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HomeMy WebLinkAboutB12-0170 PLANS.pdf23 0 1 B l a k e S t r e e t , S u i t e 1 0 0 , D e n v e r , C O 8 0 2 0 5 30 3 . 8 6 1 . 8 5 5 5 02 2 5 M a i n S t r e e t , U n i t C 1 0 1 E d w a r d s , C O 8 1 6 3 2 97 0 . 9 2 6 . 8 9 6 0 De n v e r Va i l COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C. Pr o j e c t T i t l e : Sh e e t T i t l e : DPA Project:Sheet Number:Reference: Is s u e D a t e : Pr o j e c t N a m e : Is s u e N a m e : Is s u e I n f o r m a t i o n Location Map Project Team Code Data 5/1/2012 7:49:38 PM FE N S T E R M A C H E R R E S I D E N C E - S T A I R A D D I T I O N GE N E R A L I N F O R M A T I O N 12908.00.000G-01 FE N S T E R M A C H E R R E S I D E N C E - ST A I R A D D I T I O N SH E E T I N D E X Nu m b e r S h e e t Issue/Revision Name MM-DD-YY Ge n e r a l G- 0 1 G E N E R A L I N F O R M A T I O N St r u c t u r a l S- 0 0 1 G E N E R A L N O T E S S- 2 0 1 P L A N S S- 5 0 1 D E T A I L S Ar c h i t e c t u r a l A- 0 1 E X I S T I N G S T A I R P L A N S A- 0 2 C O N S T R U C T I O N P L A N S A- 0 3 S T A I R S E C T I O N S 06 A P R 2 0 1 2 CO N S T R U C T I O N D O C U M E N T S 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 DOCUMENTS02APR201212009 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" +/- Re c e i v e d By Ly n n e Ca m p b e l l at 11 : 0 7 am , May 04, 2012 1.CODES AND STANDARDS:1A.GENERAL DESIGN -INTERNATIONAL BUILDING CODE 2009 2.LATERAL LOAD RESISTING 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 ACCESS RESTRICTIONS DURING DESIGN.1B.DURING CONSTRUCTION, THE CONTRACTOR MAY ENCOUNTER EXISTING CONDITIONS WHICH ARE NOT NOW KNOWN OR ARE AT VARIANCE WITH PROJECT DOCUMENTATION. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ALL CONDITIONS NOT PER THE CONTRACT DOCUMENTS.EXAMPLES INCLUDE:-SIZES OR DIMENSIONS OTHER THAN THOSE SHOWN -DAMAGE OR DETERIORATION TO MATERIALS AND COMPONENTS -CONDITIONS OF INSTABILITY 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 EXISTING 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. DETAILS 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 FURNISHING 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 SPECIFICATIONS FOR DETAILED REQUIREMENTS.-IF THE CONTRACTOR REQUESTS A CHANGE FROM THE STRUCTURAL DRAWINGS, IT SHALL BE APPROVED BY THE ARCHITECT AND DESIGNED BY MARTIN/MARTIN, INC. PRIOR TO SUBMITTING SHOP DRAWINGS. VARIATION SHALL BE INDICATED 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 ACCEPTANCE. 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 WITH ALL OSHA REQUIREMENTS.5B.THE CONTRACTOR SHALL ADD ALL NECESSARY BOLTS, ANCHOR BOLTS, PLATES, STIFFENER PLATES, STABILIZER PLATES, BRIDGING, BRACING, ETC., AS WELL AS CLOSURES FOR OPENINGS.5C.WHERE THE STRUCTURAL DRAWINGS APPEAR TO CONFLICT WITH OSHA REQUIREMENTS, THE STRUCTURAL DRAWINGS REPRESENT FINAL CONDITIONS ONLY. THE CONTRACTOR SHALL ADD ALL ERECTION FRAMING NECESSARY TO COMPLY WITH OSHA.6.COORDINATION:6A.STRUCTURAL DRAWINGS ARE NOT STAND-ALONE DOCUMENTS AND ARE INTENDED TO BE USED IN CONJUNCTION WITH ARCHITECTURAL AND DRAWINGS FROM OTHER DISCIPLINES. THE CONTRACTOR SHALL COORDINATE ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS INTO SHOP DRAWINGS AND WORK. 1. L A M I N A T E D M E M B E R S I Z E S : 1 A .L V L SI Z E S S H O W N A R E N E T . O T H E R ME M B E R S I Z E S A R E N O M I N A L . 