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Fl-OOR ORAIN• MANUFACTURERS R EFER TO FLOOR PUWS FOR - - �g -. ��p �� y�v
� RECOMMENDATIONS. -
BOILER CONTINUA710N Of PIPING. � - �t�c wrot qt�uw � �0°R � ^
a - a+s - a+um �nn aivr�r -� � °� _ l 1
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ex�snric �crr�c � a° CONC. PAD � -- cs - - oowo�scn wpn�r � � o,+rEn ^
18" CONC. PAD WA7ER HEATER � MANUFACTURER'S � - pt - WNDaaEx �EMw * E7GMU6f FMI ON NOOF W OUCf 7lIRU ROOf. / 1
RECOUMENOED - a - - rwn� ars � 1
At RbWU�ACTURER'S� BASE. FRO►� FLOOit. - ro - r�w v+�sst� rwn� a� 0 ror+r ov oaca�c�wr ,rL
RECOMMENDED - � _ _ �� g�fy S��y .w_� �� �
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DOMESTIC WATER HEATER PIPING DIAGRAM CAST IRON BOILER PIPING DIAGRAM - - "� °'"`�° �°°�'"�
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SNOWMELT iU&NG. INSTALL
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PER MANUFACTURERS � - - - �or ,w�,oea�cuu,.�e � �oc�sswwa
RECOMIAENDATIONS. � Pw r� ware � x�r oucr oow�
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MIWIFOID. IAOUIYT ON -_.._....-- ------ -- -
� WAL,L IN GARAGE. CONICAL SPIN-IN F1TfiNG W/ Cp�p� VALVE - r - - �� � � � �
MANUAL DAMPER. ' C�,�I� - a - - c�r.� vert rpE nwrc ww�s sa�+ w ao� aaaw.
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I TO SNOW/ICE SENSOR �� AIR VENT LOG1T10N FOR SAME - st(a) - s►aai oww v�tOM wrE � �w [xrp�cmt
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^�� I I MANUAL NR VENTS
L - - - � � ; '� I � AT HIGH POINTS DolES1�C M7Ert YN+ �wE 41aN7. alb �p. S WCi OFarM.
� M�UNi1N('i FIEI('sHT A$ LENGTH I$ PER - M � � � 9UPPlY RFi01SiFR
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EXTEND ROUND AND iRANSf710N SUPPIY i -�� a� �rc � (�. � �L� ��r osna[k Mwo�rs worrv[ r T ,
,1 AS REQUIRED TO FLOOR DIFFUSER � oo� a �. w
PPER TD TUBMIG FASTENER. / I ,- - ABOVE. COIL __ - ----- - --�F- c►�c witx l
�' z RiSE IN DIRECTION OF FLON� = a �� �y q��gpE � � � M"�
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REVERSE REIURN PIPING. � � � I ` CONTINUE AS PER - � � � � �� � aenra rat ae oowrsr oucr. �
�NUE AS PER l�-�-'J THRU fL00R (IN WALL) `�"� PUNS � � sErhst� `f _/.� (,� sExrqn prt �rmt. O �
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TAKE - OFF OIAGRAM BASE60ARD RADIATION DIAGRAM ,�,� � � ,,,�,�,, ,,,�, � �
HO HO SCALE OG OF 1� UPFEED O oa�r��oa �oucm v� �:ow w��ex �'�/ ^
