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DRB100455 Plans
AB ANCHOR BOLT ABV ABOVE AD AREA DRA IN ADJ ADJACENT AFF ABOVE FINISH FLOOR ALUM ALUMINUM ALT ALTERNATE AP AGCE55 PANEL ZL ANGLE B.O. BOTTOM OF CLG CEILING CI CAST IRON CJ CONTROL JOINT C�. CENTER LINE C L R COLOR CMU CONCRETE MASONRY UNIT COL COLUMN I DO DOUBLE WALL OVENS DW D15HWASHER Eta EaUAL FD FLOOR DRAIN FDN FOUNDATION FIN FINISH FLR FLOOR F.O.W. FACE OF WALL(STUD,ETG) FT6 FOOTING GYP 6`r''P5UM WALL BOARD 6L 6LA55 /6LAZ I N6 H.B. H05E BIB HM HOLLOW METAL HT HE I&HT IN5UL INSULATION I NT INTERIOR KIT KITCHEN LP LOW POINT MO MASONRY OPENING MTL METAL NEC NECE55ARY N I G NOT IN CONTRACT NO NUMBER NT5 NOT TO 50ALE OH OPP051TE HAND OP6 OPEN I N6 PL LAM PLASTIC LAMINATE PL56 PLUMB I N6 PL PROPERTY L I NE PLWD PLYWOOD R R15FR RD ROOF DRA IN REFL REFLECTED REO REQUIRED REV REVERSE RO ROUGH OPENING RM ROOM 5 SINK SEAL SEALANT SHT SHEET SIM 51MILAR 506 SLAB ON GRADE SPEC'D SPECIFIED 5PEG5 5PEGIFICATIONS STD STANDARD 5TOR 5TORAGE T TREAD TEL TELEPHONE THK THICK /THICKNE55 TYP TYPICAL T.O.D. TOP OF DECK I N6 T.O.5. TOP OF SLAB U.N.O. UNLESS NOTED OTHERWISE V VARIES N1 WITH w/o WITHOUT WG WATER CLOSET W / D WASHER /DRYER W.H. WALL HYDRANT WT WE 16 HT i0k - � .. - ` 1: I - I � 1- IREGTORY � owNeR STEVEN AND SUSAN SCHUTZ 600 VAIL VALLEY DRIVE UNIT F8 VAIL, GO 81658 I ARCHITECT I GPSL ARCHITECTS, P.C. 1000 5. FRONTAGE ROAD W, STE 102 VAIL, COLORADO 81657 (q70) 4`16 -114 HENRY PRATT - henryo9p5lorchitect5.com I STRUCTURAL E NC-71 N E E R I KRM CONSULTANTS, ING PO BOX 45 - 72 VAIL, CO 81658 (q 14q- Cl5cil KIM MGGHEE - KRMokrmconSvltant5.com EMI I 1 STAFF APPROVAL fi t' ` t , N �'. C ONTRA CTO R O AL CO ACTO 6PRAPHIC, KEY TO MA7ERIAL.S VFM8419 5YMWLS ROOM MNISH 5C+1EVULr= f:ODE H=ORMATION I lli =�l1 EARTH CMU FLOOR OR REVISION THIS PROJECT SHALL COMPLY WITH SPOT ELEVATION X SYMBOL ALL APPLICABLE GORE AMENDMENTS Ta. AS ADOPTED BY TOWN OF VAIL ON STONE PLYWOOD DOOR NO. INTERIOR ROOM NAM_EMUMB CEILING HEI&HT v VARIE5 (5LOPEV) AUGUST 1, 2010, TO INCLUDE BUT NOT I M I TED TO: <� tjl EL VATI QN L' BE L 5 MBOL o1 -o° AI 200q INTERNATIONAL RESIDENTIAL CODE �- CONCRETE INSUL'N PER SPECS WINDOW TYPE L KALL5 2008 NATIONAL ELECTRICAL CODE X SECTION NO FLOOR BASE CEILING 200q UNIFORM PLUMBING CODE 7O E EPOW ON CO NCRETE - NONE 6P PAINTED GYPSUM VP PAINTED GY1*5UM 200q INTERNATIONAL MECHANICAL CODE SOD�6RASS R16ID INSUL'N r .." HEET NO. CO G CONCRETE CARPET W WOOD WALL BOARD W WOOD WALL BOARD W S^IOOD OT CERAMIC TILE 5T 57ONE VENEER - OCCUPANCY TYPE R -1, TYPE V STEEL 2 6 R6H STUD X AI.2 DETAIL NQ. SHEE NO. w w OV WP WALL PAPER — FIRE SPRINKLERS INSTALLED PER CODE - CIRCULAR STAIR APPROVED 8 -17 -2010 FOR EGRE55 ® I =1N15H WOOD PR O PO SED D '- CONTOUR NEDBO CONSTRUCTION PO BOX 5411 VAIL, CO 81658 (170) 845 -1001 PROJECT MANAGER: ROLLIE KJE5150 - rollie ®nedbo.com ELECTRICAL DESIGN BUILD FLUME31 NCB DE516N BUILD LANZ�S(:; AFE DE516N BUILD IN A1.0 PROJECT INFORMATION SHEET A2.1 FLOOR PLAN- FIRST LEVEL A2.2 FLOOR PLAN- SECOND LEVEL A2.3 FLOOR PLAN- THIRD LEVEL A2.4 FLOOR PLAN- FOURTH LEVEL A2.5 FLOOR PLAN- FIFTH LEVEL A2.6 ROOF PLAN A3.1 ELEVATIONS A5.2 ELEVATIONS A53 ELEVATIONS A3.4 ELEVATIONS A4.1 BUILDING SECTION 51 DE516N CRITERIA 52 FLOOR PLAN - FOUNDATION AND SECOND LEVEL 55 FLOOR PLAN - THIRD AND FOURTH LEVEL 54 FLOOR PLAN - FIFTH LEVEL AND ROOF PLAN 55 DETAILS El ELECTRICAL - FIFTH LEVEL a , mama I. ALL DIMENSIONS ARE TO FACE OF ROUGH STUD, FURRING, OR CONCRETE FOUNDATION WALL, CENTERLINE OF WINDOWS, DOORS $ P05T5 U.N.O, 2. CONTRACTOR TO VERIFY ALL D IMENSI ONS 4 NOTIFY ARCHITECT OF ANY ERRORS OR DISCREPANCIES BEFORE BEGINNING WORK. 3. DIMENSIONS GIVEN ARE SUBJECT TO FIELD CONDITIONS AND MATERIALS $ METHODS USED. CONTRACTOR SHALL FIELD VERIFY CRITICAL MINIMUM DIMENSIONS AND CLEARANCES AS REQUIRED BY APPLICABLE BUILDING CODES. 4. DO NOT SCALE DRAW I NG5. CONTACT ARCHITECT FOR ANY DIMENSIONS MISSING OR ILLEGIBLE. 5. FOOTIN65 TO BE BELOW FR05T LINE $ ON UNDISTURBED 5011- RE. STRUCTURAL DRAWIN65. CONTRACTOR TO VERIFY FOOTING CONDITIONS DEPTHS. 6. ALL INTERIOR AND EXTERIOR PARTITIONS ARE TO BE 2 x 6 NOMINAL FRAMING UNLE55 NOTED OTHERWISE. `1. ALL INTERIOR AND EXTERIOR PARTITIONS ARE TO BE INSULATED W/ FULL DEPTH INSULATION U.N,O. 5EE PROJECT MANUAL FOR REQUIRED ACOUSTIC 0AULKIN6 AT ALL PERIMETERS 4 PENETRATIONS. 8. 5EE LANDSCAPE AND /0R CIVIL PLANS FOR EXTERIOR AMENITIES AND 51TE CONSTRUCTION. q. ALL WALL, CEILING AND FLOOR /CEILING CONSTRUCTION 15 TO BE 5 /arr TYPE 'X' 6YP BOARD. THE USE OF THIS PRODUCT MEETS FIRE SEPARATION REOUIREMENT5 BETWEEN GARAGE 4 OTHER OCCUPIED SPACES. 10. AIR CONDITIONING UNITS ARE TO BE DE516N BUILD, W/ HVAG SUBCONTRACTOR. 11. CONSTRUCTION TO COMPLY WITH 2003 INTERNATIONAL RESIDENTIAL, MECHANICAL AND ELECTRICAL CODES. COORDINATE DETAILS W/ ARCHITECT. 12, ACCESS PANELS TO BE METAL W/ MUD -IN FLAN6E5. LOCATE PER EAGLE COUNTY REQUIREMENTS AND COORDINATE W/ FRAMING AS REQUIRED. GPSL Architects, p.c, 1000 S. Frontage Rd. West Vail, Colorado 51657 tel: 970,476.1147 fax: 970.476,1612 gpslarchitects.com PAr Mq © Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated here!), as an Instrument of professional service, is the property of GPSL Architects, P.C., and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr.. Henry R. Pratt, Sidney Schultz. or Scott D. Lindali. N OF VAI :. V SP 0 2010 TOWN OF VAIL Sheet Number �i © Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated here!), as an Instrument of professional service, is the property of GPSL Architects, P.C., and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr.. Henry R. Pratt, Sidney Schultz. or Scott D. Lindali. N OF VAI :. V SP 0 2010 TOWN OF VAIL Sheet Number I Lral �irv a ii 12 1 P-1: GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476,1147 fax: 970.476,1612 gpsl architects. com SN WITH EX15TIN6 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In port, for any other project without the written authorization of Edward M, Gwathmey Jr., Henry R, Pratt, Sidney Schultz, or Scoff D, Lindall. , F1Rt.- LEVEL FLOOR PLAN-EXISTIN& SCALE: 1/4" = 1' -O" 1 01 2 4 f oet Rt=f= TRUE NORTH NORTH P-- OF STALL EX15TIN6 NINPON I NEW NALL F1'r LEVEL FLOOR PLAN SCALE: V4" = 1'-0" O1 2 4 f cot Sheet Number A2.1 CEILING HEI&4T ROAM R NAME/NUMBER '00' V V VARIES (SLOPED) OR VAULTED )11 0'-0" HEIGHT --- FLOOR --" BASE E LLSi ��W-7 CEILI E EPDXY ON CONCRETE - NONE 6P PAINTED &YP5UM CAP PAINTED 6YP5UM CO CONCRETE N HOOD WALL EiOARM WALL BOARD It CARPET pq Y400D A WOOD OT CERAMIC TILE ST STONE VENEER ST STONE NP WALL PAPER Y4 Y40017 1 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In port, for any other project without the written authorization of Edward M, Gwathmey Jr., Henry R, Pratt, Sidney Schultz, or Scoff D, Lindall. , F1Rt.- LEVEL FLOOR PLAN-EXISTIN& SCALE: 1/4" = 1' -O" 1 01 2 4 f oet Rt=f= TRUE NORTH NORTH P-- OF STALL EX15TIN6 NINPON I NEW NALL F1'r LEVEL FLOOR PLAN SCALE: V4" = 1'-0" O1 2 4 f cot Sheet Number A2.1 CEILING HEI&4T ROAM R NAME/NUMBER '00' V V VARIES (SLOPED) OR VAULTED )11 0'-0" HEIGHT --- FLOOR --" BASE E LLSi ��W-7 CEILI E EPDXY ON CONCRETE - NONE 6P PAINTED &YP5UM CAP PAINTED 6YP5UM CO CONCRETE N HOOD WALL EiOARM WALL BOARD 0 CARPET pq Y400D A WOOD OT CERAMIC TILE ST STONE VENEER ST STONE NP WALL PAPER Y4 Y40017 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In port, for any other project without the written authorization of Edward M, Gwathmey Jr., Henry R, Pratt, Sidney Schultz, or Scoff D, Lindall. , F1Rt.