2. F R A M I N G L U M B E R : 2 A . D R Y ( 1 9 % M A X I M U M M O I S T U R E C O N T E N T A T TH E T I M E O F I N S T A L L A TI O N ) , D O U G L A S F I R - LA R C H W I T H M I N I M U M D E S I G N V A L U E S B A S E D O N T H E 2 0 0 5 N D S . S E E ‘ F R A M I N G L U M B E R T A B L E ’ FO R M I N I M U M G R A D E S . 2 B . B E A M S A N D S T R I N G E R S U S E D W I T H C A N T IL E V E R S O R C O N T I N U O U S S P A N S S H A L L B E GR A D E D T O P R O V I D E T H E S P E C I F I E D A L L O WA B L E S T R E S S E S O V E R T H E E N T I R E M E M B E R LE N G T H . 3. F A B R I C A T E D L U M B E R : 3 A . F A B R I C A T E D L U M B E R D E S I G N A T I O N S A R E T H O S E M A N U F A C T U R E D B Y i L E V E L , B O I S E , I D A H O . 3 B . F A B R I C A T E D L U M B E R I S D E S I G N A T E D O N T H E D R A W I N G S A S O N E O F T H E F O L L O W I N G : MI C R O L L A M ( L V L ) . 3 C . F A B R I C A T E D L U M B E R S H A L L B E D R Y . 3 D . S E E ‘ F A B R I C A T E D L U M B E R T A B L E ’ F O R MI N I M U M P R O P E R T I E S ( A T N O R M A L L O A D DU R A T I O N S ) . 5. S H E A T H I N G : 5 A .P L Y W O O D : - C O N F O R M T O U . S . D E P A R T M E N T O F C O MM E R C E S T A N D A R D P S - 1 A N D A P A P E R F O R M A N C E ST A N D A R D P R P - 1 0 8 , L A T E S T E D I T I O N S . 5 B . W O O D S T R U C T U R A L P A N E L S ( W S P ) - W O O D S T R U C T U R A L P A N E L S S H A L L B E A P A R A TE D S H E A T H I N G C O N F O R M I N G T O U . S . DE P A R T M E N T O F C O M M E R C E S T A N D A R D P S - 2 AN D A P A P E R F O R M A N C E S T A N D A R D P R P - 1 0 8 , LA T E S T E D I T I O N S . - A L L W O O D P A N E L S S H A L L B E E X P O S U R E 1 . 6. B L O C K I N G A N D B R I D G I N G : 6 A . P R O V I D E F U L L H E I G H T B L O C K I N G O R 1 ” X 4 ” O R S I M P S O N N C / N C A C R O S S - B R I D G I N G A T 8 ’ O. C . M A X I M U M S P A C I N G F O R A L L S O L I D S A W N W OO D J O I S T S A N D R A F T E R S . P R O V I D E F U L L HE I G H T S O L I D B L O C K I N G ( M I N IM U M W I D T H T O M A T C H W I D T H O F F R A M I N G ) B E T W E E N A L L FR A M I N G M E M B E R S ( S O L I D S A W N JO I S T S A N D R A F T E R S , F A B R I C A T ED J O I S T S A N D R A F T E R S A N D TR U S S E S ) A T S U P P O R T S . 7. N A I L I N G : 7 A . U N L E S S N O T E D O T H E R W I S E O N T H E D R A W I N G S, P R O V I D E C O M M O N N A I L S . M I N I M U M NA I L I N G S H A L L B E I N A C C O R D A N C E W I T H I B C 2 0 0 9 T A B L E 2 3 0 4 . 9 . 1 . 8. M E T A L C O N N E C T O R S : 8 A . F R A M I N G C O N N E C T O R S S H A L L C O N F O R M TO I B C 2 0 0 9 S E C T I O N 1 7 1 5 . 1 F R A M I N G CO N N E C T O R D E S I G N A T I O N S A R E T H O S E M A N U F A CT U R E D B Y S I M P S O N S T R O N G - T I E C O M P A N Y , SA N L E A N D R O , C A L I F O R N I A . O T HE R M A N U F A C T U R E R ’ S P R O D U C T S M A Y B E U S E D I F A P P R O V E D BY T H E E N G I N E E R . F U R N I S H N A I L S A N D / O R B O L T S O F DI A M E T E R , L E N G T H , A N D N U M B E R SP E C I F I E D B Y T H E M A N U F A C T U R E R F O R E A C H C O N N E C T O R . 