Loading...
HomeMy WebLinkAboutB10-0112 Plansii 1. ALL WORK SHALL CONFORM TO ALL APPLICABLE CODES AND STANDARDS. ALL WORK SHALL BE IN CONFORMANCE WITH THE GUIDELINES AND CODES ADOPTED BY THE TOWN OF VAIL $ EAGLE COUNTY. 2. EACH TRADE CONTRACTOR SHALL VISIT THE SITE AND BECOME KNOWLEDGEABLE OF CONDITIONS THEREIN. EACH SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL REQUIREMENTS OF THE PROJECT AND SHALL NOTIFY THE ARCHITECT OF ANY CONDITIONS REQUIRING INFORMATION BEFORE PROCEEDING W1TH THE WORK. TAKE SPECIAL NOTE THAT ELECTRICAL AND MECHANICAL DEVICES PLUMBING FIXTURES AND REGISTERS ARE SPECIFICALLY LOCATED. LOCATION OF FRAMING MEMBERS MUST BE COORDINATED WITH THESE ELEMENTS TO ASSURE EXACT PLACEMENT. 3. ANY UTILITY SHUT --OFFS AS REQUIRED BY THE CONTRACTOR FOR COMPLETION OF THE WORK, SUCH AS ELECTRICAL, GAS, WATER, SEWER, ETC. MUST BE SCHEDULED WITH THE APPROPRIATE UTILITY COMPANIES PRIOR TO COMMENCING WORK. 4. DRAWINGS ARE TO BE ISSUED TO THE SUBCONTRACTORS BY THE CONTRACTOR IN COMPLETE SETS 50 THAT THE EXTENT AND COORDINATION OF WORK IS MADE POSSIBLE. 5. DETAILS SHOWN ARE INTENDED TO BE INDICATIVE OF THE PROFILES AND TYPE OF DETAILING REQUIRED FOR THE WORK. DETAILS NOT SHOWN ARE SIMILAR IN CHARACTER TO THOSE DETAILED. G. WHERE SPECIFIC DIMENSION, DETAILS, AND DE51GN INTENT CANNOT BE DETERMINED, NOTIFY THE ARCHITECT IN WRITING BEFORE PROCEEDING WITH ANY WORK IN QUESTION. 7. DIMEN5IONS SHALL GOVERN. DO NOT SCALE DRAWINGS. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES, OMISSIONS, AND /OR CONFLICTS BEFORE PROCEEDING WITH THE WORK, 5. ALL DIMENSIONS SHALL BE VERIFIED ON THE SITE BEFORE PROCEEDING WITH THE WORK. NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES. q. UNLESS NOTED OTHERWISE, ALL WALLS AND PARTITIONS ARE DIMENSIONED TO THE FACE OF THE STUDS SUPPORTING THE WALL. 10. UNLESS NOTED OTHERWISE, ALL FASTENERS AND FASTENING DEVICES ARE TO BE CONCEALED IN ALL FINISHED SPACES. 11. ALL DISSIMILAR METALS SHALL BE EFFECTIVELY ISOLATED FROM EACH OTHER TO AVOID GALVANIC ACTIONS. 12. ALL EXTERIOR FERROUS METAL WORK LOCATED ON EXTERIOR OR IN NON - CONDITIONED INTERIOR SPACES SHALL BE HOT- DIPPED GALVANIZED (EXCEPT FOR ORNAMENTAL METAL(S)). 13. THE ENGINEER'S SELECTION OF MATERIALS AND DETAILS DOES NOT RELIEVE THE CONTRACTOR FROM VERIFYING W1TH THE MATERIAL SUPPLIERS THAT THE PROPOSED MATERIALS ARE CORRECT AND PROPER FOR THE INTENDED APPLICATION AND USE. 14. ALL MATERIALS AND EQUIPMENT THAT IS INCORPORATED INTO THE WORK SMALL BE NEW AND OF THE BEST QUALITY SPECIFIED. ALL WORK PERFORMED SHALL BE DONE IN A WORKMANLIKE MANNER ONLY BY PERSONS SKILLED IN THE TYPE OF WORK TO BE PERFORMED, AND IN ACCORDANCE WITH ALL APPLICABLE CODED AND ORDINANCES. 