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DESIGN CRITERIA: GORE CREEK MEADOWS ItG2 REMODEL Job #0711-06
Roof �ive load (Snow) ------------------------------- 100 psf
Roof Deod Load ----------------------------------- 15 psf
Floor Live �ood ------------------------------------ 40 psf
Floor Deod Lood ----------------------------------- 15 psf
Seismic Design Category ------------------------------- EXEMPT
IBC/IRC Edition ------------------------------------ 2003
STRUCTURAI WOOD FRAMING:
a. Built—up posts sholl consist of Douglos Fir—�arch or Hem fir #2 or better 2x4 or 2x6 studs
per plon ond sholl be ndiled together with 2 rows of 16d noils @ 6" on center along eoch
stud.
b. Beneoth solid or built—up coiumns noted on plans, blocking of oreo equivolent to column
obove sholi be provided within fioor joist spaces ond in woll spoces below. Door or window
trimmers consisting of o single stud do not require special blockiny in the joist spoce.
c. Minimum noiling sholl be provided os specified in the 2003 IBC Tab�e 2304.9.1.
d. Bolts used for wood frami�g connections sholl be installed with stondard woshers and nuts.
e. Unless noted otherwise, steel connectors such os those monufoctured by the Simpson
Compony sholl be used to join rofters, joists or beoms to other beoms ot flush—framed
conditio�s. Use o�l specified noils. Connector conditions not otherwise nofed sholl utilize Type
U or 7ype HU hongers of o size specificaiiy designed for the member supported, os shown in
the manufocturer's published tobles. Contoct structurol en9ineer for detoiis os required.
f. Wood noiler plotes instolled on steel beoms or concrete wolis for top—flonge hongers sholl be
ripped to motch the width of the woll or beom flonqe. Noiier plotes supporting top flonge
hangers from one side only sholl be instolled flush with the face of woli or beom fipnqe ot
the honger Iocotions.
g. Ail lumber used in construction sholl hove o moximum moistu�e content of 19%.
STRUCTURAL STEEL:
o. Structuroi steel sholl be detoiled, fobricoted ond erected in occordonce with the most current
editions of AISC Specificotions ond Code of Stondord Proctice.
b. Structurol steel W shopes shoil be ASTM A992. Other rolled shopes, includinq plotes ond
ongles sholi be ASTM A36.
c. AII bolYs used in steel froming sholl conform to ASTM Specificotion A325. Anchor boits ond
bolts used in timber connections moy be ASTM A307. Bolt sizes sholl be 3/4" diometer unless
noted otherwise.
d. Typicol fromed beom connections sholl consist of poirs of 1/4" ongies using the moximum
number of bolts called for in Toble II—A of the AISC Monuol (ASD Ninth Edition).
e. All welding sholl be done by on AWS qualified welder.
f. Delay pointing within 3" of fieid welds until welds ore completed.
GENERAL REQUIREMENTS:
o. Structurol erection ond brocing: The structurol drowinqs illustrote the completed structure with
oll elements in their finol positions, properiy supported ond broced. The controctor, in the
proper sequenee, sholl provide shoring ond brocing os moy be required during construction to
achieve the finol completed structure. Contoct structurol enqineer for consultotion (not in
controct) os required.
b. Existinq structures: Controctor sholl be responsible for verifying dimensions, elevotions, froming,
foundotion and onything else thot moy offect the work shown on the drawings. Underpinning,
shoring ond brocing of existing structures sholl be the responsibility of the controctor.
c. Construction proctices: Generol controctor is responsible for meons, methods, techniques,
sequences ond procedures for construction of this project. Notify structurol engineer of
omissions or conflicts between the workin9 drawings ond existing conditions. Coordinote
requirements for mechonicol/electricol/plumbing penetrations through structuroi elements with
structurol engineer. Jobsite sofety is the sole �esponsibility of the controctor. All methods
used for construction sho�l be in accordonce with the lotest editions of the IBC/IRC.
d. Details not specificolly shown on the drowings sholl be constructed in o monner similor to the
detoils thot ore shown for like conditions. These items shoil be brought to the ottention of
the structurol e�gineer os soon os possible for opprovol. Approvol sholl be obtoined prior to
instollotion.