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GENERl1l YECHAN�CAI. SPEGfK:AT10NS 24. PROVIDE PLASTIC GROMMETS ON ALL HEATNG WATER PIPING PASSING E. WASTE (2" AND SMALLERZAND VEHT F1�R RESIDENTIAL ABOVE Includ�: Comwctinq stripa. Wds crods hongera, end and comsr � w � O
11iRp(1GH Wppp Jp15T5 ANp STUpS, GRADE MAY BE SCHEDULE 40 ABS-DNN PU1S�1C PIPE AND caps and ocosse dows in oover for oU wMp. t . iIEFER TO AitCN. ORAwMGS
1 . p 0 N O T S G L E D R A W I N G S. V E RIFY D I A I EN S I O N S IN Fl E L D PRIOR TO FlTTiNGS (ASTM D286 1 � OR SCHEDULE 40 PVC-DMN PIASfIC � �'� �. `
CONMENCEMENT OF WORK. 25. 1AOUt� ALL STATS AT 5'-0" AF.F. PIPE AND F I 7 T ING S�(A�S i I A D 2 6 8�5). /V 1 P I P E A N D F I T T I N G S S b r N n q S e n l o r / 0', 8', 2' A m b a s w d o r o r N g o e q u i w l e n t
SNALL BEAR NFS-D W V MARK M I O SfWl BE JOINED MIITH 2. 1RI41SfTI0N 5IQ" POLYETHYLENE W
Pum • (n line � 3/4�� � ���� �pp� STAIR / A� 3 9" O.C. IYP. FOR w � ^
2. V E R I F Y E�C� L O C��O�S 0� E 7��S�1�C 1 1�E�1 N 0 U T 1 L l i�S. 28. ALl DRYER VENTS AND B�THROOM EXFIAUSTDl!�i5 5lY�LL BE 4" SOIVENT WELD JON�f15 /�S RECOIIMENDED BY THE NANUFPCTURER. V � ) i
PIPING, AND WaCEWAY SYSIEMS PRIOR TO TRENCMING. GALVANIZED ROUNO (UNLESS NOTED 07HERM�ISEM�ISE). AT Ml STNRS k LANDx�GS.
07HER k LIxD�N05.
40. GAS PIPING--S(�1EDULE �0 B1�1CK STEEL FIPE. 150 19. 1AALLE/�BLE Foctory pointed. in 1{n� rtfount�d, dl IuDrkatW bronze sl�ave \ �!' aM' N K� � [ �7 1�-'7-� H
3. COORDINATE F11ML STAR 4}l� ��4 •••• �
3. VISR SRE PRIOR TO 810 ANO VERIFY THE CONOITIONS. INQUDE IN 27. CONTWtCTOR MUST CAREFULLY VERIFY ELECTRICAL SERVICE VOLTAU� IRON SCREYYED FlTTINGS ON ABOVE GROUND PtPE. WELQED F1TT1NG5 bsa�irq� flany�d Pump � motor. Bronze fitted. iron construction �� r 1
T?IE BID COSTS REQUIRED TO MAKE WORK MEE� EXIS�NG CONORIONS. � �SE AYAIUBLE. M�ITH ALL PIPING CQAiED AND WRAPPEU ON BURIED PIPE. wFtabfe for wat�r t�mp�roturq up to 240oF and 12S pd prepuro• �u� � ���' �'�'� /� _ _ W� M � �
Pump impslbr curvs aAall not cross hp curve at any point. Fj,�
♦. WORK SHALL BE PERFORNED IN A WORKNANLIKE MANNER TO THE 28. AIR AND WATER FLOYVS MUST BE BALANCED. AND PUMPS AD.IUSTED AS 41 . GAS VALVES--LUBRICATED PLUG VALVE 17S LB. W.O.G. 1RON Thrwh Armstro Ground/ws, or Toco puivaknt. -�
SATiSFACTION OF THE ARCHRECf. REOUIRED. SCREWED OR FlJINGEO. ^9• � - --- p ° .