15. AT ALL TIMES, THE PREMISES 514ALL BE KEPT CLEAN FROM THE ACCUMULATION OF WASTE MATERIALS AND DEBRIS, AND UPON COMPLETION OF THE WORK SHALL REMOVE ALL WASTE MATERIALS AND RUBBISH, AND LEAVE THE WORK IN A BROOM CLEAN CONDITION. UNDER NO CIRCUMSTANCES IS FOOD TO BE LEFT OUT IN THE OPEN UNLESS IT IS PROPERLY WRAPPED AND STORED IN A SUITABLE CONTAINER, UNFINISHED FOOD SHALL BE THROWN OUT IN A CONTAINER WITH A TIGHT FITTING COVER AND REMOVED FROM THE SITE AT LEAST ONCE PER WEEK. 16. ALL CUTTING AND PATCHING REQUIRED DIRECTLY OF INDIRECTLY BY THE SCOPE OF WORK PORTRAYED IN THE CONSTRUCTION DOCUMENTS SHALL BE INCLUDED IN THE CONTRACTOR'S PROPOSAL. ALL SURFACES ARE TO BE RETURNED TO THEIR PRE- CONSTRUCTION APPEARANCES. WHERE EXISTING MATERIALS CANNOT BE FOUND OR PROPERLY MATCHED THE ARCHITECT 15 TO BE NOTIFIED PRIOR TO COMMENCEMENT OF THE WORK. 17. ALL AFFECTED PARTY WALLS ARE BE RESTORED TO MEET CURRENT BUILDING CODES FOR FIRE RESISTIVE SEPARATION. ANY EXISTING CONSTRUCTION DISCOVERED TO BE INADEQUATE IN THIS REGARD 15 TO BE RECONSTRUCTED AS REQUIRED TO MEET OR EXCEED ALL CURRENT BUILDING CODE REQUIREMENTS. SIMILARLY THE FIRESEPARATON BETWEEN THE GARAGE AND RESIDENCE 15 TO BE CONSTRUCTED TO MEET OR tkEED ALL REQUIRED BUILDING CODES. SITE NORK 1. ALL EXISTING TOPOGRAPHY, UNDERGROUND UTILITIES, STRUCTURES, AND ASSOCIATED FACILITIES SHOWN ON THE DRAWINGS HAVE BEEN DRAWN FROM AVAILABLE RECORD DRAWINGS. THEREFORE, THEIR LOCATIONS AND ELEVATIONS MUST BE CONSIDERED APPROXIMATE ONLY. THERE MAY BE OTHER FACILITIES, THE EXISTENCE OF WHICH MAY NOT BE PRESENTLY KNOWN, CONTRACTOR IS TO VERIFY ALL EXISTING STRUCTURES AND FACILITIES AND IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO STARTING THE WORK. 3. CONSTRUCTION OPERATIONS S! -TALL BE CONDUCTED IN SUCH A WAY AS TO PREVENT TRACKING OF MUD OR SOIL ONTO PUBLIC THOROUGHFARES. AT THE END OF EACH DAY THE CONTRACTOR SHALL CLEAN UP ALL MUD OR SOIL WHICH HAS BEEN TRACKED ONTO PUBLIC STREETS. 4. THE CONTRACTOR SHALL FIELD CHECK ALL DIMENSIONS AND ELEVATIONS AND VERIFY THE LOCATION AND ELEVATION OF EXISTING UTILITY LINES AND STRUCTURES TO BE CONNECTED TO THE WORK. DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 5. ALL SEDIMENT SHALL BE PREVENTED FROM ENTERING ANY EXISTING STORM DRAINAGE SYSTEM. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR REMOVING SEDIMENT AND DEBRIS FROM EXISTING AND NEWLY CONSTRUCTED STORM SEWERS, PIPES, DRAINAGE STRUCTURES PRIOR TO FINAL COMPLETION. SEALANTS 1, ALL SEALANT JOINTS SHALL BE 51ZED SUCH THAT THEY WILL BE WITHIN THE MAXIMUM /MINIMUM SIZE IN THEIR INSTALLED POSITION AS RECOMMENDED BY THE MANUFACTURER. 2. DEPTH OF SEALANT JOINT SHALL NOT EXCEED 1/2 THE WIDTH OF THE JOINT. 3. ALL SEALANT JOINTS SHALL MAINTAIN CONTACT WITH THE ADJOINING PARTS WITHIN ALLOWABLE DIMENSIONED CHANGES IN THE THE JOINT SIZE. ALL SEALANT JOINTS SHALL MAINTAIN DURABILITY AND INTEGRITY UNDER ALL SPECIFIED CONDITIONS AND CONDITIONS OF THE LOCALITY WHERE THE PROJECT 15 LOCATED. 