- LEVEL FLOOR PLAN-EXISTIN& SCALE: 1/4" = 1' -O" 1 01 2 4 f oet Rt=f= TRUE NORTH NORTH P-- OF STALL EX15TIN6 NINPON I NEW NALL F1'r LEVEL FLOOR PLAN SCALE: V4" = 1'-0" O1 2 4 f cot Sheet Number A2.1 ROOM FINISH 5C +EM r= EN NALL GPSL Architects, p,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476. 1147 fax: 970.476. 1612 gpslarchitects.com CEILING HEIGHT ROOM NAMEMNUMDER �' V VARIES (SLOPED) —� — -- OR VAULTED r O' -O" HEIGHT ' FLOOR BASE LY CEILING E EPDXY ON CONCRETE - NONE 6P PAINTED 6YP5UM 6P PAINTED 6YP5UM GO CONCRETE W WOOD WALL BOARD WALL BOARD C CARPET W WOOD W WOOD CT CERAMIC TILE 5T STONE VENEER 5T 5TONE WP WALL PAPER W WOOD EN NALL GPSL Architects, p,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476. 1147 fax: 970.476. 1612 gpslarchitects.com ep Copyright GPSL Architects, P.C. Ali Rights Reserved This document and the ideas and designs incorporated herein, as an Instrument of professional service. Is the property of GPSL Architects, P.C., and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undail. II 90 ♦ • /' ' i 5u bmitto l i 5GALE: ,4"_ r -p'• 0 1 2 4 f cot r ' 4 1 ep Copyright GPSL Architects, P.C. Ali Rights Reserved This document and the ideas and designs incorporated herein, as an Instrument of professional service. Is the property of GPSL Architects, P.C., and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undail. II 90 ♦ • /' ' i 5u bmitto l i 5GALE: ,4"_ r -p'• 0 1 2 4 f cot Ilb GPSL Architects, p,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel; 970,476 1147 fax: 970.476,1612 gpslarchitects.com ME% IEW WALL d Copyright GPSL Architects, P.C. Ali Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.C., and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, Dote: 50 AUC7:2010 D R5 5ubmitto 1 T 1 ' LE \/r - 1.... FLOOR PLAN -rX 1 ST I N& I SCALE: /4.I J 12 4 feet i LE\/T=L FLOOR _ _ _ *,,, _ rr D a 1 2 4 feet Sheet Number r ' d Copyright GPSL Architects, P.C. Ali Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.C., and is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, Dote: 50 AUC7:2010 D R5 5ubmitto 1 T 1 ' LE \/r - 1.... FLOOR PLAN -rX 1 ST I N& I SCALE: /4.I J 12 4 feet i LE\/T=L FLOOR _ _ _ *,,, _ rr D a 1 2 4 feet Sheet Number r i c rW WALL GPSL Architects, p.c. 1000 S. Frontage Rd, West Vail, Colorado 81657 tel: 970.476,1147 fax: 970.476,1612 gpslarchitects.com GEILINtS H ROOM NAt4e/t�MBER � V VARIES (SLOPED) 5LOP OR VAULTED O' -O" HEIGHT FLOOR BASE WALLS GEILIN& E EPDXY ON CONCRETE - NONE GP PAINTED OYP5UM &P PAINTED GYPSUM CO CONCRETE A WOOD HALL BOARD WALL BOARD G CARPET A WOOD W WOOD CT CERAMIC TILF. 5T 5TONE VENEER 5T 5TONE AP HALL PAPER W WOOD r i c rW WALL GPSL Architects, p.c. 1000 S. Frontage Rd, West Vail, Colorado 81657 tel: 970.476,1147 fax: 970.476,1612 gpslarchitects.com © Copyright GPSL Architects, P.C. Ad] Rights Reserved This document and the ideas and designs Incorporated herein, as on instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scoff D, Undall. r ... .�.. , � ir► KIM SCALE: /4" ^ 1'-0" "MM. 01 2 4feet RFF TRUE NORTH NORTH (ND ( 4 FOU LEVEL FL OOR' .r j .r nr , ar► , M Sheet Number i © Copyright GPSL Architects, P.C. Ad] Rights Reserved This document and the ideas and designs Incorporated herein, as on instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scoff D, Undall. r ... .�.. , � ir► KIM SCALE: /4" ^ 1'-0" "MM. 01 2 4feet RFF TRUE NORTH NORTH (ND ( 4 FOU LEVEL FL OOR' .r j .r nr , ar► , M Sheet Number GPSL Architects, p.c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476.1147 fax; 470.476,1612 gpslarchltects.com �I i i i I i i i iL © Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs Incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.C., and Is not to be used. In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall. Do • AU6 20 V " i 5ubmit GN REPEE MV t 11F loV 1 i III F SGAL.E: j __ 1' -0" O 1 2 4 feet REF TRUE NORTH NORTH (NP ( 4 5heet Number X2.5 i i UNIT - t i I ItJIT s+ i I i UNIT 7 I, UNIT 8 Q W Q. IY R . F- th X UJ GPSL Architects, p.c. 1000 S, Frontage Rd, West Vail, Colorado 81657 tel: 970,476,1147 fax: 970.476. 1612 gpslarchitects.com Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.G., and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D, Lindall, ROOF PLAN-EX15TIN& SCALE: !/4" = 1' - O" 0 1 2 4feet REF TRUE NORTH NORTH ( gp ( o C ' WN R Bffl GJ U E3 AU } S J `z N r �fl m 5CALE: ,4" = 1' -0" 01 2 4 feet REF TRUE NORTH NORTH ( 909 Sheet Number i i l� Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the ideas and designs incorporated herein, as an Instrument of professional service, is the property of GPSL Architects, P.G., and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D, Lindall, ROOF PLAN-EX15TIN& SCALE: !/4" = 1' - O" 0 1 2 4feet REF TRUE NORTH NORTH ( gp ( o C ' WN R Bffl GJ U E3 AU } S J `z N r �fl m 5CALE: ,4" = 1' -0" 01 2 4 feet REF TRUE NORTH NORTH ( 909 Sheet Number GPSL Architects, p,c. 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476,1147 fax: 970.476.1612 gpslarchitects.com UNIT a f UNIT '1 . . ........ < FIFTH LEVEL T.O. DECKING -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- FOURTH LEVEL T.O. DECKING THIRD LEVEL T.O. PECKING Q Copyright GPSL Architects, P,C. All Rights Reserved This document and the Ideas and designs Incorporated heroin, as an Instrument of professional service, Is the property of GPSL Architects. P.C., and Is not to be used, In whole or in part, for any other project without the written authorization of Edward M. Gwalhmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, SECOND LEVEL T.O. DECKING Dote; ♦ AU6 2010 DR5 5ubrnitto' FIRST LEVEL T.O. SLAB WEST ELPVATION- EXISTING r r ... . .............. i F F AP 'M Sheet Number GPSL Architects, P,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476. 1 147 fax: 970.476,1612 gpslarchitects.com FIFTH LEVEL T.O. DECKING __ - -- ----------------- -------------- -- ---- ---------- -- x LIJ FOURTH LEVEL T.0, PECKIN6, THIRD LEVEL T.O. DECKING I "Z� REMOVE EXTERIOR ------- WINDOW AT UNIT '7 UNIT a UNIT ALL EXTERIOR MATERIALS . ...... TO MATCH EXISTING 2 . . ......... 1:2 ... ....... . . . .......... _7 FURR OUT 'NV 106 Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M, Gwothmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, SECOND LEVEL T.O. DECKING FIRST LEVEL T.O. SLAB H 27101M 7 C . ... . ... .... .. --- --- ---- - - ---- --- ---- --- - ... .... ... . . .. ... .. .... ... .... ... .. . ... ... ... .... ... .... ... .... ... .... ... ... . .. ... ... .... ... .... I- Z U- luz m � � Q- v�� Q Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M, Gwothmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, SECOND LEVEL T.O. DECKING FIRST LEVEL T.O. SLAB H 27101M 7 . ... .... .... .... . .... ... .... ... ... . .... ... .... ... . .. ... .... ... .... .. ... .... .... . ... . ... .... .. --- --- ---- - - ---- --- ---- --- - ... .... ... . . .. ... .. .... ... .... ... .. . ... ... ... .... ... .... ... .... ... .... ... ... . .. ... ... .... ... .... \MMUN Tu;�N OF 0 F F A P P NRIOU V Dote: 50 AU6:2010 DR5 5ubmittol Sheet Number GPSL Architects, p,c, 1000 S, Frontage Rd. West Vail, Colorado 81657 tel: 970.476,1147 fax: 970.476.1612 gpsiarchitects.com ON FIFTH LEVEL T.O. DECKING J, T FOURTH LEVEL T.O. VEOKIN6 THIRD LEVEL T.O. DECKIN6 4, ... .... .. . .... .... FIFTH LEVEL T.O. r,>ECKINC, J, T FOURTH LEVEL T.O. r;>EoriN6 THIRD LEVEL T.O. DECKING 4, . .... .... .... .. . 