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HomeMy WebLinkAboutB07-0268 PlansKJVLKF:)LND TOWNHOME5 UNIT #7 ADDITION EN f KY F LF- VAT10N WINDOW * EXTERIOR DOOR SCHEDULE MARK I TYPE SIZE R.O. (W x H) HEAD HEIGHTS REMARKS (Al FRONT DOOR 3068 3' -2" x G' -10" G'- 8"A.F. F. EXISTING DOOR TO BE RELOCATED A SIDELIGHT 2068 2'- I" x G' -10" 0- 8 "A.F.F. A CASEMENT 2040 2' -1 " x 4' -1 " 0-8 "A. F. F. A 4 PNL. SLIDING DOOR I OOGB 10' -2" x G' -1 O" G' -8 "A. F. F. A CASEMENT 2040 2' -1 `x 4' -1 " G' -8 "A. F. F. NOT TO SCALE STAFF APPROVAL LIST OF DRAWI NG5 T- I TITLE SHEET * GENERAL NOTES - TOPOGRAPHICAL SURVEY SP- I 51TE PLAN A- 1. 1 EXISTING PLANS AND ELEVATIONS A -1 .2 PROPOSED PLANS A-2.1 ELEVATIONS AND SECTIONS 5-2.1 MAIN LEVEL FRAMING PLANS - EXISTING AND PROPOSED 5 -2.2 UPPER LEVEL FRAMING PLANS - EXISTING AND PROPOSED 5-3.) STRUCTURAL NOTES AND DETAILS GENERAL NOTES I . VERIFY ALL EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 2, ALL DIMENSIONS ARE TO FACE OF STUD OR CONCRETE UNLE55 OTHERWISE NOTED. 3. ALL FRAMED EXTERIOR WALLS TO BE 2 x G (5 1/2 ") WIDE @ I G "O.C. MAX. SPACING UNLESS OTHERWISE NOTED. 4. REFER TO WINDOW MANUFACTURERS SHOP DRAWINGS FOR EXACT WINDOW AND DOOR ROUGH OPENINGS. 5, ALL INTERIOR DRYWALL TO BE 5/8" GWB UNLE55 OTHERWISE NOTED. 6. DO NOT SCALE DRAWINGS FOR CONSTRUCTION. NOTIFY ARCHITECT IMMEDIATELY UPON FINDING ANY DISCREPANCIES IN DOCUMENTS. 7. ALL PROVISIONS OF AIA DOCUMENT #A-201, 1987 EDITION, GENERAL CONDITIONS, SHALL GOVERN THE CONSTRUCTION OF THIS PROJECT. 8. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONTRACT DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OM1551QN5 DISCOVERED SHALL BE REPORTED TO THE ARCHITECT AT ONCE. 9. THE CONTRACTOR SHALL PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND SUBMITTALS APPROVED PURSUANT TO PARAGRAPH 3.12 (GENERAL CONDITIONS, #A -201). 10. ALL WORK SHALL COMPLY WITH STATE AND LOCAL CODES $ ORDINANCES, SHALL BE PERFORMED TO THE HIGHEST LEVELS OF CRAFTSMANSHIP. 1 1, REGARDING BUILT -IN MILLWORK, PROVIDE SHOP DRAWINGS FOR APPROVAL BY ARCHITECT t- OWNER PRIOR TO FABRICATION. 12. COORDINATE ALL DESIGN /BUILD MECHANICAL AND ELECTRICAL EQUIPMENT, DEVICES, AND WORK. ALL MECHANICAL, ELECTRICAL, * PLUMBING TO BE DESIGN /BUILD. SUBMIT DRAWINGS FOR REVIEW BY ARCHITECT. 13. THOUGH EVERY EFFORT 15 MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, DISCREPANCIES OR CMI551ON5 MAY OCCUR. RELEASE OF THESE DRAWING5 ANTICIPATES COOPERATION AND CONTINUED COMMUNICATION BETWEEN THE CONTRACTOR, ARCHITECT, OWNER AND ENGINEER TO PROVIDE THE BEST POSSIBLE STRUCTURE. THESE DRAWINGS HAVE BEEN PREPARED FOR THE. USE OF A QUALIFIED LICENSED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIQUES AND SYSTEMS DEPICTED. VAIL 1 CLUB TRAC' IN ROCK I VVL (TYP. SN GRAPHIC SCALE 10 0 5 10 20 40 IN 77 I Web = 10 & NOTICE: According to Colorado low you MUST commence any legal action based upon any defect in this survey within three years after you first discovered such defect In no event, may any action based upon any defect in this survey be commenced more than ten years from the date of certification shown hereon. TOPOGRAPHIC SURVEY LOT 7, AMENDED PLAT OF RIVERBEND AT VAIL Town of Vail, County of Eagle, State of Colorado N00- PARKING AREA V, 00-" Z'/ N LEGEND: DENOTES CONIFEROUS TREE WITH TYPE & SIZE IN INCHES SHOWN PINE I-IB DENOTES DECIDUOUS TREE ASPEN WITH TYPE & SIZE IN INCHES SHOWN I RA 4SF 0 R M R PAD \BENCH MARK SANITARY MANHOLE ASSUMED ELEV.=99.1' ;N'00D -r-oirv-p,�' OF VA14-1-, S "TAFF APP"""' 0""j'7. LEGAL DESCRIPTION LOT 7, Amended Plot of Riverbend at Vail, the plot of which was recorded November 29, 1982 in Book 349, Page 508, in the Office of the Clerk and Recorded, County of Eagle, State of Colorado. NOTES: 1) Survey Date: March 6, 2007. 2) This Survey does not constitute a boundary survey nor any investigation into record easements or encumbrances associated with this property. Record easements and rights—of—woy shown for this Topographic Survey were derived from the aforesaid plat Amended Plat of Riverbend at Vail. 3) ELEVATION DATUM: The Center of a Sanitary Monhole Assumed Elevation of 99.1', as shown hereon. 4) CONTOUR INTERVAL: 1—fool. 5) Utilities are shown approximately and should be field verified prior to excavation. 6) Morcin Engineering LLC does not warrant or certify to the integrity of any Digital Data supplied in conjunction with this mop and survey. 7) STREET ADDRESS: Not posted, 8) Due to accumulation of snow, the location of some features shown hereon should be considered approximate. Snow may have also hidden some improvements that may exist and therefore, would not be shown hereon. These items may include but not be limited to: manholes, gravel edges, asphalt edges, valves, and concrete. 