4. ALL SEALANT JOINTS SHALL BE INSTALLED WITH THE APPROPRIATE JOINT FILLER. 5. PROVIDE CUSTOM COLOR FOR SEALANT EXPOSED TO VIEW FROM THE MANUFACTURER'S FULL RANGE OF SELECTIONS, AS SELECTED BY THE ARCHITECT. (o. THE SEALANT MANUFACTURER SHALL VERIFY THAT ALL SEALANTS USED FOR THE EXTERIOR WALL ARE CORRECT FOR THE APPLICATION SHOWN AND WILL BE COMPATIBLE WITH EACH OTHER BEFORE, DURING AND AFTER CURING. INSULATION AND VAPOR BARRI 1. THERMAL WALL INSULATION IS UNFACED BLOWN IN FIBERGLASS BATT INSULATION. IN ADDITION TO ALL FRAME PERIMETER WALLS= ALL WALLS BETWEEN HABITABLE SPACE AND UNHEATED CRAWL SPACES OR ATTICS ARE TO BE INSULATED. 2. FIBERGLASS THERMAL WALL INSULATION SHALL BE HELD IN PLACE WITH FIBERGLASS STRAPPING AS REQ'D 3. WALL VAPOR BARRIER SHALL BE CELOTEX "MEMBRANE ". TAPE AT ALL DISRUPTIONS IN THE MEMBRANE. (IE: WINDOWS AND DOORS). FOLD INTO BACK BOXES AND TAPE TO FORM CONTINUOUS SEAL. PROVIDE AND INSTALL SEALED ELECTRICAL BOXES AND OUTLETS TO MINIMIZE VAPOR PENETRATION AND ENERGY LOSS INTO THE EXTERIOR WALL CAVITY. 4, THERMAL ROOF INSULATION SHALL BE it 1/2" THICK BLOWN IN FIBERGLASS. S. PROVIDE AND INSTALL CELOTEX "MEMBRANE" ABOVE GYPSUM BOARD AT CEILING AND TAPE ALONG ITS ENTIRE PERIMETER 1 THE WALL VAPOR BARRIER. I TOWN OF VAIL EXISTING CH11"INEr FLUE TERM INATION 70 REMAIN MUST BE SECURED AS REQUIRED AFTER REMOVAL OF EXISTING FL UE. ti i II 1l III EXISTING DOOR; SID-FLIGHT AND NALL TO BE DEMOLISHED T.O. PLYND. ROOF DECK T.O. EXIST. PLYND. SUBFLR. - 7�82q4 T.O. EXIST. PLYND, SU5FLOOR T.O. EXIST'G GONG. SLAB 'f 6276'-0" (VJ.F.) SIDELIGHT T PLYND ROOF DECK EXISTING NALL- NINDONS TO REMAIN T EXIST PLYND SUBFLR, ,T,O. EXIST. PLYND, SUBFLOOR '8285'-4 114 (V.I.F.) EXISTING STONE VENEER t NALL GAP TO REMAIN T.O. FXIST'G GONG SLAB MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 REVISIONS THE LOPEZ NENOVATION 17 T.O. PLYND. ROOF DECK 8504 -6 1/2 (V.I.F.) PLYND. ROOF DECK EXISTING NALL t NINDONS TO REMAIN C1 g kT.O. EXIST. PLYND. SUBFLR. " 8284 1 r — (V - — IF -- F — EXISTING NINDONIS AND DOOR 70 BE DEMOL ISHED — EXISTING NALL AREA TO BE DEMOLISHED - NEN STRUCTURAL HEADER TO BE INSTALLED A kT.O. EXIST. PL YND. SL)BFLOOR � -4 114 7v.I.F.) 0 1 W%Wj I MUMMA T ELEVATION T.O. EXIST. PLYND. SUBFLR. 82 4 1 1 �V. 1, F�,� NEN B/ CONTROL JOINTS AS INDICATED 71 A A3*0 SHEET NUMBER 28, 2010 APRIL APRIL 21, 2010 APRIL 0, 2010 MARCH 15, 2010 DRS JANUARY 4, 2010 A A3*0 SHEET NUMBER -- 7 - rT ---- j I 11 UP L J EXISTING STAIR TO BE DEMOLISHED L- L I - Ej� - 7 EXISTING DOOR t V41NDOV45 TO BE DEMOLISHED/ FAL OPENING TO BE CREATED FOR NEW DOOR APRIL EXISTING FIREPLACE; STONE VENEER; HEARTH; MANTLE FI 1 $ INTERIOR CHASE WALL CHIMNEY TO B DEMOI ISHED, THE LOPEZ I I I I , lWWW"m F- p f I �l EXISTING FLOOR PLANS lmpwft� A ou SHEET NUMBER MICHAEL HAZARD ASSOCIATES COPYRIGHT a 2010 APRIL 26. 