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of GPSL Architects, P.C-, and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwaihmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, SECOND LEVEL T.O. DECKING 5EOOND LEVEL T.O. DECKING Dote: 50 AUC7 2010 PRE3 5ubmittol FIRST LEVEL T.C. 5LA5 FIR5T LEVEL T.O. 5LAB UNIT "I UNIT - 7 UNIT el Flo *T L & C2 SCALE: t/4 1 1 -c" 01 2 4 feet 1 UNIT 5 N • R - r,.-' E L r V-A T 10 N -"r"w *1 M` OF' " 0 5 * Err D[ZiMGNO RFERWOR G I TA F F APPROVE Sheet Number A53 • 0 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service. Is the property of GPSL Architects, P.C-, and Is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwaihmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D. Undall, SECOND LEVEL T.O. DECKING 5EOOND LEVEL T.O. DECKING Dote: 50 AUC7 2010 PRE3 5ubmittol FIRST LEVEL T.C. 5LA5 FIR5T LEVEL T.O. 5LAB UNIT "I UNIT - 7 UNIT el Flo *T L & C2 SCALE: t/4 1 1 -c" 01 2 4 feet 1 UNIT 5 N • R - r,.-' E L r V-A T 10 N -"r"w *1 M` OF' " 0 5 * Err D[ZiMGNO RFERWOR G I TA F F APPROVE Sheet Number A53 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970.476. 1 147 fax: 970.476,1612 gpslarchitects.com FIFTH LEVEL T.O. DECKING J, T FOURTH LEVEL T.O. DECKING THIRD LEVEL T.O. DECKING UNIT 5 UNIT - 7 UNIT a I UNIT - 1 ALL EXTERIOR MATERIALS TO MATCH EX15TINC7 C!I UJ FIFTH LEVEL EL T.O. DECKING � X UJ FOURTH LEVEL T.O. DECKING THIRD LEVEL T.O. DECKING__ T 5ECONP LEVEL T.O. DECKINC7 Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P,C,, and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwothmey Jr., Henry R. Pratt, Sidney Schultz, or Scott D, Undall. Dote. 50 AU& :2010 DRE 3 5ubmittol QN RFV L ,,TA- r-F APPROURAL SCALE: 1/4" = I'-C" 0 1 2 4 feet '0 . SOUTH *ELE\/AT1ON-FROFO5*=" M MMM Sheet Number FiMI GPSL Architects, p.c, 1000 S. Frontage Rd, West Vail, Colorado 81657 tel: 970.476.1147 fax; 970.476.1612 gpsl architects. com PROPOSED RID% T.O. DECKING T EXISTING RIDGE T.O. DECKING 4, T FIFTH LEVEL T.O. DECKING FOURTH LEVEL T.O. DECKING THIRD LEVEL T.O. DECKING MATCH ,TURAL ,TURE Copyright GPSL Architects, P.C. All Rights Reserved This document and the Ideas and designs Incorporated herein, as an instrument of professional service, Is the property of GPSL Architects, P.C- and Is not to be used, In whole or In part, for any other project without the written authorization of Edward M. Gwcrthmey Jr., Henry R. Pratt, Sidney Schultz. or Scoff D. Undall. SECOND LEVEL T.O. DECKING ALL EXTERIOR MATEF TO MATCH EXISTING NEW WALL STRUCTURE - 51DIN6 MATERIAL 7 MATCH EXISTING - BUILDING WRAP - SHEATHING PER STRUCTURAL - 2x6 5TUD5 PER STRUCTURE - INSULATION PER CC - VAPOR BARRIER - 5 /e," DRYWALL FIRST LEVEL T.O. SLAB 5r-0T10N-r-X15T1N(57 C2 SCALE: V4" = I'-C" O1 2 4 feet '0 MATCH 'URAL RUCTURE 50 AUC-72010 DRE3 5ubmittol GPSL Architects, p,c, 2009 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE c Framing Notes DESIGN CRITERIA: SCHUTS REMODEL (NORTHWOODS F8) JOB #: 1008 1. Joist to sill or girder 1. Exterior walls: toenail A.F.G. ABOVE FINISHED GRADE A. /U| exter walls are 2x6 studs @ 1O" o`c to o maximum h t of 12,-6" 2x6 studs @ 12" Roof Live Load (Snow) -------------------------------- DU/1OO P�f ADJUSTABLE nc to / moximum hoight of 14'-O" and /M-2xO studs @ |~ to o maximum height of '' - `-' Roof Dead Load ------------------------------------ 15 paf ANCHOR . " 17 " un|ono otherwise noted Walls taller than 17-4^ shall be framed with manufactured F|oor Floor Live Load ------------------------------------- 4O pof Dead Load ------------------------------------ 1� 2 - 3" 14 gage staple ' laminated studs. Contact engineer for spacing requirements, if not indicated on plan. Coo |o ' r ~~' ' ' ' Deck paf Live Load ------------------------------------- 10O typical face nail with o double top plate installed to provide overlapping at corners and at intersections with Deck Pof Dead Load ------------------------------------ 15 paf BOARD other partitions. |f overlap is not possible, strop top plates with metal strop ties (Simpson ' ^ ` W 3 Second Gust) -------------------------------- SO mph (Exp. B\ ` ' 3 - 16d per 16" ST292 or equivalent). � / Seismic: BLKG. B. B Gable-end wo||a shall be balloon-framed to the bottom of rafters or end-wall trusses unless WAl Occupancy Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - U BM. approved by engineer. 2 - 16d common Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - B BO7. C. Floor or roof framing members must be aligned to boor within 5 inches of the studs MIN. Site C|oao - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - D 3 - 3" 14 gage staple th beneath. 8. Stud to sole plate SS --________________________________________ 0.284 toenail D. Provide 7/10" thick APA rated sheathing (plywood or OSB\ rated 32/16 exposure 1, at NOM. S1 ---------------___________________________ 0.068 CANT. exterior face of exterior walls. Block all horizontal j and nail panels with Dd nails IBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 2008 NORMAL WEIGHT spaced at 6" along panel edges and at 12" along intermediate supports. end nail 0.C. ON CENTER E. Provide / 2x1O headers over all dour and window openings, with one 2x6 thrnrner and one CONCRETE MASONRY UNIT 3 - 3" 14 gage staple OPENING 2x6 king stud each end, unless otherwise indicated. SPECIAL INSPECTIONS: ORIENTED STRAND BOARD F. At beam bearing locations in stud woUa, provide multiple-stud posts equal to width of CEILING R PLATE bearing member unless noted otherwise. o. Special inspections ahoU be provided according to IBC Section 1704.1 for structural steel typical face nail 2. Interior Load Bearing YVoUo: CLEARANCE welding and bolting. POCKET A. Interior load bearing *oUo are 2x4 or 2x6 studs indicated on @ 16" o.o. with 1/2" b. The structural engineer does not provide special inspections. Periodic observations of 8 16d common gypsum wallboard both sides unless noted otherwise. Cop with o double top plate installed CONCRETE construction by the structural engineer are not to be considered special inspections. RADIUS to provide overlapping at corners and at intersections with other partitions. If overlap is not 12 3" 14 gage staple typical face nail REF 11. Blocking between joist or rafters 'b|o, strop top plates with rnoto| strap ties (Simpson 3T282 or equivalent). FOUNDATION DESIGN: RE|NF. B. Floor or roof framing members must be aligned to bear within 5 inches of the studs CON3T. CONSTRUCTION 3 - 3" 14 gage staple beneath. o. Design vi of existing footings is based on o rnoxirnuno oUowob|o bearing pressure of 4000 toenail C. Provide x10 headers over all openings in wo|| with one 2x4 or 2x6 trimmer and one `xk|ng C.W. live load), booed on the oriodocuments. oonotruotion documents. oof (dead load plus fufull � REV. 2x4 or ' stud each end, unless noted otherwise. b. New footings ahoU be placed on the natural undisturbed soil, or compacted structural fill Per 2 - 16d common D. At boorn bearing |000tjnna in stud wo||a, provide multiple-stud posts equal to width of DET the recommendations of the geotoohnino| engineer, below frost depth. SCHED. bearing rnmrnbmr unless noted otherwise. C. A representative of the geotechnical engineer shall verify soils conditions and types during 14. Continuous header, two pieces 3. Floor Construction: 16" o.c. along edge excavation. Report any discrepancies from original findings to structural engineer for 4 - 8d common A. Provide 3/4" thick ApA rated Sturdifloor rated at 24" o.c. tongue and groove exposure 1. 