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Home My WebLink AboutB12-0344 REV2 PLANS corrections requiredLittleton, 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. PP C 3 + 4 R e c l a d a n d D e c k R e p a i r s - D e c k D r a w i n g s 1 0 - 2 0 - 1 2 Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS 20 ' - 6 " EXISTING CONCRETE WALL - TO REMAINEXISTING WINDOW OPENINGS (WINDOWS TO BE REPLACED PER ARCH.) EXISTING CONCRETE FOUNDATION WALL - TO REMAIN 23'-0" 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 PAD )227,1*:,7+&21&5(7( PIER, CENTERED; ALTERNATIVELY, BIGFOOT BF24 WITH 10" DIA. TUBE MAY BE USED; INSTALL PER MFGR. INSTR. 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 CENTER COLUMN AND RUN CONTINUOUSLY OVER COLUMN NEAR DOOR; 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 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 ELEVATIONAB 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, 4 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 BEAM3SUPPORT END OF NEW 3-2X12 BEAM ON TOP OF EXISTING BOTTOM PLATE BELOW EXISTING TJIs ALONG EXTERIOR WALL; INSTALL NEW 3/4" PLYWOOD OR 2 LAYERS OF 1/2" PLYWOOD WITHIN WEB OF EXISTING TJI, AND INSTALL 2 NEW SIMPSON L90 ON EACH SIDE OF BEAM = 3 2 E S2 REFER TO ARCHITECTURAL DRAWINGS 03/A6.1 2'-0" +/- CENTER BETW. LOWER WINDOWS CANTILEVERED PORTION OF WALL ABOVE (TO REMAIN) 1 TYP. AT COL. SEE DETAIL A/S4 1 1Revision No.Date 9-13-10 Revisions for as-built conditions; revised connection detail; additional column 3Revision No.Date 10-22-13 Revisions for stucco walls at corners of deck C S4 2'-7 1/2" (FIELD VERIFY WITH POST LOCATION; POST LOCATION IS DEPENDENT ON LOCATION OF JOIST AND GUARDRAIL CONNECTION PER D/S3) 6" 4' - 1 1 3 / 4 " (F I E L D VE R I F Y ) NEW CONCRETE STEM WALL SUPPORTED ON NEW FOOTING IS TO ALIGN WITH NEW GUARDRAIL POSTS AND NEW FRAMING FOR STUCCO COVERED WALL AT CORNERS OF DECK (TYP. OPP. CORNER) 3 2' - 7 1 / 2 " (D I M . T O MA T C H AD J . CO R N E R ) 4 GUARDRAIL POST ALIGNS WITH COLUMN; MAKE SURE JOIST LINES UP PROPERLY WITH POST TO ENSURE PROPER CONNECTION PER D/S2 AND D/S3 = 6" 2'-7 1/2" (COORD. WITH FRAMING LOCATION) 2' - 7 1 / 2 " B S4 NEW CONCRETE STEM WALL ADJACENT TO EXISTING FOUNDATION WALL IS TO BE SUPPORTED ON EXISTING SPREAD FOOTING (TYP. OPP. CORNER) 2'-7 1/2" (COORD. WITH FRAMING LOCATION) 2' - 7 1 / 2 " (C O O R D . WI T H FR A M I N G ) (C O O R D . WI T H FR A M I N G ) TYP. OPP. CORNER TYP. OPP. CORNER AND ON SIDES D S4 TYP. OPP. CORNER 3 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 & 4A SCALE: 3" = 