29. IN4SMUCH !�S DESIGN FCNt RE410DEL AND/'OR REFIABIlRAT10N REQUIRES O
THAT CEKTAIN �SSUMPTIONS BE A1ADE REGARDING EXISTING BGl6bOCrd Ond COf�t101t � ° o pt'
S. LABOR AIATERUILS PND EOUIPMENT SHALL CONFORM TO THE IATEST CONDrt10N5, AND BECAUSE SOME OF THESE ASSUMPT10N5 CANNOT 8E 42. GRADE ANO VALVE ALL HEATING WATER PIPING WRH 3/4" HOSE END
APPUG�ABLE FDR1dNS OF LOCAI, STATE OF COLORADO. AND NATIONAL y�IFIED WfTHOUT DESTROYING OTHERWISE ADEQUATE OR SERVICEABLE �� T� �MR WAAPLETE DRAINAGE OF 1HE SY5TEM. VEIQT ALL A room mounted thertnoetat shall open a two-Way whro in the + -- ---
CODES AND ORDINANCES. IF A CONFLCT BEIMIEEN THOSE MIGH PONfiS M EWIPMENT ROOUS AS NECESSARY WRH MJTOWAIIC � cycle ths heater fan io
POR710NS OF THE BUILDING, THE ENGINEER CANNOT ASSURE THE OWNER wpply . ina on demand for h�at ond
PUBI.1GTiOHS EXISf, THE MOST STRINGENT REW�REUENT SHALL NR VENTS PIPED TO CONVENIENT DRNN. ALL HIGH POINTS IN •
OR THE CONTRACTOR THAT 1HE PROFESSIONAL CONSULTNG SERVICES maintmn ib settinq. Two-ray voNe to close whe� fan is oif. 3✓�" POLYBU1riENE
APPLY. SY$TEM OUTSIOE OF EQUIPMENT ROOMS WRH COMBINATION ,I� 3" HEAT NPE
HEREIN ENCOMPASS ALL CONTINGENCIES. FlELD COOROINATION DURING ���TIC/AIANUAI. AIR VENiS qs REOUIRED TO REUEVE NR IN 7HE ' °
6. PAY FOR AND SECURE ALL REOUIRED PERMfTS AND IHSPECT10N5. PRIOR CONSTRUCTION IS IAIPERATNE. CONTRACTORS BIDDING THIS WORK S�M Expansion Tonk Aasemby � U °
MUST �A.N(E REASONABLE ALLOWANCES FOR UNSEEN CONDR10N5.
TO FlNAL PAriIENT, TURN OVER TO ARCHI7ECT ALL CERTIFICATES OF 75 psi at 240oF. Pres�urizsd diaphmqm typs sxpanaon to�k. • � 3/4" COPPER AT STAIRS
COMPLETION. 30. NEW HOT ANO COID WA7ER BRANCHES TO 8E ROUTED FROMI NEAREST FIOT 43. COPPER PIPEM�ORK--PIPING NAY 8E 7YPE ••K�� COPPER FOR AL.L Weld�d eteel conatruclan. Prochorqe to 12 psi. o i t UWdNGS.
WATER AND COLD WAlER OF UNE SFZE EOUAL TO OR GREA7ER ?HMl NEW BURIED LINES USING WROUGHT COPPER FRTINGS AND 1100 F
7. GUARANTEE THE INSTALUTION AGAINST DEFECTS IN AAATERWS ANp ER $pLDER. fOR NON-BURIED PIPING, 7YPE "AM' COPPER, WROUGHf 3" SANDSTONE AT STNR !c
LABOR WHICH MAY OCCUR UNDER NORLAAL USAGE. THE GUARANTY SHALL B�CH--��. COPPER F'ITTiNGS, AND 95-5 SOLDER. ALI. BUR�ED PIPE SHALL BE P�^de tank, M�srican tir purysr. ,size on dr�owiny�s, with one � , , �q�.
BE FOR A PERIOD OF ONE YF.AR AFiER OM�NER'S ACCEPTANCE. DEFECTS SURRpUNpEp WRH 4" OF CLFJW SAND. D��e caot ircn chombsr constructan, no. 720 float �sM. NI a�
SNALL BE PROMPTLY REMEDIED WfTHOIIT COST TO THE OWNER. 37 . SE/1L ALL DUCTWORK JOMIfS AND VAPOR BARRIER PENETRATIONS AT ALL o pockaqe. Provide a /720 air wnt installed on rotum line at .
E7(TERpR W,q�,�g. the elbow that drope to the dreulatinq pumD• aC 110RTAR AT STNR k
8. PROVIDE RECORD ORAWINGS TO ARCHITECT. pRAWINGS SHALL INCIUDE � � �
ALL ADDENpUM REMS. CFiANGE OROERS. AUERA710NS, REROUTINGS. 32. PROVIpE B4CKDRAFf DAIAPERS A7 ANY AND ALL DUCTWORK FENETRAT�ONS u. EQUfPMENT SPECIFlCA7qN5: SN- 1 Snowmelt/Rodiant Floor Pipinq A� Manifolde �
EfC. 7HROUGH E7(TERIOR MfALLS.