8 B . A L L C O N N E C T O R H O L E S S H A L L B E F I L L E D W I T H PR O P E R N A I L S / B O L T S . A L L B O L T H O L E S SH A L L B E D R I L L E D I N T O F R A M I N G M E M B E R S . M AX I M U M H O L E D I A M E T E R I S 1 / 1 6 ” L A R G E R T H A N TH E B O L T D I A M E T E R . 9. O P E N I N G S : 9 A . O P E N I N G , P O C K E T S , E T C . , S H AL L N O T B E P L A C E D I N B E A M S, J O I S T S , R A F T E R S , S T U D S , PO S T S , C O L U M N S , T I M B E R A N D O T H E R S T R U C T U R A L M E M B E R S U N L E S S D E T A I L E D O N T H E ST R U C T U R A L D R A W I N G S . ST A T E M E N T O F S T R U C T U R A L S P E C I A L I N S P E C T I O N S A N D T E S T I N G QU A L I T Y A S S U R A N C E G E N E R A L N O T E S 1. G E N E R A L : 1 A . SC O P E O F W O R K - T H E O W N E R W I L L E N G A G E A Q U A L I F I E D I N S P E C T I O N A N D T E S T I N G A G E N C Y ( S ) T O P E R F O R M S P E C I A L IN S P E C T I O N S A N D T E S T I N G F O R A L L S T R U C T U R A L ME M B E R S A N D A S S E M B L I E S A S N O T E D H E R E I N . - S P E C I A L I N S P E C T I O N S A R E I N A D D I T I O N T O I N S P E C T I O N S B Y T H E A U T H O R I T Y H A V I N G J U R I S D I C T I O N R E Q U I R E D BY I B C 2 0 0 9 S E C T I O N 1 1 0 . 1 B . DE F I N I T I O N S - S P E C I A L I N S P E C T O R : T H E A G E N C Y E N G A G E D B Y T H E O W N E R A N D A P P R O V E D B Y T H E A U T H O R I T Y H A V I N G JU R I S D I C T I O N T O A C T A S T H E D E S I G N A T E D R E P R E S E N T A T I V E T O P E R F O R M I N S P E C T I O N S . - S P E C I A L I N S P E C T I O N : I N S P E C T I O N P E R F O R M E D B Y T H E SP E C I A L I N S P E C T O R A C C O R D IN G T O I B C 2 0 0 9 S E C T I O N 17 0 4 T O E N S U R E C O M P L I A N C E W I T H A P P R O V E D C O NS T R U C T I O N D O C U M E N T S A N D R E F E R E N C E D S T A N D A R D S . - ( P ) P E R I O D I C I N S P E C T I O N : T H E P A R T - T I M E O R I N T E RM I T T E N T O B S E R V A T I O N B Y TH E S P E C I A L I N S P E C T O R O F WO R K B E I N G P E R F O R M E D . S P E C I A L I N S P E C T O R S H A L L BE P R E S E N T I N T H E A R E A W H E R E T H E W O R K I S B E I N G PE R F O R M E D . O B S E R V A T I O N O F A L L WO R K ( 1 0 0 % V I S U A L ) S H A L L B E M A D E AT T H E C O M P L E T I O N O F T H E W O R K . - ( C ) C O N T I N U O U S I N S P E C T I O N : T H E F U L L - T I M E O B S E R VA T I O N B Y T H E S P E C I A L I N S P E C T O R O F W O R K B E I N G PE R F O R M E D . S P E C I A L I N S P E C T O R S H A L L B E P R E S E N T IN T H E A R E A W H E R E T H E W O R K I S B E I N G P E R F O R M E D . OB S E R V A T I O N O F A L L W O R K ( 1 0 0 % V I S U A L ) S H A LL B E M A D E A T T H E C O M P L E T I O N O F T H E W O R K . 