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HomeMy WebLinkAboutB12-0170 PLANS approved2301 Blake Street, Suite 100, Denver, CO 80205 303.861.8555 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Denver Vail COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.Project Title:Sheet Title:DPA Project:Sheet Number:Reference:Issue Date:Project Name:Issue Name:Issue Information Location Map Project Team Code Data 5/1/2012 7:49:38 PM FENSTERMACHER RESIDENCE - STAIR ADDITION GENERAL INFORMATION 12908.00.000 G-01 FENSTERMACHER RESIDENCE -STAIR ADDITION SHEET INDEX NumberSheet Issue/Revision Name MM-DD-YY General G-01GENERAL INFORMATION Structural S-001GENERAL NOTES S-201PLANS S-501DETAILS Architectural A-01EXISTING STAIR PLANS A-02CONSTRUCTION PLANS A-03STAIR SECTIONS 06APR2012 CONSTRUCTION DOCUMENTS Architecture Davis Partnership Architects 0225 Main Street, Unit C101 Edwards, CO 81632 (970) 926-8960 Contact: Chandler Deimund Email: chandler.deimund@davispartnership.com Structural Martin / Martin 0225 Main Street, Unit C101 Edwards, CO 81632 (970) 926-6007 Contact: Sean Molloy Email: smolly@martinmartin-mtn.com ISSUE / REVISIONDATENO.CONSTRUCTION DOCUMENTS02APR20121 2009 International Building Code 2009 International Residential Code Vail, Colorado Town Code updated December 6, 2011 Occupancy: R-2 Stairway Width: 36" minimum Existing stairway width = 30 3/4"The stairway can not be increased in width to meet code due to the existing precast wall conflicts with plumbing.Stair Tread: 11"Existing stair tread = 10"Stair Riser: 7" Maximum Existing stair riser = 7 1/8" +/- Received By Lynne Campbell at 11:07 am, May 04, 2012 Allowed per section 3404 IBC Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 1.CODES AND STANDARDS:1A .GENERAL DESIGN -INTERNATIONAL BUILDING CODE 2009 2.LATERAL LOAD RESIST ING SYSTEM DESCRIPTION:-(E) PRECAST BEARING WALLS 3.GRAVITY LOADS:-RESIDENTIAL FLOOR = 40 PSF -ROOF SNOW LOAD= 100 PSF 1.EXISTING STRUCTURES:1A .CONTRACT DOCUMENTS HAVE BEEN PREPARED USING AVAILABLE DRAWINGS AND SITE OBSERVATION AS PERMITTED BY ACC ESS RESTRICTIONS DURING DESIGN.1B .DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WI TH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL COND ITIONS NOT PER THE CONTRACT DOCUMENTS.EXAMPLES INCLUDE:-SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN -DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS -CONDITIONS OF INSTABILI TY OR LACK OF SUPPORT -ITEMS NOTED AS EXISTING ON THE DRAWINGS BUT NOT FOUND IN THE FIELD 1C .PREPARE DIMENSIONAL DRAWINGS OF ALL DISCOVERED ITEMS.1D .CONTRACTOR SHALL FIELD VERIFY ALL EXI STING STRUCTURAL CONDITIONS PRIOR TO SUBMITTING SHOP DRAWINGS.2.USE OF DRAWINGS:2A .DO NOT SCALE DRAWINGS.2B .WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS AND GENERAL NOTES, THE MORE STRINGENT