19. Rafter to plate re-evaluation of foundation design. toenail Glue and nail panels to all supports with Od nails spaced at O" along panel edges and at 12" REINFORCED CONCRETE: EACH along intermediate supports. |notoU sheathing with long dimension perpendicular to j and 16d common 24" o.c. EXPANSION JOINT d joints staggered. o ' Concrete design is based on the "Building Code Requirements for Reinforced Concrete" /AC) ` ELEVATION B. Provide solid blocking between floor j at all bearing locations. Blocking material shall 29. Joist to band joist 318\ as adopted by Chapter 19 of the 2009 IBC. face nail match the floor joist material. . 4 Roof Construction: ' b ' Structural concrete ohoU have o rn�nirnurn 28-day oonnpnaaaive strength of 3OOO psi. ' EQUIPMENT ' A Provide �/R" thick APA plywood sheathing rated 4 exposure 1 Install sheathing with A. - ~/�~` ' C. o Concrete oho|| be proportioned using Type H| sulfate-resistant �onnont Admixtures containing '' ' EQUIVALENT ' long dimension perpendicular to rafters or trusses and end joints staggered. Nail with Od �- d ' chloride ao�to shall not be used. ' Cold weather concreting procedures �h�|| be provided oa recommended in the EXISTING ° " nails spaced at G along pone) edges and at 12 along intermediate supports. TOP /b BOTTOM EXISTING B. Plywood sheathing aho|| be applied continuously over the primary roof members (rafters or n. Anchor bolts for wood aii p|otoo ohoU be placed at 4`-0" rnox|rnurn spacing with one anchor EXPANSION trusses) below overfrornod orooe to provide adequate |otoro| atobi|ity TOP OF bolt at 12" from each end or corner and o minimum of two anchor bolts per piece. EXTERIOR C. Provide wind/seismic anchors at supports for all roof joists and trussed rafters. Sea nailing t Concrete coverage for reinforcing steel: FLOOR DRAIN schedule. TOP OF FOOTING 1 ' Concrete 000t against and permanently exposed to earth: 3" FOUNDATION D. Provide solid blocking between roof rafters, trusses and lookouts at all bearing locations. TOP OF LEDGE �. Concrete exposed to earth or weather: FLOOR Blocking rnoteho} ahoU rnotoh rofto� truss chord, or lookout rnotorio) ' ' TOP OF MASONRY 1/" A �5 bor ond arnoUer 1 9 /^ FRAMING 5. Wind Bracing: TOP OF WALL " " 2 FOOTING A. Walls over 4 feet long which are sheathed with gypsum wallboard on both faces and are THROUGH B ' B. �v through �n G bar GAUGE indicated as shear walls on okln have been designed to resist wind forces in 0000rdonoo with TRANSVERSE �. Concrete not exposed to weather or in contact with ground: GALVANIZED Table �5O�` 7 of the 2OOS IBC. - TREATED A A Slabs, woU� joists /�91 bar and �nnoUor\ 3/4'' . ' ' /v `^ / / ' GENERAL B At shear *oUo ' ncrew 1/?" gypsum wallboard to all studs and to top and bottom plates with � TUBE STEEL COLUMN �o�unnno 1 / 1/2" B. Beams B GLUE-LAW '- x 1 1/8 d U screws at 7 " rnoxinounn spacing. TYPICAL GYP. GYPSUM/GYPCRETE C. Exterior plywood or OSB wall sheathing in required unless specifically deleted by engineer. REINFORCING STEEL: HDR. HEADER o. Detailing, fabrication and placement of reinforcing steel ahoU be in accordance with the ACI STRUCTURAL GLUED LAMINATED TIMBER: HORIZONTAL Manual of Concrete Practice. VERIFY IN FIELD HSS b. Except where otherwise noted on the drawings, reinforcing bars shall conform to ASTkJ a. h|oteho|a manufacturer and quality control ahoU be in conformance with A|TC Product HEIGHT Specification A615 and uhoU be grade OO except ties, field bent bars where permitted by note WATERPROOF Standard PS 66_02 "Structural Glued Laminated Timber". INTERIOR on plan, or bona to be welded, which ahoU be grade 40. b. Laminated members aho|| be fabricated using Douglas Fir with the following combination C. At oo|iooe. lop bars 44 diameters. Do not vvo|d or use rneohonioo| splicing devices unless WOOD symbols: JOIST specifically opprowyd by engineer. WITH 1. 24F-V4 Simple-span beorna d. Welded wire fabric shall conform to ASTM Specification A-185. Lap welded wire fabric o WITHOUT 2. 24F-V8 Continuous or cantilever beorna rninirnurn of one full rn*oh plus two inches. Laps aho|| be wired together. 3. 3 Columns e. Epoxy adhesive for reinforcing dowels shall be "Hilt|" or "Simpson" or approved equivalent C. All members shall be Architectural Appearance Grade, un|ooa indicated otherwise by the adhesive systems. Minimum ennbedrnenta, if not specifically indicated on the drnwinga, eho|| architect. be according to the manufacturer 'o specifications. d. Protect nnonnbero from damage or exposure to moisture prior to and during construction. f. Metric bar size conversion table: e. Adhesive aho|| meet the requirements for wet conditions of service. METRIC #10 #13 #16 #19 #22 #25 #29 #32 #36 t Do not comber |orninotwd members unless indicated on the drawings. INCH-POUND #3 #¢ #5 #O #7 #8 #0 610 #11 g. Portions of glued-laminated timbers that are exposed to weather and not protected by o roof or similar covering oho|| be pressure treated or be manufactured from naturally decay STRUCTURAL WOOD FRAMING: resistant wood. o. Except where noted otherwise, all 2" nominal lumber, except studs, aho|i be Douglas Fir-Larch STRUCTURAL STEEL: and better, and all solid timber beorna and posts 3" nominal and wider aho|| be Douglas Fir Lroh o - f�. o ' Structural steel aho|) be detailed, fabricated and erected in accordance with the most current b ' Studs shall be Stud grade and better Douglas Fir-Larch or Henn Fir ' editions of A|SC Specifications and Code of Standard Practice. C. Built-up posts eho|| consist of Douglas Fir-Larch or Hem Fir #2 or better 2x4 or 2»6 studs b. Structural steel W ahopee aho|| be ASTM A902. Other rolled mhop*n including p|otnn and per plan and shall be nailed together with 2 rows of 16d nails @ 0 on center along each angles aho|| be ASTM A30. Round or rectangular HS3 shapes aho|) be ASTM A500 grade B. stud. C. All bolts used in steel framing shall conform to ASTW Specification A325. Anchor bolts and d. Built-up beams consisting of multiple 2x members aho|| be nailed together with two rows of bolts used in timber connections may be ASTM A307. Bolt sizes shall be 3/4" diameter ' 16d nails op000d at 12" on center, or with two rows of 1/2" diameter thru-bolts spaced at unless noted otherwise. 