1 C . DE F I C I E N C I E S I N W O R K - C O R R E C T D E F I C I E N C I E S I N W O R K T H A T T E S T S A N D IN S P E C T I O N S I N D I C A T E D O N O T C O M P L Y W I T H T H E CO N T R A C T D O C U M E N T S A N D R E F E R E N C E D S T A N D A R D S . - A L L C O S T O F A D D I T I O N A L T E S T I N G A N D / O R I N S P E C T I ON S F O R C O R R E C T I V E W O R K S H A L L B E B O R N E B Y T H E CO N T R A C T O R . TE S T A N C H O R W I T H C A L I B R A T E D T O R Q U E WR E N C H T O 1 0 0 % O F T H E I N S T A L L A T I O N T O R Q U E NO T E D I N I C C - E S R E P O R T . A T T A I N S P E C I F I E D TO R Q U E W I T H I N 1 / 2 T U R N O F T H E N U T . IT E M F R E Q U E N C Y S T A N D A R D EX P A N S I O N A N C H O R S , S L E E V E AN C H O R S , S C R E W A N C H O R S CR I T E R I A PO S T - I N S T A L L E D A N C H O R S / R E I N F O R C I N G S T E E L T E S T I N G - T O R Q U E T E S T 10 0 % -- IT E M F R E Q U E N C Y S T A N D A R D EX P A N S I O N A N C H O R S , S L E E V E AN C H O R S , S C R E W A N C H O R S CR I T E R I A - P R I O R T O I N S T A L L A T I O N O F AN C H O R EA C H AN C H O R VE R I F Y T Y P E , D I A M E T E R , L E N G T H , F I N I S H , A N D BA S E M A T E R I A L . V E R I F Y S O L I D G R O U T E D A R E A AR O U N D A N C H O R S I N G R O U T E D M A S O N R Y . VE R I F Y M A X I M U M I M P A C T W R E N C H T O R Q U E RA T I N G F O R S C R E W A N C H O R S . IC C - E S R E P O R T PO S T - I N S T A L L E D A N C H O R S / R E I N F O R C I N G S T E E L S P E C I A L I N S P E C T I O N S - D U R I N G I N S T A L L A T I O N O F AN C H O R C C O N T I N U O U S I N S P E C T I O N R E Q U I R E D RE G A R D L E S S I F P E R I O D I C I N S P E C T I O N I S PE R M I T T E D B Y I C C - E S R E P O R T . V E R I F Y H O L E DI M E N S I O N S , H O L E CL E A N I N G , A N C H O R EM B E D M E N T , E D G E D I S T A N C E S A N D S P A C I N G . IC C - E S R E P O R T - A F T E R I N S T A L L A T I O N O F AT T A C H E D A S S E M B L Y 10 0 % V I S U A L V E R I F Y N U M B E R , ED G E D I S T A N C E S , A N D A N C H O R FL U S H W I T H A N D P E R P E N D I C U L A R T O T H E RE C E I V I N G S U R F A C E . -- - P R I O R T O S T A R T O F W O R K -- R E V I E W C O N T R A C T O R ' S I N S T A L L A T I O N PR O C E D U R E . IC C - E S R E P O R T COLORADOREGISTEREDPROF ESSIONALENGINEERPAULDOAK24585 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 professional 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 contained 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 responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience 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.ISSUEDATEUNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:49 PMG:\PROJECTS\23733_01\Revit\23733-Fenstermacher.rvt S-001Fenstermacher Residence GENERAL NOTES SJM PD 23733.S.01 23733.S.01 04/12/12DESIGN CRITERIA GENERAL NOTES WO O D N O T E S SHEET NUMBERSHEET TITLE S-001GENERAL NOTES S-201PLANS S-501DETAILSSTRUCTURAL DRAWING LIST AL L O T H E R N O . 1 Fb ( P S I ) F v ( P S I ) E ( P S I ) TY P E O F U S E FR A M I N G L U M B E R S C H E D U L E GR A D E LO A D B E A R I N G S T U D S ( A N D C O L U M N S AS S E M B L E D F R O M S T U D S ) NO N - L O A D B E A R I N G S T U D S BE A M S & S T R I N G E R S FL O O R - J O I S T NO . 2 ST U D NO . 2 NO . 