REQUIREMENTS SHALL GOVERN. DETAILS ON DRAWINGS TAKE PRECEDENCE OVER GENERAL NOTES AND TYPICAL DETAILS. DET AILS NOTED TYPICAL APPLY TO ALL SIMILAR CONDITIONS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ELSEWHERE ON THE PROJECT.3.TEMPORARY CONDITIONS:3A .THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. THE CONTRACTOR IS RESPONSIBLE FOR FURNISHIN G ALL TEMPORARY BRACING AND/OR SUPPORT THAT MAY BE REQUIRED AS THE RESULT OF THE CONTRACTOR’S CONSTRUCTION METHODS AND/OR SEQUENCES.4.SUBMITTALS AND SUBSTITUTIONS:4A .SUBMITTALS: REFER TO SPECIFICAT IONS FOR DETAILED REQUIREMENTS.-IF THE CONTRACTOR REQUESTS A CHANGE FR OM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AN D DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICA TED ON THE SHOP DRAWINGS. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR MAKING THE CHANGE.-CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE IN SUBMITTALS -ALL SHOP DRAWINGS SHALL REFERENCE THE STRUCTURAL DRAWING NUMBER AND DETAIL USED TO PREPARE THE SUBMITTAL 4B .SUBSTITUTIONS: ARCHITECTS APPROVAL SHALL BE SECURED FOR ALL SUBSTITUTIONS 4C .NONCONFORMANCE: NOTIFY ARCHITECT OF CONDITIONS NOT CONSTRUCTED PER THE CONTRACT DOCUMENTS PRIOR TO PROCEEDING WITH CORRECTIVE WORK. SUBMIT PROPOSED REPAIR TO THE ARCHITECT FOR ACCEPTA NCE. CONTRACTOR SHALL COMPENSATE MARTIN/MARTIN, INC. FOR DESIGNING THE REPAIR.5.OSHA STANDARDS:5A .THE STRUCTURE IS DESIGNED TO FUNCTION AS A UNIT UPON COMPLETION. NOTHING SHOWN ON THE STRUCTURAL DRAWINGS SHALL BE CONSTRUED AS ELIMINATING THE NEED FOR THE CONTRACTOR TO COMPLY WI TH ALL OSHA REQUIREMENTS.5B .THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACIN G, ETC., AS WELL AS CLOSURES FOR OPENINGS.5C .WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL COND ITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSAR Y TO COMPLY WITH OSHA.6.COORDINATION:6A .STRUCTURAL DRAWINGS ARE NOT STAND-AL ONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIR EMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK.1.LAMINATED MEMBER SIZES:1A .LVL SIZES SHOWN ARE NET. OTHER MEMBER SIZES ARE NOMINAL.2.FRAMING LUMBER:2A .DRY (19% MAXIMUM MOISTURE CONTENT AT THE TIME OF INSTALLA TION), DOUGLAS FIR-LARCH WITH MINIMUM DESIGN VALUES BASED ON THE 2005 NDS. SEE ‘FRAMING LUMBER TABLE’FOR MINIMUM GRADES.2B .BEAMS AND STRINGERS USED WITH CANT ILEVERS OR CONTINUOUS SPANS SHALL BE GRADED TO PROVIDE THE SPECIFIED ALLO WABLE STRESSES OVER THE ENTIRE MEMBER LENGTH.3.FABRICATED LUMBER:3A .FABRICATED LUMBER DESIGNATIONS ARE THOS E MANUFACTURED BY iLEVEL, BOISE, IDAHO.3B .FABRICATED LUMBER IS DESIGNATED ON THE DRAWINGS AS ONE OF THE FOLLOWING:MICROLLAM (LVL).3C .FABRICATED LUMBER SHALL BE DRY.3D .SEE ‘FABRICATED LUMBER TABLE’ FOR MINIMUM PROPERTIES (AT NORMAL LOAD DURATIONS).5.SHEATHING:5A .PLYWOOD:-CONFORM TO U.S. DEPARTMENT OF CO MMERCE STANDARD PS-1 AND APA PERFORMANCE STANDARD PRP-108, LATEST EDITIONS.5B .WOOD STRUCTURAL PANELS (WSP)-WOOD STRUCTURAL PANELS SHALL BE APA RA TED SHEATHING CONFORMING TO U.S.DEPARTMENT OF COMMERCE STANDARD PS-2 AND APA PERFORMANCE STANDARD PRP-108,LATEST EDITIONS.