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HomeMy WebLinkAboutPLANS Deck 112 Ute Ln 2021-04-22BAS1S.com Es t e s P a r k , C o l o r a d o 8 0 5 1 7 16 9 5 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: Date: Architecture, P.C. Issue: © BASIS PLANS 4/7/21 CD Da l l m a n C o n s t r u c t i o n C o . 11 2 U t e L a n e Es t e s P a r k , CO 80 5 1 7 Wi n s l o w D e c k A d d i t i o n 04/07/2021 Main Floor EL: 100'-0" Lower Deck EL: 96'-3" EXISTING CRAWL ACCESS NEW DECK RAILING MIN. 36" ABV. FIN. FLOOR, ALL GAPS <4", TYP. STAIRS: EQ. RISERS +/- 7", TREADS 11" w/ 1" NOSING, PROVIDE RISER COVERS FOR <4" SPHERE TO PASS THROUGH, PROVIDE RAILINGS TO MIN. 36" ABOVE NOSING, ALL GAPS <4", HANDRAIL 1-SIDE 36" ABV. NOSING, TYP. RE-LOCATE ELECTRIC SERVICE FROM CURRENT LOCATION UNDER NEW DECK EXISTING TREE TO REMAIN NEW DECKS BUILDING ENVELOPE RE-ROUTE ELEC. SERVICE PROJECT AREA NEW FENCE (<6' HEIGHT) NEW STRUCTURE WITHIN 1' OF BUILDING SETBACK REQUIRES SETBACK CERTIFICATION BY LICENSED SURVEYOR EXISTING TREE TO REMAIN EXIST. ADDITION NOTE: BAS1S SITE PLAN OVERLAID ON SITE PLAN PROVIDED BY CORNERSTONE ENGINEERING & SURVEYING, INC. N 6' - 1 0 " 3' - 0 " +/ - 6 ' - 0 " 35 ' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 6' - 0 " 6' - 0 " 6' - 0 " 12'-0" 8'-0" 2'-6" 9'-2 3/8 " 4'-6"13'-6"FIELD VFY FOR STAIRS TO GRADE 3' - 0 " 3'-0"7'-6"3'-0" MIN. 4' LANDING DEPTH 4'-2" 6' - 5 " DECK/RAILING TO EXISTING POST, FIELD VFY DIMENSION REMOVE EXISTING RAILING NEW DOOR TO DECK, MAX U-.30, PROVIDE ENTRY LOCKSET, WEATHERSTRIP & DOOR SWEEP SAVE EXISTING TREE, FIELD VFY DECK/ PIERS OUTSIDE DRIPE EDGE OF TREE HOT TUB 7'6"x7'6" SHOWN VERIFY w/ MODEL SELECTED STAIRS: EQ. RISERS +/- 7", TREADS 11" w/ 1" NOSING, PROVIDE RISER COVERS FOR <4" SPHERE TO PASS THROUGH, PROVIDE RAILINGS TO MIN. 36" ABOVE NOSING, ALL GAPS <4", HANDRAIL 1-SIDE 36" ABV. NOSING, TYP. PROVIDE NEW (2) 2x10 HEADER AT NEW DOOR GUARD RAILS TO MIN. 36" A.F.F., ALL GAPS <4", TYP. DINING GREAT ROOM MASTER BEDROOM COVERED PATIO SITTING ROOM MAIN DECK 580 SF HOT TUB DECK 225 SF 3 1/8" = 1'-0" Southeast Elevation 1 1" = 20' Site Plan2 1/4" = 1'-0" Deck Plan PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential 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. Provide fire-blocking per IRC Section R602.8. Provide fire-blocking in concealed spaces of stud walls at the floor-ceiling level and at 10-foot intervals, in openings around vents, ducts, etc., and at all interconnections between concealed horizontal and vertical spaces. 5. Design Loads: Seismic: Category B Floors: 40 psf Roof: 70 psf (>7,000,<8,000); 15psf Dead Decks: 70 psf (Ground Snow Load, No Hot Tub) 150 psf (Hot Tub) Wind: Exposure class C 175 mph Vult, 3 Second Gust 6. Hazard Zones Flood: No Geologic: No Ridgeline Protection: No Wildfire: Yes ELECTRICAL 7. Electrical materials and installation to comply with the N.E.C., 2017 edition, and all other applicable codes. 