HomeMy WebLinkAboutDOCUMENT Water Tank 3501 Fall River Rd1
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NOTES:
1.BLILOING TC BE FOI6JEO IN PANELS.L WALLS,I ROOF PANEL Alit’A
FLOOR.ILL PANELS TO BE PROVIDED BY COLORADO PRECAST CONRETE
(CRC).
2.BLILOING TO BE AS&MBLEO BY C.P.C.ON SITE
3.EXTERIOR FiNISH OF ROOF:ROUGH TROWEL FII4SH
4.EXTERIOR FiNISH OF WALLS:SMOOTH FORM FINISH
S.IWERIOR FNISH:STflIOARD GREY CONCRETE WFH SMOOTh FINISH
S.ODOR TO SE PMtSFE3 SHERWN WILlIAMS ‘WALNJT BROWN.
7.THE THREE REAR WALlS AND ROOF TO RECEIVE HYDROCIDE 7008
ASPHALT COAliNG
8.ALl EXTERIOR JOINTS ON REAR OF BLILOINC TO HAVE 12”AlOE ,P)INT
WRAP
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PROJECT:BUILDING
LOCATiON:ESTES PARK,COLORADO
CONTRACTOR:HILL COUNTRY HOMES
DELLA TERRA MOUNTAIN CHATEAU
DATE:APRIL,2008
DESIGN PROPERTIES:
CONCRETE STRENGTH:5.000 psI
CONCRETE WEIGHT:1 50 pcf
REBAR STEEL STRENGTH:60,000 psi GRADE 60
WELD PLATE STEH..STRENGTH:36,000 psI
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DESIGN CRITERIA:
MAX BURY:6 T ON REPR OF BUiLDING,
3 RON FRONT OF BtJiLDIN>
DESIGN MANUALS:
lOG 2006
4CC 318—5
AISC LRFO 3rd ED.
4-u &cubla 4ztrcvecQ”y kyc9wvtt Jt fk
So Jeca?
PAIiEL WE GilT LBS CI.
FLOOR 9.019 2.23
WALL A 3350 0.83
WALl 8 7,594 1.85
WA’±C 8,250 2.04
WAl I)7,594 1.66
ROOF 18.783 4.64
IOALS 54,507 13.48
NOTE:1
IllS THE RES ONSIBILITYOF ThE I
CONTRACTOR TO VERNY ALL
DIMENSIOJIS,ELOCKO1JI
LOCA1IONS AND SPEOFICAT1OtIS
[APPRCVED r 3
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1.FLOOR 10 BE FRO.iO[B BY C.P.C
L FLOOR 10 HO/E 001ff BR)OW 1t194
3.WELO PLATES TO BE S’gE,W WITH )2’FELSON 91J
4.HELD PLATES TO BE SET rLu?
&OIL4ENROF€RE FROlI OLFF9OE EDGE OF 598 TO CENTER
PDR.’T OF 1IBfl PLA’6
5.FLOOR IS ?1ffC4
7.I!E]OKT/C*ICRE?E:TKI5 LBS /2,2.3 C?
FLOOR
TOP 1vIEW
the
NOTE:
IT ES THE RESPCEIISILILITY OF THE
CONTRACTOIT TO VERIFY ALE
NMENSIOFS.tOCIEDUT
LOCflPDNSANO SPECIFICAflOIES
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TRflCAL Sk’?S 1)OFF ?‘5lOC
OF NAIL.HORCONEAL BARS
OR OUlSOC OF VERflCAL BAR
(4)AtctL fl TESiR cAo4
SIDE 0t DOOR
(4)ADOL 4 4EB$ASCYL
04XR
3K6.Z WELD ELATE
CAST NED INSIDE FACEOFPAAELTIP
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NOTES:
WALL IS 4 TI-ICR
2.PAT-IEL SHOWN D(IERIOR FACE DOWN
3.EXTERIOR WALL FiNISH IS FORM FIMSH
4.INTEROR FINISH IS SKAD)Ti-i FINISH
S.WELD PLATES ARE 3”x6’xi/4
&ALL YiELD PLATES TO BC FLUSH
7.WEIGHE /CONCRETE 3,350 LBS /0.53 Cf.