-ALL WOOD PANELS SHALL BE EXPOSURE 1.6.BLOCKING AND BRIDGING:6A .PROVIDE FULL HEIGHT BLOCKING OR 1” X 4” OR SIMPSON NC/NCA CROSS-BRIDGING AT 8’O.C. MAXIMUM SPACING FOR ALL SOLID SAWN W OOD JOISTS AND RAFTERS. PROVIDE FULL HEIGHT SOLID BLOCKING (MIN IMUM WIDTH TO MATCH WIDTH OF FRAMING) BETWEEN ALL FRAMING MEMBERS (SOLID SAWN JOISTS AND RAFTERS, FABRICAT ED JOISTS AND RAFTERS AND TRUSSES) AT SUPPORTS.7.NAILING:7A .UNLESS NOTED OTHERWISE ON THE DRAWING S, PROVIDE COMMON NAILS. MINIMUM NAILING SHALL BE IN ACCORDANCE WITH IBC 2009 TABLE 2304.9.1.8.METAL CONNECTORS:8A .FRAMING CONNECTORS SHALL CONFORM TO IBC 2009 SECTION 1715.1 FRAMING CONNECTOR DESIGNATIONS ARE THOSE MANUFA CTURED BY SIMPSON STRONG-TIE COMPANY,SAN LEANDRO, CALIFORNIA. OT HER MANUFACTURER’S PRODUCT S MAY BE USED IF APPROVED BY THE ENGINEER. FURNISH NAILS AND/OR BOLTS OF DIAMETER, LENGTH, AND NUMBER SPECIFIED BY THE MANUFACTURER FOR EACH CONNECTOR.8B .ALL CONNECTOR HOLES SHALL BE FILLED WITH PROPER NAILS/BOLTS. ALL BOLT HOLES SHALL BE DRILLED INTO FRAMING MEMBERS. M AXIMUM HOLE DIAMETER IS 1/16” LARGER THAN THE BOLT DIAMETER.9.OPENINGS:9A .OPENING, POCKETS, ETC., SH ALL NOT BE PLACED IN BEAM S, JOISTS, RAFTERS, STUDS,POSTS, COLUMNS, TIMBER AND OTHER STRUCTURAL MEMBERS UNLESS DETAILED ON THE STRUCTURAL DRAWINGS.STATEMENT OF STRUCTURAL SPECIAL INSPECTIONS AND TESTING QUALITY ASSURANCE GENERAL NOTES 1.GENERAL:1A.SCOPE OF WORK -THE OWNER WILL ENGAGE A QUALIFIED INSPECTIO N AND TESTING AGENCY(S) TO PERFORM SPECIAL INSPECTIONS AND TESTING FOR ALL STRUCTURAL MEMBERS AND ASSEMBLIES AS NOTED HEREIN.-SPECIAL INSPECTIONS ARE IN ADDITION TO INSPECTION S BY THE AUTHORITY HAVING JURISDICTION REQUIRED BY IBC 2009 SECTION 110.1B.DEFINITIONS -SPECIAL INSPECTOR: THE AGENCY ENGAGED BY TH E OWNER AND APPROVED BY THE AUTHORITY HAVING JURISDICTION TO ACT AS THE DESIGNATE D REPRESENTATIVE TO PERFORM INSPECTIONS.-SPECIAL INSPECTION: INSPECTION PERFORMED BY THE SPECIAL INSPECTOR ACCORD ING TO IBC 2009 SECTION 1704 TO ENSURE COMPLIANCE WITH APPROVED CO NSTRUCTION DOCUMENTS AN D REFERENCED STANDARDS.-(P) PERIODIC INSPECTION: THE PART-TIME OR INTE RMITTENT OBSERVATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED. OBSERVATION OF ALL WORK (100% VISUAL) SHALL BE MADE AT THE COMPLETION OF THE WORK.-(C) CONTINUOUS INSPECTION: THE FULL-TIME OBSER VATION BY THE SPECIAL INSPECTOR OF WORK BEING PERFORMED. SPECIAL INSPECTOR SHALL BE PRESENT IN THE AREA WHERE THE WORK IS BEING PERFORMED.OBSERVATION OF ALL WORK (100% VISUAL) SHA LL BE MADE AT THE COMPLETION OF THE WORK.1C.DEFICIENCIES IN WORK -CORRECT DEFICIENCIES IN WORK THAT TESTS AND INSPECTIONS INDICATE DO NOT COMPLY WITH THE CONTRACT DOCUMENTS AN D REFERENCED STANDARDS.