8. Provide installation and connections for all appliances, fixtures and equipment requiring electrical service. 9. Power, lighting and smoke alarm location to comply with code requirements. 10. Coordinate requirements of Electrical equipment with Mechanical & plumbing contractor. ENERGY EFFICIENCY 11. Ensure six-sided encapsulation of insulation with sheathing, drywall at all exposed cavities. 12. Seal all wall sheathing and gypsum to walls at top and bottom plates. Seal all envelope penetrations and around window and door openings with closed cell foam insulation, or equal. 13. Insulatory & air sealing of building envelope to comply with IRC Table N1102.04.1.1. SAFEbuilt APPROVED Subject to inspection and compliance to all relevant Adopted Building and Municipal codes. Changes in Plans MUST be approved. D.GRAHAM 04/22/2021 I-CODES 2015 21-EP-00149 PRINT PLANS IN COLOR AND HAVE FOR INSPECTOR AT TIME OF INSPECTION 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 5 B i g T h o m p s o n A v e , S u i t e 1 0 0 S1 Sheet No: 970.586.9140 Sheet Title: Date: Architecture, P.C. Issue: © BASIS STRUCTURAL 4/7/21 CD Da l l m a n C o n s t r u c t i o n C o . 11 2 U t e L a n e Es t e s P a r k , CO 80 5 1 7 Wi n s l o w D e c k A d d i t i o n 04/07/2021 3' - 6 " 2' - 6 " 3' - 0 " 5' - 6 " 5' - 6 " 5' - 6 " 6' - 0 " 6' - 0 " 6' - 0 " +/- 8'-1 1/4"4'-0"4'-6"6'-9"6'-9"FIELD VFYFOR STAIRSTO GRADE 11 ' - 1 0 " 8' - 2 " 6' - 5 " 4'-2" 5' - 6 " 5' - 6 " 5' - 6 " 5' - 6 " 9'-2 3/8 " +/- 8'-1 1/4"8'-6" MIN. 8" CONC. PIERS ON 20" BIGFOOT MIN. 30" BELOW FIN. GRADE, PROV. #4 VERT., PROV. SIMPSON AB66 POST BASE, TYP., U.O.N. 4" CONC. SLAB STAIR LANDING ROLLED EDGE SIMPSON AB66 POST BASE IN ROLLED EDGE AT STAIR POST BIGFOOT 36" BIGFOOT 36" BIGFOOT 20" (TYP., U.O.N.) BIGFOOT 36" 12" SONOTUBE BIGFOOT 24" [ T . O . W A L L = 9 4 ' - 1 0 " ] ( T . O . F O O T I N G = 9 0 ' - 1 0 " ) 100'-0" +/- 96'-3"+/- 93'-0" P.T. 2x10 LEDGER, ATTACH TO FLOOR RIM w/ (3) 4" LEDGERLOK OR EQ. @ EA. BAY (16" O.C.), PROVIDE 'Z' FLASHING OVER TOP EDGE, TYP. SIMPSON LUS210 JOIST HANGER EA. END, TYP.SIMPSON LSC STRINGER CONNECTORS, TYP. POST HOLDS LOWER DECK AND UPPER DECK EXTEND TO RAILING SHADED AREA OF HOT TUB LOAD DESIGN SIMPSON HUC212-2 2x12 STAIR STRINGERS @ 16" O.C. BEAR ON P.T. PLATE ON LANDING SLAB ANGLE CONNECTION: (MITER JOISTS ENDS) MIN. (3) 3" SIMPSON SDWS TIMBER SCREWS OR LS90 IN OPEN SIDE P.T. 2x10 LEDGER, ATTACH TO CONC. PATIO w/ (2) 6"x1/2" SIMPSON WEDGE-ALL EXPANSION BOLTS @ 32" O.C. TENSION TIE: SIMPSON DTT2Z TIE AT RIM + JOIST w/ 1/2" GALVANIZED ALL-THREAD TENSION TIE: DTT1Z, MAX NAILING, SDWH SCREW w/ MIN. 3" THREAD PENETRATION INTO TOP PLATE AT CORNER SIMPSON HGU5.25-SDS RIM BEAMS TO POST: SIMPSON