Exhaurt Fon The heat d'rotriDution system sFall bs made of crosa Iinked �
9. SYSTEMS SW1LL BE TE57ED FOR PROPER OPERATION. IF TESIS AT 33. ����� P�IPINR ��BU��, �E 95-5 SO�LDER. Centritugol fc fon in sound InwlatW cubinat with neopron e PaYethy{sne tube, ottyqen diHusion barrier. i�
WORK ARE DEFECTNE, CONTRACTOR S1iAl.L MAKE CORRECT10N5 bockdraft dam wkh BSX tros arsa rille ond 11S/BO/1 motor mtd �
NECESSARY AT NO COST TO OWNER. � 9 System al�all hcva an oparaUnq temperature o( 110oF with �ormal
34. MfASTE LINES TO BE HO-HUB CAST IRON ABOVE GRADE. AND NO- HUB in rubber mtys 110 cfm ot 0.05" s.p., 95 cim O 0. 1 " s.p. IJACA moximum opsratin tempxaturo of 180oF und a moximum operatkg
10. PROVIpE MECWWICAL DEMOLJTION REW�RED. REFER TO DRAWINGS FOR ��T �� � �'� �� ��� �� �• ��• � wO�• �trol by wall switch. sure of 100 S stam shall De ca Dle of withstandin
LOCATION AND EXTENT OF pElA0LR10N REQUIRED. VIStT SRE PRIOR � ��T PIPE WITM ROD µD CIEVIS OR CVlAPS. NO PIPE TAPE �� Z•w,r Zs w� .��� �P � �. �b, P�. o� � . ����t�� , F �o Z�oF fo� limked�periods of time. F�tory SNOWMELT CONNECTION STAIR TO WALK
TO BID TO DETERMtNE EXTEPR Of WORK INVOLVED. PROVIOE LABOR �9 manHolda shall be eQuipped with manuai shut off/babnce whw NO SCALE O
AND MATERW.S 0.S REQUIRED TO AWNTA�N AND/OR RESTORE ���� aQuivalent for each loop and be equipped with zone valvea as requirod.
CONT1NUfTY OF SERVICE TO EXtST1NG SYSTEIAS. 3g, SHEET METAL AND FTTTINGS 70 BE PURSl1AHf TO Si�AACNA M1D ASliRAE Unk Hsatx Piping sholl be copable of produciny 150 btuh/sq.tt. witl� 180oF
11 . $YSTEMS SFNLL BE COMPLETE, OPERABLE, AND READY FOR CONfINUOUS �µ�s. mnt, 30o wtd. Inatoll pipinq a� nd manNold in accordonce with the
OPERATION PRIOR TO ACCEPTANCE 8Y 11iE OWNER. ►brizo�to� model wRh individuoliy odjustabb horizo�tol buven. manufactura's rocommendertiona.
37. ALL DUC7WORK DIMENSIONS ARE OUTSM)E dMENSI0N5.
12. PROVIDE NECESSAR�( TRENCHING, BACKFlLL. E7ICAVAi1pN, SUPPORiS. CoppK tuba ond duminum fin coil Tube d'ametsr, nomirwl S/8". Entfre system ehall have a SNOWMELT AOUASTAT
PtPING, INSUUTION. SAWCUTIING AND PATCWNG. ETC.. !S �. �P� �PE vALVES AND SPECMLTIES Dheet drivs propslkr fon wkh �afsty ton quord. manufaWrar's I'imiGd worronty of 20 ysars. PUMP. BAcG MODEL
���R� Motor aholl hwe buik-in ovsrloads. Suapend at roquired. Capoc- 1R-20 3GP1A •
GATf VALVES: BRONZE, CLA55 123, 200 LB. �M.O.G. ity of 14300 btu/hr. Trane UHSA038W2DDA or equival�nt. Heotway EMron II, Wirsbo or sQuivalsM. 6FT. H�Ap , �---- - �
13. PROVIpE 3- 1/2" HIGH CONCRETE E PMIENT PApS BENEATH FLOOR- 6�1LL VALVES: BRONZE, CIASS 125. 200 LB. W.O.Ca.
MOUNTED hAECWWICAL EOUIPAIENT U�NLESS NOTED 07}IERMNSE). CHECK VALVES: BRONZE, CLASS 72S 200 L8. Mi.O•G. Unit Heutx ond Controle BoAar Bumar Unit 4
BAIJWCMIG VAWES: 125 PSI W.P. FOR 2�0 F SERVICE TIGFir A unk mounted thannostat shall n a two-ra vaNe in tl�e
SHUTOfF, iUJN01S OWL PURPOSE � Y C�t imn bolar bwring AGA and ASMEcpp roval for hot watar. 30
BALANCING/SHUTOFF VALVE. HOFFMAN, SARCO. suppy line on dsmand for hwt and cycls the hwMr fan to p$I working prspure. AGA raGd 140000 BTUMR. Input at sea
14, Al.l. REMOVm PIPING EOUIPMENT. ETC. ARE TQ @E DiSPOSED OF B1' OR EQUNALEIVT. maini fain its sstting. Two-vray vahe to close rh�n fo� is ofi. level whan firW with rwtural gog. iMUlated ateel �'ocket, � � ��
CONTiL4C70R UNLESS� NOTED OTHERWISE. DIELECTRIC UNIONS� FURNISH AND INSTALL A qELECTRIC UNWN horizontd draft diverten, atmospAeric bumen wtth gaa troin
1S. PIPES. EOUIPMENT, ETC. TO BE REMOVED. ARE SFIOWN HATCHED. A7 ALL CONNECTIONS WHERE NONFERROUS FC- 1 Fon Cal indudinq:
AM7ERIAL IS IN CONTACT WRH FERROUS
16. OFFSEf PtPIN6. OUCTWORK, ETC. !�S NECESSARY TO ACCOMMODATE �TE�- Bak�d snarrwl qbss fiba imulot�d aobinst Access pen�l to b� I,lanuol main ond Wlot ahut-off cocb.
5TRUCTURE. BEAMS. COLUMNS, AND D(ISTiNG EQUIPMEM. 39. MATERIALS; SOIL, wASTE, AND VENT PIPIHG (INSIDE BUILDING) hinged or remwobls. Fo� coib shcll Fwve flker rock. Thrss Cos pressure roqulotw. -� �
opssd 115/60/t psrmrn�ent splR capacitor motor with bsaringa with
17. ALL EXISTING SUPPORT RODS AND STRAPS NOW SUPPORTING PIPES, A. LINES BURIED BELOW GROUND- -STANDARD WEIGHT, C,t. SOIL °�� f°S°^�01�' Slow opening diophrom qos vahro for up to 400,000 btWhr input.
ELECTRICAL CONDUR, EfC. TTiAT ARE REMOVED TO ALLOW ROOM FOR PIPE, AND FTTTINGS. CUSS 50 DUCTILE IRON PIPE ANO Fan cal seMduk 100� Pilot ehut-off opem
INSTALLATiON OF NEW EOUIPMENT SHALL BE RELOCATED AND FfTTINGS OR HUBLESS C.I. WiTH C.I. COUPUNGS FOR BELOW �' ���� T�� ��-
REINSTALLED, OR REPLACED IF DAMAGED. ��E Heating ComDlete wfth opsmtiny control wkh t0o Cifferontial sst at � � � wh �� PURGER
Mork location sp�ed CFN btuh qpm motor model Combination oltitude s and tMrmometsr, tACdonrNll-Mipx
18. INSUL4TE ALL HEATING WATER, PIPING WfTH U.L APPROVED, WHITE, 8. WASTE UNES ABOVE C�20UND- -STAND.4R0 WEIGHT, C.I. SOIL ��
FC-1 Storog� 3 B00 O 0.3 ESP a6.� 2.0 1/6h ►AO tiro 3 bw Mater cut-ofF, extemal mounted wRh wck i blow S� p�q� � �pR
ALL SERVICE. CLASS FlBER, SNAP-ON. 1 " THICK ON AWNS AND i /2" PIPE, AND FfTT1NGS. OR HUBLESS. C.I. $piL PIPE AND �-� y 4 . � � HEAT IXCMANGER. AAOUNT ON WALL
THICK ON RUNOUTS, PiPE �NSULATION. INSUIRTE FTTTINGS N4TH Ft1TiNGS. UP THROUGH 2- 1/2" MAY BE STANDARD WEIGHT, � S.L wlva pipsd to floor drafn. Levsr handled aame aofety PIPING TO MAN OLD WRH UNff STRUi ec INSULATE.