-ALL COST OF ADDITIONAL TESTING AND/OR INSPECTI ONS FOR CORRECTIVE WORK SHALL BE BORNE BY THE CONTRACTOR.TEST ANCHOR WITH CALIBRATED TORQUE WRENCH TO 100% OF THE INSTALLATION TORQUE NOTED IN ICC-ES REPORT. ATTAIN SPECIFIED TORQUE WITHIN 1/2 TURN OF THE NUT.ITEMFREQUENCYSTANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA POST-INSTALLED ANCHORS/REINFORCING STEEL TESTING - TORQUE TEST 100%--ITEMFREQUENCYSTANDARD EXPANSION ANCHORS, SLEEVE ANCHORS, SCREW ANCHORS CRITERIA - PRIOR TO INSTALLATION OF ANCHOR EACH ANCHOR VERIFY TYPE, DIAMETER , LENGTH, FINISH, AND BASE MATERIAL. VERIFY SOLID GROUTED AREA AROUND ANCHORS IN GROUTED MASONRY.VERIFY MAXIMUM IMPACT WRENCH TORQUE RATING FOR SCREW ANCHORS.ICC-ES REPORT POST-INSTALLED ANCHORS/REINFORCING STEEL SPECIAL INSPECTIONS - DURING INSTALLATION OF ANCHOR CCONTINUOUS INSPECTION REQUIRED REGARDLESS IF PERIODIC INSPECTION IS PERMITTED BY ICC-ES REPORT. VERIFY HOLE DIMENSIONS, HOLE CLEANING, ANCHOR EMBEDMENT, EDGE DISTANCES AND SPACING.ICC-ES REPORT - AFTER INSTALLATION OF ATTACHED ASSEMBLY 100% VISUALVERIFY NUMBER, EDGE DISTANCES, AND ANCHOR FLUSH WITH AND PERPENDICULAR TO THE RECEIVING SURFACE.--- PRIOR TO START OF WORK --REVIEW CONTRACTOR'S INSTALLATION PROCEDURE.ICC-ES REPORT C O L O R A D O R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R P A U L D O A K 24585 SHEET TITLE:SHEET NUMBER:© MARTIN/MARTIN 2007 MM JOB #:PRINCIPAL:EOR:PROJECT MANAGER:DESIGNERS:DATE PRINTED:Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and profe ssional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information con tained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibil ity for any claims or damages resulting from your use of this information. Electronic information is provided for the convenien ce of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:DATE:REVISIONS NO.ISSUEDATE UNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:49 PM G:\PROJECTS\23733_01\Revi t\23733-Fenstermacher.rvt S-001 Fenstermacher Residence GENERAL NOTES SJM PD 23733.S.01 23733.S.01 04/12/12 DESIGN CRITERIA GENERAL NOTES WOOD NOTES SHEET NUMBERSHEET TITLE S-001GENERAL NOTES S-201PLANS S-501DETAILS STRUCTURAL DRAWING LIST ALL OTHERNO. 1 Fb (PSI)Fv (PSI)E (PSI)TYPE OF USE FRAMING LUMBER SCHEDULE GRADE LOAD BEARING STUDS (AND COLUMNS ASSEMBLED FROM STUDS)NON-LOAD BEARING STUDS BEAMS & STRINGERS FLOOR-JOIST NO. 2 STUD NO. 2 NO. 1 PRODUCT FABRICATED LUMBER TABLE SIZE --TYPEFb (PSI)LAMINATED VENEER BEAM PARALLEL STRAND BEAM LAMINATED STRAND BEAM REMARKS Fv (PSI)Ft (PSI)E (KSI)PSL200029020252000 LSL225040010751500 LVL260028515551900 ----------900 700 1000 180 180 180 1,600,000 1,400,000 1,700,000 9001801,600,000 