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Home My WebLink AboutB12-0344 PLANS approvedBy David Rhoades at 7:39 am, Aug 02, 2012 Littleton, Colorado 80120 1520 West Canal Court, Suite 240 303.350.1000 tel | 303.350.1004 fax Project S1 8-1-12 AS-NOTED Sheet Title Sheet No.Date Scale BC&E No.12049 General Notes, Structural Framing Plans &Elevations for Replacement of Exterior Decks SCALE: 1/4"=1'-0"PARTIAL FOUNDATION PLAN - REPLACEMENT DECK UNIT 3 (UNIT 4 SIM., OPP. HAND)NOTES:1.DIMENSIONS FROM ORIGINAL DRAWINGS; CONTRACTOR TO FIELD VERIFY.PPC 3+4 Reclad and Deck Repairs - Deck Drawings 8-1-12 Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS 20'-6"EXISTING CONCRETE WALL - TO REMAIN EXISTING WINDOW OPENINGS (WINDOWS TO BE REPLACED PER ARCH.)EXISTING CONCRETE FOUNDATION WALL -TO REMAIN 23'-0"FOR PERMIT ONLY - NOT FOR CONSTRUCTION SCALE: 1/4"=1'-0"PARTIAL FLOOR FRAMING PLAN - REPLACEMENT DECK UNIT 3 (UNIT 4 SIM. OPP HAND)15'-6"5'-0"12'-9"10'-3"10'-0"4'-9"A S3 B S3 D S2 C S3 E S2 EXISTING BUILDING FOUNDATION WALL - TO REMAIN NEW 3' x 3' x 12" DEEP CONCRETE 3$')227,1*:,7+CONCRETE PIER, CENTERED NEW FRAMING TO BEAR ON EXISTING CONCRETE WALL EXISTING DOOR OPENING (DOORS TO BE REPLACED PER ARCH.)EXISTING WINDOWS (TO BE REPLACED PER ARCH,TYPICAL ALL WINDOWS)NEW 6" X 6" SQ WOOD COLUMN EXISTING DOOR OPENING (DOORS TO BE REPLACED PER ARCH.)NEW 2 x 12 WOOD JOISTS @ 12" O.C.NEW 3 -2x12 BEAM, TYP. EACH SIDE OF NEW COLUMN; BUTT ENDS ABOVE COLUMN; COVER EXTERIOR FACE WITH R.S. CEDAR PER ARCH 1 1 1 1 1 DENOTES LOCATION OF NEW SIMPSON TENSION ANCHOR.RE: DETAILS A AND B SHEET S2; BC&E SHALL OBSERVE STRUCTURAL CONNECTION OF BLOCKING TO EXISTING JOISTS PRIOR TO INSTALLATION OF NEW LEDGER BEAM =A S2 F S2 C S2 3 2 2 2 2 2 2 2 DENOTES LOCATION OF NEW GUARDRAIL POSTS; COORD.LOCATION WITH ARCHITECTURAL AND WITH JOIST LAYOUT; RE: DETAIL D/S2 =2 LINES OF 2x12 BLOCKING, ONE AT MID-SPAN AND ONE AT KNEE WALL BEARING SCALE: 1/4"=1'-0"PARTIAL SIDE ELEVATION SCALE: 1/4"=1'-0"PARTIAL ELEVATION A B A S1 B S1 1.DESIGN CRITERIA:A.The structural design is in accordance with the 2009 IBC as modified by the Town of Vail.B.Live Loads: Snow = 100 psf (no increase in stress for duration), Wind = 10 psf min.C.Allowable Soil Bearing Pressure: Assumed to be 1,500 psf (per 2009 IBC, Section 1806.1, Table 1806.2)2.LUMBER:A.Joists: Hem-Fir, No. 2 or better, preservative pressure-treated per AWPA U1-UC3A.B.Ledger and Beams: Hem-Fir, No. 2 or better, preservative pressure treated per AWPA U1-UC3A.C.Blocking:(1)For Joists: Hem-Fir, No. 2 or better, preservative pressure-treated per AWPA U1-UC3A.