HUC212-2 EA. END OF BEAM, TYP. G.C. OPTION - LET-IN BEAM 2 1/2" INTO CONT. POSTS, ATTACH w/ SCREWS PER DETAIL 5/S1 TYP. AT (2) 2x12 RIMS U.O.N. 2x12 STAIR STRINGERS @ 16" O.C. CUSTOM HANGER EA. END, RE: DETAIL 6/S1 6x6 POST TO BOT. OF BEAM, PROVIDE (2) SDWS SCREWS EA. BEAM TO POST, TYP. OF 2 ANGLED BEAM TO POST BEARING CUT 3" SEAT INTO BEAM, ATTACH w/ SCREWS PER POST-BEAM SCREW CONNECTION DETAIL SIMPSON HUCQ210-3-SDS SIMPSON HUC212-2 SIMPSON H2.5A TIE-DOWN @ MID-SPAN, TYP. LUC212 AT RIMS OPTION - LET-IN DETAIL, TYP. 1" COMPOSITE DECKING RATED FOR 16" SPANS (2 ) 2 x 1 2 ( F L U S H ) T O P D E C K (2 ) 2 x 1 2 R I M (F L U S H ) HOT TUB (2 ) 2 x 1 2 (F L U S H ) (2) 2x12 (FLUSH) (3 ) 2 x 1 2 (D R O P P E D ) 2x12 RIM 2x12 RIM (2) 2x 1 2 (FLUS H ) 6 3 / 4 " x 1 5 " A Y C G . L . (D R O P P E D ) (2 ) 2 x 1 2 ( F L U S H ) L O W E R D E C K 2x12 RIM (2 ) 2 x 1 2 R I M (F L U S H ) (3 ) 2 x 1 2 (D R O P P E D ) (2 ) 2 x 1 2 (F L U S H ) (2) 2x12 (FLUSH) 4/ A 1 4/ A 1 2x 1 0 J O I S T S @ 1 6 " o . c . 2x 1 0 J O I S T S @ 1 6 " o . c . 2x 1 2 J O I S T S @ 1 6 " o . c . 2 1/2" POST BEAM SIMPSON SDWS, FASTEN MASTER TIMBERLOK OR EQ. COUNTERSUNK/HIDDEN MIN. 4" PENETRATION (2) EA. SIDE OF BEAM COLUMN/ LOG POST DECK RIM SIMPSON SDWS OR EQ. COUNTERSUNK/HIDDEN MIN. 3" PENETRATION (2) EA. POST DECKING MIN. 2 1/2" SEAT CUT, (MIN. 3" REMAINING FOR CONT. POSTS) CONCEALED FLANGE HANGER AT END JOIST SIDE VIEWTOP VIEW CORNER POST SIDE VIEWTOP VIEW 8" 1' - 0 " (2) #4 CONTINUOUS TOP & BOTTOM UNDISTURBED SOIL 4" REINFORCED CONC. SLAB ON MIN. 4" GRAVEL BED POST BASE RE: FOUNDATION RE: FND RE: FND PLAN MI N . 3 0 " 6" MI N . (1) #4 VERT. UNDISTURBED SOIL POST BASE RE: FOUNDATION BIGFOOT OR EQ. FOOTING SIZE PER FND PLAN CONC. PIER ON B.F. FOOTING RE: FND PLAN, VFY SIZE WITH FOOTING MFR. 6 3/4" 2 3/8"2 1/8"2 3/8" EQ EQ 5" 1/4" 4 1/2" 1/4" 6 3/4" 1/4" EQ EQ 4" 3 1 / 2 " 3 1 / 2 " 4" 1/ 2 " 1' - 3 " 1/ 2 " 1/4"1/ 2 " 1' - 3 " 1/2" BOT. PLATE w/ 1/4" SIDES, 1/4" FILLET WELD ALL SIDES SADDLE WELD TO 1/4" BACK PLATE w/ 1/4" FILLET WELD ALL SIDES 7/8" THRU-BOLTS 1/2" DIA. THRU-BOLT 5 1/2"x15"x1/4" STEEL PLATE OPP. SIDE FOR THRU-BOLTS POST ROUTE ENDS OF BEAM TO SLIDE OVER BOLT HEADS AND FIT TIGHT TO BACK PLATE N1 1/4" = 1'-0" Foundation Plan4 1/4" = 1'-0" Framing Plan 5 1 1/2"= 1'-0" Post/Beam Connection 3 3/4" = 1'-0" Rolled Edge Slab 2 3/4" = 1'-0" Big Foot Pier 6 1 1/2"= 1'-0" Custom Beam Hanger DESIGN LOADS: Seismic: Category B Floor & Covered Deck : 40 psf Uncovered Deck: 70 psf (7,000 < 8,000) (Ground Snow Load) Hot Tub Deck: 150 psf Dead: 15 psf Wind: Exposure Class C 175 mph V-ult, 3 Second GustsFOOTING 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. 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 footings to piers. 