1 PR O D U C T FA B R I C A T E D L U M B E R T A B L E SI Z E -- TY P E F b ( P S I ) LA M I N A T E D V E N E E R B E A M PA R A L L E L S T R A N D B E A M LA M I N A T E D S T R A N D B E A M REMARKS Fv ( P S I ) F t ( P S I ) E ( K S I ) PS L 2 0 0 0 2 9 0 2 0 2 5 2 0 0 0 LS L 2 2 5 0 4 0 0 1 0 7 5 1 5 0 0 LV L 2 6 0 0 2 8 5 1 5 5 5 1 9 0 0 ---- ------ 90 0 70 0 10 0 0 18 0 18 0 18 0 1,600,000 1,400,000 1,700,000 90 0 1 8 0 1 , 6 0 0 , 0 0 0 10 0 0 1 8 0 1 , 7 0 0 , 0 0 0 Received By Lynne Campbell at 11:08 am, May 04, 2012 REMOVE (E)11'-3 1/2" (E ) S H I P S L A D D E R OP E N I N G 1 S-501(E) PRECAST WALL VERIFY CONN TO SLAB FOR STABILITY(E) PRECAST WALL BELOW TO REMAIN REMOVE TOP 2 3/4" (E ) S T U D W A L L BE L O W T O R E M A I N (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 CO N T R A T O R T O N O T I F Y EN G I N E E R O F R E B A R SI Z E A N D S P A C I N G I N LE V E L 3 S L A B T O V E R I F Y CA P A C I T Y O F ( E ) L E V E L 2 SL A B W / A D D ' L L O A D REMOVE TOP OF PRECAST WALL FOR STAIR CLEARANCE 2 S- 5 0 1 HSS4x2-1/2x5/16 (3 ) 2 x 8 (2) 2x6 2x12 2x 1 2 2x12 2x 1 2 (E ) P R E C A S T W A L L (E ) S T U D W A L L (E ) P R E C A S T W A L L (E ) P R E C A S T W A L L 4x 4 . UP3 S- 5 0 1 4 S- 5 0 1 . UP . DN2x 6 @ 16 " O . C . (E) PRECAST SLAB (E) PRECAST SLAB 14 S- 5 0 1 13 S- 5 0 1 W/ ( 1 ) 2 x 4 K I N G PO S T U P FR O M 2 N D F L PO S T U P FR O M L A N D I N G 15 S- 5 0 1 5 S- 5 0 1 4' - 2 " A B O V E 2N D F L O O R 10 S- 5 0 1 (2 ) 2 x 4 12 S- 5 0 1 (4)1 3/4x5 1/2 (3 ) 2 x 6 (2) 2x6 (2 ) 2 x 6 2x 1 2 2x 1 2 2x 6 @ 1 6 " O . C . 2x6 @ 16" O.C. RE M O V E ( E ) PR E C A S T S L A B (E) PRECAST SLAB (E) PRECAST SLAB 4x 4 (E ) P R E C A S T W A L L (E ) P R E C A S T W A L L (E ) P R E C A S T W A L L RE M O V E T O P 2 3 / 4 " (E ) S T U D W A L L 3 S- 5 0 1 6 S- 5 0 1 11 S- 5 0 1 . DN (C O N T . ) 11'-3 1/2" V.I.F. 2' - 6 3 / 4 " V . I . F . 2' - 8 1 / 4 " V . I . F . 2' - 1 0 3 / 4 " V . I . F . 5'-3 1/4" V.I.F.2'-7 1/4" V.I.F. PO S T D N 11 S- 5 0 1 SI M 10 S- 5 0 1 (E ) P R E C A S T W A L L CU T D O W N B E L O W N E W S T A I R HS S 4 x 2 - 1 / 2 x 5 / 1 6 7 S- 5 0 1 8 S- 5 0 1 16 S- 5 0 1 COLORADOREGISTEREDPROF ESSIONALENGINEERPAULDOAK24585 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 professional 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 contained 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 responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience 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.ISSUEDATEUNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:50 PMG:\PROJECTS\23733_01\Revit\23733-Fenstermacher.rvt S-201Fenstermacher Residence PLANS SJM PD 23733.S.01 23733.S.01 04/13/12 1 / 2 " = 1 ' - 0 " LE V E L 3 D E M O P L A N 1 1 / 2 " = 1 ' - 0 " LE V E L 2 F R A M I N G P L A N 2 1 / 2 " = 1 ' - 0 " LE V E L 3 F R A M I N G P L A N 3 PL A N N O T E S : 1. S E S - 0 0 1 F O R G E N E R A L N O T E S . 2. A L L F R A M I N G S H A L L B E D O UB G L A S - F I R # 2 O R B E T T E R . 