24" on center. d. Typical framed beam connections oho|| onno|ot of pairs ' ~ ' maximum m. Top and bottom plates aho|| be Douglas Fir-Larch or Hem Fir #2 and batter' Plates P|o«*d number of bolts called for in Table ||_A of the A|8C k4onuo|/A3D Ninth Edition). p�� u ' directly on concrete wo||e or a|obo aho|| be r a re- treated Henn Fir #2' e ' ` Bo|ts used in structural oteol framing nho|| be the brook-ofbreak-off, tnrque- indiooting type, or special t Ledgers attached to concrete *o||u shall be treated Hem Fir ^ �2 or if LVL material is used, ' inspection aho|| be provided as required by the building inspector. aho|| have o continuous waterproof membrane between the concrete and the wood. t Expansion bolts aho|| be wed tvoo "Hi|ti" or "Rawl" or "Sirnpaon" or approved equivalent with ' g. rn in concrete or masonry walls shall bear on a treated Wood beams bearing in beam *'�� o '''~~~''' ^' ~' 2x6 bearing block. Provide 1�' clearance aro end of wood boono Block against sides of ' 1 diameter ---- 2 1/� " '/�, - beam pocket with treated 2x blocking to provide lateral support for beam. 2 5 � diodiameter ---- � , ' h. Beneath solid or built-up columns noted on plans, blocking of area equivalent to column ' / above oho|| be provided within floor joist eponea and in w spaces below. Door or window ' , 3. 3/4' diameter ---- 4 trimmers consisting of o single stud do not require special blocking in the joist space. f. , , "Rawl" "Simpson" Epoxy anchors oo||*d for on the drawings aho|| be E000n or or S|rnpoon or approved i. Except as noted othervviee, rninlrnurn nailing shall be provided as specified in the "Nailing equivalent anchor eyotmrna. Minimum ernbodnnonta, if not specifically indicated on the 3ohadu|e" on the drawings /2OO8 IBC Table 2304.0.1\. drawings, aho|| be according to the manufacturer's specifications. j. Bolts used for wood framing connections aho|| be in with standard washers and nuts. g. All welding shall be done by on AYY3 qualified welder. k. Unless noted otherwise, ste connectors such as those manufactured by the Simpson h. Delay painting ithin 3" of field welds until welds are completed, oho|| b� used to join rafters, joists or boorna to other b*orno at flush-framed Company ' - i. Where corrosive soil conditions exist, steel ong|oo that are used to support exterior stone conditio Use all specifie nails. Con conditions not otherwise noted uho|| utilize Type veneer aho|| be galvanized and aho|| be attached to the foundation with galvanized or stainless U or Type HU hangers of o size specifically designed for the nnornber supported, as shown in steel expansion anchors. the manufacturer's published tables. Contact structural engi for details as required. i All grout beneath column boao p|otae and steel beams at bearing ahu|| be non-shrink, |. Wood nailer o|oteo installed on steel beams or concrete wo|o for top-flange hangers oho|| be non-metallic type grout. Grout mho|| have m rnin|rnurn compressive strength of 2500 poi. ripped to rootoh the width of the wo|| or beam flange. Nailer plates supporting top flange hangers from one side only aho|| be installed flush with the f000 of wo|| or beam flange at GENERAL REQUIREMENTS: M. ' the hanger locations. ' Manufactured joists ohm|| be from on approved manufacturer and aho|| be equivalent in |nmd '`i- o ' Structural erection and bracing: The structural drawings illustrate the completed structure ' carrying capacity and deflection criteria to BC| 8000 series joists in the depths and spacings supported w ith all elements in their �no| positions, properly x�Pp» and braced. The contractor, in indicated on plan. Provide blocking, bracing, web atiffenera and other ocoonomr|eo as required the proper sequence, oho|| provide shoring and bracing as may be required during construction by th e manu DSB rims aho|| be APA Performance Rod Rim Board material. to achieve the final completed structure. Contact structural engineer for consultation /not in n. Laminated veneer lumber /LVL\ aho|| have the following rn|nirnunn properties: contract) as required. 1. Flexural stress ---^--'-------------------- 2000 psi b. Existing structures: Contractor aho|| be responsible for verif dimensions, elevations, 2. Modulus of a|omtio|ty ----------------------- 1'800.000 poi framing, foundation and anything else that may affect the work shown on the drawings. 5. Tension poro||e| to groin --------------------- 1850 poi Underpinning, shoring and bracing of existing structures oho{| be the responsibility of the 4. Compression poro||e| to groin ----------------- 2310 psi contractor. 5. Compression perpendicular to groin (parallel to glue line\ 750 psi d. Dimensions: Check all dimensions against architectural drawings prior to construction. Do O. Horizontal shear ------------~-----------_^ 285 psi not ouo|e drawings. 7. Connection of multiple-member beams: e. Construction practices: General contractor is responsible for means, methods, techniques, A. Top-loaded beorna sequences and procedures for construction of this project. Notify structural engineer of i\ For noornbera 12" deep or |eoa nail each rn*rnb*r to the next with 2 rows of omissions or conflicts between the working drawings and existing conditions. Coordinate ' / " o o 18d nails 12 requirements for mechanical/electrical/plumbing penetrotiVna through structural elements with at ' ' " ii\ For members greater than 12 deep, »�i| each member t» the next with 3 structural engineer. Jobsito safety in the oo|o responsibility of the controotor. All methods used for construction aho|| be in accordance with the |oto editions of the IBC. � - - rows of 1Od nails at 1� no ' ' � Details not apeoi�oo||y shown on the drawings oho|| be constructed in o manner similar to the B. Side-loaded beams details that are shown for like conditions. These items nho|| be brought to the attention of i\ For two or three member boonoa, no|| each member to the next with 3 rows the structural engineer as soon as possible for approval. Approval aho|| be obtained prior to of 16d nails at 12" u.o. installation. ii\ For four member bnornn, bolt through with 2 rows of 1/2" diameter bolts at g. All waterproofing and flashing is the responsibility of the architect and contractor. 12" o.c. h. It is the responsibility of the contractor to contact the structural engineer at the appropriate iii\ For members consisting of more than four members, contact structural time to perform site observation visits. Observation visits to the 'obaite by the engineer are ' engineer for determination of general conformance with the construction documents and shall not be p. All lumber used in construction shall have a nooxirnurn moisture content of 19%. construed as inspection. q. Drive pins specified on u|on aho|/ be powder actuated fasteners by Rornoet Powers, Hi|ti or i. Though every effort is made to provide o complete and o|oor set of construction documents, opproved equivalent. Fa and load size aho|| be determined according to manufacturers discrepancies or omissions may occur. Re|ooa* of these drawings anticipates cooperation and recommendations for materials being attached. continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of o qualified contractor experienced in the construction techniques and nyat*rna depicted. 2009 IBC FASTENING SCHEDULE* *THIS IS A PARTIAL SCHEDULE. SEE IBC TABLE 2304.9.1 FOR FULL SCHEDULE LAM. LAMINATED A.F.F. 1. Joist to sill or girder 3 - 8d common toenail A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL 3 - 3" 14 gage staple ADJUSTABLE 2. Bridging to joist 2 8d common toenail each end ANCHOR LTWT LIGHTWEIGHT APPROX. 