2010 APRIL 21, 2010 APRIL 9. 2010 MARCH 15, 2010 ORB JANUARY 4. 2010 EXISTING FLOOR PLANS lmpwft� A ou SHEET NUMBER MICHAEL HAZARD ASSOCIATES COPYRIGHT a 2010 MICHAEL HAZARD ASSOCIATES COPYRIGHT 0 2410 fj DASHED LINE OF EXISTING N FL OO R A • r NEN 5 /g GYP. D,N. DOUBLE PARTY WALL 10 BE CONSTRUCTED - � a I" NEN NALL MOUNTED STAIR AND LAMINATED GLASS RA ILINGS NEN 1 3 /4" SOLID CORE DOOR N/ SPRING LOADED HI NGES TO PROVIDE BLDG CODE REQUIRED SEPARATION. i STAI NEN NALL MOUNTED LAMIN GL ASS RA ILINGS 1 tN 1:2" NIDE X 6" TALL SLOT TO BF GUT IN TO EXISTING CEILING — RF.: S TRUGT. CONSTRUCT NEN FLOOR; PATCH AND SHEATH NALLS OF CHASE NITH 5 /a" GYP. D.N.. TH E LOPEZ R ENOVATION PR OJECT r 100 r • .s - E • r. r • - s • z J �- J 1 F3 PROPOS ENTRY ♦1 MAIN LEVEL FLOOR PLA A ol SHEET NUMBE t n l V i_ �� wn r- � i I I I -a^ n i i n� ra-t- -r ..•. ,-. ,— APRIL 28, 2010 APRIL 21. 2010 APRIL B. 2010 MARCH 10, 2010 ORS JANUARY 4. 2010 PROPOS ENTRY ♦1 MAIN LEVEL FLOOR PLA A ol SHEET NUMBE t n l V i_ �� wn r- � i I I I -a^ n i i n� ra-t- -r ..•. ,-. ,— CONSTRUCT NEIL FLOOR; PATCH AND SHEATH NALLS OF CHASE N 171 ''/a" GYP. D. N.. EXISTING FIREPLACE CHASE AND FLUE CAF' TO REMAIN MICHAEL HAZARD ASSOCIATE COPYRIGHT Q 2010 .i SEAL r � • TOWNHOME NUMBER 8 1350 SANDSTONE DRIVE VAIL. COLORADO 81657 :1 APRIL 28, 2010 APRIL 21, 2010 APRIL. S. 2010 JANUARY 4. 2010 f" "'O® UPPE • rr . . !! A 04 SHEET NUMBER MICHAEL HAZARD ASSOCIATES COPYRIGHT a 9910," 7,32 CK901110.4som sma 1�9K Eq�K TILE 5 TILE S out tr THE LOPEZ RENOVATION PROJECT NO. 1001 TOWNHOME NUMBER 8 1350 SANDSTONE DRIVE VAIL, COLORADO 81887 MICHAEL HAZARD ol W1" E� MIMT1 .K Gyp. D.W. TAPED t PTD PLANNING INTERIORS r 1-1 mt" APRIL 28, 2010 APRIL 21, 2010 APRIL 9, 2010 A AID SHEET NUMBER DESIGN CRITERIA: Lopez Remodel JOB #: 1003 -06 Roof Live Load (Snow) -------------------------- - - - - -- 100 psf Roof Dead Load ------------------------------ - - - - -- 15 psf Floor Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 40 psf Floor Dead Load ------------------------------ - - - - -- 15 psf Wind (3 Second Gust) -------------------------- - - - - -- 90 mph (Exp. B) Seismic Design Category - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - B Per IBC 3403.4, Lateral load elements may remain unaltered since the alterations to the structure do not increase the demand -to- capacity ratio by more than 10 %. IBC /IRC Edition ------------------------------ - - - - -- 2009 STRUCTURAL WOOD FRAMING: a. Except where noted otherwise, all 2" nominal lumber, except studs, shall be Douglas Fir -Larch #2 and better, and all solid timber beams and posts 3" nominal and wider shall be Douglas Fir -Larch #2. b. Studs shall be Stud grade and better Douglas Fir -Larch or Hem