HomeMy WebLinkAboutGLEN LYON LOT 20 UNIT ATOWN OF VAIL DEPARTMENT OF COMMUNITYDEVELOPMENT
75 S.FRONTAGEROAD
VAIL, CO 81657
970-479-2138
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES
ADD/ALTSFRBI'ILDPERMIT PCrMit #: BO4-0I89
Job Address: 1460 GREENHILL CT VAIL Status . . . : ISSLIED
Location.....: 1460 GREEN HILL CT., UNIT A Applied . . : 07/28/2004
Parcel No...: 210312403037 Issued . .. : OBl20/2004
Project No i DD.,t nrL-,',.r .tA Expires. ..: 0211612005pt?_J o(_oaJV
OWNER HINZ, PAMELA SHEII-,A 07 /28/2004 Phone:
501 E NORTH KINGSBURY
CHICAGOrL 6061_0
License:
CONTRACTOR SAWATCH LAND CO. rNC. 0'7/28/2004 Phone: (970)-748-8738
P.O. BOx 1298
EDWARDS CO
8L632
License:. 629-8
APPLICANT SAWATCH LAND CO. INC. 07/28/2004 Phone: (970)-748-8738
P.O. BOx 1298
EDWARDS CO
81632
License:. 629-B
Description:
ADDITION OF 66 SQ FT TO LOWER LEVEL BEDROOM
Occupancy: R3 Single Family Residence
TypeConstuction: VN TypeVNon-Rated
Valuation: $20,000.00 Add Sq Fr 66
Firenlace Information: Resticred: Y # ofGas Appliances: 0 # ofGas Logs: 0 f of Wood Pellet: 0
FEE SUMMARY
Building------> 5321.25 Restuardnt Plan Review->
PlanCheck--> $208.81 DRB F€e------------>
$0. 00 Total Calculated Fees--> 5542 . 96
90. 00 Additional Fees------>s0.00
Investigation->
will cdl------>
S0.00 R€creationFee---------->
$3.00 Clean-upDeposit------>
59.90 Total P€rmitFee-----> S542 .96
50.00 Payments-----------> 5542.96
TOTAL FEES-_--_--> 5542.96 BALANCE DUE---->s0.00
Approvals:
Item: 05100 BUII-,DING DEPARTMENT
08/1912004 JRM Action: AP
Item: 05400 PL,ANNING DEPARTMENT
08/02/2004 bgibson Action: AP
Item: 05600 FIRE DEPARTMENT
Item: 05500 PUBLIC WORKS
See page 2 of this Document for any conditions that may apply to this permit.
DECLARATIONS
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan,
and state that dl the information as required is correct. I agroe to comply with the information and plot plan, to comply with all
Town ordinances and state liaws, and to build this stucture according to the towns zoning and suMivision codes, design rwiew
approved, Uniform Building Code and other ordinances of the Town
FTQUESTS FOR INSPECTTON SHALL BE MADE TWENTY.FOTJR HOURS IN ADV AT OIJR OffiCE FROM 8:00 AM - 4 PM.
OWNEROR FORHMSELF A}.ID OWNER
PAGE2
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CONDITIONS OF APPROVAL
Permit #: 804-0189 as of 08-20-2004 Status: ISSUED
*{.'**'}'}'*'|******!t*:'!'|t,***,t'f|'t*,t*,},F{.:*'i*'i*'t!t***'i*'t{.'t'}'}'}l!tt'|.{***l}*
Permit Type: ADD/ALT SFR BITILD PERMIT Applied: 07/28/2004
Applicanr SAWATCH LAND CO.INC. Iszued: 08/2012004
(970)-748-8738 To Expire: 02/16/2005
Job Address: 1460 GREENHILL CT VAIL
Location: 1460 GREENHILLCT.,UNITA
ParcelNo: 210312403037
Description:
ADDTTTON OF 66 SQ FT TO LOWER LEVEL BEDROOM
**{t*!***'}*!**'*{t*!*'t{.l.***,t|t*'t**t**,***'|***'l!t*|t{.{!***,|*l.**Conditions**f****{.|t{t'*'}*:i{.l*'|t!}****t
Cond: 12
@LDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND
EVERY STORY AS PER SEC.3IO.9.I OF THE 1997 UBC.