(2)For Interior Between Existing TJIs: Microllam LVL by Trus Joist/Weyerhaeuser.D.Columns: Hem-Fir, No. 1 or better, preservative pressure-treated per AWPA U1-UC3A.E.Guardrail Posts: Rough sawn Western Cedar, No. 2 or better.F.Hardware: By Simpson Strong-Tie, as specified. All hardware shall be ZMax coated (hot-dip galvanized per ASTM A653).Use hot- galvanized fasteners (per ASTM A153), sizes as specified by Simpson Strong-Tie.3.DECKING:A.TREX Transcend 1x6 square edged boards, color as selected by HOA.B.Fasten with hidden fasteners in strict accordance with manufacturer's recommendations. For butt joints, where the decking ends meet over a single joist, install a 2x nailer to allow each board to be secured at 90 degrees.C.Width-to-width gapping (or length of board adjacent to walls): 1/4" minimum (3/8" minimum if temp. is less than 40 deg. F.)D.End-to-end gapping: 1/8" minimum (3/16" minimum if temp. is less than 40 deg. F.)E.End-to-rigid abutment: 1/4" minimum (1/2" minimum if temp. is less than 40 deg. F.)4.PRECAUTIONS A.Load Limitations and Bracing: portions of the decks are deteriorated. The Contractor will use extreme caution with regards to concentrated loads, equipment loads, loading from stacked debris or materials, etc. during the Work to prevent damage to these structural elements resulting from excessive loading. Provide proper shoring and bracing of new and existing structural elements when necessary.B.Protection of Building: This work will expose the building to water leakage damage and flooding if proper precautions are not exercised. The Contractor will keep the building affected by the work watertight at all times, and will be responsible for and pay for the correction of any water leakage related damages that occur in or around the work area during the work.5.DISCOVERY:A.During work, the Contractor may encounter existing conditions which are not now known or are at variance with the drawings (discovery). Such conditions may interfere with the work, or may consist of damage or deterioration to structural materials or components which could jeopardize the structural integrity of the buildings or components. The Contractor shall notify BC&E of all discoveries he believes may interfere with the proper execution of the work or may jeopardize the structural integrity of the buildings prior to proceeding with work related to such discoveries.B.All information pertaining to the existing construction has been derived through a review of available portions of previous design documents, and limited observations and field-exploration by BC&E. All dimensions, elevations, and existing details shall be field-verified by the Contractor prior to shop detailing, fabrication, acquisition, or installation of materials.Contractor shall notify BC&E of any existing conditions discovered to be different than that indicated in the drawings or notes. BC&E will review the situation and inform the Contractor of necessary changes, if any.C.BC&E shall field verify conditions, where