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HomeMy WebLinkAboutPLANS Deck 328 Overlook Ct 2023-11-08Sheet No:Sheet Title: Floor Plans Deck Rebuild Date: Issue: 06/9/20221692 Big Thompson Avenue, Suite 100, Estes Park, Colorado 80517 ARCHITECTURE, P.C.bas1s.com Architecture, P.C.© BASIS Estes Park,CO 80517 A1 of The Stanley Overlook Lot #2, Stanley Historic District 970.586.9140 F RE DW DW RE F 9' - 0 " 2 ' - 0 " 9' - 0 " 2 ' - 6 " 6'-0" 2'-6" 8" 6'-3 3/4" 6'-3 3/4" 6'-3 3/4" 5'-2 3/4" 6'-3 1/2" 5'-2 3/4" 7 1/2" 3' - 0 " 8 ' - 6 " 5 ' - 2 1 / 4 " 6 ' - 3 1 / 2 " 5 ' - 2 1 / 4 " 8 " 6'-8 3/4" 8'-4" 8'-4 1/2" 7'-9 3/4" 7'-10" 7'-10" 3' - 0 " COMPOSITE DECKING10" DIAMETER LOGOPEN GUARDRAIL MIN. 42" HIGH; <4" OPENINGS LINE OF ORIGINAL DECK REBUILD STONE PIER + LOG COLUMN AT ENTRY, TYP OF 2 NOTE: DIMENSION MUST BE VERIFIED ON EACH UNIT WITH SETBACKS ON SITE REDUCE AS REQUIRED. KITCHEN 11'-0" x 14'-0" KITCHEN 11'-0" x 14'-0" GARAGE 21'-0" x 22'-0" GARAGE 21'-0" x 22'-0" DINING 10'-0" x 11'-0" LIVING 21'-0" x 17'-0" DECK DECK DINING 9'-0" x 10'-0" COVERED PORCH M. BEDROOM 19'-6" x 12'-6" LIVING 17'-0" x 24'-0" UNIT 'B' M. BEDROOM 19'-0" x 12'-6" UNIT 'A' DN ENTRY 5'-9" x 7'-0" COVERED PORCH ENTRY 5'-9" x 7'-9" CL. DN BATH W D PWD PWD BATH W D MI N 5 ' F R O M W A L L TO W A T E R E D G E 9'-6" 10'-0" 9'-7" 9'-8" 5' - 6 " 5 ' - 4 " 3' - 5 " 5 ' - 4 " STONE PIER RE: ELEVATIONS/FOUND PLAN OUTLINE OF REBUILT DECK ABOVE WINDOW ASSUMED TO BE UN-TEMPERED 6' HIGH PRIVACY FENCE 36" HIGH RAILING VERIFY DIMS w/ HOT TUB SELECTED UNFINISHED MECH. BATH UP UP UNFINISHED MECH. CONCRETE PATIO CONCRETE PATIO     0DLQ)ORRU3ODQ    /RZHU)ORRU PROJECT GENERAL NOTES GENERAL 1. All construction shall conform to the International Residential Code, 2015 edition as amended by 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. 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: RE: Structural SSh 07/20/2022 Sheet No:Sheet Title: Elevations Deck Rebuild Date: Issue: 06/9/20221692 Big Thompson Avenue, Suite 100, Estes Park, Colorado 80517 ARCHITECTURE, P.C.bas1s.com Architecture, P.C.© BASIS Estes Park,CO 80517 A2 of The Stanley Overlook Lot #2, Stanley Historic District 970.586.9140     6287+(/(9$7,21 EL: 89'-10 1/4" EL: 100'-0" 2' - 1 " 3' - 1 " 4' - 1 " REDWOOD & STEEL DECK GUARDRAIL MAX 42" HIGH < 4" BTWN VERTS STONE PIER LOG DECK POSTS, RE: FRAMING PLANS REDWOOD & STEEL RAILING - MIN 36" HIGH MIN 6" DIA LOG RAILING POSTS LOWER FLOOR MAIN FLOOR     :(67(/(9$7,21 3' - 0 " 6' PRIVACY FENCE BOARDS BOTH SIDES 1/2 12 EL: 89'-10 1/4" EL: 100'-0" 4' - 1 " NEW STONE PIER VENEER APPLIED TO CONCRETE BEHIND, TYP GUARDRAIL: REDWOOD RAILS w/ PTD STEEL VERTICALS 42" HIGH, <4" BTWN VERTS LOG COLUMN, TYP. REDWOOD POST, TYP. LOWER FLOOR MAIN FLOOR Sheee: 07/20/2022 Sheet No:Sheet Title: Foundation Deck Rebuild Date: Issue: 06/9/20221692 Big Thompson Avenue, Suite 100, Estes Park, Colorado 80517 ARCHITECTURE, P.C.bas1s.com Architecture, P.C.