e. It is the responsibility of the controctor to contoct the structurol engineer ot the oppropriote
time to perform site observotion visits. Observation visits to the jobsite by the engineer ore
for determinotion of generol conformonce with the construction documents ond sholl not be
construed os inspection,
f. Though every effort is mode to provide o complete ond cieor set of construction documents,
discreponcies or omissions moy occur. Releose of these drowings onticipotes cooperotion and
continued communicotion betwee� the controctor, orchitect ond en9ineer to provide the best
possible structure. These drowings have been prepored for the �se of o quolified controctor
experienced in the construction techniques ond systems depicted.
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ALL LUMBER CONNECTORS IN DIRECT CONTACT WITH
PRESSURE-TREATEO LUMBER SHA�L HAVE A SIMPSON ZMAX OR
HDG fINISH AND SHA�� BE ATTACHED WITH FASTENERS THAT ARE
GA�VANIZED PER ASTM A153. CONTACT ENGINEER FOR
ALTERNATE USE OF BARRIER MEMBRANES.
CONNECTION SCHEDU�E
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PLAN NOTES FOR NEW FRAMING: SCA�E: 1/4" = 1'-0"
i. EXISTWG WTERIOR WOOD STUO BEARING WAL�S ARE INDICATED ON PLAN THUS: �
2, (N} POSTS BE�OW (ORIGINATING FROM THIS LEVEL OR ABOVE) ARE INOICATED: �
3. ALL COLUMNS ARE LABELLED AT THE TOP.
4. (N) W000 BEAMS ARE FLUSH WITH FLOOR JOISTS UNLESS NOTED (DROPPED).
5. "O�� �NDICATES CONNECTION TYPE - REF. S2 FOR SCHEDULE.
6. (E) REf ERS TO EXISTING CONSTRUCTION ( - - - -- - -- ), {N) REfERS TO NEW (
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D�MOLITION NOTES
I, ALL DEMOLITION WORK INGLUDING THE DISGOVERY AND REMOVAL OF ANY ,
HAZARDOUS MATERIALS, TO GOMPLY WITH ALL GODES, ORDINANGE5, RULES,
REGULATIONS ETG., AS REQ'D BY ALL AUTHORITIES HAVING `IURISDIGTION
2. GG TO GOORDINATE NOISY AND/OR DISRUPTIYE DEMOLITION WORK 'NITH
OWNER PRIOR TO START OF WORK
3. GENERAL GONTRAGTOR IS TO FIELD VERIFY ALL EXISTING GONDITIONS AND
GOORDINATE WITH ORIGINAL BUILDING DRAI^tINGS AND FIE�D GONDITIONS
4. GENERAL GONTRAGTOR IS TO FIELD VERIFY A�L EX�STING PLUMBING
ELEGTRIGAL, ETG., PROM ABOVE AND RELOGATE AS REQ'D POR NEW
GONSTRUGTION - GG IS TO NOTIFY OWNER "12 HOURS IN ADVANGE OF ANY SERVIGE
DISRUPTIONS.
5. GAP A LL A BANDONE D UTILITIES B EL OW F L OOR, A B OV E GEI LIN G OR WITHIN
WALL FRAMING. EMOVE ABANDONED ELEG WIRING TO PAtJEL
PROJEGT NOT�S
L ALL GONSTRUGTION WORK AND MATERIALS MUST MEET ANY & ALL GORE GREEK
MEADOWS REMODEL REQUIREMENTS
2. DIMENSIONS ARE FROM FAGE OF DRYWALL TO FAGE OF DRYWALL OR EXT. SHEATHING
UNLE55 NOTED OTHERWISE - TYP.