2 - 3" 14 gage staple LVL 6. Sole plate to joist or blocking 16d at 16" o.c. typical face nail LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM Sole plate to joist or blocking at braced 3 - 16d per 16" braced wall panels MECHANICAL BLKG. BLOCKING WAl MATERIAL BM. 7. Top plate to stud 2 - 16d common end nail BO7. BOTTOM MIN. MINIMUM 3 - 3" 14 gage staple BOTTOM OF WALL 8. Stud to sole plate 4 - 8d common toenail BEARING NOM. NOMINAL CANT. 3 - 3" 14 gage staple N. W. NORMAL WEIGHT 2 - 16d common end nail 0.C. ON CENTER CMU CONCRETE MASONRY UNIT 3 - 3" 14 gage staple OPENING 9. Double Studs 16d at 24" oc. face nail ORIENTED STRAND BOARD CLG. CEILING R PLATE 10. Double top plates 16d at 16" o.c. typical face nail CLR. CLEARANCE PK'[ POCKET 3"14 gage staple at 12" o.c. COLUMN Double top plates 8 16d common lop splice CONCRETE RAID. RADIUS CONN. 12 3" 14 gage staple typical face nail REF 11. Blocking between joist or rafters 3 - 8d common toenail RE|NF. REIN R}RCE/RE|NFORCEMENT CON3T. CONSTRUCTION 3 - 3" 14 gage staple REQUIRED 12. Rim joist to top plate 8d at 6" (152mm) o.c. toenail RETAINING C.W. CRIPPLE WALL REV. REVISION DBL. 13. Top plates, lops and intersections 2 - 16d common face nail DET DETAIL SCHED. SCHEDULE 3 - 3" 14 gage staple DIAGONAL 14. Continuous header, two pieces 16d common 16" o.c. along edge 16. Continuous header to stud 4 - 8d common toenail 19. Rafter to plate 3 - 8d common toenail SIMILAR 3 - 3" 14 gage staple EACH 23. Built-up corner studs 16d common 24" o.c. EXPANSION JOINT SPEC. SPECIFICATION ELEV. ELEVATION SQ. 29. Joist to band joist 3 - 16d common face nail STD. STANDARD EQUIP. EQUIPMENT 5 - 3" 14 gage staple STEEL NOTES: For SU: 1 inch = 25.4mm. 2 3/8^ x 0.113^ nails and 3^ x 0.131^ ncWa are standard 8d and 10d Gun noKu o. Common or box nails one permitted to be used except where otherw stated. b. Staples nhoU have o minimum crown width of 7/15 inch. 1 901' ^ A.B. ANCHOR BOLT LAM. LAMINATED A.F.F. ABOVE FINISHED FLOOR LLH LONG LEG HORIZONTAL A.F.G. ABOVE FINISHED GRADE LLV LONG LEG VERTICAL ADJ. ADJUSTABLE LONG|T LONGITUDINAL ANCH. ANCHOR LTWT LIGHTWEIGHT APPROX. APPROXIMATELY LVL LAMINATED VENEER LUMBER ARCH. ARCHITECT LSL LAMINATED STRAND RIM MATERIAL BD. BOARD MAX. MAXIMUM BLDG. BUILDING MECH. MECHANICAL BLKG. BLOCKING WAl MATERIAL BM. BEAM MANUF. MANUFACTURER BO7. BOTTOM MIN. MINIMUM B.O.W. BOTTOM OF WALL NEW BRC. BEARING NOM. NOMINAL CANT. CANTILEVER N. W. NORMAL WEIGHT C.J. CONTROL JOINT 0.C. ON CENTER CMU CONCRETE MASONRY UNIT OPNG. OPENING CEM. CEMENT (}SB ORIENTED STRAND BOARD CLG. CEILING R PLATE CENTERLINE PLYWD. PLYWOOD CLR. CLEARANCE PK'[ POCKET COL COLUMN R.O. ROUGH OPENING CONC. CONCRETE RAID. RADIUS CONN. CONNECTION REF REFERENCE CONT. CONTINUOUS RE|NF. REIN R}RCE/RE|NFORCEMENT CON3T. CONSTRUCTION REQ'D REQUIRED C. P. CRIPPLE POST RET RETAINING C.W. CRIPPLE WALL REV. REVISION DBL. DOUBLE R.S. ROUGH SAWN DET DETAIL SCHED. SCHEDULE D|AG. DIAGONAL SECT SECTION DWL. DOWEL SHT. SHEET DWG. DRAWING Sim. SIMILAR EA. EACH 3.}.P. STRUCTURAL INSULATED PANEL E.J. EXPANSION JOINT SPEC. SPECIFICATION ELEV. ELEVATION SQ. SQUARE ENG. ENGINEER STD. STANDARD EQUIP. EQUIPMENT 3TL STEEL E{}U|\( EQUIVALENT STRUCT STRUCTURAL EX3TS. EXISTING T&B TOP /b BOTTOM EXISTING T&& TONGUE &o GROOVE EXP. EXPANSION T.O. TOP OF EXT. EXTERIOR T.O.C. TOP OF CONCRETE F.D. FLOOR DRAIN T.O.F. TOP OF FOOTING FDTN. FOUNDATION T.O.L. TOP OF LEDGE FLR. FLOOR T.O.M. TOP OF MASONRY FRMG. FRAMING TO.YK TOP OF WALL FTO, FOOTING THRU THROUGH 8A. GAUGE TRANSV. TRANSVERSE GALV. GALVANIZED TRTD. TREATED GEN. GENERAL T8 TUBE STEEL COLUMN G. L. GLUE-LAW TYP. TYPICAL GYP. GYPSUM/GYPCRETE U.N.O. UNLESS NOTED OTHERWISE HDR. HEADER VERT. VERTICAL HOR{Z. HORIZONTAL V.I.F. VERIFY IN FIELD HSS HOLLOW STEEL SECTION W.F. WIDE FLANGE HT HEIGHT W.P. WATERPROOF INT. INTERIOR W.W.F. WELDED WIRE FABRIC INV. INVERTED 00. WOOD J3T JOIST VY WITH K KING STUD W/o WITHOUT ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH PRESSURE-TREATED LUMBER SHALL HAVE A SikdP3DN ZWAX DR HDG FINISH AND SHALL BE ATTACHED WITH FASTENERS THAT ARE GALVANIZED PER ASTN A153. CONTACT ENGINEER FOR ALTERNATE USE OF BARRIER MEMBRANES. CONNECTION SCHEDULE TOP FACE JOIST L O Co 0 co = � -� _ TYPICAL PLUMBING/MECHANICAL HEADER |-JOIST OR LVL HEADER TO MATCH DEPTH OF FLOOR JOISTS PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED ON PLAN w1r. TYPICAL WINDOW/DOOR HEADER SEE FRAMING PLANS FOR HEADER SIZE W 00 L O Co 0 co k. designed by KRIVI drown by MTN checked by TDH issued REVIEW 08/26/10 PERMIT 08/30/10 sheet st JOB #1 008-02 ' | | i ' � | | _____________________-_�' | -------� _________________ ---- ---- ! ----�--��----���-------�� | | �_____�___�____—�_�_______ _ \ | | | _{\ \ ^- --- --- --- \ . \ | \ | | \ ' \ | |) \\ \ | | | | | ' | / |L___________________________�� | | | __ � ______________________ � | ' O �--------- ' | _� �__ | | ' / | � ' � | | | } DYYL /N\ CONC. WALLS TO (F) � | | ' � W/ #5 u_LS. ^ 24 E,u".uu INTO V'Ox4' MULL5 @ l2' 0 L� | AND `-/ ~''L~' IN FT—, ' Y' ' ' | . | \^o / / | l[CiYV AND T.O.F. TO BE � DETERMINED BY (E) GRADE ' � | `-` | | | | � ' *nu uunmu | � | | | S SEE DETAIL ' � | ELEVATIONS, | I . � | -- --- --- --- --- --- --- --- --- --- -� ' O� | L��J | �^` / --------------------- | ----------------------1 i | 10T O | � ' | TO.(B�� | ' | `-' � ' | � | ' ! ' | ' F - ---------------- ' | | | � | � [----------------1 � / � / �_________________ ----------------�| l | | | � | / 4" CONCRETE SLAB ON 4" CLEAN T.O.W. | GRAVEL BASE ON COMPACTED T. ^^' " 7'- " � | STRUCTURAL FILL PER SOILS ( ATCH EX|STNQ) | ENGINEER. REINFORCE SLAB WITH OxO-�' ��.4 WELDED WELDED WIRE E FABRIC | � | | ________________ | THROU 1-1 (----------��--------- | 16 PLAN NOTES 1. ELEVATIONS OF CONCRETE FOUNDATION ELEMENTS INDICATED ON PLAN THUS: TO.YK=TOP OF CONCRETE WALL TD,F.=T0P OF CONCRETE FOOTING THESE ELEVATIONS RELATE TO 100'-0 AS A REFERENCE ELEVATION AT THE LOWER FLOOR SLAB, AND DO NOT REFLECT ACTUAL SITE ELEVATIONS. 2. TOP OF FOOT ELEVATIONS ARE BASED ON FINDING ADEQUATE SOIL BEAR CONDITIONS AT THAT DEPTH. CONTACT ENGINEER IF OVEREXCAVATON IS REQUIRED. 3. CONTINUOUS CONCRETE FOOTINGS ARE CENTERED BENEATH CONCRETE FOUNDATION WALLS UNLESS NOTED OTHERWISE. 4. CONCRETE FOUNDATION WALLS ARE 12" THICK AND CONTINUOUS FOOTINGS ARE 8" THICK x 18" WIDE UNLESS NOTED OTHERWISE. 5. DD NOT SCALE DRAWINGS. O. EXISTING CONSTRUCTION IS INDICATED THUS /-----------\, NEW CONSTRUCTION IS INDICATED THUS ( \ U| U � |� U �M |� . � U - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ______________________\` Jill Jill 1101 Jill . \ | � E U4--------------- --- --- --- --- --- --- --- --� | /N\ WALL BB-O0( 2x0 STUDS @ 16" Y PLYWD. OR OBB SHEATHING PLAN NOTES 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS:���� 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0 NON-CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: ED 3. ALL POSTS ARE LABELED AT THE TOP. 4. EXISTING CONSTRUCTION IS INDICATED THUS /------------\, NEW CONSTRUCTION IS INDICATED THUS / ' 1 /z1" = 1'--[) - C 5 0 0 Co Co 0 Co Co cc CID designed by KRIV1 drawn by MTN checked by - TDH issued REVIEW 08/26/10 PERMIT 08Z30Z10 sheet - 5 2 JOB #1008-02 14 13 1 S5 S5 ( I 1 ( 11 ¢ v ► i =� ___ Li I { {I ► N @ �— I , o III � ---- �3 Fz- - ® - - -- 1111 _C2 I Li I I I II EXSTG. 