GLASS FlBER BUNKEf INSUV.T'ION AND PREMOLDED P.V.C. CONERS. GALVANIZED STEEL P1PE WIfH BLACK, W.L pRPJNAGE Trana, Carri�r uivaleM. rslisf valvee pipsd to floor droin. Droin cock. �ARL$pN YOpEL HE3.S ( 13,000 HTUH)
19. INTERNALLY LINE ALL NEW DUCIWORK WRH 1 " THICIC, 1 - 1/2 LB. PER �S p Wail Mclain GV-5 wkh combo 30 water I�sater. Pesrfess, Bumhom.
SQUARE F00T, U.L RATED, GL�ISS FlBER INSULATION. C. VENT UNES ABOVE GROUND- -STANOARO WEIGHT, C .I. 501L Fan Coil and Controb w H.B. Smkh equivalsnt. HOSE END VALVE. FlLL SYSTEM
PIPE, AND F'RTINGS OR STANDAi2D WEK�R. GALVANRED A room mount�d thsrmo�tat sha11 o a two-way vaNe in tM WRH 50lG PROPYIFNE GIYCOI
20. CONTRACTOR 10 PIPE INDIRECT WASTE FROM EWIPMENT TO FLOOR SiEEL PIPE WfTM 1 �50 LB., G4.VAW2ED ►A�U.L IRON F'ITTiNGS �^ Controcton Note: Wail McLoin boiler ia drow� on pla�. Other WATER SOLU710N.
DRAINS. FOR tJNES 2" MID OVER. FOR LINES 1 - 1/T" AND LESS, su line on demand fw hwt ond cycle the heatx tan to modela may very alightly in dimeneiona, input, flue size, gas
BIACK, C.I. 125 LB. SWP FrtTiNGS. moI^ a�^ its asttiny. Two-wwy voNe to cbse wMn fan is off. Rna aize, ete. Chonyea 10 accommodate other modele shall w Town of Vail
' 21 . FlLL HEAl7NG WATER SYSTEM WITH 30% PROPYLENE GIYCOL/WATER mode at no extm cost. r D
SOLUTION. D. ALL WASTE AND VENf PIPMIG ABOVE GRADE MAY BE DWV COPPER �- � �BbO°� RO�� �� �J � �Q1 �O eCtEffOiS 29 . OD
P1PE AND iTTTINCS USING 50-50 SOLOER. �pacity of 740 btu/hr p�r lineal foot IBR roting at 180oF Boiler Controle P �
Y�
22, REFER TO ARCHfTECTURAL DRAWINGS FOR ALL DItAENS10NS. rnroroge woter temperaturo, 20 oF temperoturo a,�. T��.: �,.�� �j�r wat@r temperaturo shuil be ��,�,�� �rom �-�Ma.� S N 0 W M E LT H EAT E X C HAN G E R P I P I N G D I IM
copper• controle apecified rith ths boikr. Provide an outdoor arc � ` c� . , �
23. CONTRAAi(.(:TOR TO PROVIDE NEW PLUMBING FOR WASHER LAUNDRY SINK, NO 3CALE U, ; �
tranemitter (bcated on north expoauro� and a panel mounted ��
LAUNDRY ROOM FLOOR DRNN, AND HUAIIpIFlER. CONN�CT TO C�ra with txima coat color, aslscted by ArChibct, 9-3/16" receivsr-contrdlar which shall outomot�colly shut oH the boilx � ' ih1�t n0�
EXISTING. Ai . Provide dom in oll room� excs t whsrs thertnostat
gh P� P bumer obove 70oF outslde air temperaturo. Controla shall olbw
xcuis. the bumer to operats below BSoF outside air temperature. pf�
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177iFSt; NOTES ARE: KI:F�FJ2f:NC1:llON URAV�' IN ( � ` ; _� � O �
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. Remove two sliding glass door units and store in garage . Pre� � ide and � o
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; install new window / door system as per elevation drawing. Paint to match a W
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ex� sung . Q �
2 . Replace sloped glaring pane on east end with broken seaL �
3 . Insta ll oa k flooring provided by owner. Finish with three coats water � �
borne urethane . � _ �
4 . Construct main level bath as per drawing . Verify finishes with owner.