10001801,700,000 Received By Lynne Campbell at 11:08 am, May 04, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 REMOVE (E)11'-3 1/2"(E) SHIPS LADDER OPENING 1 S-501 (E) PRECAST WALL VERIFY CONN TO SLAB FOR STABILITY (E) PRECAST WALL BELOW TO REMAIN REMOVE TOP 2 3/4"(E) STUD WALL BELOW TO REMAIN (E) PRECAST WALL VERIFY CONN TO SLAB FOR STABILITY 8'-1 3/4" V.I.F.7'-4" V.I.F.5" PRECAST SLAB ONE PANEL AT A TIME AND REINFORCE WALL PER 1&2/S-501 SEE ARCH FOR REPAIR OF INTERIOR FINISHES CONTRATOR TO NOTIFY ENGINEER OF REBAR SIZE AND SPACING IN LEVEL 3 SLAB TO VERIFY CAPACITY OF (E) LEVEL 2 SLAB W/ ADD'L LOAD REMOVE TOP OF PRECAST WALL FOR STAIR CLEARANCE 2 S-501 HSS4x2-1/2x5/16 (3) 2x8 (2) 2x6 2x12 2x12 2x12 2x12 (E) PRECAST WALL (E) STUD WALL (E) PRECAST WALL (E) PRECAST WALL 4x4 .UP 3 S-501 4 S-501 .UP .DN 2x6 @ 16" O.C.(E) PRECAST SLAB (E) PRECAST SLAB 14 S-501 13 S-501 W/ (1) 2x4 KING POST UP FROM 2ND FL POST UP FROM LANDING 15 S-501 5 S-501 4'-2" ABOVE 2ND FLOOR 10 S-501 (2) 2x4 12 S-501 (4)1 3/4x5 1/2 (3) 2x6 (2) 2x6 (2) 2x6 2x12 2x12 2x6 @ 16" O.C.2x6 @ 16" O.C.REMOVE (E)PRECAST SLAB (E) PRECAST SLAB (E) PRECAST SLAB 4x4 (E) PRECAST WALL (E) PRECAST WALL (E) PRECAST WALL REMOVE TOP 2 3/4"(E) STUD WALL 3 S-501 6 S-501 11 S-501 .DN (CONT.)11'-3 1/2" V.I.F.2'-6 3/4" V.I.F.2'-8 1/4" V.I.F.2'-10 3/4" V.I.F.5'-3 1/4" V.I.F.2'-7 1/4" V.I.F.POST DN 11 S-501 SIM 10 S-501 (E) PRECAST WALL CUT DOWN BELOW NEW STAIR HSS4x2-1/2x5/16 7 S-501 8 S-501 16 S-501 C O L O R A D O R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R P A U L D O A K 24585 SHEET TITLE:SHEET NUMBER:© MARTIN/MARTIN 2007 MM JOB #:PRINCIPAL:EOR:PROJECT MANAGER:DESIGNERS:DATE PRINTED:Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and profe ssional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information con tained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibil ity for any claims or damages resulting from your use of this information. Electronic information is provided for the convenien ce of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:DATE:REVISIONS NO.ISSUEDATE UNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:50 PM G:\PROJECTS\23733_01\Revi t\23733-Fenstermacher.rvt S-201 Fenstermacher Residence PLANS SJM PD 23733.S.01 23733.S.01 04/13/12 1/2" = 1'-0"LEVEL 3 DEMO PLAN 1 1/2" = 1'-0"LEVEL 2 FRAMING PLAN 2 1/2" = 1'-0"LEVEL 3 FRAMING PLAN 3 PLAN NOTES:1.SE S-001 FOR GENERAL NOTES.2.ALL FRAMING SHALL BE DO UBGLAS-FIR #2 OR BETTER.3.PLYWOOD SHEATHING SHA LL BE 3/4" APA-RATED T&G. Received By Lynne Campbell at 11:08 am, May 04, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 FILL VOID BETWEEN WALLS W/6000 PSI NON-SHRINK GROUT ADD (2) #4 W/ 6" EMBED EE &24" LAP SPLICE WHERE REQ'D (E) PRECAST SLAB TO BE REMOVED ONE PANEL AT A TIME (E) PRECAST WALL (E) PRECAST SLAB NOTIFY ENG IMMEDIATELY IF ADJACENT UNIT SLAB HAS BEEN REMOVED FLOOR JOIST 3/4" PLYWOOD SHEATHING W/ 8d @ 6" O.C.EDGE BEAM 2x BLOCKING 4-PLY 5 1/2" LVL BEAM W/ (2)ROWS SDS 1/4"x6" @ 24" O.C.