3. PROVIDE SOUND BATTS IN AL� PARTITIONS, FURRING FLOOR AND GEILING SPAGES - TYP.
4. ALL INTERIOR PARTITIONS TO BE 2x4 WD 5TUD5 � 16" O.G. W/ 5/8" TYPE 'X' GYP BD
EAGH SIDE UNLE55 NOTED O7HERWISE
5. ALL INTERIOR GEILINGS TO BE I LAYER OF I/2" 50UND BOARD W/ I LAYER OF 5/8° TYPE
'X' DRYWAL�
6. PROVIDE I/2" GEMENTITIOUS BAGKER BOARD AT ALL TILE WALLS, 6ATH AND SHOWER
SURROUNDS AND ALL OTHER PLUMBING WALLS
't. THE WORK AREA SHALL BE KEPT GLEAN FROM THE AGGUMULATION OF TRASH AND DEBRIS
8. ANY DAMAGES RESULTING FROM GONSTRUGTION SHALL BE REpAIRED AND/OR REPLAGED TO
ORIGINA� GONDITION AT NO ADDITIONAL GOST TO THE TENANT
GODE D�4T?�
JURISDIGTION:
BUILDING GODE:
GONSTRUGTION TYPE:
OGGUPANGY:
TONiN OF VAIL
2003 IRG W/ TOWN OF VAIL SUPPLEMENT5
N/A
N/A
GENER�L REG2U I R�MENTS
A. GENERAL
I. NOTIFY ARGHITEGT IMMEDIATELY OF ANY GONFLIGTS BETWEEN ANY GONTRAGT DOGUMENTS
PRIOR TO THE START OF WORK
2, IN THE EVENT OF ANY GONFLIGTS BETWEEN THE DOGUMENTS, THE ITEM OF M05T OF GREATEST
EXTENT OF t10RK A5 DETERMINED BY THE ARGHITEGT SHALL APPLY A�ND BE PERFORMED BY
THE GONTRAGTOR AT NO ADDITIONAL G05T
3. ALL TRADE5 5HALL PERFORM THEIR WORK WITHIN THE REGOG�IZED STANDARDS OF THE
APPLIGABLE INDUSTRY
4. ANY pEVIATION OR GHANGE IN THE WORK FROM THE GONTRAGT DOGUMENTS WITHOUT PERMISSION
OF THE ARGHITEGT PLAGES ALL RESPON5IBILITY FOR THE DEVIATION OR GHANGE ON THE
GONTRAGTOR
5. THESE DOGUMENTS WERE PREPARED WITHOUT REGARD FOR THE DIVISION OF WORK AMONG
TRADES. GENERAL GONTRAGTOR 15 TO GOORD�NATE AND PROVIDE ALL. WORK SHOWN ON
THESE DOGUMENTS WITH ALL TRADES REGARDLE55 OF WHIGH DRAWING WORK IS SHOWN ON
6. THIS PROJEGT IS GOVERNED BY THE 2003 INTERNATIONAL RE5IDENTIAL GODE A5 ADOPTED
BY THE TOWN OF VAIL, GOLORADO. THE DRAWINGS DO NOT ALLOW WORK THAT DOES NOT
GOMPLY WITH THESE GODES. GENERAL GONTRAGTOR AND HI5 SUB-GONTRAGTORS ARE
RESPONSIBLE FOR GOMPLYING WITH ALL APPLIGABLE GODES. ORDINANGES, RULES,
REGULATIONS, ETG., BY ALL AUTHORITfE5 HAVING .NRISDIGTION. GENERAL GONTRAGTOR
15 RESPON5IBLE FOR OBTAINING AND PAYING FOR ALL REQUIRED PERMITS
"t. ALTHOUGH TRD ARGH�TEGTS HA5 PERPORMED IT5 SERVIGE WITH DUE DILIGENGE AND GARE IT
DOES NOT GUARANTEE PERFEGTION. EVERY EFFORT �5 MADE TO PROVIDE A GOMPLETE /aND
GLEAR 5ET OF GONSTRUGTION DOGUMENTS, HOWEVER, DISGREPANGES OR OMISSIONS MAY OGGUR.
RELEASE OF THESE DOGUMENTS ANTIGIPATES GOOPERATION 6ETWEEN THE GONTRAGTOR, OWNER
AND ARGHITEGT TO PROVIDE THE BE5T P0551BLE PROJEGT. THESE DRAWINGS HAVE BEEN PREPARED
FOR THE USE OF A QUALIFIED GONTRAGTOR EXPERIENGED IN THE GONSTRUGTION TEGHNIQUES AND�
SY5TEM5 SHOWN
8. GENERAL GONTRAGTOR AND HI5 SU6-CANTRAGTORS ARE TO FIELD VERIFY ALL DIMEN5ION5, EXISTING
GONDITIONS, UTILITY LOGATIONS, ETG., PRIOR TO BE6INNING ANY WORK OR ORDERING ANY MATERIALS.