3. P L Y W O O D S H E A T H I N G S H A LL B E 3 / 4 " A P A - R A T E D T & G . Received By Lynne Campbell at 11:08 am, May 04, 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 JOIST3/4" PLYWOOD SHEATHING W/ 8d @ 6" O.C.EDGE BEAM2x BLOCKING 4- P L Y 5 1 / 2 " L V L B E A M W / ( 2 ) RO W S S D S 1 / 4 " x 6 " @ 2 4 " O . C . & 1 / 2 " x 1 0 " T I T E N H D @ 2 4 " O. C . (E ) P R E C A S T SL A B 2 1/2" (E) PRECAST WALL BELOW SI M P S O N L U S 2 6 @ 2 x 6 LU S 2 6 - 2 @ ( 2 ) 2 x 6 LU S 2 6 - 3 @ ( 3 ) 2 x 6 SIMPSON LUS26 2x6 PLATE W/1/2"x4" TITEN HD @ 32" O.C. EQ EQ SI M P S O N L 9 0 @ 3 2 " O . C . SIMPSON LUS26 @ 2x6 SIMPSON LUS26-2 @ (2) 2x6 SIMPSON LUS26-3 @ (3) 2x6CONTINUOUS 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 ) P R E C A S T W A L L PL 3 / 8 x 9 x 1 ' - 2 " W / (3 ) 1 / 2 " Ø x 4 " S I M P S O N TI T E N H D 4- P L Y 5 1 / 2 " L V L B E A M SE E 5 / S - 5 0 1 (E ) P R E C A S T SL A B 6 S- 5 0 1 6" 11 " TY P . 1 1 / 2 " 1' - 2 " BE N T P L 1 / 4 x 3 B U C K E T W / (2 ) S D S 1 / 4 " x 6 " S C R E W S 3" FL O O R J O I S T 3/ 4 " P L Y W O O D SH E A T H I N G ED G E B E A M 2x S T A I R S T R I N G E R SI M P S O N T H A 2 1 3 PO S T U P SI M P S O N L U S 2 6 - 2 @ ( 2 ) 2 x 6 SE E A R C H F O R TR E A D S A N D R I S E R S 1/ 2 " Ø x 4 " T I T E N H D @ 1 6 " O . C . A T ( E ) PR E C A S T W A L L 2x S T A I R S T R I N G E R (E ) P R E C A S T SL A B SI M P S O N H L 3 5 W / ( 2 ) 1 / 2 " x 1 1 / 2 " LA G S C R E W T O S T R I N G E R & (2 ) 1 / 2 " x 3 " T I T E N H D T O S L A B 1/ 2 " Ø x 4 " T I T E N H D @ 1 6 " O . C . A T ( E ) PR E C A S T W A L L (E ) P R E C A S T SL A B SI M P S O N B C 4 0 W / (4 ) 0 . 1 7 7 " Ø P . A . F . WO O D P O S T A B O V E 3/ 4 " P L Y W O O D SH E A T H I N G ED G E B E A M BI R D S M O U T H 2x S T A I R S T R I N G E R SE E A R C H F O R TR E A D S A N D R I S E R S SI M P S O N L 3 0 1/ 2 " Ø x 4 " T I T E N H D @ 1 6 " O . C . A T ( E ) PR E C A S T W A L L 2x S T A I R S T R I N G E R SI M P S O N T H A 2 1 3 SE E A R C H F O R TR E A D S A N D R I S E R S 1/ 2 " Ø x 4 " T I T E N H D @ 1 6 " O . C . A T ( E ) PR E C A S T W A L L 4- P L Y 5 1 / 2 " L V L B E A M W / ( 2 ) RO W S S D S 1 / 4 " x 6 " @ 2 4 " O . C . & 1/ 2 " x 1 0 " T I T E N H D @ 4 8 " O . C . (E ) P R E C A S T SL A B 2 1/2" (E ) P R E C A S T W A L L PL 3 / 8 x 9 x 1 ' - 2 " W / (3 ) 1 / 2 " Ø x 5 " S I M P S O N TI T E N H D 2x B E A M 6" 8 1 / 2 " TY P . 1 1 / 2 " 11 1 / 2 " BE N T P L 1 / 4 x 3 B U C K E T W / (2 ) S D S 1 / 4 " x 6 " S C R E W S 3" BM W I D T H + 1 / 8 " 1 1 / 2 " 5" 4x P O S T NE W F L O O R BE A M SI M P S O N CC 4 . 6 2 - 3 . 6 2 LA N D I N G B E A M SI M P S O N EC C L R 4 4 SH I M A T B E A M 2x 4 @ 1 6 " O . C . CR I P P L E W A L L BE L O W S T A I R ST R I N G E R 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 REMOVEDHSS 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 & B4"3/16TYP1 1/2"3"1 1/2"2 3/4"2 1/4"2 1/4"3/16 2x 6 L E D G E R W / 1 / 2 " Ø x 4 " TI T E N H D @ 2 4 " O . C . (E ) P R E C A S T SL A B (E ) S T U D W A L L 2x 6 B L O C K I N G @ 4 8 " O . C . 