WALL A
INTER(OR VIEW
r IOTE:
IT 151115 RESPONSIEILIfl OF TNt
CONTRACTOR TO VERFY ALL
DIMENSIONS,BLOCKOLYT
LOCATIONS ArcO SPECIFICA11ONS
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NOTES:
1.WAtL IS C THICK
2.PANE SHOWN EXTERIOR FACE IWN
3.EXTERIOR WALL FINISH IS FORM FINISH
4.INTERIOR FINS-I IS SMOOTH FiNISH
5.WELD PLATES ARE 3o6’fl/4
5.ALL WELD PLATES TO BE FLUSH
7.WEIGHT /CONCRETE:3594 LOS /0.85 C.?.
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REJr4IORCELcENT:
fiG OEwa C 6 OC.E.W.,
VERTCM.BARS L TEE IIISIOE
OF nIL.HZI0004JThL 8MG
ON OUTSIDE OF rcRnoL BoO
1—3 0]UBLE ODE
PICK UP UFI LiST
INTO TOP OF P414E4.
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INTERIOR VIEW
NOTE:
IT IS THE RE51ONSIBILUY Of THE
CONTRACTOR TO WOlFf AlL
OIMEMSKZJS.BIOCILOUT
LOCATOONS AND SPECIfICATiONS
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NOTES:
-.WALL IS 1 ThCK
2.PANEl SHOWN DEFERION FACE DOWN
3.EKTEROR WALL FINISH IS FORM flNIS4I
4.INTERIOR 9)05K IS SMOOTH FiNISH
5.WElD PLkIES ARE rxcxl/4
T.ALL WELD PLATES TO BE FLUSH
7,WEIGHT /COtCRETE:8250 LBS /2.04 E.Y.
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IT ES ThE RESPONSIBILIWOE TilL
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DIMENSIONS,BLOCKOUT
LOCATIONS AM)SPECIFICATIDh’S
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ON 01151SF OF \t4?T*DS4L BA!?
NOTES:
1.WALL IS 6’THIGH
2.PANEL SHOWN EUERIO FACE COWN
3.EXTERIOR WALL FiNISH IS FORM FiNISH
4.INTEFPOR FINIS IS SMOOTH FiNISH
5.WELD PLATES ARE flrxlJ4”
6.ALL WELD PLATES TO CE FLUSH
7 WEIGILT /COrICREFE:7594 LBS /1.68 C.Y
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NOTE:
ITS ThE RESPONSIBIIJT(01 THE
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DIMENSIONS,BLOCKOUT
LOOTIONS AND SffC4F1CATIONS
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REINFORCE WENt:
SEE SHEC 5
ND PVC PIPE
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CENTER SUPPORT
WR:
1.PANEL SHD%N TOP LIP
2.ToP flNSN:iATL.flNISN
3.WELD PLATES A Yxflh/4 OR 5”xB’W
ALL WITH IWO 2 NELSON STUDS
4 ALL WELD PLAIS TO BE SET ILUS-I
S.ROOF TH1CKIE!S:9 TO W
6.WETGT{T /CONCREIE 16.763 LBS f 4.64 CI
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SECTION ft—A
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TOP VIEW
1O PVC PIPE CAST mi FOR
SEERME (SOC S)PPORTS
ONLY)
3x64 WELD P.ATE CAST
INTO FOITOM SIDE or poor
4—IDa uliLny LIII CAST IN1D
lop O ROOT
NOTE:
IT lIThE Ii ONSIBILEn OF ThE
COWTRAaOIT TO VERIFY ALL
DIMENSIGiIS,BLOCK3UT
LOCATION5 AND SPECIFICATIONS
APPIIOVED B?:
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Page 1 of I
Will Birchfield
From:Pam Amelang [pamelangi @yahoo.com]
Sent:Tuesday,Apri’15,2008 9:41 PM
To:Will Birchfield
Subject:Fwd:FW:Fire Line Sizes
Attachments:FW:Fire Line Sizes
Hi Will,I am forwarding the information from Ed Kramer with his letter.There are two attachments.