NOTIFY ARGHITEGT OR DISGREPANUES OR INGON515TENUES IN THESE DRAWINGS IMMEDIATELY
B. SGOPE OF WORK
I. THE INTENT OF THE GONTRAGT DOGUMENTS 15 THAT EAGH GONTFZAGTOR SHALL PERFORM ALL
AGTIONS NEGE55ARY AND RECRUIRED Tp PROVIDE ALL LABOR, MATERIALS, SUPPLIES, EGiUIPMENT,
TRANSPORTATION, FAULITIES ANp P.PPURTENANGES WHIGH ARE INDIGATED OR REA50NHBLY IMPLIED
BY EAGH DRAWING ANp SPEUFIGATION SEGTION, ALL OF WHIGH IS GOLLEGTIVE�Y NEGESSARY AND
REQUIRED FOR THE EXEGUTION OF THE WORK AS SHOWN ON THE GONTRAGT DOGUMENTS
2. WRITTEN DIMENSION ON THE DRAWINGS GOVERN. DO NOT SGALE DRAWINGS. DETAILS TAKE PREGEDENGE
OVER 5MA��ER SGALE DRAWINGS. DRAWINGS AND SPEGIFIGATIONS ARE INTENDED TO AGREE.
GENERALLY, SPEUF�GATIONS WILL TAKE PREGEDENGE OVER DRAWINGS. SHOULD ANY DISGREPANGIES
OGGUR, GONTRAGTOR SHALL NOT PERFORM ANY WpRK UNTIL RE50LVED BY THE ARGHITEGT. WORK
5HOWN ON DRAWINGS BUT NOT IN SPEUFIGATION OR SHOWN W SPEGFIGATIONS BUT NOT ON THE
DRAWINGS 5HALL BE PROVIpED ,45 IF SHOWN ON BOTH. NO DEVIATIONS, GHANGE5, 5UB5TINTIONS, ETG.,
IN THE DOGUMENTS SHALL BE MADE WITHOUT WRIT7EN APPROVAL FROM THE ARGHITEGT. �N THE GASE
OF GONFLIGTS BETWEEN OR WITHIN THE DRAW�NGS AND SPEGIFIGATIONS, THE GREATER QUANITY, HIGHER
QUALITY, ETG., WORK SHALL BE PROVIDED AT NO ADDITIONAL GOST
G. PROJEGT GOORDINATION
I. ALL GONTRAGTORS AND 5UB-GONTRAGTORS ARE RESPON5IBLE FOR thORK SHOWN IN THE SPEGIPIGATIONS
AND ON THE DRAWINGS SHALL JOINTLY AND SEPARATELY GOORDINATE THEIR WORK WITH REGARD TO
SGHEDULING, INSTALLATION PROGEDURES, SHOP DRAWINGS AND INSTALLTION �OF ALL RELATED MATERIALS
2. PRIOR TO THE START OF ANY 1NORK, THE GONTRAGTOR AND 5UB-GONTRAGTORS RESPON516LE FOR THE
WORK SHOWN IN THE5E DOGUMENTS 5HALL INSPEGT AND APPROVE ALL PREPATORY WORK THAT HA5 BEEN
GOMPLETED TO REGEIVE HIS WORK. HE 15 TO ENSURE THAT HI5 WORK AND ADJAGENT WORK WILL FINISH TO
PROPER GONTOURS, PLANES AND �EVELS. PROMPTLY �OTIFY GENERAL GONTRAGTOR OF ANY DEFEGTS IN
THE PREP WORK THAT WILL ADVERSELY AFFEGT OR PREVENT TNE SATIFAGTORY GOMP�ETION OF HIS WORK
FAILURE TO NOTIFY GENERAL GONTRAGTOR SHALL INDIGATION AGGEPTAt�GE OF THE PRRP WORK AND ANY
SUBSEQUENT GLAIMS OF DEFEGTS SHALL NOT 8E REfANGNIZED
3. NO WORK SHALL 6E PERFORMED UNTIL AL� PREP WORK HA5 BEEN GOMP�ETED, GURED, DRIED, ETG., AND
READY TO REGEIVE THE WORK, GENERAL GON'fRAGTOR 15 RESPONSIB�E FOR THE TIMELY GOORD�NATION
AND INSTALLATION OF ALL MATERIALS
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j Buiiding 5afety and Inspection Services