'i*'t't**********t++**'t't't{r**{'*+*+**+*ff+++'}t**'}t***tt*!tt*l'*++++tt********aa''}*+++t**+******+*+**
TOWNOFVAIL, COLORADO Statemeot
*tl"t****************fl'**'t'.'}t*****f**********t+il**'lf********+**:t*f*****{'{'*****'l++************
Statement Number: R040006465 Anount:
Palment Method: Check
Co. Inc. 3366
S542.96 Oe/20/200470:55 AMInit: DDGNotation: Sawatch L,and
ADD/AIT SFR BUILD PER,IIIT
I'NTT A
Totsa1 Fees: $542.96Total ALL FtnEs: $542.95Balance: $0.00*+'t'|'l*t*******************a+****++****+a+*++t*+*f+*******'+*+++******'lt|*tll******+{'+tf*******+
ACCOI.JNT ITEMLIST:
Accounts Code Description Current Pmtss
Pennit No: 804-0189 TVpe:Parcel No: 2L03L2403037Site Address: 1460 GREEI{HILL CT VAILLocation: 1460 GREEMILL CT.,
This Pa].ment: $542.96
BP
PF
RF
WC
0 010 0003111100
0 010 0003112 3 0 0
11100003112700
0010 0003112 80 0
BUII,DING PERMIT FEES
PLA}I CHECK FEES
RECREATION FEES
WILL CALL INSPECTION FEE
327.25
208.81
9.90
3.00
flr'9
APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR U
Project #:
Buildin Permit #:
ozz3
TVWT|OFYIN
75 S. Frontage Rd.
Vail, Golorado 81657
i * f,r'1',' 1::
CONTRACTOR INFORMATION
GoMPLEIEVALUAT|qNS FOR BU|LD|NG pERMtT bor & Materials
BUILpTNG: $ Z 0, ue72 _*U ELECTRICAL: $OTHER: $
PLUMBING: $MECHANICAL: $TorAL:$ -j/X>D .<}a>
For Parcel # Contact Assessors Ot!frce at g70-32g-g640 or visit
*i'**|lr****************}r**r*****FoR OFFICE USE ONLy*****************************r**
tlc
,kl
Workclass: New() tlltiot4!--Iglnodel( ) Repair( ) Demo( ) other( )
WorkType: Interior( ) Exterior( ) Both6<)Does an EHU exist at this location: yes ( ) No (2d
Type of Bldg: singre-famiry ( ) Two-famiry{d Murti-famiry ( ) commerciar ( ) Restaurant ( ) other( )
No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: ,41
No/Type of Fireplac es (t t ca. Logs ( ) wood/peltet ( ) wood Bu
Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED
a Fire Sprinkler System exisi TEsl ) -t.to-
ner
\VaiI\daIa\cdev\FORMS\PERMITS\BLDGPERM.Doc
07t26t2002
-,tffi
Questions? Call the Building Team at 479-2325
Project Name:
Project Address:
/ This Cheddist must be amoletd beforc a Building Permit aoplication is
,acenhd,
6 ,All pages of application is complete
t uas DRB approval obtained (if required) Provide a copy of approval form
a Condominium Association letter of approval attached if project is a Multi-Family complex
a Complete site plan submitted
or. Public Way Permit application included if applicable (refer to Public Works checklist)
o/S6ging plan included (refer to Public Works checklist) No dumoster,oarkinq or material ptoraqe
tt
o
tr
o
o
o
o
B
test and results submitted if demolition is occurring
Architect stamp and signature (All Commercial and Multi family)
Full floor plans including building sections and elevations(S sets of plans for Multi-Family and
Commercial Buildings)
Window and door schedule
Full structural plans, including design criteria (i.e.loads)
Structural Engineer stamp and signature on structural plans (All C.ommercial and Multi Family)
Soils Report must be submitted prior to footing inspection
Fire resistive assemblies specified and penetrations indicated
Smoke detectors shown on plans
Types and quantity of
Applicant's Signature:
Date of subm
Department of Community Development
\VailWata\cdev\FORMS\PERMITS\BLDGPERM.DOC
neceived Bf:(
04lo2no03
BUILDING PERMIT ISSUANCE TIME FRAME
If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works)
review and approval, a Planning Department review or Health Department review, and a review
by the Building Depaftment, the estimated time for a total review will take as long as three (3)
weeks.
