Loading...
HomeMy WebLinkAboutPLANS 23-560 200 Moraine Ave, deck 2023-10-171 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 A1 Sheet No: 970.586.9140 Sheet Title: CD: Architecture, P.C. Issue: © BASIS VICINITY + CODES 10/10/2023 Deck Replacement Mo u n t a i n B r o t h e r s , L L C 20 0 M o r a i n e A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P . C . Ga s l i g h t S h o p s A p t S t a i r s 01/03/2024 01/03/2024 1 VICINITY MAP WORK AREA PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Building Code, 2015 edition as amended by the Town of Estes Park, and all other applicable codes. 2. Construction debris shall be legally removed on a continuing basis. The site shall be maintained in a "neat" appearance. 3. Dimensions are to face of stud, panel, or concrete unless otherwise indicated. Log and column dimensions are to centerline. Vertical dimensions are to concrete slab, wood subfloor or top of wall or beam. 4. Design Loads: RE: Structural Hazard Zones: Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes ELECTRICAL 5. Electrical materials and installation to comply with the N.E.C., 2023 edition, and all other applicable codes. 2015 IBC CODE SUMMARY APPLICABLE CODES: 2015 INTERNATIONAL EXISTING BUILDING CODE 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL FIRE CODE 2023 NATIONAL ELECTRICAL CODE GOVERNING AUTHORITY: TOWN OF ESTES PARK, STATE OF COLORADO POST OFFICE ROCKWELL MO R A I N E A V E RIVERSIDE 2015 IBC STRUCTURAL FRAMING NOTES DESIGN LOADS: Seismic: Category B Uncovered Deck: 100psf (Live) Snow: 70 psf (Ground Snow Load) Reduction Calcs:pf = 0.7CeCtIspg = 0.7(1.0)(1.2)(1.0)(70) = 58.8psf Dead:10 psf Wind: Exposure Class C 173 mph V-ult, 3 Second Gusts STRUCTURAL STEEL 1. Structural steel members, including plates and angles, shall conform to ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. 2. Structural steel shall be detailed and fabricated in accordance with the AISC Manual for Steel Construction, current edition. STRUCTURAL WOOD FRAMING 3. Provide temporary bracing to withstand all construction and wind loads until all field connections are completed. 4. All 2-inch framing and truss lumber shall be dry (max moisture content = 19%) Hem-fir No. 2 or better, graded by Western Wood Products Association, unless otherwise noted. Solid timber beams and posts shall be Douglas Fir-larch No. 1 or better. 5. All studs shall be Hem-fir No.2 or better. Top and bottom plates to be Hem-fir No. 2 or better. Wall studs shall be continuous from floor to bearing elevation. 6. Fasten wood members with common nails according to the requirements listed in the I.B.C. Fastening Schedule, Table 2304.10.1. Anchor engineered wood joists to supports with framing anchors indicated. 7. All multiple member beams, header, and posts shall be glued and nailed together, unless otherwise noted. All posts for beams shall be multiple studs to equal or exceed the width of the member, u.o.n. STRUCTURAL GLUED-LAMINATED TIMBER 8. Materials, manufacturer and quality control shall be in conformance with American National Standard ANSI/AITC A190.1-1992. 9. Lumber shall be stress graded to provide members with AITC combination symbols 24F-V4 for simple spans and 24F-V8 for multiple spans. Install 24F-V4 members such that tension side is on the bottom. 10. All members shall be Architectural Appearance Grade. 11. Adhesives shall meet the requirements for wet conditions of service. 12. All members shall have zero camber. 2015 IBC FOOTING AND FOUNDATION NOTES FOUNDATION DESIGN 1. Design of footings is based upon an assumed allowable soil bearing pressure of 2,000 pounds per square foot on decomposed granite bedrock below frost depth. 