9"x16"x3/8" steel plate splice w/ (8) ½"ϕ through bolts 4x6 Wood timber kicker at 16" oc2x10 joists 2x6 wood plate (4) Adjustable jack posts - typ (2) W24x55 Steel beams 9"x16"x3/8" steel plate splice w/ (8) ½"ϕ through bolts 6"sq Wood timber post 6" DF treated timber post 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 FLOOR AND DECK 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 ROOF SHEATHING Wood Structural Panels 8d 10d see wall type notes Diagonal Board Sheathing 1"x6" or 1"x8" 1"x10" or wider (2) 8d (3) 8d (2) 10d (3) 10d per support per support New 2x10 deck joists x 4'-0" long in each bay with Grace Vycor Deck Protector ice and water shield tape Simpson LUS20Z joist hangers New drop 4x6 DF beam New drop 4x6 DF beam Simpson HUC46TF beam hanger - install before placement of house 2'- 3 " 2' - 3 " 2'- 0 " 2' - 0 " 4x6 DF timber kickers plan true plan true Refer to detail 3/A7 for stair framing at this location Floor & Roof Framing Plans2Not to Scale Beam Splice Detail1Not to Scale 2 A3 Refer to detail 5/A7 for stair framing at this location 2x10 deck joists at 16" spanning 15'-0" (part of modular package) (4) 2x10 beam (flush) (part of modular package) Double 2x8 (part of modular package) 12x8 x 2'-2" tall DF post 4x6 DF kickers at 45° (2) ½" x 8" lag screws Simpson CPT88Z post base ½" threaded tie rod ¾" x 6" lag screws 16"ϕ concrete piers see Sheet A2 Double 2x8 (part of modular package) Paired posts at modular home meeting line (part of modular package) 2 A7 2 A7 1 A2 1 A2 sim 5/24/24 Sheet Number A3 Date Sheet Title Floor & Roof Framing Plans May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:16 AM Floor Plan Scale: 1/4" = 1'-0" 0 1 2 4 6 8 TO Decking 99'-11½" 1 3'-0" 1 1 3' - 0 " 1 Crawl Space as seen from north pull side 1¾" thick solid core door in wood frame hinges, lock set weather seal Door Elevation Scale: 1/4" = 1'-0" Finished Floor 100'-0" TO Decking 100'-0" Roof Plan Scale: 1/4" = 1'-0" 0 1 2 4 6 8 2x6 Wood fascia - match existing Existing roof ridge 5: 1 2 Ex i s t i n g S l o p e D n 5: 1 2 Ex i s t i n g S l o p e D n 2 A7 Valle y Va l l e y Ri d g e 3D Overall View Not to Scale 4x12 Wood timber stairs - typ plan true plan true TO Conc 99'-5" 5 T @ 11" = 4'-7" 6 R @ 6¾" = 3'-4½"up 1 1 TO Conc 97'-6" 4'- 9 " 4x12 Wood timber stairs - typ 5 T @ 11" = 4'-7" 6 R @ 7 3/16" = 3'-7"up 4'- 1 0 " 4'-9 East Deck Gate as seen from East Push side 2x4 frame w/ 2x2 balusters at 5 7/16" oc max gate hinge 2 2 1 A7 Fire sprinkler riser and backflow preneter Gate - see detail 1/A7 Hot tub by Owner Crawlspace access panel below 3 A7 2 A7 5:12 Slope Dn 5:12 Slope Dn 1 A2 1 A2 sim 5/24/24 Sheet Number A4 Date Sheet Title Floor & Roof Plan May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:17 AM Permit Set - 5/24/24 North Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 East Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 2 A7 X XX 1 A2 sim 12 5 12 5 100'-0" TO Existing Decking 100'-0" TO Existing Decking 99'-11½" TO Decking 96'-7" TO Concrete 1 96'-7" TO Conc 112'-4⅝" Ridge (2) 14"ϕx36" conc piers with (4) #4 vert & (4) #3 ties16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties 12"sq Wood timber post w/ 4x6 wood timber kicker 4x12 Wood timber stairs - typ 2'-10"x3'-0" Solid wood door - see Sheet A4 4x12 Wood timber stairs - typ (2) 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties on 36"sq x 10" pad