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5 . Pruvide 24" X36" aciess door complete with rylinder lock and 1 pr. 3 " I ; I ^ 1 � p
hingrs . W � a
6. Fur hottom of existin g floor joists with �' X -1 's at 24 "oc . Lon g dirnensiun � � � � II �
up and down . Finish ceiling and walls w ith 5/8 " gyp� um hoard and tcxture � ! �I� � I� % i � i
tu match adjacent rooms. __ . ' � ' �
7 . Remme door to present cr� wl spaee and tinish ���ening in drywall . i � II ��. � I� �, II ' � CRAWL
8 . C� nstnict a wooden platform with 3/4 " plywood c1r� k at a height of ! �" e�F �
concrete floor.
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GENERA
L NOTES
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, � Towr� ut Val! Comrnur.l4y
, / � I ; , 1 . Demolition of all applicable intrrior walls and ceilings , removal � � f � i �„ � Develepmzo;
� ' � � I � � � cabinets , ca�et and furnishings shall be hy ownrr. Plan 9 nd �+;�;t'��!
Cuntrictor shall he responsible for weatherproofing strucwre �; n ; ' �1 5
' � - � y dustproofing lower level rooms not altered in rrm��deL aparoved � �'��- C+ ❑
' � I gED i 3 . Contracror shall be allowed to use existing faciliti�s for oftic�, tailet , pen;ed ❑ ❑ . _
I � • electricity, storage and phone . Contractor shall pay long distance
I / - communications.
� �� � � _ � � ti ' � � 4 . Final cleaning, Lx:yond dehns removal and broom elean condition , �hali hr v�i ��d�tyc; Fv� m: t
hy owner. S:: 3U5 (c) � !; . B. C.
\ � a I�uaoce or granUng of a p � :� er approval ef pl�n� ?nc
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5 . Windows shall be Porri , wood / primed completc with screens ( finitil�,�d.; ,;rq,.`�,s ;na� i r.ot be ror.stru �o be a cerm;t +o�. o� a�
- i �
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_ _�� - Glas; to be double rane insulating , low E . Salvage exis[ing sli �fing r� l �f?t,° zny �tne a �++ ��n e ot ±r ��at�on Tn � ssuance W
� —� � �- � �'Y a p�r m i t b 3 s?c u p c n p�c s , s p� o n s a nd o t h e r d at a S h a e
! �� dnOt' Units an d SIOt'C IR �8r'd�e. nct prevtnt the buiidi�;� o`fici; t �. ,hareatter requiring the
� 6 . Sh��wer enrlosure shall be 3/8 " trmperrd , irame sycicm . Finishc• � i � � h�:crreation os er�ors in said pians, Spec�ti�at+ons a�d ou,a.
, i I
� hnsen b� owner prior to ordering . aata ^ � _ z�_ ��'
7 . Shi� wrr walls shall be reinforced ccmrnt hi�ard with vinyl pan ba , in . h�,at� ll
. I , � , �
��: � — �- -- - II , tile on tloor. walls and lower sloping reiling . Tile to be furnish ���f h � � � �� n � r.
8 . Reuse existing plumbing fixtures, veriiy new fxwre and faucci .
specifications with owner or architect .
9 . Kitchcn appliances, cabinets , and countertops shall be fumished <ind in� i :� ll �•,i
hy Titurston 's. . Contractor shall coordinate and provide electriral and
plumhing requirements.
' 13 . Verify existing electrical entry serviee and panel . Any additions or
GARAGE LEVEL FLOOR PLAN LOWER LEVEL FLOOR PLAN corrertions required shall be pan of the zlectrical scope of work and bid .
�� i� � � _ � , ,�
`�� % �+�� _ � -�� �� 1 � . Light tixtures and trims, except for recessed cans, shall be by owner.
_ Electrician to provide Halo H -7 universal housings.
;
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APPROVED �Y TH�
TOWN OF l�All�
DESIGN RE\/IEW �OARD date:
� 3 ; �5 project no :
DATE: �
PU4NNER: ` x' `
sheet no :
of:
EDGES OF CONCRETE WORK SHALL HAVE 3l4 INCH CHAMFER. USE STANDARD HOOKS
ON DOWELS UNLESS OTHERWISE NOTED.