& 1/2"x 10" TITEN HD @ 24"O.C.(E) PRECAST SLAB 2 1/2"(E) PRECAST WALL BELOW SIMPSON LUS26 @ 2x6 LUS26-2 @ (2) 2x6 LUS26-3 @ (3) 2x6 SIMPSON LUS26 2x6 PLATE W/1/2"x4" TITEN HD @ 32" O.C.EQ EQ SIMPSON L90 @ 32" O.C.SIMPSON LUS26 @ 2x6 SIMPSON LUS26-2 @ (2) 2x6 SIMPSON LUS26-3 @ (3) 2x6 CONTINUOUS 2x6 LEDGER W/ 1/2"x 6 1/2" TITEN HD @ 16" O.C.(E) PRECAST WALL 3"CONTINUOUS 2x6 LEDGER (2) 12d @ EA. STUD (E) STUD WALL FLOOR JOIST 2x BLOCKING @ 48" O.C.(E) PRECAST WALL PL3/8x9x1'-2" W/(3) 1/2"Øx4" SIMPSON TITEN HD 4-PLY 5 1/2" LVL BEAM SEE 5/S-501 (E) PRECAST SLAB 6 S-501 6"11"TYP.1 1/2"1'-2"BENT PL1/4x3 BUCKET W/(2) SDS 1/4"x6" SCREWS 3"FLOOR JOIST 3/4" PLYWOOD SHEATHING EDGE BEAM 2x STAIR STRINGER SIMPSON THA213 POST UP SIMPSON LUS26-2 @ (2) 2x6 SEE ARCH FOR TREADS AND RISERS 1/2"Øx4" TITEN HD @ 16" O.C.AT (E)PRECAST WALL 2x STAIR STRINGER (E) PRECAST SLAB SIMPSON HL35 W/ (2) 1/2"x1 1/2"LAG SCREW TO STRINGER &(2) 1/2"x3" TITEN HD TO SLAB 1/2"Øx4" TITEN HD @ 16" O.C.AT (E)PRECAST WALL (E) PRECAST SLAB SIMPSON BC40 W/(4) 0.177"Ø P.A.F.WOOD POST ABOVE 3/4" PLYWOOD SHEATHING EDGE BEAM BIRDSMOUTH 2x STAIR STRINGER SEE ARCH FOR TREADS AND RISERS SIMPSON L30 1/2"Øx4" TITEN HD @ 16" O.C.AT (E)PRECAST WALL 2x STAIR STRINGER SIMPSON THA213 SEE ARCH FOR TREADS AND RISERS 1/2"Øx4" TITEN HD @ 16" O.C.AT (E)PRECAST WALL 4-PLY 5 1/2" LVL BEAM W/ (2)ROWS SDS 1/4"x6" @ 24" O.C. &1/2"x 10" TITEN HD @ 48" O.C.(E) PRECAST SLAB 2 1/2"(E) PRECAST WALL PL3/8x9x1'-2" W/(3) 1/2"Øx5" SIMPSON TITEN HD 2x BEAM 6"8 1/2"TYP.1 1/2"11 1/2"BENT PL1/4x3 BUCKET W/(2) SDS 1/4"x6" SCREWS 3"BM WIDTH + 1/8"1 1/2"5"4x POST NEW FLOOR BEAM SIMPSON CC4.62-3.62 LANDING BEAM SIMPSON ECCLR44 SHIM AT BEAM 2x4 @ 16" O.C.CRIPPLE WALL BELOW STAIR STRINGER FILL VOID BETWEEN WALLS &HSS W/ 6000 PSI NON-SHRINK GROUT (E) PRECAST SLAB TO BE REMOVED ONE PANEL AT A TIME (E) PRECAST WALL (E) PRECAST SLAB IN ADJACENT UNIT PREVIOUSLY REMOVED HSS 4x2 1/2x5/16 W/END PL3/8x4 1/2x0'-8 3/4" W/(2) TITEN D 1/2"Øx4" &PL3/8x4x0'-7" @ 3'-0" O.C.W/ TITEN HD 1/2"Øx4" T & B 4"3/16 TYP 1 1/2"3"1 1/2"2 3/4"2 1/4"2 1/4"3/16 2x6 LEDGER W/ 1/2"Øx4"TITEN HD @ 24" O.C.(E) PRECAST SLAB (E) STUD WALL 2x6 BLOCKING @ 48" O.C.2x6 LEDGER W/ (2)1/2"Øx4" TITEN HD @ 24" O.C.