2x 6 L E D G E R W / ( 2 ) 1/ 2 " Ø x 4 " T I T E N H D @ 2 4 " O . C . (E ) P R E C A S T SL A B (E ) S T U D W A L L 2x B E A M W / S I M P S O N LU S 2 6 - 3 COLORADOREGISTEREDPROF ESSIONALENGINEERPAULDOAK24585 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 professional 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 contained 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 responsibility for any claims or damages resulting from your use of this information. Electronic information is provided for the convenience 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.ISSUEDATEUNITS 9 & 19 RIDGEVIEW SQUARE TOWNHOMES VAIL, COLORADO 4/30/2012 3:50:52 PMG:\PROJECTS\23733_01\Revit\23733-Fenstermacher.rvt S-501Fenstermacher Residence DETAILS SJM PD 23733.S.01 23733.S.01 04/13/12 1 1/2" = 1'-0"1DEMO AT LANDING 1 1 / 2 " = 1 ' - 0 " 6 WO O D J O I S T A T C O N C S L A B 1 1/2" = 1'-0"3WOOD JOIST AT CONC WALL 1 1/2" = 1'-0"4WOOD JOIST PARALLEL TO STUD WALL 1 1 / 2 " = 1 ' - 0 " 11 LV L B E A M A T C O N C W A L L 1 1 / 2 " = 1 ' - 0 " 13 ST A I R S T R I N G E R D N A T L A N D I N G 1 1 / 2 " = 1 ' - 0 " 14 ST A I R S T R I N G E R A T F L O O R 1 1 / 2 " = 1 ' - 0 " 5 WO O D P O S T A T ( E ) S L A B 1 1 / 2 " = 1 ' - 0 " 15 ST A I R S T R I N G E R U P A T L A N D I N G 1 1 / 2 " = 1 ' - 0 " 16 ST A I R S T R I N G E R D N A T F L O O R 1 1 / 2 " = 1 ' - 0 " 12 DI M E N S I O N A L B E A M A T C O N C W A L L 1 1 / 2 " = 1 ' - 0 " 10 FL O O R B E A M A T P O S T 1 1/2" = 1'-0"2DEMO AT STAIR OPENING 1 1 / 2 " = 1 ' - 0 " 7 WO O D L E D G E R A T C O N C S L A B 1 1 / 2 " = 1 ' - 0 " 8 WO O D B E A M A T C O N C S L A B Received By Lynne Campbell at 11:08 am, May 04, 2012 UP DN EX I S T I N G S T A I R S 14R @ 7 1/8" = 8'-4" 2' - 6 3 / 4 " 1 1 / 2 " 2' - 6 3 / 4 " EX I S T I N G W A L L S TY P I C A L 2' - 7 1/4" 3' - 0 1/2" EX I S T I N G D E M I S I N G W A L L BE T W E E N C O N D O M I N I U M U N I T S EX I S T I N G D E M I S I N G W A L L BE T W E E N C O N D O M I N I U M U N I T S 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" DO O R T O E X I S T I N G BE D R O O M EX I S T I N G B A T H R O O M EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EX I S T I N G L A D D E R T O L O F T AT T I C S P A C E EX I S T I N G D O O R TO A T T I C ~ RE L O C A T E D O O R PE R N E W CO N S T R U C T I O N PL A N EX I S T I N G F L O O R O P E N I N G EX I S T I N G 4 7 " X 4 1 " WI N D O W ~ E X I S T I N G S I L L AT 4 6 " EX I S T I N G 2 2 " X 4 4 " W I N D O W ~ E X I S T I N G S I L L A T 4 6 " EXISITNG ROOF OUTSIDE OF WINDOWS EX I S T I N G D E M I S I N G W A L L BE T W E E N C O N D O M I N I U M U N I T S EX I S T I N G D E M I S I N G W A L L BE T W E E N C O N D O M I N I U M U N I T S EX I S T I N G L O F T EX I S T I N G L A D D E R 23 0 1 B l a k e S t r e e t , S u i t e 1 0 0 , D e n v e r , C O 8 0 2 0 5 30 3 . 8 6 1 . 8 5 5 5 02 2 5 M a i n S t r e e t , U n i t C 1 0 1 E d w a r d s , C O 8 1 6 3 2 97 0 . 9 2 6 . 8 9 6 0 De n v e r Va i l COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C. Pr o j e c t T i t l e : Sh e e t T i t l e : DPA Project:Sheet Number:Reference:5/1/2012 7:49:37 PM FE N S T E R M A C H E R R E S I D E N C E - S T A I R A D D I T I O N EX I S T I N G S T A I R P L A N S 12908.00.000A-01 ISSUE / REVISIONDATENO.CONSTRUCTION DOCUMENTS02APR20121 1 / 4 " = 1 ' - 0 " 1 Le v e l 1 E x i s t i n g 1 / 4 " = 1 ' - 0 " 2 Le v e l 2 E x i s t i n g 1 / 4 " = 1 ' - 0 " 3 LE V E L 3 E x i s t i n g 45 0 6 S P R U C E W A Y , U N I T 9 A N D 1 9 VA I L , C O 8 1 6 5 7 Received By Lynne Campbell at 11:08 am, May 04, 2012 DNUP DN1A-032A-03 EXISTING BATHROOM