5. REINFORCEMENT:
A . ALL REINFORCING SHALL BE HIGH -STRENGTH DFFORMED BARS CONFORMING TO
ASTM GRADE 40 .
B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 AND SHALL BE LAPPED
ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER.
C . REINFORCEMENT PROTECTION :
'I . CONCRETE POURED AGAINST EARTH 3"
2. CONCRETE POURED IN FORMS ( EXPOSED TO WEATHER OR EARTH) 2"
3. COLUMNS AND BEAMS (TIE BARS) 1 -112"
4, SLABS AND WALLS ( NOT EXPOSED TO WEATHER) 3/4"
D . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS OETAILED OR
AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES, WHERE PERMITTED,
SHALL BE A MINIMUM OF 36 BAR DIAMETERS UNLESS OTHERWISE NOTED. MAKE
ALL BARS CONTINUGUS AROUND CORNERS.
E. PLACE TWO #5 (PER 8" THICKNESS) WITH 2'-0 PROJECTION AROUND ALL
OPENINGS IN CONCRETE WALLS, SLABS , AND BEAMS. ALSO PROVIDE TWO
#5 X 4'-0 DIAGONALLY AT EACH CORNER.
F . CONTINUOUS TOP AND 80TTOM BARS IN WALLS AND BEAMS SHALL BE
SPLICED AS FOLLOWS : TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS .
G. PROVIDE ALL ACCESSORIES NECESSARY TO SUPPORT REINFORCING AT POSI-
TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE HELD SECURELY
IN PROPER POSITION IN ACCORDANCE WITH ACI 318-77.
6. GENERAL :
A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS.
B. WATERPROOFING, VAPOR BARRIERS, ETC., SHALL BE AS SHOWN
ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS.
C . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD
ARCHITECTURAL DRAWINGS .
D. IF FIELD CONDITIONS VARY FROM ASSUMED CONDITIONS CONTRACTOR SHALL
VERIFY CHANGES WITH THE ARCHITECT AND ENGINEER.
2
VAIL RIDGE UNIT E
Mr.N 29?r4
JUNE 2, 1995
GENERALNOTES
1 . LIVE �ADS USED IN DE31GN :
A. TYPICAL FLOOR 40 PSF
B. EARTHQUAKE ZONE1
2 . NON-STRUCTURALELEMENTS :
A. ELEMENTS SUCH AS NON -BEARING PARTITIONS, ETC. ATTACHED TO AND/OR SUPPORTED
BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL
MOVEMENTS.
3. FOUNDATIONS :
A . THE ALLOWABLE SOIL BFARING PRESSURE ASSUMED IN DESIGN IS 2000 PSF.
THE CONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT THE
FOUNDATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL
SOILS CAPACITY IS EQUAL TO OR GREATER THAN ASSUMED.
B . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED, NATURAL SOIL
OR PROPERLY COMPACTED BACKFILL , APPROVE � BY THE SOILS ENGINEER.
BACKFILL SHALL BE COMPACTED TO 95% ( MINIMUM) STANDARD PROCTOR
DENSITY. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH
APPROVED FILL.
C. CENTER ALL FOOTINGS UNDER WALLS, UNLESS OTHERWISE NOTED ON PLANS.
4. CONCRETE :
A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I PORTLAND
CEMENT, STONE AGGREGATE AND SHALL DEVELOP 3000 PSI COMPRESSIVE
STRENGTH IN 28 DAYS.
B. CONTRACTOR MAY POUR SLABS-ON-GRADE CONTINUOUS AND TROWELCUT JOINTS .
JOINTS SHALL BE SPACED 10 FEET AND CUT 1 " DEEP X 1 /8" WIDE . CARRY ALL SLAB
REINFORCEMENT THROUGH JOINT.
C. SLABS, FOOTINGS, AND WALLS SHALL NOT HAVE JOINTS IN
A HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD
POINT OF SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS
UNLESS OTHERWISE SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS
REVIEWED BY THE ENGINEER.
D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH
ACI BUILDING CODE 318 LATEST EDITION. UNLESS NOTED OTHERWISE ALL EXPOSED
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