9) This is not a monumented survey, Land Survey Plot, or Improvement Survey plat. No boundary resolution was performed in making this survey. All lot lines, setback lines, and easement lines shown hereon should be considered approximate and should not be relied upon for the placement of any future improvements. 1, William G. Yetzer, a Professional Land Surveyor in the State of Colorado, hereby certify that this TOPOGRAPHIC SURVEY was done by me or under my direct supervision, and that it was performed using the standard core and practice used in the area at the time of the survey. The Notes hereon are a part of this certification. 989 William G. Yetzer PLS 34989 Colorado Professional Land Surveyor ....... __ _._._..,. ... ___u.. . V._._...._. O) \ `/'j / ASPHALT b ' PARKING \ N �t AREA f 99.8 Q 2ND S TORY \, 99.2 OVERHANG C�O� Q ' O,n z o `\ 99.6\ \S 98.4 CONC. 99.2 99 WALK r /' 4e o O, \ \� 99.6 N i 1000, , LIGHT POLE I RB SUBMITTAL 14' LARGE PINE i �� /; / °TREx° If DECK 2 STORY /" \ ROCK /' i / \ REPLACE WOODEN DECK FRAME `. ROCK DWELLING WOOD PENCE SECTION 4F1 f ! /> Q TO BE REMOVED ,� /,. ; / ` >\ // / ` • `" 1b' X9.0 \\ _ WOOD PENCE SECTION �w °�' FIKST (LOOK ELEV= 10 1 .2' � TO REMAIN ✓ ,' 2O�'O SECOND FLOOK ELEV.= 1 10.4' i STORAGE SHED TO BE REMOVED �. \ ' f STORAGE l 9 9 / SHED `C %J C \8.7 / �� y. ,r °�asr, , ELEC. O� Q Q� ✓v� NSFv �co METER' o ELEC. 1 \ \ \ \ \ p D ", METER / V\ 9. TRFY" DECK TO �� ��.' �J\ "'REPLACE WOODEN DECK, . / `•\ { 9 8.9 �\ i \ \ Ji lb WOOD DECK SECTION `/ i ` WOOD TO BE REMOVED \ 9 LIMITS OF DISTURBANCE,! { 1 , WOOD FENCE t' WOOD J YYS1 NOTES: , `C 1. NO GRADES ARE TO VARY FROM EXISTING. IF DISRUPTED, GRADES SHALL BE °\ RETURNED TO EXISTING CONDITIONS FOLLOWING CONSTRUCTION. 99.7 2. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO CONSTRUCTION. 3. ALL EXISTING 51TE LIGHTING TO REMAIN. NO NEW EXTERIOR LIGHTING 15 PROPOSED. , F 11 ,.`. f �: OR 4. ALL CONSTRUCTION MATERIALS STORAGE, DUMPSTER LOCATION, AND STAGING TO BE V 3 � .prild3 COORDINATED WITH CONTRACTOR, RIVERBEND H.O,A., AND INDIVIDUAL OWNERS. ' `,\ � �- -�-- � • M" � � � � �� � DATE April 3 2007 PROJ #: RB 9 07 PROPOESD SITE PLAN S REVISIONS 2 ALE: l I 1-0 7 S---,TORY \ S( L 0 T DWELLING fxRs ' -5/ DRAINING NUMBER: Unit #7 EXISTING K00f PLAN " 11� SCALE 4 : = 1' -0° EXISTING UPPER FLOOR PLAN SCALE 4 I"; "= 1'-0` EXISTING MAIN FLOOR PLAN �, 4 11= l 11 SCALE � -01, SUMMER SUN TER SUN NORTH 01 CONSTRUCTION DOCUMENTS o > DATE: April 6, 2007 PROJ. RB-9-07 REVISIONS I DRAWING NUMBER: OF, "VAIC EXISTING SIDE (50UTM) ELEVATION EXISTING FRONT (EAST} ELEVATION EXISTING -�S�N�Q&TM ELEVATION Q 4WA R s FAFFAPPROVAI, SCALE 1' -0" SCALE 4': 1'-0" SCALE =I ' -O" L%Ar-, ..................... . . . . . ........................ EXISTING PLANS AND ELEVATIONS III Unit #7 PROP05ED UPPER FLOOR FLAN 5CALE 4 PROPOSED MAIN FLOOR PLAN l. i SCALE 4: 11 = I' -0'• 344 "< 18 -0 t L z 0 oN 0- CONSTRUCTION DOCUMENTS tll LLJ L DATE: April 6, 2007 PROJ. #: RB-9,07 1111111--l-1-1-1-111- .. ... .... . REVISIONS SUMMER SUN N W ER SU N Lj�) DRAWING NUMBER: NORTH Ic I Unit #7 ...... . ... .......... ...... . ... . . ......... ...... .. ........ ... . ......... ........ .. ...... ......... ....... . . ...... ....... .... .. ... . ........ . .. ........ ELEV: 123.5' . ..... .. .. . ... ........ .. .... ....... . ... . . . ......... .. . . ........ . . l 1� h**k�ffl k7h�!4 51DE (NORTH) ELEVATION I SCALE 4": "= 1'-0" 5155 INSULATION BETWEEN ROOF RAFTERS (TYff.) jFRff51DIffNTIA1- SNAKE! LUXURY SHINGLE - WOOD TONE COLOR TAR PAPER ON 'e, CDX PLYWOOD 2x4 ON I x 10 DOUBLE FACIA 'SUPER DECK MA50M DIRECT COLOR; MAHOGANYISLACK 3:2 RATIO 2" CONTINUOUS SAVE VENT I xG T*G SOFFIT 1x8 'SUPER DECK' MA50N DIRECT FIBER CEMENT SIDING COLOR: CEDAR -2x 1 2,5urEF, DECK MA50N DIRECT FIBER CEMENT BELLY BAND COLOR: MAHOGANY /BLACK 3:2 PATIO 'PODIN50N BRICK CO,' INDIAN SUMMER STONE OSIE, SHFATING W/ TYVIK BLDG. WRAP ,R -1 9 BATT INSULATION -i., PLYWOOD SUB -FLOOR -1 1 A " 5CI FLOOR JOISTS RE: STRUCTURAL DWG5, -5" CONC. FOUNDATION RE: STRUCTURAL DWG5. Fk 4'5AND5TCNL CHIMNEY CAF 5JUCCO-SHEKMAN WILLIAMS' rj 5W -G I OG KILM BEIGE 1l1 Q ELEV: 123,5' < -' PRESIDENTIAL SHAKE' LUXURY SHINGLE -WOOD TONE COLOR 2x4 OVER W5UPEP DECK' DIRECT FIBER CEMENT FACIA, COLOR: MAHOGANY /BLACK 3:2 RATIO z I xb'5UF,K DECK MA50N DIRECT f5CP CEMENT SIDING. TYPICAL COLOR: CEDAR 2xG'5UPER DffM MA50N DIRECT FIBER CEMENT CORNER BOARDS. COLOR; MAHOGANY /BLACK 3:2 RATIO — — — — — -- — — — — — ELEV: i T.O,R1D6F ELEV: I 10. & 10 CEDAR BEAMS W/ BEVELED ENDS 0 c� 2 WINDOW AD 0 TRIM (TYP). 4G DOW $ DOOR HEADERS (TYP). 