All commercial (large or small) and all multi-family permits will have to follow the above
mentioned maximum requirements. Residential and small projects should take a lesser amount
of time. However, if residential or smaller projects impact the various above mentioned
departments with regard to necessary review, these projects may also take three (3) weeks to
review and approve.
Every attempt will be made by this department to expedite this permit as soon as possible.
I, the undersigned, understand the plan check procedure and time frame. I also understand
that if the permit is not picked up by the expiration date, that I must still pay the plan check fee
and that if I fail to do so it may affect future permits that I apply for.
Agreed to by:
Project Name:
F : everyone/forms/bldperm3
Jul-16-01 ll:36am From-T0tll{ 0F VAlt C0tXUtllTY DEVELOPtftlT 87011S2152 T-401 P 002/002 F-191
,,-ffi
Design Review Board
ACTION FORM
Departfl et* of CdnmuniV Devdoptttgtt
75 Sorrtlr Fronbge Road, valf Cdorado 816t
tel: 97t0.479.2131t fax:. 97O.479'2452
web: www.ci.'vailco.tls
ProjectName HII\ZRESIDENCE DRBNumber; DRBO40291
Proied DesoiPltion:
ADDmoN oF 66 SQ Fr
PailiciPants:
OWNER HIIE, PAMETA SFiEII-A 06/2912004 Phone:
501 E NORTH KINGSEURY
CHICA@
rL 60610
LftFn6e:
APruCANrCROKE,SIEPHENcr,lzgl2cp4Phone;970-74$8738
PO BOX 1298
EDU/ARDS
co 81632
Ucense:
ProlectAddres$ 1'160 GREENHIII CTVAIL location: UMT A
Legal DescriPuonl Lot 20-A Blocls Subdivision: GLEN LYON SUB'
Paref If umbcn 27O3L24O3O37
Gontments:
BOARD/STAFF ACTION
Motion BY: Actiom SIAFFAPR
Sccond BY:Vote: tlate d A9Provalt O7/76l20xJ4
Conditions:
Cond: I
(Pl,cN): No changes b these plars may be made wiBrout the written onsent of Town of
Vail saff and/or Fre appropriate review ornmittee(s)'
Cond:0
(F'uN):DRBappro\raldoesnotconstituteapermitfor!.uilgi"S'Pleaseonsultwith
iown of Vail euiHirE personrrel prbr to corsBuction adivities.
Cond: 201
DRBapprornlshaunotbecorrera|.lrjforz0daysfol|orrlingthedateofapprora|'
Cond:202
Approval of thb pmject shall tapse and be@me void one (1) year folloriving fE date
Of final approyall Un'leSs a bUilding perTnit F issued and corlstructon is commenced
ard is diligenfly pgrsued toward onpletion'
planner: Bill Gibson DRB F€e paid: $3oo.oo
PROJECT 4160 A GREENVILLE COURT
JOB NO. 0607-04
SHEET NO. GEN. NOTES OF 5
CALCULATED BY TFA DATE 07/22/04
P,O.8oX 24
AVoN.CO 8162
PH970.949.71
FrJ(970.949.33
lutions. inc
---z
XGII{EERIIIG
GENEML NOIEST 1460 GREENVILL! CT JOB#tr607-04
0ESIGN CRITERIAT
IBC/IRC EDITION: 2003
4!s1rq-!@
1 . DESIGN OF FOOTINGS IS BASED ON AN ASSUMED MAXIMUM ALLOWABLE
BEARING PRESSURE OF 2OOO PSF.