noted.GENERAL NOTES C S3 NEW 2X12 PRESSURE-TREATED STAIR STRINGERS;DOUBLE STRINGER AT ENDS; INTERMEDIATE STRINGERS 12" MAX.; DIP CUT ENDS OF STRINGER BOTTOMS IN PRESERVATIVE; SUPPORT TOP ENDS WITH SLOPED JOIST HANGERS REFER TO ARCHITECTURAL DRAWINGS 05/A6.1 EXISTING FRAMED WALL (TO REMAIN; CLADDING TO BE REPAIRED OR REPLACED PER ARCH.)2 2 2 NEW 2 x 12 WOOD RIM JOIST; COVER EXTERIOR FACE WITH ROUGH SAWN CEDAR PER ARCH.NEW 2 x 12 BLOCKING AT GUARDRAIL POST (TYP.); REF. D/S3 FOR DETAILS B S3 NEW CONCRETE LANDING; MIN 38" WIDE X 36" LONG (BEYOND NOSE OF LOWEST TREAD +12" TO SUPPORT BOTTOM OF STRINGER;CONCRETE: 4" THICK MINIMUM WITH #4@12" E.W.; 4,000 PSI AT 28 DAYS; 5-8% AIR ENTRAINMENT; W/C RATIO 0.45 MAX.TREX STAIR TREADS SIM. TO DECK;TREADS/RISERS TO ACCOMMODATE FIELD CONDITIONS PER SECTION 1009 OF 2009 IBC; HANDRAIL PER ARCH 16" TO FIRST JOIST NEW 3-2X12 BEAM 3 SUPPORT END OF NEW 3-2X12 BEAM TO EXISTING RIM JOIST WITH SIMPSON HUCQ412-SDS;REMOVE EXISTING EIFS FINISH TO INSTALL HANGER; PATCH EIFS TO MATCH EXISTING;BC&E SHALL OBSERVE CONDITION OF EXISTING RIM JOIST ONCE EXPOSED AND BEFORE NEW BEAM AND CONNECTION ARE INSTALLED =3 2 E S2 REFER TO ARCHITECTURAL DRAWINGS 03/A6.1 Littleton, Colorado 80120 1520 West Canal Court, Suite 240 303.350.1000 tel | 303.350.1004 fax Project S2 AS-NOTED Sheet Title Sheet No.Date Scale BC&E No.SCALE: 3"=1'-0"SECTION AT EXTERIOR WALL - UNITS 3 & 4 A SCALE: 3" = 1'-0"F 12"12"2"2" min NEW PREFINISHED SHEET METAL FLASHING. INSTALL BEFORE NEW RIM JOIST, SLOPE DOWN AT 30 DEG, AND PROVIDE 1" MIN OVERLAP OVER EXISTING FACE OF EIFS;TERMINATE WITH DRIP NEW LVL 1.75x9.25x12" LONG LVL BLOCKING EACH SIDE OF EXISTING TJI WEB. ANCHOR 7+58:(%:,7+[IN PREDRILLED HOLES. LAG BOLTS LOCATE AS SHOWN EXISTING EIFS SYSTEM TO BE REPAIRED PER ARCH. TRIM TOP OF EIFS AS NECESSARY TO INSTALL NEW SLOPING FLASHING ABOVE NEW 2x6 SOLID WOOD BLOCKING NEW LVL WOOD BLOCKING, TYP EA.SIDE OF EACH JOIST. RE: DETAIL A/S2 FOR ATTACHMENT EXISTING FLOOR SHEATHING AND FLOOR FINISH - TO REMAIN EXISTING TJI FLOOR JOISTS @12" O.C.EXISTING TJI FLOOR JOIST @ 12" O.C. CUT OFF EXISTING TJI JOIST AT FACE OF EXISTING PLYWOOD WALL SHEATHING (TYP.)EXISTING EIFS SYSTEM; TRIM BOTTOM EDGE AND CREATE NEW BACKWRAPPED BOTTOM EDGE 2"ABOVE TOP OF DECKING; HOLD WOOD TRIM 2" ABOVE TOP OF DECKING SCALE: 3"=1'-0"SECTION AT NEW GUARDRAIL POST AND BEAM D NEW 6X6 WOOD GUARDRAIL POST; REFER TO D/S3 FOR CONNECTION DETAILS TO JOIST 8" FIELD VERIFY NEW DECKING, RE: PLAN EXISTING CONCRETE STEM WALL NEW 2x6 PRESSURE-TREATED WOOD NAILERS ANCHORED TO EXISTING CONCRETE STEM WALL SCALE: 3"=1'-0"DETAIL AT STEM WALL SUPPORT C NEW GUARDRAIL POST ABOVE FOUNDATION WALL NEW TENSION ANCHOR INSTALLED ON ONE SIDE OF EXISTING JOIST. LOCATIONS AS SHOWN ON THE PLAN WITH MAXIMUM SPACING OF 48"REF. TO ARCH. FOR GUARDRAIL HEIGHTS NEW 