5UFLR DECK! MASON DIRECT FIBER CEMENT COLOR: MAHOGANY /BLACK 3:2 RATIO CONSTRUCTION kc DOCUMENTS ELkV,. LO IZ d-, FIRST FLOOR -ROBINSON BRICK Co., INDIAN 5UMWR STONE FTD, TO MATCH TRIM ♦ ALL FLASHING TO BE METAL, 0 .4 N > E LLJ A x DATE: April 6, 2007 PROD. #: RB-9-07 REVISIONS r-,TYPICAL WALL SECTION SECTION SCALE 2"= P-0" SCALE 4 1' -0" PROPOSED ELEVATIONS & SECTION 51DE (50LJjdj ELEVATION -L": �= I I SCALE 4 -011 DRAWING -. NUMBER: E,3k3t r E In �R o Unit #7 NOTE. THE ASSUMED Fxi5TiNo PRAMIN& CONDITIONS NOTED ON THESE PLANS ARE-REFERENCED FROM THE ORIGINAL PROJECT CONSTRUCTION DOCUMENTS. THE ACTUAL EXISTING CONDITIONS IN THE FIELD MAY DIFFER FROM THE ASSUMED EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTING FRAMING CONDITIONS, ASSEMBLIES, AND DIMENSIONS FOR CONFORMANCE WITH THE ASSUMED CONDITIONS OF THESE PLANS, AND SHALL NOTIFY THE ARCHITECT AND FIA&INEE-R WITH ANY 0150REPANCIE5 FOUND. [El 5 114!�" X L2' G.L. EXISTIN6, b" CONCRETE -\ FOUNDATION WALL - ----- -[E] FLOOR J015T hh AT -)'-0" EXEXISTING b"CONCRETE - � 1 FOUNDATION WALL FMOVE -RtM J015T EXTENTS Or--/ AND CUT FLOOR J015T5 STRUCTURAL WORK BACK TO EXTERIOR FACE OF EXISTING FOUNDATION WALL AT THIS CANTILEVERED PORTION OF FLOOR FRAMING EXISTING MAIN LEVEL AND FOUNDATION PLAN 1/411= 1 I—Off FOUNDATION NOTES DATUM ELEVATION 100'-O'EGUAL5 TOP OF EXISTING MAIN LEVEL PLYNOODEV13FLOOR. CENTER ALL FOOTINGS UNDER WALLS OR COLUMNS UNLESS DIMENSIONED OTHERWISE ON PLANS. ALL FOOTING BEARING ELEVATIONS SHOWN ARE BASED ON THE SITE/61RADIN& PLAN AND FLOOR ELEVATIONS. EXACT BEARING ELEVATIONS MAY NEED TO 13E LOINEi;ZEP [XXXX'-XX"j INDICATES THE TOP OF CONCRETE WALL ELEVATION. DUE TO ACTUAL CONDITIONS. CONTRACTOR SHALL FIELD VERIFY ELEVATIONS AND ANY CHANGES SHALL OF VERIFIED WITH STRUCTURAL ENGINEER. (XXXX'-XX") INDICATES THE TOP OF CONCRETE FOOTIN6, ELEVATION, BOTTOMS Or FOOTINGS SHALL BE A MINIMUM OF 45" BELOW FINISHED EXTERIOR GRAPE. ALL FOUNDATION STEM WALLS ARE el' THICKNESS UNLESS NOTED OTHEIRNISIF ON PLANS. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED 50ILS OR ON PROPERLY COMPACTED BACKrILL AS APPROVED BY THE SOILS EN&INEER, ALL CONCRETE PATIO5,5TAIRS, AND SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE 601,15TRXTED PER ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS, CONTRACTOR SHALL DACKrILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN t2 THESE ITEMS SHALL NOT BE CONNECTED TO THE BUILDING UNLE55 DETAILED ON PLANS. INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED BY THE SOILS ENONEER. INDICATES DIMEN5101,15 THAT THE CONTRACTOR SHALL VERIFY IN THE FIELD, NO BACKFILLIN& SHALL BE PLACED ACAIN5T FOUNDATION HALLS UNTIL THE MAIN AND MAY VARY TO FIT EXISTING CONDITIONS. LEVEL FLOORS ARE IN PLACE AND PROPERLY ANCHORED. WHERE NEW CONCRETE FOUNDATION WALLS AND FOOTING ABUT EXISTING 6ONrl-RETE ALL FOOTIN65 IN rl;,'ANI-SPACE5 SHALL BE BACK FILLED WITH COMPACTED ST'RU'CTURAL FOUNDATION NALLS, AND FOOTINGS, THE HORIZONTAL-REINFORCEMENT SHALL BE FILL TO THE TOP OF THE FOOTING, MINIMUM, UNLESS EXACT ELEVATION 15 NOTED EPDXY- DOWELED 4" INTO EXISTING CONCRETE. ON PLANS OR DETAILS. SEE ADDITIONAL NOTES ON SHEET 53.1. [El 5 1/5" X 12" G.L. EXISTIN6, El- COWRETE� FOUNDATION WALL -[El FLOOR JOIST AT 2. -O„ < II U IN] (Z-0 7/6- Cv.L. I - I i EXIST] tFLU51-1) N& D' CONCRETE 1001-0" FOUNDATION WALL TOP OF PLY"005) 71r r- 1'-4 -IN] 11 7/&" TJI/210 - - - - - - - - - - - - - AT 1'-4' Lid -44 L- - - - - - - - - r' - -T - - - - - - —11-0-1(p CONCRETE IN) I'-O"IP CONCRETE -i L PIER PIER 1412'-C' X 2' -O" X 10' X,21-0"X 10 CONCRETE FOOTING CONCRETE FOOTING WITH (3)-#5 EACH KAY WITH (3)-#5 EACH KAY lb'-5 1/2" (V.I.F) 11ONCTRACTOR I)ffLL DETERMINE TOP < PIER ELEVATION IN FIEI 0 EXTENTS 5 01 STRUCTURAL WORK NEW MAIN LEVEL AND FOUNDATION PLAN 1/411= 1 I—Off HOOD FRAMING NOTES: [El INDICATES EX15TIN& FRAMING MEMBERS. —INDICATES EXTERIOR 5EARINr, WALL (BELOW). IN) INDICATES NEW FRAMIN6, MEMBERS. ALL J015T5 SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR INVICATEE, INTERIOR BEARING WALL (BELOW). GREATER CAPACITY AND SHALL BE-i;ZEVlEY4ED BY 5TRUC-TURAL ENGINEER. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN V400D INDICATES A BEARING WALL (ABOVE) SUPPORTED BY BEAM. MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER. INDICATES NON-57RUGTORAL PARITITION WALL (BELONG, HEAVERS AT,2Xb EXTERIOR WALLS AND INTERIOR BEARING NALI-5 SHALL BE (3)2Xb 2Xb STUD WALL LE55 THAN W-b" TALL SHALL BE FRAMED AT 2' -O" 5PACIN& (MAXIMUM)7 (OR LARGER) IJNLE95 NOTED OTHERWISE ON PLANS. HEAVERS WITHIN 2X4 WALLS SHALL BETWEEN W-b" AND W-O' SHALL BE SPACED AT l'-4 (MAXIMUM); AND BETV4rFN 11'-0' AND BE (2)-2X8 (OR LARGER) UNLESS NOTED OTHERWISE ON PLANE. HEADERS SHALL BE W-O' SHALL BE SPACED AT 1'-0" (MAXIMUM). BUILT OUT TO P410TH OF WALL WITH PLYWOOD SPACERS. 