HomeMy WebLinkAboutB15-0309 plans approved .
PROJECT INFORMATION:
ADDRESS/LOCATION
OCCUPANCY CLASS:
BUILDING TYPE
SIZE:
NORTHWOODS CONDOMINIUM - BLDG. F
UNIT F5
600 VAIL VALLEY DRIVE
VAIL, COLORADO
MULTI-FAMILY RESIDENTIAL
NO CHANGE TO EXG (TYPE III)
NO CHANGE TO EXISTING UNIT SIZE
SCOPE OF WORK: REMODEL EXG. BATHS, LAUNDRY 8� CLOSET.
MINOR CHANGET TO INTERIOR WALLS WITHIN UNIT
REFINISH EXG. STAIRS FROM FIRST LEVEL TO THRID LEVEL.
REMOVE 8� REPLACE STAIR FROM THIRD TO FOURTH LEVEL.
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TOWN OF �/A(�_
NOTE: ALL EXTERIOR WORK (NEW WINDOWS, CHIMNEY) IS TO
BE PERFORMED UNDER SEPARATE CONTRACT BY
HOMEOWNER'S ASSOCIATION.
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OWNER: FERNANDO OGARRIO KALB
Bosque de Ciruelos No. 180
Piso 5, Despacho B
Col. Bosques de �as Lomas.
Delegacion Miguel Hidalgo.
MEXICO, D.F.
52452145
GENERAL CONTRACTOR:
DESIGN ARCHITECT:
Y.0 Construction LLC
ADDRESS. 32700 HWY #372
Edwards CO
9 70-531-8985
OGARRIO ARQUTECTOS
Bosque de Ciruelos No. 180
Piso 5, Despacho B
Coi. Bosques de las Lomas.
Delegacion Miguel Hidalgo.
MEXICO, D.F.
52452145
ARCHITECT OF RECORD: LKSM DESIGN, P.C.
PO BOX 9195
AVON, COLORADO 81620
970.376.6623
LMAYER@LKSMDESIGN COM
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ARQUITECTOS
T`own of Vail
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NORTHWOODS, VAIL.
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CODE NOTES:
1. THE TOWN OF VAIL IS THE LOCAL JURISDICTION.
2. NO EXTERIOR WORK IS BEING PERFORMED UNDER THIS SCOPE OF WORK.
3. THE G.C. SHALL BE RESPONSIBLE FOR OBTAINING ALL PERMITS AND REQUIRED
APPROVALS. THIS PROJECT IS GOVERNED BY THE 2012 INTERNATIONAL BUILDING
CODE. CODE COMPLIANCE IS MANDATORY. THE CONSTRUCTION DOCUMENTS
SHALL NOT PERMIT WORK THAT DOES NOT CONFORM TO ALL RELEVANT CODES
INCLUDING ALL LOCAL AND REGIONAL CODES.
4. FiRE SEPARATION REQUIRED:
1-HOUR: FROM RES. UNITS TO RES. UNIT
1-HOUR FROM RES. UNIT TO PUBLIC CORRIDORS.
5. MAINTAIN EXISTING FIRE RESISTANT WALL & FLOOR CONSTRUCTION AS NOTED
ABOVE. PROVIDE FIRE-STOPPING AT ALL NEW PENETRATIONS IN RATED
CONSTRUCTION.
6. ALL EXISTING FIREPROOFING 8�/OR FIRE-RATED WALL SYSTEMS SHALL REMAIN
iNTACT. ANY FIREPROOFING DISTURBED DURING CONSTRUCTION MUST BE
REPLACED PER ORIGINAL THICKNESS AND SPECIFICATION. G.C. SHALL
COORDINATE ALL REPAIRED FIREPROOFING.
7. ANY FAN/DUCT WORK LOCATED IN 1-HOUR WALL CONSTRUCTION SHALL HAVE A
1-HOUR RATED DAMPER.