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. At splices in reinforcing, lap bars 36 diameters. At corners, make horizontal bars continuous or provide corner bars. 10. Vertical reinforcing: # 4 bars as detailed on drawings 11. Horizontal reinforcing: #4 bars as detailed on drawings. 12. 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 13. Welded-wire fabric shall conform to ASTM specification A-185, Grade 65 and shall be lapped one full mesh at side and end splices and wired together. 14. Provide all accessories necessary to support reinforcing. All reinforcing shall be held securely in proper position in accordance with ACI 318. 15. 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 16. Ensure min. 5% slope drainage away from building foundations SPECIFICATIONS 17. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall maximum. 18. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". STRUCTURAL FRAMING NOTES STRUCTURAL STEEL 19. Structural steel members, including plates and angles, shall conform to ASTM A36. All bolts, including anchor bolts, shall be ASTM A307. 20. Structural steel shall be detailed and fabricated in accordance with the AISC Manual for Steel Construction, current edition. STRUCTURAL WOOD FRAMING 21. Provide temporary bracing to withstand all construction and wind loads until all field connections are completed. 22. 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. 23. 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. 24. Fasten wood members with common nails according to the requirements listed in the I.R.C. Fastening Schedule, Table R602.3(1) Unless a more restrictive requirement is identified in drawings and/or notes for a specific component. Anchor engineered wood joists to supports with framing anchors indicated. 25. 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. 26. Columns and posts located on concrete shall be treated wood unless a pedestal conforming to I.R.C. Section R317.1.4 is used. STRUCTURAL GLUED-LAMINATED TIMBER 27. Materials, manufacturer and quality control shall be in conformance with American National Standard ANSI/AITC A190.1-1992. 28. 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. 29. All members shall be Architectural Appearance Grade. 30. Adhesives shall meet the requirements for wet conditions of service. 31. All members shall have zero camber. SPECIFICATIONS 32. Floor level tolerance = width: +/- 1/2-inch 24 feet. 33. Wall tolerance = level: +/-1/4-inch plumb in 8 feet. 34. Rough opening tolerance = +/-1/4-inch of actual dimensions. 35. Door and window installation tolerance = +/-1/8-inch off plumb, +/-1/8-inch out of square. All exterior doors shall be installed plumb and square with no wracking. OPEN HOLE INSPECTION REQURED FOR DEPTH AND SIZE ROUGH INPECTION PRIOR TO THE INSTALLATION OF DECK BOARDS. REVIEWED BY SAFEBUILT 04/22/2021 WELDING TO BE INSPECTED BY THIRD PARTY INSPECTOR.