2X& WALL TALLER THAN lb'-O" SHALL BE FRAMED NITH,2Xb LSL STUDS (Fb= 1100 PSI, AT EXTERIOR NALL5 AND INTERIOR 2X6 BEARIN6, WALLS, UNLE55 NOTED OTHERWISE E=I-3OO)O00 F51, MINIMUM) AT 1'-0" SPACING UNLESS NOTED OTHERWISE ON PLANS. ON PLAN, COLUMNS SHALL BE (3)2Xe> FOR HEADERS GREATER THAN 4 FOOT LENGTH (ROUGH OPENING), AND (2)2X& FOR HEADERS LE55 THAN FOOT. ONE STUD OF THE BEAM SPLICES AT HOOP BEAMS SHALL BE CONNECTED WITH SIMPSON H6A CONNECTORS. COLUMN PACK SHALL BE A KING STUD, AND THE REMAINDER OF THE STUD PACK Noop COLUMN To POOP BEAM CONNECTIONS SHALL HAVE SIMPSON P05T OR COLUMN CAPS, SHALL BE TRIMMER STUDS. AT 2X4 INTERIOR BEARING WALLS, THE COLUMNS SHALL BE (--3)-2X4 OR L2)2X4,-RE5PECTiVE TO THE HEADER LENGTH ABOVE. ALL FLOOR JOIST HANGERS SHALL BE SIMPSON IUT, ITT HU, OR ILIS TYPE UNLE55 NOTED OTHERWISE ON PLANS, COLUMNS AND STUD WALLS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. ALL-ROOF JOIST HAWER5 SHALL BE SIMPON L%U TYPE UNLE55 NOTED OTHERWISE 13 INDICATES COLUMN, DOWN ONLY, ON PLANE. ALL DOUBLE AND TRIPLE L.V.L. BEAM HAW-eR5 SHALL BE SIMPSON &LTV OR W-U5 UNLESS INDICATES COLUMN UP AND DOWN UNLESS BEARING ON CONRFTE OR LABELED UP ONLY, COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKIN& IN FLOOR SPACE. NOTED OTHERWISE ON PLANS, ALL DOUBLE AND TRIPLE 2X BEAM HANGERS SHALL BE 5IMP50N FU HAWM6 UNLE55 < > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS. NOTED OTHERWISE ON PLANE. FL"'REFIERS, BEAMS FRAMED WITHIN J015T SPACE, DROPPED-REFERE, TO BEAMS FRAMED BELOW THE JOISTS, WITH JOISTE, BEARING ON TOP OF BEAM, -REFER TO ARCHITECTURAL DRANIN&S, FOR THE FOLLOV41W, ITEMS, NOT NOTED ON INDICATES ELEVATION AT TOP OF 5HEATHIN& AS NOTED, STRUCTURAL PLANS, 1. HANDRAIL AND STAIR FRAMING DETAILS ALL FLOOR AND-ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER SIDE 2, LOCATIONS AND 51ZE OF ROUGH OPENIN(15 IN HOOP STUD HALLS OF BEARING WALL 5TUP5 BELOW IF BEARINC, ON A DOUBLE TOP PLATE, AND SHALL ALI&N 5.-ROOF SLOPES AND BEARING PLATE HEI&HT5 DIRECTLY WITH WALL STUD BELOW IF 13EAFZIW, ON A SINGLE TOP PLATE. SEE ADDITIONAL NOTES ON SHEET 53.1. zw NONA WILKENS ENGINEERING, LLC PO Box 6531 Avon, CO 81620 oa 0 0 "o omm "ows- m w 0 0 _0 > livid' Job# 07-176 CRW rim-Llrm-'� S�o� NOTE= THE ASSUMED EXISTING FRAMING CONDITIONS NOTED ON THESE PLANS ARE-REFERENCED FROM THE ORIGINAL PROJECT CONSTRUCTION DOCUMENTS. THE ACTUAL EXISTING CONDITIONS IN THE FIELD MAY DIFFER FROM THE ASSUMED EXISTING CONDITIONS. THE CONTRACTOR SHALL FIELD VERIFY ALL EXISTINC, FRAMING CONDITIONS, ASSEMBLIES, AND DIMENSIONS FOR CONFORMANCE WITH THE ASSUMED CONDITIONS OF THESE PLANS, AND SHALL NOTIFY THE ARCHITECT AND ENGINEER WITH ANY DISOREPANCIE5 FOUND. [E] HEADER EX15TIN6 EXTERIOR HALL FRAMING (BELOW) EMOVE EXTERIOR BEARING EXISTING EDGE OFY HALL AS NECESSARY AND CUT FLOOR -1015T5 BACK TO NEW FLOOR BEAM LOCATION —1) EXTENTS OF STRUCTURAL WORK EXISTING UPPER LEVEL FRAMING PLAN 1/4vf= 1 I-Off j [E] 5 ll8" x 12* G.L. <DROPPED> L__--- - - - - -- - 6 -[E] 12' FLOOR -1015T AT 2' -O" x X [N] L31-5 V2' L.V.L. tDROPPED: [N] (2) 11 -718" L.V.L. <FLL*H> 5-rue—\' COLUMN < -INI I.12 z AT 2,_O" < NI 5 —1177� [N] 10 z [N] eXb- �Xa COLUMN COLUMN COLUMN NEW UPPER LEVEL FRAMING PLAN 1/411=111-off N000 FRAMINO NOTES: jEl :No :CATE5 EXISTING FRAMING MEMBERS. NI INDICATES NEW FRAMING MEMBERS. ALL J015TS SHALL BE AS NOTED ON PLANS. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE-REVIEWED BY STRUCTURAL ENGINEER, "L.V.L,' INDICATES LAMINATED VENEER LUMBER BEAMS, AS OUTLINED IN P4000 MATERIALS SECTION. ALTERNATES SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE REVIEWED BY STRUCTURAL ENGINEER. HEADERS AT 2X6 EXTERIOR HALLS AND INTERIOR BEARING WALLS SHALL BE (3) -2X8 (OR LARGER) UNLESS NOTED OTHERWISE ON PLANS. HEADERS WITHIN 2X4 WALLS SHALL BE (2)-2X5 (OR LARGER) LJNLE55 NOTED OTHERWISE ON PLANS. HEADERS SHALL BE BUILT OUT TO WIDTH OF HALL V41TH PLYWOOD SPACERS. AT EXTERIOR KALL5 AND INTERIOR 2X6 BEARING KALL5, UNLESS NOTED OTHERWISE ON PLAN, COLUMNS SHALL BE (3) 2X6 FOR HEADERS GREATER THAN 4 FOOT LENGTH (ROUGH OPENING), AND (2)-2Y6 FOR HEADERS LE55 THAN 4 FOOT. ONE STOP OF THE COLUMN PACK SHALL BE A KING STUD, AND THE-REMAINDER OF THE STUD PACK SHALL BE TRIMMER STUDS. AT2X4 INTERIOR BrARIN6 WALLS, THE COLUMNS SHALL BE (3)-,2X4 OR (2J 2X4, - RESPECTIVE TO THE HEADER LENGTH ABOVE. COLUMNS AND STUD WALLS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FROM FLOOR TO ROOF. 13 INDICATES COLUMN, DOWN ONLY. INDICATES COLUMN UP AND DOWN UNLESS BEARING ON CONRETE OR LABELED UP ONLY. COLUMNS UP AND DOWN SHALL HAVE FULL 2X PACKING IN FLOOR SPACE. < > INDICATES BEAM ELEVATION PLACEMENT. SEE APPLICABLE DETAILS. FLUSH-PFFERS BEAW5 FRAMED WITHIN 1015T SPACE, DIROPPED'REFER5 