8. ALL WORK PERFORMED ON THE EXISTING SPRINKLER SYSTEM SHALL BE PERFORMED
BY A LICENSED PLUMBING CONTRACTOR AND COORDINATED BY THE G.C.
APPROVALS WILL BE REQUIRED BY THE TOWN OF VAIL FIRE DEPARTMENT.
9. ALL WORK PERFORMED ON THE EXISTING FIRE ALARM SYSTEM SHALL BE
PERFORMED BY A LICENSED CONTRACTOR.
NORTHWOODS, VAIL.
GENERAL NOTES:
1. DO NOT SCALE DRAWINGS
2. THE GENERAL CONTRACTOR FOR THIS PROJECT SHALL COORDINATE ALL WORK
WITH SUB-CONTRACTORS. G.C. SHALL ORDER ALL MATERIALS UNLESS OTHERWISE
NOTED. ALL SUB-CONTRACTORS SHALL VERIFY ALL DIMENSIONS 8� EXISTING
CONDITIONS ON THE JOB SITE PRIOR TO BEGINNING ANY WORK OR ORDERING
ANY MATERIALS. NOTIFY OWNER OR ARCHITECT OF ANY CONFLICTS OR
DISCREPANCIES IN THE DOCUMENTS IMMEDIATELY.
3. PLAN DIMENSIONS AT EXG WALLS ARE TO FACE OF FINISH WALL. PLAN DIMENSIONS
FOR NEW WALLS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS
OTHERWISE NOTED.
4. ALL NEW WALLS SHALL ALIGN WITH ADJACENT EXISTING SURFACES. ALL NEW
WALLS WHICH REQUIRE PATCHING SHALL MATCH EXISTING FINISH AND TEXTURE.
PAINT ENT�RE WALL IF ANY PATCHING HAS BEEN PERFORMED.
5. ALL NEW WALLS SHALL MATCH EXG. CONSTRUCTION OR SHALL BE NEW METAL
STUDS (20 GA.) @ 16" O.C. (MAX.) WITH ONE LAYER OF 5/8" GYP. BD. ON EACH
SIDE UNLESS OTHERWISE INDICATED. CEMENTITIOUS BACKER BOARD SHALL BE USED
IN ALL WET AREAS. PROVIDE HORIZONTAL BRACING AS PER MANUFACTURER'S
RECOMMENDATIONS ON SPANS OVER 8'-0"
6. PROVIDE ALL NECESSARY BLOCKING IN STUD WALLS AND CEILINGS. LOCATIONS
INCLUDE BUT ARE NOT LIMITED TO CEILING AND WALL MOUNTED FIXTURES, TOILET
ACCESSORIES, CABINETRY, COUNTERTOPS, SHELVES AND RETAIL FIXTURES.
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GENERAL NOtES
1. LTVE LOADS USED IN OESIGN:
A. ROOF SLOPE LE55 6:13 10B PSF
B. NOOF SLOPE STEEPER 4:12 80 FSF
C. TVPICAL FLOOR 40 CSF
D. IMPORTANCE FACTORS
CATEGORV 1
SEISMIC FAC10R IE 1
SNON FACTOR IS 1
WIND FACTOR IW 1
E. WIND
ULTIMAiE WIND SGEEO 130 MFH
EXGOSURE B
F. LIVE LO,1D5 ARE NEWCED CER CODE IF APGLICABLE.
G. CODE USED IN DESIGN: INTENNATIONAL BUILDING CODE,3015 EDITION.
2. TESTZNG, INSPECTIONS AND OBSERVqTI0N5:
A. THE STRUCTURAL ENGINEEX DOES NOT PROVIDE INSPECTIONS OF CONSTRUCtION.
STRUCTURAL ENGINEER MAV MqKE PERIOOIC OBSERVATIp15 OF THE
CONST0.UCTION;SUCH OBSERVpTI0N5 SHAL�NOT REGLACE REQUIftED
INSPECTIONS BV THE GOVERNING AUTHORITIES OR SERVE AS"SVECIAL
INSPECTIONS"AS MAV BE REQIIIRED BY CHAPTER 1]OF THE INTENNATIQ`NL
BUILDING CODE.