3)/8x16)2 G.L. II I - - - �-- - - J il l I _.jL _JL__ - - - - --� iL� II —��_11 I f I ® I► ___ IT F x FFJ 1 /4x14 LVL _ (( I { I I FL_ __4 _ __ {N) CENTER POST _ _ u ABOVE FOR SPIRAL I T w e STAIR — i-� --� _ - -� Ff -1 fi I F--- — H -h-- -- M I I ► -I { ► - !� L --- ______ 6 S5 i" PLAN NOTES 1. INTERIOR WOOD STUD BEARING WALLS ARE INDICATED ON PLAN THUS: 2. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ■ NON - CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: 3. ALL POSTS ARE LABELED AT THE TOP. SCALE: 1 /4" = V -0" 4. EXISTING CONSTRUCTION IS INDICATED THUS (- - - - - - ), NEW CONSTRUCTION IS INDICATED THUS ( ) NOTE: CONTACT ENGINEER IF CONCRETE HEADER EXISTS 12 S5 (2) -1 ' /4x9)2 LVL II IL I► I► it II it ( 11 i i s5 it II �_7 _F I T _F T T 1 it I I I I I I I I I I, I ,I ► I � T � ,I IC1 5x 3.9 BO ED TO E G L. I — I 1 11 ANT. �X T�. 6 x16�/2 I �II� IIIIIII�`II ,III I I I I I I I I I� II III V I I I II. I I I I ! 111 1 I I I I I I I I � I ,1I 1, 1 1 1 1� 11 ; I► EX T 10 TJI s C 16 0. C, ► I 9 10 ; I IIII I I 1 1 S5 S5 IIII ( I I 1 I , I II ! I I 1 1 1 1 3 1 V II I ( 1 1 X T. 6 /4x13 2 G.L. I- I t t - I I ; I,I I I I I I 1►I 1 I I I ;'�' I II I I I I I II I f ,II 1 1 ; I I I F lu I I I I I 1 1 11 ,11,1 i t I J J , I II 1 1 1 1 1 1 1 1 1 11 (2)- 1 LVL 1111 I I I 1111 I I ; I 1 I I I ; 1 1 I I 6 I i► I I I vl 1 1 1 1 1 1 1 1 1 1 , I S5 l ( I I ( I I I I I i►, 1 1 1 I, 1 1 1 1 1 1, II I II I ( ( I 8 I I 7 I I{ , S5 I „ I I 1 I I I I I I I E STG. 6 G.L IL 1 I I►) I I ( I I I 11 I I ( 11 Ili i III 1 I� I ( I I I I I I 1 I II i O �� O I� -_ _ J� ___ — U r i l - - _ - - _ - _ - - - - `L + � I (2) -1 %4x9Y2 LVL's NOTCHED I TO 5)2 FOR CANT. JOISTS I ) 1 LVL's @ 16 ", I w SISTERED TO (E) TJI's {� 1 (RIPPED AND RIPPED TO 4" AT ; I LVL RIM CANTILEVER 1 { 111 1 I ,E I I I(I ti i 1 , i L_'�_. `= -- `vex------- - --- _— _ —_ —_ —� i' PLAN NOTES R FRAMING PLAN SCALE: ,i <• = r -a 1. POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: ■ NON - CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: 2. ALL POSTS ARE LABELED AT THE TOP. 3. "o " INDICATES CONNECTION TYPE - REF. S1 FOR SCHEDULE. 4. EXISTING CONSTRUCTION IS INDICATED THUS (- - - - - - ), NEW CONSTRUCTION IS INDICATED THUS ( C4 s;, N s 13 D C j OQ 2 ¢ ev 3" °° o v U ¢ 00000 z r ()0)0) a�r� (1� N 0) cm � Ld Z -. "�� -COQ U Z� U F) �L In 2rn� '' o`�a)a) M 0°0)0) 0 m NIC U) J O Q Cf) H F --� C) C� designed by KRM drawn by M TN checked by TDH issued REVIEW 08/26/10 PERMIT 08/30/10 sheet 3 JOB #1008 -02 1 ") lip, � TYP � ��| N ME ---- __U~ x9) JLVL @hO" � � 14 ?1 . — 0) Lj L I I m A 02" BCI 6000 ` / | 8 �. � -- —]^' /| ____ -- - — -- '�___ __ ____ __ __ _JU —/ �� | |' /!I | � I I I '| �. � � � ' | � . � /|| � | � \ � . ) |n ~ � �� /� | | � � ��_____ _� L — — — — — — — — — CANT. JOISTS, TYP. 3 _ S5 00 �x �no � � � � � m |`^ 4 _ 35 FIFTH FLOOR FRA ffim���Aqg SCALE: V ~^^~`'`—^—` ' PLAN NOTES 1. POSTS BEU}VY (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INDICATED: 0 NON—CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: Z SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: 1 2. ALL POSTS ARE LABELED AT THE TOP. 3. FLOOR SHEATHING IS z/" TONGUE AND GROOVE APA 3TURD|FLOOR' EXP.1' SPAN RATING 24O.C. 4` /XXX`—XX"\ INDICATES TOP OF STEEL BEAM ELEVATION. WOOD BEAMS AT THIS LEVEL EXCEPT HEADERS, ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED). 5. "��" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. u 0. EXISTING CONSTRUCTION IS INDICATED THUS /------------\. NEW CONSTRUCTION IS INDICATED THUS / |� /��h`/P| uy/''` '/ J � � | | � | | | | ' � � � \ � L | |^0 | | | |^ |^U | | | .� . . . |^ --- --- --- --- --� | | | | | | | | | | | | | || | | | | | | | . � | | | | | | | | \ ' | \ JS ETC�|5 L. | . . � . | | | | | | | | | | | | | | ||| ' | | | i | 16" | E �STG. / 12" �� ��C. | | \ | ' � | | ) = L_ | I | _]_ _[_ _[_ !__ [__I___� _] 1Y OSB STRUCTURAL SUB—FASCIA TO BE CONTINUOUS WHERE INDICATED, TYP. (MATCH EXSTS.) POF FRAMIN v , 1) PLAN c�(��| �' 1 /z1 �� 1 —O SCALE: . / . . .~ PLAN NOTES FOR NEW FRAMING: 1. NEW POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ARE INDICATED: N EXISTING POSTS BELOW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE !ND|CATED:jm NON—CONTINUOUS POSTS FROM ABOVE OR CRIPPLE POSTS ARE INDICATED: ED SINGLE STUD TRIMMERS THAT DO NOT REQUIRE BLOCKING BELOW ARE INDICATED: N 2. ALL POSTS ARE LABELED AT THE TOP. 3. NEW ROOF SHEATHING |3 !Y�' APA RATED SHEATHING, EXP.1 SPAN RATING 40/20. 4' "0" INDICATES CONNECTION TYPE — REF. S1 FOR SCHEDULE. 5. NEW ROOF BEAMS, EXCEPT HEADERS, ARE FLUSH FRAMED UNLESS NOTED AS (DROPPED). O. ALL NEW ROOF RAFTERS ARE: 11 B0| GOOO 1.7u @ 16", TYPICAL, UNLESS NOTED OTHERWISE. 7' EXISTING CONSTRUCTION |3 INDICATED THUS /------------\, NEW CONSTRUCTION IS INDICATED THUS / || |� co 0 0 Co 00 0 Co Co designed by KRIM drawn by MTN checked by TDH issued REVIEW 08/26/10 PERMIT 08/30/10 sheet � I j_ d 4 JOB #1008-02 || |� WY T.O.F. Y2" PLYWD. OR OSB SHEATHING IN CONT. TREATED 2x6 (MATCH EX3TG.) 2 PERIMETER DRAIN- PER SOILS ENGINEER Y2" EXP. WATL TYP. 4~ CONC. SLAB PER PLAN 1O'O T.O. SLAB ~r -----~-- (MATCH EXSTG.) /1\-#5 CONT. HOR|Z. @ MID-HT. #5 DWLS x @ 4O O.C. 'a CONT. HOR|Z. TOP & BO'[ SCALE: 3/4 = 1 Y2" PLYWD. BOTH SIDES, CONT. COL. " )° � ( 4. Y2" EXP. WATL TYP. 4~ CONC. SLAB PER PLAN 1O'O T.O. SLAB ~r -----~-- (MATCH EXSTG.) /1\-#5 CONT. HOR|Z. @ MID-HT. #5 DWLS x @ 4O O.C. 'a CONT. HOR|Z. TOP & BO'[ SCALE: 3/4 = 1 ' ^^ -^ -- r �-'--------��------ 1'� �4� -a . � � ` U , U ' U � (E) FTO. ' ^ 4 _L �_�_��_e- ~_ __^-_______-�_�_��_� | 1 | O" | 4'-0" | " l ' -O " / 4 " \--BASE R' Y W/ ( ! Y8"0xO" EPDXY ANCH.'o ON 1' MIN. SHIM 8c NON-SHRINK GROUT CONT. 2x NAILER DRIVE-PINNED TO TOP FLANGE BR8. R� �/4"v5Y"xO' 1O W/ 5/8"0x6" ^ MIN. SHIM & NON -SHRINK GROUT HSS COL. PER PLAN - -- -- -- -- �-- ` /E\ FDTN. WALL '' .z� 1y^ \ � ' | ° | \ \ | 1O' | SCALE: 3/4" = 1'-D" LAGS (ONE EA. SIDE OF WEB) ^ _ ^ RETURN, -` - . ` / ��mxm /� /F1 10" | / � E\ 6�Y4x1 Q.L--/' 1" RETURN, TY (N) STL BM. PER PLAN W/ CONT. h, DRIVE-PINNED TO TOP FLANGE JL4x4'Yx0'-=J /4\-%"0 THRL 2x6 STUDS @ 10" O.C. W/ Y2� PLYWD, OR OSB SHEATHING /2 BM. ---- /F1 2x6 STUD WALL- (N) HSS 3x3x COL _________________ _________________ (E) 16" |-JO|STS-J N\ HSS 3x5x:/1e C0_ (BEYOND) 1�/4x4" (RIPPED) LVL RIM END OF ( CANTILEVER ' BASE R^ Yq"xBW. VMDTHxO'-O W/ (2) -%"0 THRU-BOLTS NOTCH LVL's TO 4" \-/E\ 1O'' |-JOISTS / | | `' (2\-1�'�� LVL'a NOTCHED ' /\ ' ` / '°'`~'� � | /N\ YMOx20 HDR TO �� FOR CANT JOISTS ` / ' ~'� " L _J 1�xS�� LVL`a 3|3TERED T0 /E\ --/ � _ - `' >-JOISTS AND NAILED YY/ 10d /E\ O��x1T G.L.-� / NAILS @12" O.C. TOP & BOT CAP R� Y"xBM. VMDTHxY-O W/ /2\-%"0 THRU-BOLTS l ' -O " Y2" PLYWD. BOTH SIDES, CONT. COL. " )° � ( NON-SHRINK GROUT (ONE EA. SIDE OF T THRU-BOLTS @ 16" O.C. FIELD VERIFY GRADE ELEV. (E) SLAB _T A _T_ 44 EPDXIED INTO 01 ' ^^ -^ -- r �-'--------��------ 1'� �4� -a . � � ` U , U ' U � (E) FTO. ' ^ 4 _L �_�_��_e- ~_ __^-_______-�_�_��_� | 1 | O" | 4'-0" | " l ' -O " / 4 " \--BASE R' Y W/ ( ! Y8"0xO" EPDXY ANCH.'o ON 1' MIN. SHIM 8c NON-SHRINK GROUT CONT. 2x NAILER DRIVE-PINNED TO TOP FLANGE BR8. R� �/4"v5Y"xO' 1O W/ 5/8"0x6" ^ MIN. SHIM & NON -SHRINK GROUT HSS COL. PER PLAN - -- -- -- -- �-- ` /E\ FDTN. WALL '' .z� 1y^ \ � ' | ° | \ \ | 1O' | SCALE: 3/4" = 1'-D" LAGS (ONE EA. SIDE OF WEB) ^ _ ^ RETURN, -` - . ` / ��mxm /� /F1 10" | / � E\ 6�Y4x1 Q.L--/' 1" RETURN, TY (N) STL BM. PER PLAN W/ CONT. h, DRIVE-PINNED TO TOP FLANGE JL4x4'Yx0'-=J /4\-%"0 THRL 2x6 STUDS @ 10" O.C. W/ Y2� PLYWD, OR OSB SHEATHING /2 BM. ---- /F1 2x6 STUD WALL- (N) HSS 3x3x COL _________________ _________________ (E) 16" |-JO|STS-J N\ HSS 3x5x:/1e C0_ (BEYOND) 1�/4x4" (RIPPED) LVL RIM END OF ( CANTILEVER ' BASE R^ Yq"xBW. VMDTHxO'-O W/ (2) -%"0 THRU-BOLTS NOTCH LVL's TO 4" \-/E\ 1O'' |-JOISTS / | | `' (2\-1�'�� LVL'a NOTCHED ' /\ ' ` / '°'`~'� � | /N\ YMOx20 HDR TO �� FOR CANT JOISTS ` / ' ~'� " L _J 1�xS�� LVL`a 3|3TERED T0 /E\ --/ � _ - `' >-JOISTS AND NAILED YY/ 10d /E\ O��x1T G.L.