TO BEAM5 FRAMED BELOW THE JOISTS, WITH JOISTS BEARIN6, ON TOP OF BEAM. -I— INDICATES ELEVATION AT TOP OF SHEATHING AS NOTED. ALL FLOOR AND-ROOF JOISTS SHALL BE ALIGNED WITHIN 3 INCHES OF EITHER 51DE OF BEARING HALL STUDS BELOW IF BEARING ON A DOUBLE TOP PLATE, AND SHALL ALIGN DIRECTLY WITH WALL STUD BELOW IF BEARING ON A 511*51-15 TOP PLATE. Q) Iz ce� Lu z �d �5 W i ■ I= 0 000 0 0 tmm -am L- Cc Lu 0 _0 co > � Lu cu LIJ CU ffs Stamp For e' g, LLC 7,73`7' Job4 07-176 CRW �l L�qoiwu GONTRACT0fZ5 NOTES: THE GENERAL CONTRACTOR SHALL FURNISH WORK THAT IS OF SOUND AND QUALITY CONSTRUCTION AND IN ACCORDANCE WITH INDUSTRY STANDARDS, APPLICABLE BUILDING COPES. CONSTRUCTION DOCUMENTS, AND ALL MANUFAr_TUREp5 SPECIFICATIONS, INSTRUCTIONS, AND PqARRANTY -REGUIREMENT5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR HIS AND ALL SUB- CONTRACTORS WORK, WHICH SHALL BE CONSTRUCTED AS OUTLINED IN THE CONSTRUCTION DOCUMENTS. IN-RECOGNITION THAT ELECTRICAL AND MECHANICAL SYSTEM DESIGNS AND LAYOUTS ARE NOT NGLUIDE0 IN THE CONSTRUCTION DOCUMENTS, THE GENERAL II' CONTRACTOR SHALL ASSUME RE5PON50ILY FOR COORDINATION OF PF516N-BUILD 5UB-CONTRACTORS WORK WITH ALL STRUCTURAL FRAMING MEMBERS AND SYSTEMS. 'REQUESTS FOR MATERIAL SUBSTITUTIONS, FRAMING CHAN&E5, AND CONNECTION CHANGES, MUST BE SUBMITTED IN WRITING TO THE OWNER, ARCHITECT, AND ENGINEER FORREVIEN. SUCH- REQUESTS SHALL INCLUDE: ORIGINAL ITEM, PROPOSED CHANGE, AND REASON FOR PROPOSED CHANGE. 'REQUESTS FOR ADDITIONAL INFORMATION OR CLARIFICATIONS, TO THE CONSTRUCTION DOCUMENTS, SHALL BE SUBMITTED IN YlRiTINC, TO THE ARCHITECT AND ENGINEER FOR REVIEW. ` REQUESTS FOR OE516N CHANGES INVOLIIINr, THE OVERALL SCOPE OF THE PROJECT AND/OR IMPACTING APCHITE6TURAL INTENT OR FEATURES SHALL BE SUBMITTED IN WRITING TO THE OWNER AND ARCHITECT. ALL COMMUNICATIONS SHALL COME FROM THE GENERAL CONTRACTOR, AND NOT HIS SUB - CONTRACTORS, THE GENERAL CONTRACTOR SHALL SUBMIT ALL REOUE5T5 FOR ADDITIONAL INFORMATION, CLARIFICATION5,5U05TITUTION5, AND CHANGES IN A TIMELY MANNER WHICH ALLOV5 TIME FOR AMP L E REVIEW BEFORE A RESPONSE 15 NEEDED THE ENGINEER WILL ENDEAVOR TO-RESPOND TO ALL -REGUE5TS AS SOON AS POSSIBLE UPONREGIEPT, BUT WILL NOT A55UME-RE5PON5113ILITY FOR ANY DELAYS To CONSTRUCTION CAUSED BY THE CONTRACTORS FAILURE TO SUBMIT REGUE5T5 IN A TIMELY MANNER BEFORE THE -RESPONSE IS NEEDED. AS PART OF THE STRUCTURAL SERVICES TO THE CLIENT, THE Stl"RUCTURAL ENGINEER MAY MAKE PERIODIC 51TE OBSERVATIONS TO OBSERVE THE GENERAL PROGRESS OF CONSTRUCTION. THE GENERAL CONTRACTOR SHALL GIVE SUFFICIENT NOTIFICATION FOR THE ENGINEER TO OBSERVE THE PLACEMENT OF UNCOVERED FOUNDATION WALL REINFORCING STEEL AND UNCOVERED FLOOR AND ROOF FRAMING. SHOP DRANINC75 THE GENERAL CONTRACTOR SHALL PROVIDE A SCHEDULE OF SHOP DRAWING SUBMITTALS THAT - REQUIRE STRUCTURAL-REVIEW. SHOP PRAV,111,165 THAT APE-RE61EIVEO PRIOR TO THE - REVIEW. AND APPROVAL BY THE GENERAL CONTRACTOR WILL BE- RETURNED Y41THOUT-RFVIEK4. SHOP PF;IAV4INC, REVIEW IS ONLY FOR THE GENERAL CONFORMANCE .WITH THE DE51ON CONCEPT AND THE INFORMATION GIVEN IN THE STRUCTURAL DOCUMENTS, CORRECTIONS AND COMMENTS MADE ON THE SHOP DRAWINGS DURING REVEN 00 NOT-RELIEVE THE GENERAL CONTRACTOR FROM COMPLIANCE WITH THE - REQUIREMENTS OF THE PLANS, SPECIFICATIONS, AND APPLICABLE 60DE5, THE GENERAL CONTRACTOR 15-RE5PON5151LE FOR; ALL DIMENSIONS, TO BE CONFIRMED AND CORRELATED AT THE JOBSITE; INFORMATION THAT PERTAINS SOLELY TO THE FABRICATION PROCESSES OR TO THE MEANS, METHODS, TECHNIQUES, SEGUENGE5 AND PRGl­'0EPURE5 OF CONSTRUCTION; COORDINATION OF THE WORK WITH THAT OF ALL OTHER TRADES AND PERFORM[Nr, ALL WORK IN A SAFE AND SATISFACTORY MANNER. 6ENE-RAL CONTRACTOR SHALL 13E RESPONSIBLE FOR PROVIDING TEMPORARY BRACING AND PRECAUTION S r NE _E5SARY TO WITHSTAND ALL CONSTRUCTION AND /OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT SYSTEMS ARE IN PLACE. ENGINEERS ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. VERIFY ALL OPENINGS THROUGH FLOOk5, ROOFS, AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS SHALL BE CONTRACTOP5 RESPONSIBILITY. PROVIDE ASPHALTIC MASTIC-COATINC, ON ALL STEEL AND WOOD EXPOSED TO EARTH. SUBMIT SHOP AND ERECTION P-IQAV4IN&5 10 ENGINEER FOR RLVIEN OF ALL CONCRETE MIXES, CONORETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, AND V4000 JOISTS. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN -REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE-RISK OF THE CONTRACTOR. WATERPROOFING, VAPOR BARRIERS, PqATER5TOP, ETC., SHALL BE AS 5HONN ON THE ARCHITECTURAL PRANIN&5 AND AS INDICATED IN THE SPECIFICATION5. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE, ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. TESTING,, INSPEGTIONS, AND OBSERVATIONS: THE STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION. SUCH OBSERVATIONS DO NOT SERVE AS -REOUtRED INSPECTIONS BY THE 6OVE-PNIN& AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS OUTLINED ABOVE AND BY CHAPTER 11 OF THE INTERNATIONAL BUILDING CODE. APPLIGABLE BUILDING CODE: IBC 2005 DESIGN LIVE LOADS: -ROOF elb F51F INTERIOR FLOOR 40 P5F WIND 3 5ECONP GUST 90 MPH FASTEST MILE 50 MPH EXPOSURE 13 SOILS: THE ALLOWABLE SOIL BEARING PRE55URE ASSUMED IN DESIGN 15 1200 P5F. THE CONTRACTOR SHALL -RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE FOUNDATION EXCAVATION. THE SOILS ENGINEER SHALL VERIFY IN WRITING THAT THE ACTUAL SOILS CAPACITY 15 EQUAL TO OR GREATER THAN ASSUMED. WOOD: ALL WOOD FRAMING AND TRU55 LUMBER SHALL BE PRY DOUGLAS FIR, LARCH, GRADED BY WESTERN Y4000 PRODUCTS A550CIATION AND CONFORMING TO INTERNATIONAL BUILPINC, CODE AS FOLLOY45. LUMBER DIMENSION GRADE AND MINIMUM Fb STRE55 2X4 OR 2X6 (WALL STUD USE ONLY) STUD GRADE, Fb = -100 PSI 2X, 3X, 4X (JO15T OR BEAM USE) NO. 2 GRADE, Fb = 900 F`51 5X OR GREATER (JOIST OR BEAM USE) NO. I GRADE, Fb = 1350 P51 NOTED ALLOWABLE 51RE55E5 ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. PROVIDE 2X SOLID BLOCKING BETWEEN JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS. FASTEN ASTEN ALL V4000 MEMBERS WITH COMMON NAILS ACCORDING TO THE IBG SCHEDULE TABLE 2504-11.1 UNLESS OTHERWISE NOTED. LAMINATED BEAMS (&LU-LAM BEAMS): ALL LAMINATED MEMBERS SHALL BE DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH W-LIS. ALL SIZES SHOWN ARE NET. MEMBERS SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. MEMBERS, SHALL CONFORM TO AITC 11-7_24FV0, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND ,24F\/4, D.F. FOR SINGLE SPAN MEMBERS. MEMBERS SHALL BE PE516NED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. PLYWOOD DECK AND /OR ORIENTED 5T-RANO BOARD; PANEL APPLICATION SHALL BE IN ACCORDANCE WITH-RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION, EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE- TRADEMARK OF THE AMERICAN PLYWOOD A55061ATION AND SHALL MEET THE-l;zE0UtpEMENTS OF U.S. PRODUCTE, STANDARD PSf, LATEST EDITION FOR PLYWOOD. ALL PANELS WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE V,IEAH­IFR SHALL BE EXTERIOR TYPE. FOR 5UBFLOOR USE 3/4" T4r, FLOOR SHEATHING GLUED AND NAILED WITH iOP NAILS AT 6" ON CENTER ALONG PANEL EP&E5 AND AT 12" ALONG INTERMEDIATE SUPPORTS. 5TA&&ER PANEL END JOIN5TS. FOR ROOF SHEATHING USE 5/0" (40120 SPAN RATING) EXPOSURE I SHEATHING NAILED WITH IOP NAILS AT 4" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG INTERMEDIATE SUPPORTS. STAGGER PANEL END JOINTS. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYY4000 OR OSE3 SHEATHING NAILED AT 6" ON CENTER ALONG PANEL EDGES. SUBFLOOP AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIP5, TONGUE AND GROOVE PANELS OR SOLID Y4000 BLOCKING SUPPORTS. PREFABRICATED V4000 MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE 51ZE SHOWN ON THE PRAI,41w--S. WEB BLOCKING AND BRIDGING TO BE AS-REQUIRED BY THE JOIST MANUFACTURER. LAMINATED VENEER LUMBER MEMBERS SHALL BE 1 3/4" WIDTH AND HAVE THE FOLLOWING STRESS CAPAGITIE5i F5 = 2600 PSI, E = 1,900,000 PSI, Fr_ = -150 P51, FV =.205 P51. 13UILT UP MEMBERS SHALL BE CONNECTED IN Ar-r-OPCIANCE WITH MANUFAr-TURE-R5-PEGOMMENF>ATION5. (,-ONGRETE- ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1/11 PORTLAND CEMENT, STONE AGGREGATE, SAND, AND V4ATM MIX DE516N5 SHALL SATISFY THE FOLLOWING REWIREMENT5s CONCRETE USE MIN. 2b -DAY F*C MAX. VVC-RATIO ENTRAINED Afk FOOTINGS E3000 P51 NA NA FOUNDATION V4ALL5 3000 PSI NA NA SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE COLD JOINTS IN A HORIZONTAL PLANE. ALL CONCRETE WORK AND-REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACI BUILDING CODE 310 LATEST EDITION. USE STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER OR PER ARCHITECT. RE I NFORC,EMENT ALL REINFORCING SHALL BE F1161-1-5TREN&TH DEFORMED BARS CONFORMING TO A5TM A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE AN.--HORS INH16H SHALL BE DEFORMED EARS, ASTM AlOb GRADE 60. -REINFORCEMENT CONCRETE COVER-REQUIREMENTS (CLEAR DIMENSION): CONCRETE POURED AGAINST EARTH 31, CONCRETE POURED IN FORMS, EXPOSED TO HEATHER OR EARTH) 2" REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF ACI 340. LAP SPI-16E5SHALL BE A MINIMUM OF 2'-6" FOR #5 BAR5 AND SMALLER. ALL BAR5 SHALL BE CONTINUOUS AROUND r-OPNER5. STRUCTURAL STEEL 1,41DE FLANGE BEAMS SHALL CONFORM TO ASTM A9q2. ALL 5TVUGTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM 5NU6, TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM F1554. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN AGCORIDANCE WITH THE LATEST PROVISIONS OF A15C "MANUAL OF STEEL CONSTRUCTION." MINIMUM WELDS TO BE PER AISC, TABLE _12A BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS OTHERWISE NOTED. NON-5TRUGTLEAL ELEMENTS ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REOUIREMENT5 FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS OTHERWISE NOTED, EXTERIOR WALL-- P141TH SHEATHING 4�PI_YV4OOP FLOOR 0 a i SHEATHING, 'Lo _ ©_J BEAM IN WITH -RIM JOIST <1*-O" STEEL ATE WITH P THPUBOLT5 FLOOR J015T _______ -RE-. PLAN COLUMN N \—(VX& TIMBER DIAGONAL BRAC-F (LET I" INTO BOTH ENDS) WITH 3/4 "o X &" LAC, 50REV45 5 TYPICAL FLOOR PRAMINr, AT EXTERIOR WALL ID STRUCTURAL DIAGONAL 5RAr_lz DETAIL AT MAIN ENTRY 3/4. -0'. EXTERIOR WALL- --- - Ly 000 FLOOR WITH SHEATHING SHEATHING P RIM JOIST FLOOR J015T -RE, PLAN BLOOKINC, PANEL ALIGNED WITH EACH WALL STUD TYPICAL FLOOR FRAMING AT EXTERIOR WALL \Z3_1) 3/4" = 1'-0" NEW EXISTING NEW PLYV400D I-EX15TINC, PLYWOOD FLOOR SHEATHINC, FLOOR SHEATHING < ­�EX]571N& FLOOR NEW FLOOR JOISTS—/ `RE= PLAN WITH JOISTS WITH SIMPSON SIMP50N ITT HANGER IU5 FACE MOUNT HANGER NEW FLUSH L.V.L. BEAM-/ AT NEW FLOOR BEAM -RE: PLAN EXTERIOR WALL— C WITH SHEATHING -kIM JOIST RIPPED 2X PLATE— (TREATED) WITH 1/2" DIA. X 10" ANCHOR BOLT AT 2'-O" #5 DOWEL AT V41TH 2'-6" LFC, AND 0'-6" HOOK (5)-#5 CONTINUOUS-\ LONGITUDINAL - PLYWOOD FLOOR SHEATHING -FLOOR JOIST -RE, PLAN -(2) -#5 HORIZONTAL z ALONG TOP OF WALL uj ,#4 AT I'-&" HORIZONTAL -#5 AT I' -6" VERTICAL h4 i �5 NNJ Z =,U -RE: PLAN I TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING 53,1 3/4" 3/4" = 1'-0" EXTERIOR VIALL WITH SHEATHING PLYWOOD FLOOR SHEATHING, -RIM 2X- RIPPED TOP PLATE--- (TREATED) WITH 10"ll) X 10'. _ ANH0R BOLTS AT 2'-0" JOIST FOUNDATION -REe PLAN AND REINFORCEMENT DETAILS-REt I/S3.1 \_-BLOCKING PANEL AT v EACH WALL STUD 2 TYPICAL NEW FOUNDATION WALL AND JOIST FRAMING 5/4'. NEV4 EX15TIN& EXISTING NEW PLYWOOD - FLOOR FRAMING FLOOR SHEATHING NE V4 JOTS' ROOF JOIST RE, PLAN WITH BLOC SEAT-CUT AT BEARIN6 E3ETP' SIMPSON H2.5 5 CLIP EACH JO 15T NEW 'O.�_ (TYPICAL) AND EXTERIOR WALL WI DT DT WITH SHEATHING EXTERIOR WALL WITH SHEATHING EXISTING EXTERIOR WALL WITH SHEATHING, NEW PLYWOOD ROOF SHEATHING /NEW _2XL2 LEDGER "'TH"6 NEW-ROOF JOIST (CONTINUOUS) WITH (4)-160 NAILS AT -RE: PLAN EACH WALL STUD WITH SIMPSON LSISU HANGER -EX*TlNr, PLY1,4000 FLOOR SHEATHING NEW <F EXISTING FLOOR JOIST LU5H> L.V.L. L'/L STI BEAM RE, PLAN WITH .NEW 5IMF--,CN HANGER CONNECTION TO NEW L.V.L. BEAM TYPICAL FLOOR FRAMING AT EXTERIOR WALL Q3-11/ 3/4" = 1' _0ll ■ 0 0 00 E 0 O)M 70 cc L_ (6 U.1 0 o M=() M > L 4- LLJ LU TYPICAL FLOOR JOISTS AT EXISTING FOUNDATION "ALL I5,suedFor: \� �3.1 3/4" = 11-01, � 4111107 Permit -bXb TIMBER COLUMN it -PE; PLAN WITH 315" XA" X 5" STEEL KNIFERLATE AND Revisions: C2)-3/4"41 LAO 5CREN5 -CONCRETE PIER RE4 PLAN WITH (4)-05 VERTICAL AND 03 TIES AT 1'-0" Stamp For Wilke8s g " pU _�p In ring, LLC BY, Job# 07-176 gy CRW Sheet S3.1 WrWNEW. 4 TYPICAL CONCRETE PIER AND TIMBER COLUMN \Z21.1/ 3/4' = 1'-0" JURISDIOTION: TOWN Of VAIL BU I LD I N& CODE- 2003 150 ASS ,ADOPTED 5"r THE TOWN of VAIL OONSTiRUOTION T`rFE: 11 A OOOUFANO)': iR2 ENEL NOTES:_ A. GENERAL 1. NOTIFY ARCHITECT IMMEDIATELY OF ANY CONFLICTS BETWEEN ANY CONTRACT DOCUMENTS PRIOR TO THE START OF WORK. 2. IN THE EVENT OF ANY CONFLICTS BETWEEN THE DOCUMENTS, THE ITEM OF MOST OR GREATEST EXTENT OF WORK AS DETERMINED BY THE ARCHITECT SHALL APPLY AND BE PERFORMED BY THE CONTRACTOR AT NO ADDITIONAL COST. 5. ALL TRADES SHALL PERFORM THEIR WORK WITHIN THE RECOGNIZED 5TANDARD5 OF THE APPLICABLE INDUSTRY, 4. ANY DEVIATION OR CHANGE IN THE WORK FROM THE CONTRACT DOCUMENTS WITHOUT PERMISSION OF THE ARCHITECT PLACES ALL RE5PON515ILITY FOR THE DEVIATION OR CHANGE ON THE CONTRACTOR. 5. THESE DOCUMENTS WERE PREPARED WITHOUT REGARD FOR THE DIVISION OF WORK AMONG TRADES. GENERAL CONTRACTOR IS TO COORDINATE AND PROVIDE ALL WORK SHOWN ON THESE DOCUMENT5 WITH ALL TRADES REGARDLESS OF WHICH DRAWING WORK 15 SHOWN ON. 6. THIS PROJECT 15 GOVERNED BY THE 2005 INTERNATIONAL RESIDENTIAL CODE AS ADOPTED BY THE TOWN of VAIL, COLORADO. THE DRAWIN65 DO NOT ALLOW WORK THAT DOES NOT COMPLY WITH THESE CODES. 6ENERAL CONTRACTOR AND HIS 5U15- CONTRACTOR5 ARE RESPONSIBLE FOR COMPLYIN6 WITH ALL APPLICABLE CODES, ORDNANCE5, RULES REGULATIONS, ETC., BY ALL AUTHORITIES HAVING JURISDICTION. GENERAL CONTRACTOR 15 RESPONSIBLE FOR OBTAINING AND PAYIN6 FOR ALL REWIRED PERMITS. -f. ALTHOUGH TrD architects HAS PERFORMEND ITS SERVICE WITH DUE DILI6ENOE AND CARE, IT DOES NOT 6UARANTEE PERFECTION. EVERY EFFORT IS MADE TO PROVIDE A COMPLETE AND CLEAR SET OF CONSTRUCTION DOCUMENTS, HOWEVER, DISCREPANCIES OR OMISSIONS MAY OCCUR. RELEASE OF THESE DOCUMENTS ANTICIPATES COOPERATION BETWEEN THE CONTRACTOR, OWNER AND ARCHITECT TO PROVIDE THE BEST POSSIBLE PROJECT. THESE DRAWIN65 HAVE BEEN PREPARED FOR THE USE OF A GUALIFIED CONTRACTOR EXPERIENCED IN THE CONSTRUCTION TECHNIG2UES AND SYSTEMS SHOWN. 