1'-0"F 12" 12 " 2" 2" m i n 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 BEAMD 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 SUPPORTC 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" RE F . T O A R C H . F O R G U A R D R A I L H E I G H T S 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 PP C 3 + 4 R e c l a d a n d D e c k R e p a i r s - D e c k D r a w i n g s 9 - 2 0 - 1 2 8-1-12 SCALE:3"=1'-0" BLOCKING OF EXISTING JOIST DETAILB EXISTING WALL FRAMING - TO REMAIN 1 1 / 2 " , t y p 4 1/2" EXISTING WALL FRAMING (TO REMAIN) NEW 2 x12 LEDGER ANCHORED TO NEW LVL BLOCKING @ 12" O.C. :,7+[12" 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 12 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 12 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 DETAILE 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 126,036217,7$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 " m i n 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 FOOTINGA 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 CONNECTIOND SCALE: 3"=1'-0" WALL-TO-DECK DETAILC 12049 Structural Framing Details PP C 3 + 4 R e c l a d a n d D e c k R e p a i r s - D e c k D r a w i n g s 1 0 - 2 0 - 1 2 Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS 8-1-12 SCALE:3"=1'-0" NEW BEAM-TO-COLUMN DETAILB REPLACE EXISTING SOIL IN 12" LIFTS COMPACTING TO 95% MODIFIED PROCTOR 3" , t y p NEW SIMPSON EPB66PHDG POST BASE, PROVIDE A 1" MIN. STAND-OFF AND 512" MIN. EMBEDMENT INTO NEW CONCRETE PIER. NEW #4 DOWELS, 3 TYP 6" m i n 1" m i n 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 4 1/2" FROM SIMPSON STRONG-TIE BULLETIN T-GRDRLPST10 NEW STUCCO SYSTEM OVER RIGID FOAM INSULATION PER ARCH. NEW 2 x12 JOIST; POSITION AS CLOSE TO THE WALL AS REASONABLY POSSIBLE (NOT TO EXCEED 12" FROM JOIST SHOWN IN A/S2 NEW PREFINISHED SHEET METAL FLASHING WITH 3" VERTICAL LEG; SLOPE TOP SURFACE FOR DRAINAGE NEW OR EXISTING RIGID FOAM INSULATION PER ARCH. EXISTING TJI (TO REMAIN) 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; PROVIDE CONTINUOUS BLOCKING UNDER LEADING EDGE OF THRESHOLD AND TREX TO PROVIDE COMPLETE SUPPORT AT DOOR OPENING NEW BITUTHENE 4000; EXTEND UP SHEATHING 6" ABOVE DECK AND 6" ONTO CONCRETE WALL; STRIP IN VERTICAL LEG OF LOWER FLASHING NEW TREX DECKING; LEAVE GAP AS PER MFGR. AT WALL NOT USED NEW 1/2" PLYWOOD SHEATHING TO COVER SIDE OF WOOD FRAMING 2 NEW WEATHER-RESISTIVE BARRIER PER ARCH; LAP OVER VERTICAL LEG OF FLASHING 2" M I N ( R E F . A R C H ) 3/ 8 " M I N . NEW CONT. 2X BLOCKING TO SUPPORT OVERHANGING EDGE OF TREX (WHERE