(E) PRECAST SLAB (E) STUD WALL 2x BEAM W/ SIMPSON LUS26-3 C O L O R A D O R E G I S T E R E D P R O F E S S I O N A L E N G I N E E R P A U L D O A K 24585 SHEET TITLE:SHEET NUMBER:© MARTIN/MARTIN 2007 MM JOB #:PRINCIPAL:EOR:PROJECT MANAGER:DESIGNERS:DATE PRINTED:Martin/Martin, Inc. considers that design data is only in its final form on plotted drawings with original signatures and profe ssional certification being visibly present on the drawings. Data supplied via computer generated format does not contain this approval or certification. The receiver of electronically transmitted drawings is responsible for verifying the information con tained within the electronic data against the recorded or approved documents.The use of electronically transmitted drawings is considered to be at your own risk. Martin/Martin, Inc. assumes no responsibil ity for any claims or damages resulting from your use of this information. Electronic information is provided for the convenien ce of the recipient only. The recipient of this file agrees that the information may not be transferred to any other party.PROJECT NO:DATE:REVISIONS NO.ISSUEDATE UNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:52 PM G:\PROJECTS\23733_01\Revi t\23733-Fenstermacher.rvt S-501 Fenstermacher Residence DETAILS SJM PD 23733.S.01 23733.S.01 04/13/12 1 1/2" = 1'-0"1 DEMO AT LANDING 1 1/2" = 1'-0"6 WOOD JOIST AT CONC SLAB 1 1/2" = 1'-0"3 WOOD JOIST AT CONC WALL 1 1/2" = 1'-0"4 WOOD JOIST PARALLEL TO STUD WALL 1 1/2" = 1'-0"11 LVL BEAM AT CONC WALL 1 1/2" = 1'-0"13 STAIR STRINGER DN AT LANDING 1 1/2" = 1'-0"14 STAIR STRINGER AT FLOOR 1 1/2" = 1'-0"5 WOOD POST AT (E) SLAB 1 1/2" = 1'-0"15 STAIR STRINGER UP AT LANDING 1 1/2" = 1'-0"16 STAIR STRINGER DN AT FLOOR 1 1/2" = 1'-0"12 DIMENSIONAL BEAM AT CONC WALL 1 1/2" = 1'-0"10 FLOOR BEAM AT POST 1 1/2" = 1'-0"2 DEMO AT STAIR OPENING 1 1/2" = 1'-0"7 WOOD LEDGER AT CONC SLAB 1 1/2" = 1'-0"8 WOOD BEAM AT CONC SLAB Received By Lynne Campbell at 11:08 am, May 04, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 UP DN EXISTING STAIRS 14R @ 7 1/8" = 8'-4"2' - 6 3/4"1 1/2"2' - 6 3/4"EXISTING WALLS TYPICAL 2' - 7 1/4"3' - 0 1/2"EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS 5' - 3"2' - 6 3/4"1 1/2"2' - 6 3/4"5' - 3"14R @ 7 1/8" = 8'-4"EXISTING BATHROOM 3' - 0 1/2"3' - 8 1/4"DOOR TO EXISTING BEDROOM EXISTING BATHROOM EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING LADDER TO LOFT ATTIC SPACE EXISTING DOOR TO ATTIC ~RELOCATE DOOR PER NEW CONSTRUCTION PLAN EXISTING FLOOR OPENING EXISTING 47"X41"WINDOW ~ EXISTING SILL AT 46"EXISTING 22"X44" WINDOW ~ EXISTING SILL AT 46"EXISITNG ROOF OUTSIDE OF WINDOWS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING LOFT EXISTING LADDER 2301 Blake Street, Suite 100, Denver, CO 80205 303.861.8555 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Denver Vail COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.Project Title:Sheet Title:DPA Project:Sheet Number:Reference:5/1/2012 7:49:37 PM FENSTERMACHER RESIDENCE - STAIR ADDITION EXISTING STAIR PLANS 12908.00.000 A-01 ISSUE / REVISIONDATENO.CONSTRUCTION DOCUMENTS02APR20121 1/4" = 1'-0"1 Level 1 Existing 1/4" = 1'-0"2 Level 2 Existing 1/4" = 1'-0"3 LEVEL 3 Existing 4506 SPRUCE WAY, UNIT 