This has all changed and they are sending me a new drawing and letter regarding deleting the dry
hydrant and using the real hydrant for temporary construction water.This eliminates a lot of
connections and they like it better.I will send the new drawing and letter as soon as I get it.
I talked to Scott Dorman today and he was fine with using the real hydrant for temporary water during
construction.He wants it well marked as not pressurized so the firemen know.
The schedule at this point -The slab to the firepump building is being set in place Friday morning.The
pipeline company is scheduled to test the line with 7 lbs of air pressure Friday at 1:00 pm.Can you be
there Friday at 1:00?If everything goes OK,we will be filling the firewater tanks over the weekend.I
asked Scott Dorman if the fire truck could come on Monday and test the hydrant.He said he would
check with the firemen and see.If so,it would be late in the day.I will try to keep everyone updated as
to the schedule so that I do not waste the firemens time.
I hope I survive all of this.Thanks,Pam
Note:forwarded message attached.
Be a better friend,newshound,and know-it-all with Yahoo!Mobile.Try it now.
4/16/2008
Page 1 of I
Will Birchfield
From:Matt Fix [matt@flow-fire.com]
Sent:Tuesday,April 15,2008 11:58 AM
To:Pam Amelang
Subject:FW:Fire Line Sizes
Attachments:Della Terra Fire Service Sizing Letter.jpg;Della Terra Fire Service Sizing 0411 08.pdf
Matthew Fix
President
Flow Fire Protection,Inc.
912 Smithfield Dr.#3
Fort Collins,CO 80524
0(970)494-1817
F(970)493-71 57
matt@flow-fire.com
www.flow-fire.com
Internet E-mail Confidentiality Disclaimer
This e-mail message may contain privileged or confidential informatiOn.If you are riot the intended reciien1,you may not
disdosc,use,thseminate distnbute,copy or rely upon this message or attachment in any way.If you received this e-mailmessageinerrotp/ease return by forwarding the message and its attachments to the sender
From:Malt Fix
Sent:Monday,April 14,2008 3:51 PM
To:‘Pam Amelang’
Subject:Fire Line Sizes
Pam please see attached.
Matthew Fix
President
Flow Fire Protection,Inc.
912 Smithfield Dr.#3
Fort Collins,CO 80524
0(970)494-1817
F(970)493-71 57
matt@flow-fire.com
www.f low-fire .com
Internet E-mail Confidentiality Disclaimer
This e-mail message may contain privileged or confidential information.If you are not the intended recipiènt.you may not
disc/ose,use,disseminate.distribute,copy or rely upon this message or attachment in any way.If you received this e-mailmessageinerrorp/ease return by forwarding the message and its attachments to the sender
4/16/2008
W KRER DESIGN,LW
QF__lj an OLD RMCI 1Afl.-1fl2ttU CO $0125rnflOS)nsJta flt ($)fl9fl1 San
ApdI 11,2008
RE:Della Terra Motntain Chateau
Bed &Breakfast
3501 Fall River Rd
Estes Park,Colorado
To whom it may concern:
The undergrotnd fire service sizes,as shown on the altached sheet;will be large enough to servethefiresprinklerandhosestreamdemandsfortheDellaTerraBed&Breakfast project.
More specifically 8°from the storage tanks to the fre pump is properly sized;60 to the tdry’hydrantisproperlysized6”from the fire pump to the Wet hydrant is propetly sized;8°from the ‘wethydrarttothesprinklersystemrise-inside the building is property sized.
The fire sprinkler submittals will include hy&autic calculalions supxflng all the above pipe sizes.
Sincerely
Frank ‘Ed’Kramer
Project designer
YAcN Frank ‘Ed Kramer,CET(ç\M4XT Can,75W2r.ir 44 $pfljh5yan LasJdR
--FRE WATER DETAL
SCALE:NONE
PRDJEC:-1 -1i I RAMER DESiGN LLC DELLA TERRA MOUNTAIN (I/A IEAU
‘REt)&RRLAKIAS7’
6O5 Old Rnh trail -tton.Colorndo Hoi
S.350/FALL RIVER ROADVocr3C)O rX (3)‘-S92 E-MM3 KflC•
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8 SHED 40 Pvc•
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THR1t PP
SCHED
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