B. THE FOLLqJING WORK SHALI BE INSPECTED BV TME SVECIAL INSPECTOR UNLE55
SPECIFICALLV WAIVED BV THE BUILDING OFFICIAL.
1. STEEL CONSTPIICTION
a. ALL WELDING SHALL RECEIVE CONTINIIWS SPECIAL INSGECTION
E%CEVT THE FOLLOWING:
1. WELDING DONE IN AN AGPROVED FABAICATOR'S SHOP IN
FCCOflDANCE WITH SECTION 1]00.3.
b. THE SPECIAL INSVECTOM NEED NOT BE CONTINUWSLY PRESENT
DURING WEIDING OF THE fOLLOWING ITEI�lS,GROVIDED THE fMTERIALS,
WELOING PqOCEWRES AND QUAIIFICAtI0N5 OF MELOEftS ARE
VERIFIED PRIOR TO THE START OF WRK; PERIODIC INSGECTIONS A0.E
MADE OF YpRK IN GRWRESS;ANO A VSSIIAL INSGECTION OF ALL WELOS
IS MADE PRIOR TO COMPLETION OR GRIOR TO SHIPMENT OF SHOP WELDING.
1. SINGLE PA55 FI�LET NELDS NOT E%CEE�ING 5/16"IN SIZE.
]. WELDING OF STAIRS AND RAILING SVSTEMS.
c. VERIFV WELD FILLER 141TERIAlS CONFORM TO AWS SGECIFICATIONS AND
MNlUFACTURER'S CERTIFICATE OF fOMPLIANCE IS REQUIREU.
tl. PE0.IODIC INSPECTION OF THE STEEL FRA4E TO VERIFV COMPLIlJ/CE
WITH THE DETAILS SMOWN ON THE APGPOVEO CONSTRUCTION DOCLMENTS
SUCH AS BRACING,STIFFENING,MEMBER LOCATIONS AND PROPER
APPLICATION OF]OINT OETAILS AT EACH CONNECTION.
e. VERIiY STRUCTURAL STEEI M4TERIAL CONFORMS TO ASTM STANMRDS
SVECIFIED IN THE AFGROVED CONSTRUCTION OOCUMENTS,1N0
IMNUFACTURER'S CERTIFIED MILL TEST REVORTS.
f. PERIOUIC VERIFICATION OF HSGH STRENGTH BOLTS,NUTS ANO W15HER5
FOft CONFORMANCE TO ASTM STAN�AR�S SVECIFIED IN TME AVGROVED
CONSTRUCTION DDCUMENTS AND MANUFACTURER'S CENTIFICATE OF
COMPLIM'CE.
g. PEFIOOIC INSGECTION OF BEARING TYPE CONNECTORS WITH HIGH
STRENGTH BOlTS.
3. STNUCTURAL STEEL
l. ALL STRUCTIIRAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT NIDE FLNlGE BE0.N5
WHICH SHALL CONFORM TO ASTM 992, (50 KSI)AND E%CEPT PIPE COLUMNS M1ZCH
SHALL CONFORM TO ASTM A53 AN�tU9E COLUWIS TO ASTM A500,GRADE B,lATEST
EDITIONS.STEEL SUGGLIER 141Y PRWIDE ASTM AS]1�GIiAOE 50 AT HIS OGTION.
MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL.
B. ALL STRUCTUR,IL BOLTS SHALL BE A3i5N INSTALIED TO/MINIMUM SNW TIGHT
CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM q39J UNLE55 NOTED
OTMERWISE.
C. SiRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE NITN TME
LATEST PROVISIONS OF AISC"144NUAL OF STEEL CONSTRUCTION."