2. FOOT|NGS SIIAI.L BE PLACED BELOW FROST DEP'IH ON UNDISTUBBED SOIL
OR ON S IFUCTURqL FILJ- COMPACIED AS REQiJIRED BY THE GEOTECHNICAL
ENGINEER.
3. PROMDE PERIMETER FOUNDATION DRAINS PER THE GEO]ECHNICAL
ENGINEER FECOMMENDATIONS.
@E!!9!gEEIE
1 . CONCRETE DESIGN IS BASED ON THE MOST CURRENT PUBUCA]ION OF
.BUILDTNG COOE REOUTRET\,iENTS FOR REINFORCED CONCREIE (ACr 318).
2. STRUCTURAL CONCBE'IE SHAI.I HA\€ A MINIMUM 28 DAY COMPFESSIVE
STRENGTH OF 30@ PSI.
3. CONCREIE SHAIL BE PBOPOFT]ONED USING TYPE I-II SULFATE FIESISTANT
CEMENT, OO NOT USE AOMINUFES CONTAINING CHLORIDE SALTS.
4. FOR CO[-D WEAIHER CONCRmNG PROCEDURES REFER TO THE 'ACl li,tANUAL
OF CONCRETE PRACTICE.'
5, CONCBETE FLOOR STABS ON GMDE SHALL HAVE SAWiI OF TOOLED
CONTROLJOIN]s ATAMPJ(MUM SPACING OF 12 FEETIN EACH OIBECTION IF
POSSIBLE. LOCA'IE CON]TIOL JOINTS ALONG COLUMN GNIDUNES.
6, CONCRETE COVERAGE FOF REINFORCING SIEEL (ACI 31&95):. CONCRETE CAST AGAINST ANo PERI\TANENILY EGOSED TO EAFTHT 3". coNcRETE EXPOSED TO EARTH OB WEAIHEFI
. #6 BAR THFOUGH #18 BAFI| Z. #5 BAR, W31 OB D31 WRE. AND SMALLER:1 1lZ
3. FASTENERS USED BELOW GRADE TO ATTACH PLYWOOD TO]HE EXTEBIOR
SIDE OF EXTEBIOR.BASEI\,I€NT OR CRAWLSPACE WALL STUDS, OR FAS]ENEFS
USED IN KNEE WALL CONS.rRUCTION, SHALL BE OF TYPE 3O4 OR 316 STA'NLESS
SIEEL. FASTENERS USED ABOVE GRADE TO ATTACH PLYWOOO AND AIL
LUMBER-TO.LUI,/BER FASIENEFS EXCEPT I}IOSE USEO IN KTIEE WATI
CONSTRUCTION SHATL BE OF TYPE 3M OR 316 STAINLTSS SIEEI- SIUCON
BRONZE, COPPER, HOT.DIPPEO GALVANIZEO (ZNC COAIED) SIEEL I.IAILS, OR
HOT.TUMBI-ED CAALVANI2ED (ZNC COA'TED) SIEEL MILS, ELECTBOGALVANIZED
SIEEL NAILS AND GAVANIED (ZINC COA'IED) S1EEL STAPGS SHALL NOT BE
PERMITTED.