3-2x12 HEM FIR #2 OR BETTER - PRESERVATIVE PRESSURE TREATED; SISTER WITH FASTAP DAC 450 5"SCREWS (FASTAP PLUS DURACOAT XT LONG PACK)ON BOTH SIDES; 2 PER ROW @ 8" SPACING; 2: FROM TOP AND BOTTOM; 4" STAGGER NEW TREX DECKING; TRIM DECKING AROUND GUARDRAIL POST WITH 1/4 " GAP NEW R.S. CEDAR 2X4 ON EACH SIDE OF PANEL; FASTEN WITH 2 #8 X 3" LONG COUNTERSUNK WOOD SCREWS AT 16" O.C.;ALTERNATE SIDES; TYP. AT BOTTOM RAIL 12049 PPC 3+4 Reclad and Deck Repairs - Deck Drawings 8-1-12 FOR PERMIT ONLY - NOT FOR CONSTRUCTION 8-1-12 SCALE:3"=1'-0"BLOCKING OF EXISTING JOIST DETAIL B EXISTING WALL FRAMING -TO REMAIN 1 1/2", typ 4 1/2"EXISTING WALL FRAMING (TO REMAIN)NEW 2 x12 LEDGER ANCHORED TO NEW LVL BLOCKING @ 12" O.C.:,7+[1 2 " LONG LAG BOLTS IN PREDRILLED HOLES NEW SIMPSON DTT2Z TENSION ANCHOR @ LOCATION AS SHOWN ON THE PLAN,BOLTS TO BE SNUG-TIGHT AND THREADS SCARED. USE 1 2 ALL-THREADED ROD. SPACED AT 4' O.C.MAX NEW SIMPSON LU210 JOIST HANGER, TYP NEW JOIST, RE: PLAN FOR SIZE AND SPACING B S2 EXISTING CEILING - TO REMAIN.INSTALL NEW SIMPSON 1 2 TITAN ANCHOR BOLTS WITH 3" MIN EMBEDMENT AT 48"ON CENTER NEW JOISTS, RE: PLAN NEW SIMPSON H1 OR H2.5 HURRICANE TIE AT EACH JOIST, TYP NEW GUARDRAIL CAP RE: ARCH;ATTACH TO TOP OF 2X4S WITH 2 #8 X 3" LONG COUNTERSUNK WOOD SCREWS AT 16" O.C.NEW 2x JOIST AND HANGER,BEYOND SCALE:3"=1'-0"NEW BEAM BEARING DETAIL E NEW TREX DECKING NEW SIMPSON L50 REINFORCING ANGLE NEW 3-2X12 BEAM; SEE D/S2,PROVIDE MIN. 3" BEARING ON NEW WOOD PLATE ANCHOR NAILER WITH 1 2 6,036217,7$1$1&+25%2/7#48" O.C. MAX. PROVIDE 3" MIN. EMBEDMENT INTO EXISTING CONCRETE NEW SIMPSON L50 REINFORCING ANGLE @ 2' O.C.NEW 2x BLOCKING BETWEEN JOIST, TYP 2 LINES, RE: PLAN FOR LOCATIONS EXISTING CONCRETE FOUNDATION WALL - TO REMAIN Structural Framing Details Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS 2 1/4" min NEW PREFINISHED SHEET METAL FLASHING; 6" VERTICAL LEG AND 4'HORIZ. LEG; LAP AND SEAL ALL JOINTS AND LAPS WATERTIGHT;LAP WRB OVER FLASHING NEW 6X6 WOOD GUARDRAIL POST; REFER TO D/S3 FOR CONNECTION DETAILS TO JOIST NEW GUARDRAIL PANEL RE: ARCH NEW 2x RIM JOIST AND BLOCKING NEW TREX DECKING; TRIM DECKING AROUND GUARDRAIL POST WITH 1/4 " GAP ANCHOR NAILER PER E/S2 NEW 2X6 PRESSURE-TREATED WOOD NAILERS TO EXISTING CONCRETE FOUNDATION WALL REPAIR STUCCO ON EXISTING FOUNDATION WALL PER ARCH NEW FLASHING WITH DRIP TO COVER TOP OF STUCCO NEW 2X12 R.S.CEDAR PER ARCH.REPAIR STUCCO ON FDN. WALL PER ARCH NOTE: GUARDRAIL POST AND GUARDRAIL PANEL NOT SHOWN FOR CLARITY; REF.TO D/S3 FOR CONNECTION DETAILS TO BEAM NEW BITUTHENE 4000 BEHIND LEDGER;EXTEND ONTO SHEATHING 6" AND LAP OVER BACK LEG OF LOWER FLASHING;APPLY LIQUID MEMBRANE AROUND ROD PENETRATIONS NOTE: BC&E SHALL OBSERVE STRUCTURAL CONNECTION OF BLOCKING TO EXISTING JOISTS PRIOR TO INSTALLATION OF NEW LEDGER BEAM NEW BLOCKING