9 AND 19 VAIL, CO 81657 Received By Lynne Campbell at 11:08 am, May 04, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 DN UP DN 1 A-03 2 A-03 EXISTING BATHROOM DOOR TO EXISTING BEDROOM EXISTING BATHROOM EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS 14R @ 7 1/8" = 8'-4"2' - 6 3/4"EXISTING STAIR NEW STAIR 3' - 5"1 A-03 2 A-03 INFILL EXISTING FLOOR WITH FRAMING NEW WALL TO CEILING RELOCATED ATTIC ACCESS DOOR 14R @ 7 1/8" = 8'-4"ATTIC SPACE EXISTING 47"X41"WINDOW ~ EXISTING SILL AT 46"EXISTING 22"X44" WINDOW ~ EXISTING SILL AT 46"EXISITNG ROOF OUTSIDE OF WINDOWS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS LINE DENOTING 5'-0" HEAD HEIGHT 2301 Blake Street, Suite 100, Denver, CO 80205 303.861.8555 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Denver Vail COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.Project Title:Sheet Title:DPA Project:Sheet Number:Reference:5/1/2012 7:49:37 PM FENSTERMACHER RESIDENCE - STAIR ADDITION CONSTRUCTION PLANS 12908.00.000 A-02 ISSUE / REVISIONDATENO. 1/4" = 1'-0"1 LEVEL 2 CONSTRUCTION PLAN 1/4" = 1'-0"2 LEVEL 3 CONSTRUCTION PLAN 4506 SPRUCE WAY, UNIT 9 AND 19 VAIL, CO 81657 Received By Lynne Campbell at 11:08 am, May 04, 2012 Storage only Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012 LEVEL 1 100' - 0"LEVEL 2 108' - 4"LEVEL 3 116' - 8"2 A-03 5' - 11 9/16"6' - 8"6' - 8 7/8"7 1/8"10"EXISTING LANDING EXISTING RAILING DRYWALL BOTTOM OF STAIR STRINGERS NEW WALL NEW WOOD STRINGER,RISER AND TREADS FINISHED WITH CARPET ATTIC SPACE EXISTING ROOF EXTEND LANDING CEILING TO WALL NOTCH CEILING TO PROVIDE 6'-8" HEAD CLEARANCE AT THE TOP OF THE STAINR 5' - 0"LINE DENOTING 5'-0"HEAD HEIGHT LEVEL 1 100' - 0"LEVEL 2 108' - 4"LEVEL 3 116' - 8"1 A-03 EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING STAIR EXISTING WALL BEYOND EXISTING LANDING 2' - 7 1/4"EXISTING RAILING EXISTING PRE-CAST CONCRETE SLAB NEW WOOD STRINGER, RISER AND TREADS FINISHED WITH CARPET DRYWALL BOTTOM OF STAIR STRINGERS 7 1/8"10"3' - 0"NEW RAILING TO MATCH EXISTING EXISTING PRE-CAST CONCRETE SLAB CUT NEW SLAB OPEING 7' - 10 1/2"EXISTING ROOF STRUCTURE 8'-4"8'-4"WALL BEYOND 2301 Blake Street, Suite 100, Denver, CO 80205 303.861.8555 0225 Main Street, Unit C101 Edwards, CO 81632 970.926.8960 Denver Vail COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C.Project Title:Sheet Title:DPA Project:Sheet Number:Reference:5/1/2012 7:49:38 PM FENSTERMACHER RESIDENCE - STAIR ADDITION STAIR SECTIONS 12908.00.000 A-03 ISSUE / REVISIONDATENO.CONSTRUCTION DOCUMENTS02APR20121 1/4" = 1'-0"1 EAST WEST STAIR SECTION 1/4" = 1'-0"2 NORTH SOUTH STAIR SECTION 4506 SPRUCE WAY, UNIT 9 AND 19 VAIL, CO 81657 Received By Lynne Campbell at 11:08 am, May 04, 2012 Reviewed for Code Compliance Code: 2009 International Building Code (IBC) By m at 11:29 am, May 17, 2012