8. GENERAL CONTRACTOR AND HI5 5U5- CONTACTOR5 ARE TO FIELD VERIFY ALL DIMENSIONS, EXI5TIN6 CONDITIONS, UTILITY LOCATIONS, ETC., PRIOR TO BEGINNING ANY WORK OR ORDERING ANY MATERIALS. NOTIFY ARCHITECT OF DISCREPANCIES OR INCONSISTENCIES IN THESE DRAWING IMMEDIATELY. B. 520PE of WORK I. THE INTENT OF THE CONTRACT DOCUMENTS IS THAT EACH CONTRACTOR SHALL PERFORM ALL ACTIONS NECESSARY AND REQUIRED TO PROVIDE ALL LABOR, MATERIAL5, SUPPLIES, EG2UIPMENT, TRANSPORTATION, FACILITIES AND APPURTENANCES WHICH ARE INDICATED OR REASONABLY IMPLIED BY EACH DRAWIN6 AND SPECIFICATION SECTION, ALL OF WHICH 15 COLLECTIVELY NECESSARY AND REOUIRED FOR THE EXECUTION OF THE WORK AS SHOWN ON THE CONTRACT DOCUMENTS. 2. WRITTEN DIMENSIONS ON DRAWINGS GOVERN. DO NOT SCALE DRAWIN65. DETAILS TAKE PRECEDENCE OVER SMALLER SCALE DRAWIN65. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO AGREE. 6ENERALLY, SPECIFICATIONS WILL TAKE PRECEDENCE OVER DRAWINGS. SHOULD ANY DISCREPANCIES OCCUR, CONTRACTOR SHALL NOT PERFORM ANY WORK UNTIL RESOLVED BY THE ARCHITECT. WORK SHOWN ON DRAWINGS BUT NOT IN SPECIFICATION OR SHOWN IN SPECIFICATIONS BUT NOT ON THE DRAWINGS SHALL BE PROVIDED AS IF 5HOWN ON BOTH. NO DEVIATIONS, CHANGES, SUBSTITUTIONS, ETC IN THE DOCUMENTS SHALL BE MADE WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT. IN THE CASE OF CONFLICTS BETWEEN OR WITHIN THE DRAWINGS AND SPECIFICATIONS., THE GREATER GUANTITY, H16HER QUALITY, ETC WORK SHALL BE PROVIDED AT NO ADDITIONAL COST. C PROJECT COORDINATION I. ALL CONTRACTORS AND SUBCONTRACTORS RESPONSIBLE FOR FOR WORK SHOWN IN THE SPECIFICATIONS AND ON THE DRAWINGS SHALL JOINTLY AND SEPARATELY COORDINATE THEIR WORK WITH REGARD TO 50HEDULIN6, INSTALLATION PROCEDURES, SHOP DRAWINGS AND INSTALLATION OF ALL RELATED MATERIALS. 2. PRIOR TO THE START OF ANY WORK, THE CONTRACTOR AND SU50ONTRACTOR5 RESPONSIBLE FOR THE WORK 5HOWN IN THESE DOCUMENTS SHALL INSPECT AND APPROVE ALL PREFATORY WORK THAT HAS BEEN COMPLETED TO RECEIVE H15 WORK. HE 15 TO ENSURE THAT HIS WORK AND ADJACENT WORK WILL FINISH TO PROPER CONTOURS, PLANES AND LEVELS. PROMPTLY NOTIFY GENERAL CONTRACTOR OF ANY DEFECTS IN THE PREP WORK THAT WILL ADVERSELY AFFECT OR PREVENT THE SATISFACTORY COMPLETION OF HIS WORK. r, ILURE TO NOTIFY 6ENERAL CONTRACTOR SHALL IN01G#.7re ,AcuEPTANCE OF THE PREP WORK AND ANY`SUB5FOUENT CLAIMS OF DEFECTS SHALL NOT -,_ BE REGO�NIZED. NO YORK SHALL BE PERFORMED UNTIL ALL PREP )NORK HAS BEEN COMPLETED, CURED, DRIED, ETC ANt? READY TO RECEIVE THE WORK. GENERAL CONTRAOTOR 15 RESPONSIBLE FOR THE TIMELY COORDINATION AND INSTALLATION OF ALL MATERIALS. X15T CEILING -NO WORK KIST FURRING @ 16"000 X 12" CMU WALL 2" CEMENTITIOUS BACKER BOARD APPLIED PARALLEL OR AT RIGHT ANGLES O FURRING w/ 1 1/4" TYPE 5 WAFER SCREW5 , S" 00-VERTICAL JOINTS STAGGERED 16" rN OPPOSITE SIDES 5T CEILING -NO WORK B" L' - MTL D5 @ 1611 00 5/8" TYPE 'X' DW ZRIDOR 51DE U TYPE 'X' DW AT RIGHT ANGLE EA SIDE OF STUDS ATTACHED W I" 'E S DW 5CREWS ® 8 "OC @ VERT JOINTS OPPOSITE 51PE5 BATT INSUL 5T CEILING -NO WORK 6" MTL DS @ 16" OC 5/8" TYPE 'X' DW ZRIDOR SIDE OEMENTITIOUS BACKER BOARD 'LIED PARALLEL OR AT RIGHT AN6LE5 STUDS W 1 1/4" TYPE 5 WAFER 5CREW5 > 00- VERTICAL JOINTS STAGGERED 16" OPPOSITE 51DE5 GATT INSUL F �< — —ION _Nr`=�ES Al"T I T T t=` 5/411_I,_0„ aT CEILIN6 -NO WORK iT FURRING @ 16 "00 12" CMU WALL II I I TYPE X DW AT R16HT ANGLE EA SIDE OF STUDS ATTACHED w/ I" 'E 5 DW SCREWS ® 8 "00 @ VERT JOINTS Y � Y I1 ' t + i DN EXIST up ' STAIR ( EXIST ELEV I I 4 z - - EX15T CORRIDOR + I + 51# J 21-0 P--i f Lp 111 + F'2 - FLAN—UNIT #7. 1/1411 = 11 - Oil &ENERAL. DEMOLITION NO I ES : I. ALL DEMOLITION WORK TO COMPLY WITH ALL CODES, ORDINANCES, RULES, REGULATIONS ETC, AS REOD BY ALL AUTHORITIES HAVING JURISDICTION. 2, GC TO COORDINATE NOISY AND /OR DISRUPTIVE DEMOLITION WORK WITH OWNER PRIOR TO START OF WORK 5. 6ENERAL CONTRACTOR 15 TO FIELD VERIFY ALL EXIST CONDITIONS AND COORDINATE WITH ORIGINAL BUILDIN6 DRAWINGS AND FIELD CONDITIONS. 4. 6ENERAL CONTRACTOR IS TO FIELD VERIFY ALL EXISITN6 PLUMBING, ELECTRICAL, ETC FROM ABOVE AND RELOCATE AS REDO FOR NEW CON5TRUCTION -62 15 TO NOTIFY OWNER ?2 HOUR5 IN ADVANCE OF ANY 5;=k\/ICE DISRUPTIONS. 5. 6ENERAL CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING INCLUDIN6 DE516N, INSTALLATION AND REMOVAL. ❑ KF_YED PLAN NOTES: REMOVE ALL EXIST PLBG FIXTURES b v T. architects PO Box 1492 tel: 970 -479 -7387 Vail, CO 81658 fax: 970 -476 -0077 0 200$ TrD archltecls.Inc. MI nOts resavca ISSUE: FEB 14, 2008 -BLDG PERMIT u Fral �o