footing w/ (4) #4 ea way mid depth 4x12 Wood timber stairs - typ 12"sq Wood timber post w/ 4x6 wood timber kicker Coach light fixture Coach light fixture 6x6 Wood timber post w/ 6x6 wood timber kicker Timber truss 2x6 Wood fascia - match existing Wood railing & balusters Wood siding to match existing 4x6 wood timber kicker - typ Composite decking over 2x8 joists at 16" oc 3x8 Wood trim applied to face of gable end of house as shown 3x12 Wood trim applied to face of gable end of house as shown 3x6 Wood trim applied to face of gable end of house as shown Asphalt shingles to match existing 4" Concrete landing 3x8 Wood trim applied to existing corner6"sq Wood timber post 2 19 ' - 1 0 " ± b u i l d i n g h e i g h t 2 A3 5/24/24 Sheet Number A5 Date Sheet Title North & East Elevations May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:17 AM Permit Set - 5/24/24 South Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 West Elevation Scale: 1/4" = 1'-0" 0 1 2 4 6 8 96'-7" TO Conc 100'-0" TO Decking 4x12 Wood timber stairs - typ 12" square Wood timber post w/ 4x6 wood timber kicker 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties Coach light fixture 4" Concrete landing 99'-5" TO Conc 8" Concrete pad 3x8 Wood trim applied to existing corner 3x8 Wood trim applied to face of end of house as shown 3x12 Wood trim applied to face of gable end of house as shown 3x6 Wood trim applied to face of gable end of house as shown 3x6 Wood trim kicker applied to face of house as shown Coach light fixture 8" tall address numerals of permanent material and contrasting color 5/24/24 Sheet Number A6 Date Sheet Title South & West Elevations May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:17 AM 6x6 Wood timber post - stain Simpson CJT4Z concealed joist tie (2) 2x10 Treated rim joists (2) ½"ϕ x4" through bolts Front Porch Section1Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”North Stair Section3Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6”Stair Cross Section2Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” East Stair Section5Scale: 3/4" = 1'-0" 0 6”1’-0”2’-0”1’-6”2’-6” Rim to Post Connection4Not to Scale 96'-7" TO Conc 99'-11½" TO Decking 96'-5" TO Conc 100'-0" Finished Deck 99'-11½" TO Decking 108'-10 7/8" Wood Truss brg 96'-6" TO Pier 99'-0½" TO Wall 93'-0½" TO Footing 96'-6" TO Pier 96'-6" TO Pier 97'-6" TO Pier Asphalt roof shingles - install of mfgr approved underlayment and overIce & Water Shield at eaves and overframing 2x6 Wood fascia - match existing - stain Prefinished metal flashing - typ ⅜" Wood soffit - stain 6x6 Wood timber top chord - stain 6x8 Wood timber bottom chord - stain 6x6 Wood timber kicker - stain ⅝" structural wood sheathing ¾"x8" Lag bolt - each end 6x6 Wood timber post - stain 2x4 Wood top rail 2x4 Wood rail Existing house construction Existing house construction 2x6 treated sill plate in full bed of sealant - typ (2) #4 conts #4 at 16" oc - alternate direction 2' - 4 " 6" Extend waterproofing across footing 4" per PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% to daylight Free draining gravel wrapped in geotech fabric Undisturbed soil 2x10 treated wood ledger w/ ½"x5" lag bolts at 12" oc alternating 2x10 treated joists at 16" oc 14"ϕx36" conc pier with (4) #4 vert & (4) #3 ties - see Foundation Plan A2 6x6 Wood timber kicker - stain (2) 2x10 Rim - see detail 4/A7 for connection to post ¾"x8" Lag