PER DETAIL D/S3 2X12 RS CEDAR PER ARCH.BETWEEN POSTS NEW 2X12 R.S.CEDAR PER ARCH BETW.POSTS NEW FLASHING WITH DRIP ABOVE STUCCO NEW GUARDRAIL PANEL RE: ARCH;RAIL CONNECTION DETAILS SHOWN IN THIS DETAIL APPLY AT ALL GUARDRAIL LOCATIONS SECURE TOP AND BOTTOM RAILS TO GUARDRAIL POSTS WITH 2 #8 X 3" LONG COUNTERSUNK WOOD SCREWS INSTALLED AT 45 DEGREE ANGLE Littleton, Colorado 80120 1520 West Canal Court, Suite 240 303.350.1000 tel | 303.350.1004 fax Project S3 AS-NOTED Sheet Title Sheet No.Date Scale BC&E No.SCALE: 1 1/2"=1'-0"SECTION AT NEW FOOTING A 3' square 48"centered 12"NEW 4- #4 BARS EQUALLY SPACED,TYP EA. WAY BEAR NEW FOOTING ON EXISTING UNDISTURBED SOIL NEW 6" X 6" WOOD COLUMN SCALE: 3"=1'-0"DETAILS FOR GUARDRAIL CONNECTION D SCALE: 3"=1'-0"WALL-TO-DECK DETAIL C 12049 Structural Framing Details PPC 3+4 Reclad and Deck Repairs - Deck Drawings 8-1-12 Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS FOR PERMIT - NOT FOR CONSTRUCTION 8-1-12 SCALE:3"=1'-0"NEW BEAM-TO-COLUMN DETAIL B REPLACE EXISTING SOIL IN 12" LIFTS COMPACTING TO 95% MODIFIED PROCTOR 3", typ NEW SIMPSON EPB66PHDG POST BASE, PROVIDE A 1" MIN.STAND-OFF AND 5 1 2 " MIN.EMBEDMENT INTO NEW CONCRETE PIER.NEW #4 DOWELS, 3 TYP 6" min 1" min SLOPED SURFACE FOR DRAINAGE AWAY FROM NEW PIER, PROVIDE 6" DROP IN FIRST 5-FT 5 1/2"NEW SIMPSON STEEL COLUMN CAP CCQ66SDS2.5 WITH THE 90 DEGREE OPTION. PROVIDE A MIN.OF 2 -1/2" BEARING FOR EACH 3-2X12 BEAM; BLOCK BACK SIDE OF BEAM WITH PRESERVATIVE PRESSURE-TREATED BLOCKING AS NECESSARY TO FIT SNUGLY INTO CONNECTOR NEW 6" X 6" WOOD COLUMN GUARDRAIL NOT SHOWN FOR CONVENIENCE NEW3-2X12 BEAM; SEE D/S2 NEW WOOD BLOCKING NEW DECKING NEW JOIST 3 1/2"FROM SIMPSON STRONG-TIE BULLETIN T-GRDRLPST10 EXISTING EIFS SYSTEM; TRIM BOTTOM EDGE AND CREATE NEW BACKWRAPPED BOTTOM EDGE 2"ABOVE TOP OF DECKING; HOLD WOOD TRIM 2" ABOVE TOP OF DECKING NEW 2 x12 JOIST ANCHORED TO 2X12 RIM JOIST @ 12" O.C. WITH 2 [1 2 " LONG LAG BOLTS IN PREDRILLED HOLE S NEW PREFINISHED SHEET METAL FLASHING; 6" VERTICAL LEG AND 4'HORIZ. LEG; LAP AND SEAL ALL JOINTS AND LAPS WATERTIGHT;LAP WRB OVER FLASHING EXISTING EIFS SYSTEM TO BE REPAIRED PER ARCH. TRIM TOP OF EIFS AS NECESSARY TO INSTALL NEW SLOPING FLASHING ABOVE NEW PREFINISHED SHEET METAL FLASHING. INSTALL BEFORE NEW JOIST; SLOPE DOWN AT 30 DEG,AND PROVIDE 1" MIN. OVERLAP OVER EXISTING FACE OF EIFS;TERMINATE WITH DRIP EXISTING 2 x12 RIM JOIST; REPLACE EXISTING WITH NEW 2X12 IF DAMAGED OR DETERIORATED NOTE: AT DOOR THRESHOLDS,INSTALL NEW SELF-ADHERING FLASHING MEMBRANE INTO ROUGH OPENING ON SILL AND 6"UP EACH JAMB; EXTEND SHEET METAL FLASHING UNDER THRESHOLD AND UNDER NEW DECKING NEW BITUTHENE 4000; EXTEND UP SHEATHING 6" AND OVER VERTICAL LEG OF FLASHING BEFORE INSTALLING 2X12 OVER RIM JOIST NEW TREX DECKING; LEAVE GAP AS PER MFGR. AT WALL NOT USED