© BASIS Estes Park,CO 80517 A3 of The Stanley Overlook Lot #2, Stanley Historic District 970.586.9140     )281'$7,213/$1 7' - 4 " 6 ' - 6 " 5' - 4 " 2 ' - 6 " 4" 4" 10'-4" 8' - 0 " 5 ' - 1 0 " 8'-10" 4" 4" 7' - 1 0 " 8 " 1 6 ' - 8 " 8 " 5' - 4 " 5'-4" 1'-4 3/4" 16'-8 1/2" 2'-10 3/4" 8" 16'-11" 3'-0" 18'-4" 10" 16'-8" 6" 11 ' - 0 " 11 ' - 0 " 20'-7" 20'-0" STAMPED COLORED CONCRETE EXIST. GRADE: +/- 90'-0" FINISH GRADE: +/- 89'-6" C OF PIER C OF PIER EXIST. GRADE: +/- 91'-0" FINISH GRADE: +/- 89'-6" EXIST. GRADE: +/- 89'-0" FINISH GRADE: +/- 89'-6" EXIST. GRADE: +/- 93'-0" FINISH GRADE: +/- 92'-0" EXISTING CONCRETE PIER TO BE REMOVED NEW 24"x24" PIER TO GRADE PROV. 6 -#4 BARS, VERT. & SQUARE HOOP HORIZ. @ 12" O.C., TYP. OVER 24" DIA PIER TO NATIVE SOILS/BEDROCK, PROV (4) #4 VERT MIN 30" BELOW GRADE RE: ELEVATIONS FOR HEIGHT CONTROL JOINTS EXISTING FOUNDATION EXISTING CONCRETE PIER TO BE REMOVED NEW 24"x24" PIER TO GRADE PROV. 6 -#4 BARS, VERT. & SQUARE HOOP HORIZ. @ 12" O.C., TYP. OVER 24" DIA PIER TO NATIVE SOILS/BEDROCK, PROV (4) #4 VERT MIN 30" BELOW GRADE RE: ELEVATIONS FOR HEIGHT EXISTING CONCRETE PIER TO BE REMOVED NEW 24"x24" PIER TO GRADE PROV. 6 -#4 BARS, VERT. & SQUARE HOOP HORIZ. @ 12" O.C., TYP. OVER 24" DIA PIER TO NATIVE SOILS/BEDROCK, PROV (4) #4 VERT MIN 30" BELOW GRADE RE: ELEVATIONS FOR HEIGHT CONC. SLAB ON GRADE, 4" STAMPED, COLORED CONC. CONC. SLAB ON GRADE, 4" STAMPED, COLORED CONC. 22 22 22 22 BASEMENT SLAB EL: 89'-10 1/4" L L 18 [ T.O. WALL = XX' - X" ] ( T.O. FOOTING = XX' - X" ) FOOTING AND WALL STEPS SUBJECT TO CHANGE ACCORDING TO FIELD CONDITIONS VERIFY w/ GENERAL CONTRACTOR 18 OPEN HOLE INSPECTION BY ENGINEER OF RECORD REQUIRED AFTER ALL PIERS REMOVED.ÚLL PIER LOCATIONS, NEW AND PREVIOUSLY EXISTING MUST BEAR ON NATIVE SOILS OR COMPACTED STRUCTURAL FILL WITH COMPACTION TESTING COMPLETED. 2015 IRC 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. Not used. 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. Not used. 17. Not used. 18. Ensure a minimum 2% perimeter grade slope away from the building on all sides. 19. Backfill equally on both sides of walls in 12-inch vertical lifts. Compact backfill under exterior and interior slabs. Do not backfill foundation walls greater than 4-feet high unless braced by floor system or other approved bracing method. Compact backfill to 95% standard proctor, ASTM 698. 