bolt - each end Simpson LUS210 joist hangers - typ Grace bituthane waterproofing membrane Decking to match existing 100'-0" Finished Floor ½"x12" Anchor bolts w/ 3"x3"x3/16" plate washer at 48" oc #4 vert at 32" oc #4 horz at 16" oc (2) #4 conts 3D East Stair View Not to Scale 3D North Stair View Not to Scale 99'-0½" TO Wall 93'-0½" TO Footing Existing house construction 2x6 treated sill plate in full bed of sealant - typ (2) #4 conts Extend waterproofing across footing 4" per PVC drain pipe wrapped in geotech fabric silt sleeve - slope 2% to daylight Free draining gravel wrapped in geotech fabric Compacted backfill Undisturbed soil 14"ϕx36" conc pier with (4) #4 vert & (4) #3 ties - see Foundation Plan A2 100'-0" Finished Floor ½"x12" Anchor bolts w/ 3"x3"x3/16" plate washer at 48" oc #4 vert at 32" oc #4 horz at 16" oc (2) #4 conts #4 at 16" oc - alternate direction 2' - 4 " 6" 14"ϕx36" conc pier with (4) #4 vert & (4) #3 ties - see Foundation Plan A2 4x12 Wood timber tread - stain attach to stringer w/(2) ¾"ϕx 10" lag bolts 16"ϕx36" conc pier with (4) #4 vert & (4) #3 ties 12" Wood timber post w/ 4x6 wood timber kicker 11" 7 6 R @ 7 = 3 ' - 7 " 5 T @ 11" = 4'-7" 2" min EQ EQ 6 R @ 6 = 3 ' - 4 5 T @ 11" = 4'-7" 11" 6 2" min EQ EQ 3 A7 2 A7 2 A7sim 6x6 Wood timber post - stain 5" Conc landing Simpson APB66 post base Coach light fixture 4x12 Wood timber stringer ea side - stain 4x12 Wood timber tread - stain attach to stringer w/(2) ¾"ϕx 10" lag bolts Wood handrail - stain 2x2 Wood balusters at 5 7/16"oc max - stain 6x6 Wood timber post - stain 2x4 Wood rail 6x6 Wood timber kicker - stain (2) 2x10 Rim - see detail 4/A7 for connection to post 2x10 treated joists at 16" oc Decking to match existing 2x4 Wood top rail 2x2 Wood balusters at 5 7/16"oc max - stain Wood handrail - stain 4x12 Wood timber stringer ea side - stain 6x6 Wood timber post - stain Grace bituthane waterproofing membrane Compacted backfill 6x6 Wood timber post - stain 5" Conc landing Simpson APB66 post base Coach light fixture 4x12 Wood timber stringer ea side - stain 4x12 Wood timber tread - stain attach to stringer w/(2) ¾"ϕx 10" lag bolts Wood handrail - stain 2x2 Wood balusters at 5 7/16"oc max - stain 8"sq Wood post cap - stain 8"sq Wood post cap - stain Existing decking & structure 2x2 Wood balusters at 5 7/16"oc max - stain 2x4 Wood top rail at gate 2x4 Wood rail at gate2x2 Wood balusters at 5 7/16"oc max - stain 2x4 bracing at gate 2 Existing wood post 4'-7" at North Stairs 4'-10" at East Stairs (verify) 5/24/24 Sheet Number A7 Date Sheet Title Sections & Details May 24, 2024 of 7 TA R C Z A L I R E S I D E N C E 82 0 S S a i n t V r a i n A v e Es t e s P a r k , C O 8 0 5 1 7 Pr o j e c t : 2 4 0 1 5 – T A R C Z A L I R E S I D E N C E F i l e : " 2 4 0 1 4 C D ' s " M o d i fi e d : F r i , M a y 2 4 , 2 4 P r i n t : F r i , M a y 2 4 , 2 4 D r a w n b y : R W C C h e c k e d b y : J E C ©2024 Sky Pond Architecture & Engineering AR C H I T E C T U R E & E N G I N E E R I N G SK Y P O N D 31 2 E E l k h o r n A v e Es t e s P a r k , C O 8 0 5 1 7 Jo s e p h E C a l v i n , A I A (9 7 0 ) 4 2 0 - 8 2 6 4 jo e @ s k y p o n d e n g i n e e r i n g . c o m Joseph E Calvin Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:17 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:18 AM Approved by SAFEbuilt 06/18/2024 10:16:19 AM Approved by SAFEbuilt 06/18/2024 10:16:19 AM