4, ALL LUMBEF AND PLYWOOD SHA|.I 8E 'IFEATED IN ACCORDANCE W]H AWPA
C22. AND SHALL BEAR IHE I-ABEL OF AN ACCREDI1ED AGENCY Sl'lO\,vlNG 0.@
RETENTION. WHERE LUMBER AND/OR PLYWOOD IS CUT OF DRILLED AF]EF
TREAIT\,IENT, 'lHE TBEAIED SUFFACE SHALL BE FIELO TREATED wlTH @PPER
NAPIHENA]E,'IHE CONCENTM]iON OF WHICH SHALL CONTAJN A MINIMUM OF 2
PERCENT COPPER METAL, BY REPEA'IED SRUSHING, DIPPING OR SOAKING UNTIL
THE WOOD ABSORBS NO MOFE PRESERVANVE,
5, FOLLOWALL RECOMMENDATIONS FROM THE GEOIECI-INICAL ENGINEEB FOF
FOUNDATION DRAJNAGE
6. REFERENCE SECT]ON F404.2 OF IRC 2OO3 FO8INFORMAIION AND
RECOMMENDAIIONS BEYOND 1HOSE USIED HERE.
qEASE9!]EEUENE
1. CHECK A[ DIMENSTONS ACTAINST ArcHIECruRA- DRAWINGS PEOR TO
CONSTNUCTION- DO NOT SCALE DRAWNGS. CONTrcT €NGINEER IF
OISCREPA}.]CIES IN DIMENSIONS ARE DISCO\€REO.
2. THE STFUCruFAL DRAWINGS DESCRIBE]HE COMPLE'IED S]FUCIURE.
THESE DMWNGS HA\E BEEN PREPAFED FOR THE USE OF A OUALIFIED
CONTFrcTOR W]H EXPERIENCE IN IHE CONSTRUCTION SYS'TEMS A}.ID
TECHNIOUES DESCFIBED. THE @NTFACTOR SHAI-L PROVDE ADEQUA]E
SHORING At.]O BMCING IN THE PFOPER SEOUENCE. AS MAY BE REOUIFED TO
ACHIEVE THE FINAL COMPLE'IED STRUCTURE THE SEOUENCE OF
CONSTRUCTION IS THE RESPONSIBILITY OF lHE CONTFACTOR. CONSULTWTH
THE ENGINEER FOR SHOFING DESIGN AND RECOMMENDANONS (NOTIN
CoNTRACT).
3. THE CONTRACTOB IS SESPONSIBLE FOR THE MEANS. I,IETHODS SEOUENCES
AND PROCEDUBES FOB CONSTFIUCIION OF1HIS PROJECT. NOTIFY
STRUCTURAL ENGINEER OF ERFORS OR OMISSIONS IN THE CONSTFUCTION
DOCUMENTS IMMEDIA'TELY. DO NOT PROCEED UNTIL ERRORS OR OMISSIONS
ARE RESOL\ED. COORDINATE REOUIREMENTS FOR ALL PENETFANONS
I}IROUGII S'IFUCTURAL MEMBERS WTH SIFUC'IUFAL ENGINEEB. JOBSIIE
SAFETY IS lHE SOLE FIESPONSIBILIry OF]HE CONTRACTOF
4. OBSERVATION VISITS BY lHE SIFIUCTURAI- ENGINEER ARE FOR
DEIERMINA'IION OF GENEMI- COMPUANCE WITH lHE CONSTFUCNON
DOCUMENTS. IHIS OBSEFVATION VISIT IS NOT AN INSPECTION, lHE
Coi.IIBACTOR SHALL CONTACT THE ENGINEER AT IHE APPBOPBIAE NME TO
SCHEDULE THISV]SIT,
5- IF NEW CONSTRUCTION ADJOINS AA EXSNNG STBUCTURE THE
CONTFACTOB SHALL BE RESPONSIBLE FOR VEFIF/ING DIMENSIONS,
ELEVANONS AND ALL EXISTING CONDITIONS. UNDEFPINNING AND SHORING OF
EXISTING S]FUCTURES SHALL BE THE RESPONSIBIUTY OF]HE CONTPdCTOH.
CONSULTWTH THE ENGINEER FOR SHOFING OESIGN AND RECOMMENDANONS
(NOT rN CONIRACT).
6 WHILE EVERY EFFORT IS MADE TO PROVIOE A COMPLETE AND ACCURA]E SET
OF CONSIFUCTION DOCUMENTS, ERBOAS OR OMISSIONS MAY OCCUB.