2. Footing elevations indicated are based upon estimated grades. The Excavation contractor shall ensure depth of footing excavation is sufficient to ensure placement of footing s on natural, undisturbed soil or bedrock and below frost depth of 30-inches. All footing, thickened slab and bearing pads should be set back a minimum of 1 foot for each vertical foot of cut 3. Provide continuous reinforcing at footing and wall steps and ones detailed. REINFORCED CONCRETE 4. All structural concrete shall develop a minimum 28-day compressive strength of 3000 psi. Fc = 3,000 psi @ 28 days with 5% air (+/- 1.5%) 5. Place concrete continuously without horizontal cold joints. 6. Provide sawcut control joints in slab at 10' O.C. max, each direction. Minimum depth = 1" REINFORCING STEEL 7. All detailing, fabrication, and placement of reinforcing steel shall be in accordance with the 'Manual of Standard Practice for Detailing Reinforced Concrete Structures' - ACI 315. 8. All reinforcing shall be deformed bars conforming to ASTM A-615, Grade 60, except ties, which shall be deformed bars, Grade 40. 9. Minimum concrete protection for reinforcement shall be in accordance with ACI 318 and as follows, u.o.n. Concrete poured against earth: 3-inches Concrete in forms: 2-inches Slabs: 3/4-inches 10. Provide all accessories necessary to support reinforcing. All reinforcing shall be held securely in proper position in accordance with ACI 318. 11. All bolts (including anchor bolts) shall comply with ASTM A307. Structural steel members, including plates and angles, shall be ASTM A36. Anchor bolts shall be spaced as detailed, but not more that (1) one foot from corners. DRAINAGE AND BACKFILLING 12. Ensure a minimum 2% perimeter grade slope away from the building on all sides. SPECIFICATIONS 13. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level: +/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet. 14. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". Alterations Level 1 -- IEBC Chapter 7 Classification of Work 503 Level 1 Removal and Replacement of existing materials, elements…using new that serve the same purpose. Building Elements 702.6 New work to comply with materials and methods requirements of Int’l Building Code Fire Protection 703 Maintain level of fire protection provided Means of Egress 704 Maintain level of protection provided Accessibility 705 Altered element not part of an accessible route APPROVED by SAFEbuilt; 2015 International Codes Subject to inspection and compliance to all Relevant, adopted Building & Municipal Codes 01/03/2024 This installation must comply with the requirements of the 2023 National Electrical Code 1 BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 A2.0 Sheet No: 970.586.9140 Sheet Title: CD: Architecture, P.C. Issue: © BASIS PLANS 10/10/2023 Deck Replacement Mo u n t a i n B r o t h e r s , L L C 20 0 M o r a i n e A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P . C . Ga s l i g h t S h o p s A p t S t a i r s 01/03/2024 01/03/2024 9'-5" 20'-1 1/2" 9'-4" 5'-0" 10'-0" 10'-0" 10'-0" 5'-0" 5'-0" 10'-4 1/2" 6'-10 1/2" 1'-2 1/2" 4' - 0 " 1'-0" 1'-1/2" +/- 2'-8" 7'-9" 12'-3" 4'-0" 12'-3" 3'-6" 4'-0" 4'-0" 6'-6 1/2" APPROXIMATE EXTENT OF BASEMENT STORAGE, REMAINDER CRAWL/UNEXCAVATED EXISTING FENCE AND PRESUMED PROPERTY LINE ADJACENT BUILDING (POST OFFICE) EXISTING 8" CMU WALL, TYPICAL DROPPED 5 1/8"x10 1/2" AYC GLU-LAM TYP, U.O.N. RE: DETAILS 3"DIA SCH 40 STL PIPE COLUMN, TYP (e) WINDOW TO BE REMOVED, INFILL OPG w/ MIN 6" CMU BF28 CONCRETE PIER w/ 12" SONOTUBE TYP (E) CONCRETE SIDEWALK HANDRAIL EXTENSION TYP BF20 CONC PIERS TYP OF 4 3 1/8"x10 1/2" AYC GLU-LAMS, TYP @ LOWER LANDING ONLY HUC 210-2 HANGER w/ 1/4"x2 3/4" TITEN TURBO SCREWS, TYP OF 2 (2) 2x8 JOISTS @ 16"o.c. THIS