Fir. C. Built -up beams consisting of multiple 2x members shall be nailed together with two rows of 16d nails spaced at 12" on center, or with two rows of 1/2" diameter thru -bolts spaced at 24" on center. d. Beneath solid or built -up columns noted on plans, blocking of area equivalent to column above shall be provided within floor joist spaces and in wall spaces below. Door or window trimmers consisting of a single stud do not require special blocking in the joist space. e. Except as noted otherwise, minimum nailing shall be provided as specified in the "Fastening Schedule" 2009 IBC Table 2304.9.1. f. Laminated veneer lumber (LVL) shall have the following minimum properties: 1. Flexural stress --------------------- - - - - -- 2600 psi 2. Modulus of elasticity ----------------- - - - - -- 1,900,000 psi 3. Tension parallel to grain --------------- - - - - -- 1850 psi 4. Compression parallel to grain ----------- - - - - -- 2310 psi 5. Compression perpendicular to grain (parallel to glue line) 750 psi 6. Horizontal shear - - - - - - - - - - - - - - - - - - - - - - - - - 285 psi J - - - - - - - - - - -------- ------- I fl H fT # I II III I I I I II III LL__ AA 1 it I it III JL___ III Jil I I I II}T­ ROO I P LAN NORTH 1. EXISTING CONSTRUCTION IS INDICATED THUS ( - - - -- -- -), NEW CONSTRUCTION IS INDICATED THUS ( ) GENERAL REQUIREMENTS: a. Structural erection and brocing: The structural drawings illustrate the completed structure with all elements in their final positions, properly supported and braced. The contractor, in the proper sequence, shall provide shoring and bracing as may be required during construction to achieve the final completed structure. Contact structural engineer for consultation (not in contract) as required. b. Construction practices: General contractor is responsible for means, methods, techniques, sequences and procedures for construction of this project. Notify structural engineer of omissions or conflicts between the working drawings and existing conditions. Coordinate requirements for mechanical /electrical /plumbing penetrations through structural elements with structural engineer. Jobsite safety is the sole responsibility of the contractor. All methods used for construction shall be in accordance with the latest editions of the IBC /IRC. C. Details not specifically shown on the drawings shall be constructed in a manner similar to the details that are shown for like conditions. These items shall be brought to the attention of the structural engineer as soon as possible for approval. Approval shall be obtained prior to installation. d. All waterproofing and flashing is the responsibility of the architect and contractor. e. It is the responsibility of the contractor to contact the structural engineer at the appropriate time to perform site observation