-� / NAILS @12" O.C. TOP & BOT CAP R� Y"xBM. VMDTHxY-O W/ /2\-%"0 THRU-BOLTS l ' -O " WEB OR COL.) HSS 3xlY2xO'-10 WELDED TO n�!Fl 0)/2'.' CAP T AND C15 PLYWD. OR OSB SHEATHING id " " L5x3xY4xO'-4 EA. SIDE W/ 3 /4"0 AND G.L. fit (N\ LVL B�. PER PLAN-� �x | ' V� ' L-(E\ 10" |-JOISTS `/ 'n| � `' `/ . /\ k / \ �� ��__-J ``--/E\ OY4x13Y G.L. Y4" R BRC` SADDLE W/ /2\-�Y4"0 THRU-BOLTS = �To = U U U /F1 10" 1 -J0|STS---/ /N\ /2\-1%xO LVL BM.-/ ° " 2x6 STUDS @ 16" O.C. WY Y2" PLYWD. BOTH SIDES, PROVIDE BLKG. @1O" |N /N\ WING WALL DOESN'T BLOCK LVL's SOLID AGAINST ADJACENT STUDS (E) 10" I-JOISTS___ (E) STUD WALL | / Y4" KNIFE R W/ (2)- THRU-BOLTS CONT. COL. CAP R' Y",5Y'xO'_5Y HSS 5Y2x5Y2x'Y16 SEE PLAN FOR BEAM SIZES, TYP, LVL JOIST PER PLAN R' Y"v�Y"xƒ-D WV (2)-�Y4"0 THRU-BOLTS 1%xO2 LVL's PER PLAN 2x6 STUDS @1h" O.C. VV/ X2� PLY D. BOTH SIDES SCALE: 3/4 = 1'-O" .." ".°~ �,� c JOIST 19/4xf PER 2x6 STUDS @ 16" O.C. W/ Y2" PLYWD' OR OSB SHEATHING STl. BM. PER PLAN WV CONT. 2x T DRIVE-PINNED TO TOP FLANGE 2" ,- FOR .L."". NAILING SCALE: 3/4" = 1`-O" VERIFY RAFTER WIDTH APPROPRIATE HANGER " " |-JOIST AFTERS PER PLAN � o/�u oo/ `^` PLAN �"'` ``/ CONT. 2x R DRIVE-PINNED TO TOP FLANGE L-/E\ |-JOIST RAFTERS [ m [n > 00 W 0 . 0 < uo � 0 D 00 CC) � + u [ O ^ D .cx r- r- N 3i C14 0) m � 0 CID m Ld z [ in + In x < u< I- Q) (0 V) ] [ 0 � � z [ {} � 00m* 0 V) V') � L � 00 �� � � 0')0) 0 co �� � c» U_ � ��nw �>�� � ' Io-� desi b y KRM TN � d[OM0 by ','''` checked by .`'. TDA . issued |^� REVIEW 08/26/10 PERMIT 08Z30/10 I sheet RAFTERS PER V` '--- -' PER PLAN PLAN " )° � ( (ONE EA. SIDE OF T THRU-BOLTS @ 16" O.C. " " L5x3xY4xO'-4 EA. SIDE W/ 3 /4"0 AND G.L. fit (N\ LVL B�. PER PLAN-� �x | ' V� ' L-(E\ 10" |-JOISTS `/ 'n| � `' `/ . /\ k / \ �� ��__-J ``--/E\ OY4x13Y G.L. Y4" R BRC` SADDLE W/ /2\-�Y4"0 THRU-BOLTS = �To = U U U /F1 10" 1 -J0|STS---/ /N\ /2\-1%xO LVL BM.-/ ° " 2x6 STUDS @ 16" O.C. WY Y2" PLYWD. BOTH SIDES, PROVIDE BLKG. @1O" |N /N\ WING WALL DOESN'T BLOCK LVL's SOLID AGAINST ADJACENT STUDS (E) 10" I-JOISTS___ (E) STUD WALL | / Y4" KNIFE R W/ (2)- THRU-BOLTS CONT. COL. CAP R' Y",5Y'xO'_5Y HSS 5Y2x5Y2x'Y16 SEE PLAN FOR BEAM SIZES, TYP, LVL JOIST PER PLAN R' Y"v�Y"xƒ-D WV (2)-�Y4"0 THRU-BOLTS 1%xO2 LVL's PER PLAN 2x6 STUDS @1h" O.C. VV/ X2� PLY D. BOTH SIDES SCALE: 3/4 = 1'-O" .." ".°~ �,� c JOIST 19/4xf PER 2x6 STUDS @ 16" O.C. W/ Y2" PLYWD' OR OSB SHEATHING STl. BM. PER PLAN WV CONT. 2x T DRIVE-PINNED TO TOP FLANGE 2" ,- FOR .L."". NAILING SCALE: 3/4" = 1`-O" VERIFY RAFTER WIDTH APPROPRIATE HANGER " " |-JOIST AFTERS PER PLAN � o/�u oo/ `^` PLAN �"'` ``/ CONT. 2x R DRIVE-PINNED TO TOP FLANGE L-/E\ |-JOIST RAFTERS [ m [n > 00 W 0 . 0 < uo � 0 D 00 CC) � + u [ O ^ D .cx r- r- N 3i C14 0) m � 0 CID m Ld z [ in + In x < u< I- Q) (0 V) ] [ 0 � � z [ {} � 00m* 0 V) V') � L � 00 �� � � 0')0) 0 co �� � c» U_ � ��nw �>�� � ' Io-� desi b y KRM TN � d[OM0 by ','''` checked by .`'. TDA . issued |^� REVIEW 08/26/10 PERMIT 08Z30/10 I sheet RAFTERS PER V` '--- -' PER PLAN PLAN SCALE: 3/4 = 1'-O" .." ".°~ �,� c JOIST 19/4xf PER 2x6 STUDS @ 16" O.C. W/ Y2" PLYWD' OR OSB SHEATHING STl. BM. PER PLAN WV CONT. 2x T DRIVE-PINNED TO TOP FLANGE 2" ,- FOR .L."". NAILING SCALE: 3/4" = 1`-O" VERIFY RAFTER WIDTH APPROPRIATE HANGER " " |-JOIST AFTERS PER PLAN � o/�u oo/ `^` PLAN �"'` ``/ CONT. 2x R DRIVE-PINNED TO TOP FLANGE L-/E\ |-JOIST RAFTERS [ m [n > 00 W 0 . 0 < uo � 0 D 00 CC) � + u [ O ^ D .cx r- r- N 3i C14 0) m � 0 CID m Ld z [ in + In x < u< I- Q) (0 V) ] [ 0 � � z [ {} � 00m* 0 V) V') � L � 00 �� � � 0')0) 0 co �� � c» U_ � ��nw �>�� � ' Io-� desi b y KRM TN � d[OM0 by ','''` checked by .`'. TDA . issued |^� REVIEW 08/26/10 PERMIT 08Z30/10 I sheet RAFTERS PER V` '--- -' PER PLAN PLAN ' Io-� desi b y KRM TN � d[OM0 by ','''` checked by .`'. TDA . issued |^� REVIEW 08/26/10 PERMIT 08Z30/10 I sheet RAFTERS PER V` '--- -' PER PLAN PLAN desi b y KRM TN � d[OM0 by ','''` checked by .`'. TDA . issued |^� REVIEW 08/26/10 PERMIT 08Z30/10 I sheet RAFTERS PER V` '--- -' PER PLAN PLAN I sheet RAFTERS PER V` '--- -' PER PLAN PLAN ELECTRICAL KEY RE6E5SED CEILING CAN LI614T � LOW LEVEL LANDSCAPE LIGHTING (� RECESSED CEILING CAN - WATER RESIST. JUNCTION BOX QQ RECESSED CEILING ADJ. CAN LIGHT OA FAN WALL /5URFACE MOUNT LIGHT - `s WALL 5WITGH PENDANT FIXTURE {r} 5 -WAY WALL 5WITGH FLOURE5GENT LIGHT DIMMER WALL 5WITGHi D UNDER CABINET LIGHTING o 5 -WAY DIMMER 5WITGH 9D FLOURESGENT OL05ET L16HT 4 -WAY WALL 5WITGH a TRACK L16HT FIXTURES JAMB 5WITGHi ELECTRICAL NOTES 1. ALL LIGHT FIXTURE, OUTLET, 5WITCH, ETC. 6. THESE PLANS ARE PROVIDED ONLY TO 5HOY4 LOCATIONS ARE SUBJECT TO FIELD REVIEW BY DESIGN INTENT AND SHOULD NOT BE CONSIDERED OWNER AND ARCHITECT AND MAY CHANGE AS A AS ELECTRICAL CONSTRUCTION DOCUMENTS. RESULT OF SUCH FIELD REVIEW. INSTALL ROUGH BOXES AND COORDINATE WITH OWNER FOR '1. INSTALL SMOKE DETECTORS PER CODE REVIEW PRIOR TO HARD WIRING OF ALL DEVICES. 5. REFERENCE LANDSCAPE PLAN FOR 2. OUTLETS, TV, TELEPHONE, ETC., BOXES IN ADDITIONAL LIGHTING 5DRM5 SHALL NOT BE INSTALLED BACK TO BACK IN SAME WALL STUD CAVITY WITH DEVICES IN q. COORDINATE OUTLET HE16HT5 FOR ADJACENT SPACES. ADJUST LOCATIONS AS APPLIANCES REQUIRED. 10. COORDINATE ELECTRICAL W/ MECHANICAL 5. OUTLET BOX AT WASHER /DRYER TO BE TYPE REQUIREMENTS THAT 15 INTEGRAL WITH WATER VALVE5 AND WASHER WASTE CONNECTION. 11. COORDINATE ANY FLOOR OUTLET LOCATIONS W/ INTERIOR DE5I6-NER 4. ELECTRICAL OUTLETS SHALL BE INSTALLED TO MEET ALL APPLICABLE CODES. 12. PROVIDE ELECTRICAL JUNCTION 5OXE5 AS REQUIRED IN SOFFITS FOR DESIGN BUILD ROOF 5, ELECTRICAL SUBCONTRACTOR TO COORDINATE SAVE 5NOWMELT. WITH OTHER SUBCONTRACTORS AND 5UPPLIER5 13. WHERE POSSIBLE, REPLACE 51NGLE 5WITGH AND SHALL PROVIDE ELECTRICAL NOT SHOWN DIMMERS WITH DUAL 5WITGH DIMMERS TO HERE AS MAY BE REQUIRED. REDUCE NUMBER OF 5WITGH BOXES ON WALL. GPSL Architects, p,c, 1000 S. Frontage Rd. West Vail, Colorado 81657 tel: 970,476.1147 fax, 970.476.1612 gpsiarchitects.com O Copyright GPSL Architects. P.C. All Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt. Sidney Schultz. or Scott D. Undaii. II s 5CALE: 1/4 = I'-C" Q 1 2 4 foot REI^ TRUE NORTH NORTH Sheet Number i , �i 1 O Copyright GPSL Architects. P.C. All Rights Reserved This document and the Ideas and designs incorporated herein, as an Instrument of professional service, Is the property of GPSL Architects, P.C., and is not to be used, in whole or in part, for any other project without the written authorization of Edward M. Gwathmey Jr., Henry R. Pratt. Sidney Schultz. or Scott D. Undaii. II s 5CALE: 1/4 = I'-C" Q 1 2 4 foot REI^ TRUE NORTH NORTH Sheet Number