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Sec::c:: � .,._ � S • `f
,�d_...� ,:,ternationat Building CodMntemationai Res:dentEat
Ccdo �°..�;�i2y og permit Ths issuanCe orgranting of a pe.^rit shaii
not bo c�nstrued to be a perntitfor, oran approvai of, any vioiaYion of
any cf ti�a provisions of this code oroiac�y Otherordinarco of the
jurisdic,to�. Permits presuming to give authority to violato or ca.nc�l ihe
provisions ot this code or other ardinanGes of the judsdiction shz!i rnt be
val„?. Tiio issuanco of a p°rmit based on construction docums:�ta and
othcr du2a c� �all not prevent tha building o�ctal from requirinp C��
co,rcc;:�� ct crrors in tho construction documents and oiher ��ta, The
bui;�ieu cf:;o;�t i� a!so authorized to prevent oc;upancy cr uso ef a
sirc�:��:.; c:;::: o i.7 vio;a4icn of fhis code or ot any other ordinances of
ihi� ;.:: ;: atio�.
PIANS EXAMINER: DATE: Z' 1�...
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PO Box 1492 tel: 970-479-7387
Vail, CO 53658 fax:910.47G-0077
9 2(q7 TiD acnbch. tc. All ri��b �ac�vai
GONSULTANTS:
155UE:
Nov 2a, 200�
-BLDG PERMIT
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PL�NS �
NOT�S
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PLUMBING � MEGH,�NIGAL
I. INSTALLATION OF ALL PLUMBIN6
AND MEGHAt�IGAL WORK SHALL
GOMPLY WITH ALL LOGAL GODES,
RULES AND RE6ULATIONS AND THE
2003 INTERNATION MEGHANIGAL AND
PLUMBING GODES A5 ADOPTED BY
THE TOWN OF VAIL.
2. FIELD VERIFY ALL EXISTING
PLUMBING FROM ABOVE AND
RELOGATE AS REQD-NOTIFY OWNER
AT LEAST 't2 HOURS IN ADVANGE OF
ANY DISRUPTION TO SERVIGES ABOVE
3, RE-U5E ALL EXISTNG STAGKS,
VENTS, ETG A5 FAR AS
PRAGTIGRL-PROVIDE NEW A5 REQD
4. PROVIDE SUBMITTA�S FOR A�LL
PLUMBING WORK PRIOR TO THE START
OF ANY WORK..
ELEGTfi' I G/�L
I. INSTALLATION OF ALL ELEGTRIGAL
WORK 5H,4LL GOMPLY WITH ALL
LOGAL GODES, RULES AND
REGULATIONS AND THE NATIONAL
ELEGTRIGAL GODE, GURRENT EDITION.
INSTAL� TELEPHONE AND GABLE N
PER RESPEGTIVE GOMPANIES'
REQUI REMENTS.
2, THE ELEGTRIGAL GONTRAGTOR
SHALL PROVIDE PANEL SGHEDULES,
EQUIPMENT INFORMATION, AND
GOMPLETE SUBMITTALS, INGLUDING
LIGHTING, !^tITHIN 30 DAYS OF THE
START OF WORK.
3. THC- EI.EGTRIGAL GONTRAGTOR
SHALL PAY THE ELEGTRIGAL PERMIT
FEE AND ANY OTHEI2 REQUIRED FEES
AND PERMITS. PROVIDE GOPPER
GIRGUIT WIRING THROUGHOUT, .
ELEGTRIGI�L SYMBOLS
5. DOMESTIG WATER SYSTEM:
PROVIDE GOPPER PIPING THROUGkOUT.