visits. Observation visits to the jobsite by the engineer are for determination of general conformance with the construction documents and shall not be construed as inspection. f. Though every effort is made to provide a complete and clear set of construction documents, discrepancies or omissions may occur. Release of these drawings anticipates cooperation and continued communication between the contractor, architect and engineer to provide the best possible structure. These drawings have been prepared for the use of a qualified contractor experienced in the construction techniques and systems depicted. g. Existing structures: Contractor shall be responsible for verifying dimensions, elevations, framing, foundation and anything else that may affect the work shown on the drawings. Underpinning, shoring and bracing of existing structures shall be the responsibility of the contractor. 2x1 2's @ 16" O.C. I I 1 I I I r I (Y4x9Y2 !LVL RIPPED DOWN TO 9" I I (DROPPED) I I i I ; � EXSTG. 18" T 1's Q 124" O.L. I i I I I ! I I I (2)-1%,x18 L _J I 61MPSON LS9� E E I1{I I I i I I IIII III III E I I � I III 1 I,3:: 6 1 111 IIII II�� I I I IIII IIII I mN { I I I�© I i Ill iIX4 E I IIII I( -i— — — — — I o _0 I 1 ; �► I IJ0E E III; III o co , I III IIII �. II� I i I I I IIII j lF1_ L _ — III e 6 III � I N 2x12 I ( — , T I I u L_ I I I E I i I I 1) 174AICM1_VL II � E I ,IE I , I III I III I L= J -' I I I I IIII III III I '`�I I I I I I IIII{ III I + L = 1 -1/ x18 LVL I I I I I II I II I () 4 I EXSTG 18" JI's Q 24" O. . I II I III III III I I I I I I I I III IIII ( I IIII III I III I I I ( I {II IIII I I I I I II 1 IIII I I I IIII I �— II I I I II II II II II III I III( I I I I II III IIII I II II II II II III I I 1 ;� I I I II II II II II II ; I I III I I I I I I I I I I I I I I Ili I I I I I I' ( I I I 1 I III I I I I I I I I l I l I I • i AIN FLOOR FRAMING PLAN SCALE: 1 /4" — V-0" 1. EXISTING CONSTRUCTION IS INDICATED THUS (- - - - - -), NEW CONSTRUCTION IS INDICATED THUS ( } UPPER FLOOR FRAMING PLAN SCALE: 1 /4" = V-0" 1. EXISTING CONSTRUCTION IS INDICATED THUS ( - - - --- - -), NEW CONSTRUCTION IS INDICATED THUS ( PROVIDE A MINIMUM OF ONE KING STUD, OR AS SPECIFIED 01` PLAN TYPICAL WINDOW /DOOR HEADER SEE FRAMING PLANS FOR HEADER SIZE POSTS SPECIFIED ON PLAN INDICATE TRIMMERS ONLY AND DO NOT INCLUDE KING STUDS SCALE: 3/4" = 1' -0" CONTACT ENGINEER WITH - EXSTG. JOIST DIMENSIONS FOR HANGER CONNECTIONS, TYP. NORTH IIII IIII — -- - - - — — __ — �- - - -` — -- I I I _III I I I I I I I I I I IIII I I ( I I I I II I I I III 0, �o mat 05/1 7/ 10 C j CC) < cv U o � 0 � <t p Co ao Z - C 0) G) f- 0 0 2 zv)to 0rnaz z 00 W ,-„-t ~�0 c H co(nJ. V) Z C U �00 cQ 0) , �- � p�c�s3rn m Ja designed by MTN drawn by MTN checked by TDH issued PRELIM 05/14/10 PERMIT 05/17Z10 sheet JOB #1003 -06