20. Aggregate base under slab to be 4-inches washed pea gravel - 3/8-inch minimum to 3/4-inch maximum diameter. SPECIFICATIONS 21. Footing tolerance = width +/- 1/2-inch; thickness: +/-1/2-inch; level: +/- 1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet. 22. Foundation wall tolerance = level: +/-1/4-inch in 30 feet; square: +/-1/2-inch in 20 feet; plumb: +/-1/4-inch in 8 feet. 23. Slabs on grade = level: +/- 1/4-inch in 10 feet, +/-3/4-inch overall maximum. 24. All concrete shall have a maximum slump of 5-inches. Concrete shall be rodded or vibrated to eliminate "honeycombing". Sheet No:Sheet Title: Framing Plan + Detail Deck Rebuild Date: Issue: 06/9/20221692 Big Thompson Avenue, Suite 100, Estes Park, Colorado 80517 ARCHITECTURE, P.C.bas1s.com Architecture, P.C.© BASIS Estes Park,CO 80517 A4 of The Stanley Overlook Lot #2, Stanley Historic District 970.586.9140     0$,1)/225)5$0,1*3/$1 3' - 0 " 7 ' - 1 0 " 3' - 0 " 7 ' - 4 " 10" MIN. DIA. LOG POST BELOW, TYP. NOTCH TOP OF POST FOR BEAM BEARING, PROVIDE (2) 5/8" DIAMETER THRU BOLTS;PROVIDE SIMPSON PVB10 POST BASE EXTERIOR G.L.'s RATED FOR WET LOCATION, TYP. SIMPSON LUS28 HANGERS, TYP P.T. 2x10 LEDGER, TYP SIMPSON HGA10 TIE AT CANTILEVER, TYP NOTE: DIMENSION MUST BE VERIFIED ON EACH UNIT WITH SETBACKS ON SITE REDUCE AS REQUIRED. CANTILEVERED BEAM END UNFINISHED MECH. COMPOSITE DECKING 5 1/2" x 19 1/2" 20F-V13 AC (AK Yellow Cedar) DROPPED GLU-LAM 5 1 / 8 " x 1 2 " A Y C G . L . D R O P P E D P.T. HEM-FIR 2x10's @ 16" O.C. BATH MAIN FLOOR EL: 100'-0" FASTEN DECK LEDGERS TO WALL W/ (2) 3 5/8" LEDGER LOK SCREWS @ 16" O.C. TYP UNFINISHED MECH. 5 1/2" x 19 1/2" 20F-V13 AC (AK Yellow Cedar) DROPPED GLU-LAM 5 1/2" x 19 1/2" 20F-V13 AC (AK Yellow Cedar) DROPPED GLU-LAM 5 1/2" x 19 1/2" 20F-V13 AC (AK Yellow Cedar) DROPPED GLU-LAM COMPOSITE DECKING P.T. HEM-FIR 2x10's @ 16" O.C. P. T . H E M - F I R 2 x 1 0 ' s @ 1 6 " O . C . (3) 2x10's 3" RE : E L E V . 1/2" EXPANSION JOINT #4 VERTICALS 24" DIAMETER CONCRETE PIER LOG COLUMN STONE VENEER SANDSTONE CAPS w/ 45º CORNERS SEALANT SIMPSON PVB10PC POST BASE MORTAR BED 24"x24" SQUARE CONCRETE PIER     3LHU'HWDLO 2015 IRC STRUCTURAL FRAMING NOTES DESIGN LOADS: Risk Category II Seismic: Category B Uncovered Deck: 70 psf (7,000 < 8,000) (Ground Snow Load) Dead: 15 psf Wind: Exposure Class C 175 mph V-ult, 3 Second Gust 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. 7. Provide fire-blocks per I.R.C. Section R302.11. 8. 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 (braced wall plans). Anchor engineered wood joists to supports with framing anchors indicated.