LOCATION ONLY UPUP DN BASEMENT STORAGE 3'-0" x 6'-8" 3'-0" x 6'-8" 3'-0" x 6'-8" 5'-0" 19'-10 1/2" 3'-4" 4'-0" NEW 3'0"x6'8" DOOR IN (e) MODIFIED OPENING ASSUMED PROPERTY LINE NEW DOOR IN (e) OPENING DNDN UP N1 1/8" = 1'-0" Basement/Crawl 2 1/8" = 1'-0" Lower/Mid Level Approved by SAFEbuilt 01/03/2024 7:48:16 PM BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 A3 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS ELEVATIONS 10/10/2023 Construction Mo u n t a i n B r o t h e r s , L L C 20 0 M o r a i n e A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P . C . Ga s l i g h t S h o p s A p t S t a i r s 10/10/2023 -1 Basement/Crawl +91'-10" -1 Basement/Crawl +91'-10" 1 Lower Level +100'-0" 1 Lower Level +100'-0" Ground Level (Moraine) +109'-8" 2 Ground Level (Moraine) +109'-8" INFILL OPG (e) ELEC METER 42" HIGH GUARDRAIL WIREMESH INFILL PANELS <4" OPENING INFILL OPG GAS + ELEC METERS -1 Basement/Crawl +91'-10" -1 Basement/Cra +91'-10" 1 Lower Level +100'-0" 1 Lower Level +100'-0" 2 Ground Level (Moraine) +109'-8" 2 Ground Level +109'-8" MORAINE AVE 2" 3 1/2" 2" 2x6 COMPOSITE CAP 2x2 CEDAR WELDED WIRE INFILL 4x4 GRID, 4" OPG COMPOSITE DECKING 2x8 JOIST 4x4 POST 2x8 RIM BLOCKING EXTEND POST TO 2x8 JOIST 4x4 POST WELDED WIRE INFILL 4x4 GRID, 4" OPG (2) 5/8" DIA THRU-BOLTS 1 1/8" = 1'-0" East Elevation 2 1/8" = 1'-0" North Elevation3 1" = 1'-0" Railing Details Approved by SAFEbuilt 01/03/2024 7:48:16 PM BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 2 B i g T h o m p s o n A v e , S u i t e 1 0 0 A4 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS SECTIONS 10/10/2023 Construction Mo u n t a i n B r o t h e r s , L L C 20 0 M o r a i n e A v e Es t e s P a r k , C O 8 0 5 1 7 A R C H I T E C T U R E P . C . Ga s l i g h t S h o p s A p t S t a i r s 10/10/2023 3/A4 3/A3 -1 Basement/Crawl +91'-10" 1 Lower Level +100'-0" 2 Ground Level (Moraine) +109'-8" 3'-6" NEW DOOR IN (e) MODIFIED OPG NEW COMPOSITE DECKING NEW FLASHING P.T. 2x8 LEDGER FASTEN TO WALL W/ (2) 1/2" EXPANSION BOLTS @ 32" O.C. VFY CORES ARE SOLID GROUNDED COLUMN CAP STEEL PIPE COLUMN CONC PIER SIMPSON H2.5A TIE DOWN, TYP. WOOD/STEEL GUARDRAIL 2x8 RIM AYC GLU-LAM SIMPSON LUS28 HANGER, TYP. SIMPSON CCOQ COLUMN CAP, TYP. 1/4" FILLET WELD ALL AROUND STEEL COLUMN 4" 1" 6" MIN 30"/UNDISTURBED BIGFOOT ® FOOTING 12" DIA CONC. PIER #4 VERT. ANCHOR BOLT #4 HOOP NON SHRINK GROUT Basement/Crawl +91'-10" -1 Basement/Cra +91'-10" 1 Lower Level +100'-0" 1 Lower Level +100'-0" d Level (Moraine) +109'-8" 2 Ground Level ( +109'-8" 13T @ 11" = 11'-11" 14R @ 7" =8'-2" 1'-0" 1'-0" 17R @ 6 13/16" =9'-8" 16T @ 11 = 14'-8" (e) ELEC METER INFILL OPG INFILL OPG 1 1/2" DIA STEEL PIPE HANDRAIL, 36" ABV TREAD NOSING ,TYP 1'-0" TOP + BOTTOM EXTENSIONS FIELD VFY + PROVIDE MAX LENGTH POSSIBLE WHERE CONSTRAINED HEAVY TIMBER UPPER DECK RE: PLAN NEW DOORS IN (e) OPENINGS, TYP GAS + ELEC METERS -1 Basement/Crawl +91'-10" 1 Lower Level +100'-0" 2 Ground Level (Moraine) +109'-8" 11R @ 7" = 6'-5" 10T @ 11" = 9'-2" 7" 11" <4" G.C. STRINGER STEEL ANGLE CLIP BEVELED EDGE P.C. TREAD OPEN RIDGE < 4" 4" 3 1/8" x 10 1/2" AYC GLU-LAM STRINGER GUARDRAIL PRECAST CONC TREAD STEEL ANGLE CLIP METAL FLASHING OVER T.O. LEDGER w/ DRIP EDGE P.T. LEDGER, ATTACH TO WALL w/ EXP BOLTS AS INDICATED CONFIRM CORES ARE SOLID GROUTED OR LEDGER LOCATED AT CONCRETE BOND BEAM NOTIFY ARCHITECT IF CONDITIONS DIFFER JOIST HANGER DECKING COUNTERFLASHING AT COURSE ABOVE (e) CMU WALL FLEX FLASHING BEHIND LEDGER 2 1/2" = 1'-0" East Cross Section 4 1" = 1'-0" COLUMN CAP 3 1" = 1'-0" Pier Detail 1 1/8" = 1'-0" Longitudinal Section5 1/8" = 1'-0" Longitudinal Section 6 1" = 1'-0" Stair Details 7 1 1/2"= 1'-0" Ledger Detail Approved by SAFEbuilt 01/03/2024 7:48:16 PM