PROVIDE ARMAFLEX INSULATION ON
HOT WATER PIPING.
6. PROVIDE SGHEDULE 40 PVG
SANITARY SEWER PIPING WITH
GLEANOUTS AS REGiUIRECJ. FIELD
VERIFY AND GONNEGT TO EXISITNG
SANITARY SEWER 5Y5TEM
'(. Pf20VIDE EXHAUST DUGTWORK FOR
NEW KITGHEN HOOD-VENT TO
EXTERI OR
4. ELEGTRIGAL GONTRAGTOR TO
GOORDINATE NEW AND EXISTING
SWITGHING WITH OWNER.
5. OUTLETS, SWITGHES AND PLATE
GOVERS THROVC�HOUT THE PRO.lEGT
TO BE 'DEGOIZA'-GOLOR AS
SELEGTED, PROVIDE IG RATED
REGESSED GANS IN ALL
GEILIINGS-�UNO OR EQUIVALENT. ALL
FIXTURES TO BE U.L. LISTED.
b. SMOKE DETEGTORS SHALL BE
INSTALLED A5 SHOWN AND/OR IN
AGGORDANGE WITH LOGAL FIRE
DEPARTMENT, pETEGTORS SHALL 6E
WIRED INTO TFfE BUILDING ELEGTRIGAL
SYSTEM, INTER-GONNEGTED /iND WITH
BATTERY BAGK-UP.
� GEILING MOUNTED INGANDESGENT
.�.P� GLG MTD INGANDESGENT W/ PULL GHAIN
� WALL MpUNTED INGANDESGENT
� REGESSED INGANpESGENT-IG RATED
� REGE55ED D�REGTIONA�INGANDESGENT
0 EXHAUST FAN-VENT TO EXTERIOR
� FLOOD LIGHT W/ MOTION 5EN50R
QSD SMOKE DETEGTOR-AG-INTER-GONNEGTED
w/ BATTERY BAGK-UP
>�—c UNDER-GABINET GOUNTER TOP LIGHTING
� EXIT LIGHT
(E) EXISTING
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� �PADDLE PAN
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C-----� 2'x4' F�UORESGENT
� I'x4' FLUORESGENT
0 2' FLUORESGENT
� IIOV. QUADRAPLEX REGEPTAGLE
� IIOV. DUPLEX REGEPTAGLE
� Gf20UND FAULT INTERRUPTING REGEPTAGLE
� 220 VOLT REGEPTAGLE
$ GROUND FAULT INTERRUPTING 8
NW GFI WATER PROOF REGEPTAGLE
� SPLIT WIRED REGEPTAGLE
� FLOOR REGEPTAGLENERIFY FINAL LOGATION
� OVERHEAD DOOR OPENER/REGEPTAGLE
�, SWITGH
�g THREE-WAY SWITGH
�4 FOUR-WAY SWITGH
�p SWITGH W/ DIMMER
�'MD MOTION DETEGTOR
�p GARBAGE DISPOSAL
O DOORBELL
/ TELEPHONE JAGK
Q DATA PORT
(�] GABLE TELEVI510N
� GLOGK OUTLET
QQ JUNGTION BOX-DIREGT WIREp FIXTURE/APPLIANGE
Q THERM05TAT
EBB ELEGTRIG BASE BOARD
e FIRE ALARM HORN 8 STROBE
� FIRE ALARM PULL STATION
� SEGURITY ALARM
DINING RM
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VER�FY FINAL �I
LOGATION OF NEW
FLOOR OUTLET �
w/OWNER �
( FlR
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VERIFY FINAL� �7
LOGATION OF NEW
OUTLETS w/OWN�ER
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RELOGATE EXIST '�, � \
GLG-MTD FIXTURE- ��� �
VERIFY FINAL �
LOGATION w/OWNER � � �
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PO Box 1492 tel: 970-079-7387
Vai1,C0 81658 fax:970-476-0077
o zom r,n a�:b��. K. w� �a,�, .ti���a
GONSU�TANTS:
ISSUE:
Hov 2a, 2oo-r
-BLDG PERMIT
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ar�d NOTES
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