DO O R T O E X I S T I N G BE D R O O M EX I S T I N G B A T H R O O M EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS14R @ 7 1/8" = 8'-4"2' - 6 3/4"EXISTING STAIR NE W S T A I R 3' - 5" 1 A- 0 3 2 A- 0 3 INFILL EXISTING FLOOR WITH FRAMINGNEW WALL TO CEILING RE L O C A T E D A T T I C AC C E S S D O O R 14 R @ 7 1 / 8 " = 8 ' - 4 " AT T I C S P A C E EXISTING 47"X41"WINDOW ~ EXISTING SILL AT 46"EXISTING 22"X44" WINDOW ~ EXISTING SILL AT 46"EXISITNG ROOF OUTSIDE OF WINDOWSEXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITS LINE DENOTING 5'-0" HEAD HEIGHT 23 0 1 B l a k e S t r e e t , S u i t e 1 0 0 , D e n v e r , C O 8 0 2 0 5 30 3 . 8 6 1 . 8 5 5 5 02 2 5 M a i n S t r e e t , U n i t C 1 0 1 E d w a r d s , C O 8 1 6 3 2 97 0 . 9 2 6 . 8 9 6 0 De n v e r Va i l COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C. Pr o j e c t T i t l e : Sh e e t T i t l e : DPA Project:Sheet Number:Reference:5/1/2012 7:49:37 PM FE N S T E R M A C H E R R E S I D E N C E - S T A I R A D D I T I O N CO N S T R U C T I O N P L A N S 12908.00.000A-02 ISSUE / REVISIONDATENO. 1 / 4 " = 1 ' - 0 " 1 LE V E L 2 C O N S T R U C T I O N P L A N 1 / 4 " = 1 ' - 0 " 2 LE V E L 3 C O N S T R U C T I O N P L A N 45 0 6 S P R U C E W A Y , U N I T 9 A N D 1 9 VA I L , C O 8 1 6 5 7 Re c e i v e d By Ly n n e Ca m p b e l l at 11 : 0 8 am , Ma y 04 , 20 1 2 LE V E L 1 10 0 ' - 0 " LE V E L 2 10 8 ' - 4 " LE V E L 3 11 6 ' - 8 " 2 A- 0 3 5' - 11 9/16" 6' - 8" 6' - 8 7/8" 7 1/8"10 " EX I S T I N G LA N D I N G EX I S T I N G RA I L I N G DR Y W A L L BO T T O M O F ST A I R ST R I N G E R S NE W W A L L NE W W O O D S T R I N G E R , RI S E R A N D T R E A D S FI N I S H E D W I T H CA R P E T AT T I C S P A C E EX I S T I N G R O O F EX T E N D L A N D I N G C E I L I N G TO W A L L NO T C H C E I L I N G T O PR O V I D E 6 ' - 8 " H E A D CL E A R A N C E A T T H E T O P OF T H E S T A I N R 5' - 0" LI N E D E N O T I N G 5 ' - 0 " HE A D H E I G H T LEVEL 1 100' - 0"LEVEL 2 108' - 4"LEVEL 3 116' - 8"1 A-03 EXISTING DEMISING WALL BETWEEN CONDOMINIUM UNITSEXISTING STAIREXISTING WALL BEYOND EX I S T I N G LA N D I N G 2' - 7 1/4" EX I S T I N G RA I L I N G EXISTING PRE-CAST CONCRETE SLABNEW WOOD STRINGER, RISER AND TREADS FINISHED WITH CARPET DR Y W A L L BO T T O M O F ST A I R ST R I N G E R S 7 1/8"10"3' - 0"NEW RAILING TO MATCH EXISTINGEXISTING PRE-CAST CONCRETE SLABCUT NEW SLAB OPEING7' - 10 1/2"EXISTING ROOF STRUCTURE 8'-4"8'-4"WALL BEYOND 23 0 1 B l a k e S t r e e t , S u i t e 1 0 0 , D e n v e r , C O 8 0 2 0 5 30 3 . 8 6 1 . 8 5 5 5 02 2 5 M a i n S t r e e t , U n i t C 1 0 1 E d w a r d s , C O 8 1 6 3 2 97 0 . 9 2 6 . 8 9 6 0 De n v e r Va i l COPYRIGHT 2011 - DAVIS PARTNERSHIP, P.C. Pr o j e c t T i t l e : Sh e e t T i t l e : DPA Project:Sheet Number:Reference:5/1/2012 7:49:38 PM FE N S T E R M A C H E R R E S I D E N C E - S T A I R A D D I T I O N ST A I R S E C T I O N S 12908.00.000A-03 ISSUE / REVISIONDATENO.CONSTRUCTION DOCUMENTS02APR20121 1 / 4 " = 1 ' - 0 " 1 EA S T W E S T S T A I R S E C T I O N 1 / 4 " = 1 ' - 0 " 2 NO R T H S O U T H S T A I R S E C T I O N 45 0 6 S P R U C E W A Y , U N I T 9 A N D 1 9 VA I L , C O 8 1 6 5 7 Received By Lynne Campbell at 11:08 am, May 04, 2012