NEEDED) 1Revision No.Date Revisions for as-built conditions; revised connection detail; additional column9-13-10 2Revision No.Date Revisions for as-built conditions; exterior insulation per Arch.9-20-10 REFER ALSO TO FOUNDATION PLAN SHEET S1 FOR ALTERNATE FOOTING USING BIGFOOT BF24 1 3 3Revision No.Date Revisions stucco walls at corners of decks10-22-12 8" W D T O E A R T H S E P A R A T I O N 3 Littleton, Colorado 80120 1520 West Canal Court, Suite 240 303.350.1000 tel | 303.350.1004 fax Project S4 AS-NOTED Sheet Title Sheet No. Date Scale BC&E No. SCALE: 3"=1'-0" TIE IN OF NEW 3-2X12 BEAM AT CANTILEVERED WALLA NEW 2X12 RS CEDAR TRIM PER ARCH; POSITION 2X SO THAT IT IS PROUD OF SURFACE OF STUCCO OR EIFS (ARCH. TO VERIFY); SHEET METAL FLASHING ABOVE DECK JOISTS SHOWN IN DETAIL C/S3 TO EXTEND CONTINUOUSLY TO EXTERIOR FACE OF BEAM, AND WRAP AROUND WALL OVER TOP OF CEDAR TRIM (ARCH. TO VERIFY) 12049 PP C 3 + 4 R e c l a d a n d D e c k R e p a i r s - D e c k D r a w i n g s 1 0 - 2 0 - 1 2 9-13-12 Structural Framing Details Potato Patch Club Condominiums - Units 3 & 4 EXTERIOR BUILDING REPAIRS INCLUDING DECKS EXISTING 1-1/2" THICK EIFS TO BE REPLACED BY NEW STUCCO OVER INSULATION OR EIFS EXISTING 1/2" PLYWOOD SHEATHING (TO REMAIN) EXISTING 1-1/2" THICK (+/-) LVL RIM JOIST (TO REMAIN); TRIM END FLUSH WITH OUTSIDE SURFACE OF FLANGES OF EXISTING TJI UNDER EXTERIOR WALL EXISTING TJI UNDER EXTERIOR WALL (TO REMAIN) FILL WEB OF EXISTING TJI WITH 3/4" THICK PLYWOOD OR 2 LAYERS OF 1/2" PLYWOOD TO MAKE FLUSH WITH OUTSIDE SURFACE OF FLANGES NEW SIMPSON L90 ANGLE CONNECTOR; FASTEN PER MFGR. NEW 3-2X12 BEAM; CHECK POSITION AND ALIGNMENT OF NEW BEAM WITH POSITION OF CEDAR TRIM; COORDINATE WITH LOCATION OF NEW COLUMNS TWO NEW SIMPSON STRAPS HRS6, ONE HIGH AND ONE LOW TO FASTEN INNER 2X12 TO SURFACE OF EXISTING PLYWOOD SHEATHING AND LVL BEAM 1- 1 / 2 " 1- 1 / 2 " 1/ 2 " 1- 1 / 2 " 1- 1 / 2 " 1- 1 / 2 " 1- 1 / 2 " 1 1Revision No.Date Revisions for as-built conditions; revised connection detail; additional column9-13-10 (PLAN VIEW) SCALE: 1"=1'-0" FOOTING AND STEM WALL FOR STUCCO WALL AT DECK CORNERB 3 16" 5-1/2" 6" 50 " 8" W D T O E A R T H S E P . 2'-0" MIN.MAX. SLOPE OF ADJACENT GRADE 1:3 TOP OF SLOPE (REFER TO A/S3 FOR SLOPE OF GRADE ADJACENT TO WALL) NEW 2X6 PRESERVATIVE-PRESSURE TREATED BOTTOM PLATE; ATTACH WITH A MINIMUM OF 2 1/2" DIA. ANCHOR BOLTS WITH 7" EMBEDMENT; SPACE NO MORE THAN 6" FROM END OF BOTTOM PLATE, AND NO MORE THAN 6'-0" ON CENTER. NEW 2X6 PRESERVATIVE-PRESSURE TREATED STUDS (CONTINUOUS FULL HEIGHT), AT LOCATIONS SHOWN ON PLANS. TRIM 