D. E%CEPT MHERE DETAILED OTHE0.WISE� FABRICATOR SHALL SELER STEEI
fONNECTI0N5 VER AISC"MANUAI OF STEEL CONSTRUCTION"(A50),TABIE 11-A
AND/OR AISC"SIMPLE SHEAR CIXJNECTION MCNUAL"WITH A325 N BOLTS(OR NELUED
EQUIVALEN�)TO SUPVORT LOADS IN�ICATE�ON THE STRIICTIIML DMWINGS. NHEN
LOAOS ARE NOT SHOWN,SELER CONNECTION TO SUPPORT 6B%THE TOTAL UNIFORM
LOAO CAPACITY PER AISC'MANIIAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM
auo svan.
E. ALL WELDERS SHALL HAVE EVIOENCE OF PASSING THE PMERICAN NELDING SOCIETV
STANDARD QUALIFICqTI0N5 TESTS AS WTlINEO IN ANS-D1.1.
F. MINIMUM WELDS TO BE PER AISC TABIE]2.4 BUT NOT lESS iHAN 3/16"CONTINWIIS
FILLET UNLE55 NOTED OTMERWISE.
G. VROVIDE TEMPORARY BftACING AND�RECAUTIONS NECESSARV TO Cq1GLV NITH ALL
STEEL ERECTION STrWDARDS PND TO WITHSTANO qLL CONSTRUCTION ANO/OR
LATERAL LOADS UNTZL qLL FIELD CONNECTIONS A0.E COMGLETED AND PERMANENT
LATERAL SVSTEPlS pND DECKS ARE IN GLACE.
4. Y%lOD
l. ALL FRFNING AND TRU55�UMBER SHALL BE DRY OOWlAS FIR,LARCN�GRPDED BV
WESTERN WOOD PRO�UCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL
BUILDING COOE AS FO�LOWS:
1"THICK-6"TO 6"WIDE(WALL STUO ONLY) STUD Fb� ]00 PSI
2"TO 4'TNICK-6"AND MIDER N0.2 Fb� 900 GSI
5"THICK-5"AND WIDER N0.1 Fb= 1350 PSI
NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONRECETINE USES PRIOR
TO ALLOWABLE STftE55 INCREASES.
B. WHEN GRESERVATIVE TREATEO LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND
NAILING SHALL BE AOEQUATELV GALVANIZED(OOUBLE OZPPED OR BETTER).
C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR,STRUCTUML#1 GRADE.
D. FASTEN ALL WOOD MEMBERS WITH COMqN NAIlS ACCOftDING TO THE IBC SCHEDULE
TA9LE 2304-9.1 lMLE55 NOTE�OTHERWISE.
F. FLVM'T�D DECK AND/OR ORIENTE�STRANO BOARD.
1. GANEI THICKNE55 SHALL BE AS SHOWN ON THE DRAWING.IVVLICAT10N SIULL
BE IN ACCORDANCE WITM RECQ�WENDATIONS OF THE AMERICAN GLWqOD
ASSOCIATION.
2. EACH PANEL SHALL BE IDENTIFIED NITH THE GWNE-TR4DEWIRK OF THE
AMERICAN PLVYqOD ASSOCIATION AN�SMALL MEET THE REQUIREMENTS OF
U.S. PRODUCTS STANDARD GSI,LATEST EDITION FOA PLVLA')00.ALL VANELS
WNICH HAVE ANV EWE OR SURFACE PERMMIENTLY E%POSEO TO THE
WEATHEH SHALL BE OF THE EXTERIOR TVGE.
3. FOR FLOORING USE 3/A"T8G STURD-I-FLOOft SHEATHING GLIIED AND NAILED
WITH 10D NAILS AT 6"ON CENTER ALONG PPNEL EDGES AND AT 12"ALONG
INTEPMEDIATE SUPPoRTS.