FELEASE OF'IHESE DRAWINGS ANTICIPATES CONTINUED COOPERANO}.] A}.]D
COMMUNICATION BETWEEN THE CONInACTOR AFCHIIECT AND ENGINEER TO
PROVIDE THE BEST POSSIBTT SIFUCTUFE
. CONCRETE NOT EXPOSED TO WEATHEF NOF lN CONTACTWTH GFOJNo|
. a. SLABS, WAL|S AND JOTSTS (#11 BAF AND SMALI.ER):
. #14 AND NO 18 BARSI
, *11 BAR AND SI'ALLER:
. b. SEAMS AND COLUMNS:
. PRIMARY FEINFORCEMENT, IIES, STIBRUPS. SPIRALS:
11/7
3t4'
118
SIFUCTURAL WOOO FRAMING:
1 . ALL SIRUCTUML WOOO SMLL BE HE[,lFlR #2 TFEAIED LUMBER.
3. FOUNOATION PTATES OR SILLS SHALL AE BOLI€D OR ANCHORED TO]HE
FOUNDATION WITH NOT LESS THAN 1/Z DIAMETEF S]EEL BOLTS OR APPRCA,€D
ANCHORS BOLTS SHALL BE EMSEDDED AT EAST 7'INTO CONCRE]E OB
MASONRY, AND SPACED NOT I\4ORE]}IAN 16'APAFT, A PBOPERLY SIZED NUT
ANO WASHEB SHALL BE TIGHTENED ON EACH BOLT TO lHE PLA'IE
4 BEFEF TO THE 2OO3IBCTABLE 2304 9,1 FOR MINIMUM FASTENING SCHEDUG.
ACOPYOFTHIS TABLE CAN BE PROVIDED UPON REOUEST,
@!-w99S.EE!q{_9FLAIE
1 AtI WAIS SHALL BE 2 x 6 STUD CONSTFUCTION lN ACCOBDANCE WTH THE
REOUIFEMENTS OF THE AMERICAN I /OOD PBESERVERS ASSOCIANON (AWPA).
ALL MATERIA,IS SI-IALL FOLLOW BEOUIREMENTS AS STAIED IN SECNON R4O2 OF
tRc 2003.
2, EX'IERIOR PLYWOOD SHEA1HING SHALL BE APA FATED PLYI.^/OOD WITH IHE
THIO(NESS AND IDENNFICATION INDEX AS NO1ED ON PLAN. PLYWOOO SHAI.!
BE PFESSTJRE INEATED ACCOFDING TO AWPA STANDAFDS. PLYWOOD SHAI.L BE
IIISTAI.IED WI?H JOINTS STAGGERED AND FACE GRAIN HORIZONTAL
REL'-'i'u'"t
JUL I d Zu",
60.{ - o(8?
Town of Vail
OFFICECOPY
Pri970.949.710
FAx970.949.33
lulions. inc
IIGIN€ERII{G
PROJECT 4160 A GREENVILLE COURT
JOB NO. 0607-04
SHEET NO. SP1 OF 5
CALCULATED By TFA DATE 07/22/04
tt'-
il-- - - ---HEmovE Frsrc.wooDAND ----\
i, I coNcRETE EXTERIoR WALL \rr - - \
rl i \/
- - -r-it t vERlFyEXrsrNGcoNDrroN&coNrAcT )Jn- [l-l -_1 I I Til ettctrueenro-nnElNnoncelrrerrrrnr.ro- rl | | | | | |ilj coNNEcToNREcoMMENDAToNS lltl I I I | | I I I
iI;T - r,r -l
I,
rl r- _f1_
EXSTG. GAMGE
DOOR HEADER
LILLI-
EXSf STING FRAMING PLAN scALE: 1/4,, : j,-o
PLAN NOTES:
1. NEW CONSTRUCTTON |NDICATED (- ), EX|ST|NG CONSTRUCTTON |ND|CATED (- - -)
2. DO NOTSCALE DRAWINGS.
_l __1 _t _tl
JOB NO. 0607-04
SHEET NO. SP2 OF 5
CALCULATE9 sy TFA sg16 07/22/04
114" : 1'-0
Pfl 970.949.71
FA{970.949.33
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NGtil€€Rln0
EXSTG. CONC. FOUNDATION
WALL & FOOTING
NEW 4" CONCBETE SLAB ON 4"
GRAVEL BASE ON UNDISTURBED
GRADE OR COMPACTED
STRUCTURAL FILL PER SOILS
ENGINEER. REINFORCE SLAB
WITH 6x6-W1.4xW1.4 WELDED
WIBE FABRIC.
SAW CUT EXSTG.
WALL TO 102-2
4fue
0/ERtF0
EXSTG.
STEP IN FTG,
IL
L-_
l-1
TOF : 98',-0
(vEBrP4
(4)-#5 DWLS. x 2'-0 EPOXIED lN
314"Q x 4" HOLES DRILLED lN
EXSTG. CONC. WALL, TYP.
(roP & BOr.)
TOW = 10216
FOUNDATION PLAN SCALE: 114" :1'-0
PLAN NOTES:
1, NEW CONSTRUCTTON |ND|CATED (--), EX|ST|NG CONSTRUCTTON TNDTCATED (, ---).
2. DO NOT SCALE DRAWINGS. VERIF/ ALL DIMENSIONS W ARCHITECT
TOW = 11512
TO NEW SLAB
(MATCH EXSTG.)
PROJECT 4160 A GREENVILLE COURT
JOB NO. 0607-04
SHEET NO. sD1
CALCULATED BY TFA DATE 07122104
314'- 1'_0
AvoN.co 81
PH 97 0.94 9.71
FAx970.949.337
lutions. inc
EXSTG. FLooR & DECK
'YSTEM
-/ l!)
EXSTG, EXTERIOR WALL
EXSTG. 5 1/8 x 15 G.L,
FINISH PER CONTBACTOR
1/2"@ x 10" A.B.'s lN
coNT. TRTD. t@ 16'
2'RIGID INSULATION
PERIMETER DRAIN PER
GEOTECHNICAL ENG.
NEWTRTD.2x6 STUDS @ 16'W1/2"TRTD.
PL\'\ilD. SHEATHING. REF. GENERAL NOTES
FOR WOOD FOUNDATION REQUIREMENTS
#4DwL." *+@12' rl
NEW SLAB ON GRADE PER PLAN
TO SLAB (NEW
BOW (NE!t0
(2)-#5's CONT. HORIZ.
TOP & BOT.
4'VOID FORM CONT.
4160 A GREENVILLE COURT
JOB NO. 0607-04
SHEET NO. sD2
CALCULATEP 3Y TFA gglE O7/22/Oa
Jl4" :1'-0
P.o. sox 24
PH970.949.710
FAY 970.949.337
lulions. inc
--/
TGINEERIlIG
NEWTRTD.2x6 STUDS @ 16"W
1/2" TRTD. PLYWD. SHEATHING,
REF. GENEMLNOTES FOR
WOOD FOUNDATION
REOUIREMENTS
NEW SLAB ON GRADE PER PLAN
liZO x 10'A.B.'s lN
coNT. TFTD. t@ 16"
TO SLAB NEW
(MATCH EXSTG.)
ry
I
)-..-exsrc CONC. WALL
I'
(2)-#s DWLS x 9l--
EPOXTED IN
314"O x4" HOLE
IN EXSTG. FTG.
#4DWL.x *+@12', +l
(2)-#5's CONT. HORIZ.
roP & Bor.
(+)-+s DWLS. x tl_
TO NEW FIG.
2'-Ox2'-Ox1'-0
THICK FTG. W (3)-
#5's x 1'-6 EA. WAY
BOW (NEW)
4"VOID FORM CONT.
-t-,-t---_-Fl[=-F-:1b-
f5
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io
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