2X6 STUDS (OR USE 2X4 STUDS) AT END OF EXIST. FDN. WALL; TOENAIL TO BOTTOM PLATE NEW 1/2" EXPOSURE 1 PLYWOOD (TYP. EACH SIDE OF STUDS) NEW STUCCO (PER ARCH.) NEW STEM WALL: 4,000 PSI CONCRETE WITH #4 AT 12" ON CENTER VERTICALLY (3 BARS MIN) AND #4 AT 12" ON CENTER HORIZONTALLY (4 BARS MIN). WHERE NEW STEM WALL BUTTS INTO END OF EXISTING FOUNDATION WALL, PROVIDE #3 BARS (L-SHAPE 5" X 16") DOWELED INTO END OF EXISTING FOUNDATION WALL 3" MIN. AND ANCHORED WITH EPOXY (LAP WITH HORIZONTAL BARS IN WALL); 2-1/2" MIN COVER FOR REINFORCING NEW CONTINUOUS SPREAD FOOTING: 4,000 PSI CONCRETE WITH #4 AT 12" AND 2 LONGITUDINAL BARS; 3" MIN. COVER BELOW BARS 3Revision No.Date Revisions for stucco walls at corners of deck10-22-12 SCALE: 3"=1'-0" FRAMING CONNECTION FOR STUCCO WALL AT DECK CORNERC 3 NEW STUCCO (REF. ARCH FOR ALL FLASHING AND WEATHERPROOFING DETAILS) NEW 1/2" EXPOSURE 1 PLYWOOD (NOTE: PLYWOOD DOES NOT RUN THROUGH ON DECK SIDE OF STUDS) NEW 2X6 PRESERVATIVE- PRESSURE TREATED STUDS (CONTINUOUS FULL HEIGHT), AT LOCATIONS SHOWN ON PLANS. ATTACH STUDS TO SIDE OF 3-2X12 BEAM WITH SIMPSON L35 ON ONE SIDE OF STUD; PROVIDE CONTINUOUS PPT 2X6 AT TOP OF GUARDRAIL NEW DECKING NEW 3-2X12 BEAM RE: PLAN NEW 2X12 JOISTS RE: PLAN NEW STUCCO (REF. ARCH FOR ALL FLASHING AND WEATHERPROOFING DETAILS) NEW 1/2" EXPOSURE 1 PLYWOOD NOTES: 1. USE SIM. ATTACHMENT DETAIL FOR STUDS ON SIDES OF DECK INTO RIM JOIST SCALE: 1"=1'-0" FOOTING AND STEM WALL FOR STUCCO WALL AT DECK CORNERB 3 EXISTING CONCRETE FOUNDATION WALL (TO REMAIN) EXISTING FOOTING FOR EXISTING FOUNDATION WALL TO REMAIN NEW STUCCO (REF. ARCH FOR ALL FLASHING AND WEATHERPROOFING DETAILS) NEW 1/2" EXPOSURE 1 PLYWOOD (NOTE: PLYWOOD DOES NOT RUN THROUGH ON DECK SIDE OF STUDS) NEW 2X6 PRESERVATIVE- PRESSURE TREATED STUDS (CONTINUOUS FULL HEIGHT), AT LOCATIONS SHOWN ON PLANS. ATTACH STUDS TO SIDE OF 2X12 RIM JOIST WITH SIMPSON L35 ON ONE SIDE OF STUD; TOENAIL TO BOTTOM PLATE 5-1/2" 8" W D T O E A R T H S E P . NEW 2X6 PRESERVATIVE-PRESSURE TREATED BOTTOM PLATE; ATTACH WITH A MINIMUM OF 2 1/2" DIA. ANCHOR BOLTS WITH 7" EMBEDMENT; SPACE NO MORE THAN 6" FROM END OF BOTTOM PLATE, AND NO MORE THAN 6'-0" ON CENTER. NEW STEM WALL: 4,000 PSI CONCRETE WITH #4 AT 12" ON CENTER VERTICALLY (3 BARS MIN) AND #4 AT 12" ON CENTER HORIZONTALLY (4 BARS MIN). WHERE NEW STEM WALL TURNS CORNER, PROVIDE HORIZONTAL #4 BARS CONTINUOUSLY AROUND CORNER PROVIDE #3 BARS AT 12" ON CENTER (L-SHAPE 5" X 16" DOWELED INTO EXISTING WALL MIN. 3" AND ANCHORED WITH EPOXY (TYP. TOP AND BOTTOM) SLOPE GRADE AWAY FROM WALL, TYP. (REFER TO A/S3)