4. EXTERIOR W1LL5 SMALL W1VE ONE LAVER OF 1/i"EXPoSURE I PLVWOOD OR
OSB SHEATHING NAILED NITH 80 NAILS AT 6"ON CENTER ALONG PANEL
EWES AND 12"ON CENTER AT INTERMEDIATE SUPVORTS. AL�PANEL EWES
SHALL BE BLOCKED.
5. FLOOP SHEATHING SHALL BE INSTALLED MZTH THE FACE GRAIN PERPENDICULAR
TO SUVPORTS WITM END]OINTS STAGGERED.
6. INSTALL SUITABLE EDGE SUVPoRT BV USE Of PIVCLIGS.TONGUE ANO
GROOVE 7MlELS OR SOLIU WD00 BLOCKING SIIVPORTS.
5. NON-STRUCTUPAL ELEMENTS
P. ELEMENTS SUCH AS NON-BEAIIING PARTIiI0N5, ETC.ATTACMED TO AND/OR
SUPPORTED BV THE STRUCTURE SHAIL TAKE INTO ACCOUNT OEFLECTIONS AND
OTHER STNUCTIIRAI MpVEMENTS.
B. FINE GROTECTION FOR ALL STRUCTURAL GARTS SMALL BE VNOVIDED AND SNALL NEET
ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SVECIFIED BV iHE
ARCHITECTURAL DMWINGS.STRUCTURAL STEEL MEMBENS SH4LL BE CONSI�ERED
UNftESTRAINED UNLE55 NOTED OTHERWISE.
6. GENERAL
A. ENGINEER'S ACCEPTANCE MUST BE SECl1RE0 FOR ALL STRUCTURAL SUBSTITUTIONS.
B. VERIFY ALL OPENINGS TNRq1GH FLOORS,AOOF ANO WALLS WITH MECMANICA�ANO
ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,SI2E5,LINTElS PNO
REQUINE�CONNECTIONS ARE CONTMCTOR'S Cq1PLETE RESPONSIBILIT'.
C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUSPMENT OR OTHER
ITEMS TO BE ATTACMED TO THE STRUCTVIiE,ENGINEER'S APPROVAL OF CONNECTIONS
AND SUPPONTS 51WLL BE OBTAINEU.UNLE55 SVECIFICALLY DETAIIED ON
ARCHITECTURAI AN�STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRACTOR
SHALL FURNISH ALL HANGERS,CONNECTIIXIS, ETC.,REQUZNED FOR INSTAL�ATION OF
HIS ITEMS.
0. WATERPRODFING,VAPoR BARRIERS,WlTERSTOP,ETC.,SHALL BE A$SIIOWN ON THE
AftCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
E. ALl MASIXJRV ANU STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR
MALLS AS SCECIFIED IN SECTION 1405 OF THE iNTERNATIONAL BUILDING CWE.
F. Alt UIMENSIONS ON STRUCTUML DRAWINGS SHALL BE CHECKE�AGAINST FIELO
CONDITIONS ANO ARCHITECTURAL DRAWINGS.
G. CONTRACTOR SHALL VERIFY ALL ASSUMED E%ISTING CONOITIONS.IF CONDITIONS
ARE DIFFERENT THAN ASSUMEO,NOTIFV ENGINEER.
H. FRE-MANUFACTURED StAIRS AND HANDRAILS,NOTED ON VLAN SHALL HAVE ALL
ENGINEERING,DE516N AND DETAILING PROVSDED BY STAIp DESIGNER AND 51WLL BE
SUBMITTED FOR ARCHITECTS RFVIEW BEARING THE SEpL OF A VqOFE55I L
ENGINEER REGISTERED IN THE STATE OF COLORApO. STAIRS SNALL B SIGNED
TO SUVVORT A LIVE LOAD OF 300 PSF. SEE AR[HITECTURAL DHAYlI 5 FO ADDITIONAL
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