HomeMy WebLinkAboutB15-0409 t M � /�D
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11-24-2015 Inspection Request Reporting _ Page 46
4:15 �m_ __ --- --— - –---_�[a�,_GQ�ii�Qf_— ' ??
Requested Inspect Date: Wednesday November 25,2015
Site Address: 3011 BOOT�I FALLS RD VAIL
Side A
A/P/D Information
Activity: B15-0409 Type: COMBO Sub Type: ADUP Status: ISSUED
Const Type: Occupancy� Use: R-3 Insp Area:
Owner: MARSH, PATRICIA E.
Applicant: SAWATCH LAND CO INC Phone: 970-376-4124
Contractor: SAWATCH LAND CO INC Phone: 970-376-4124
Description: Deck Replacement
Notice: Paper-Scanned& Routed to G1 -SBELLM
Notice: l�his parcel is immediately adjacent to Town-owned stream tract lands. Please confirm that no improvements or
activities resulting in trespass,or other code violations,are present on the adjacent Town-owned stream tract
prior to the acceptance of an application for review. A permit or approval shall not be granted until the code
violation�s resolved. CGODFREY
Requested Inspection(s)
Item: 30 BLDG-Framing Requested Time: 09:30 AM
Requestor: Phone:
Comments: Steve 376-4124
Assigned To: S f�R Entered By: CGODFREY K
Action: �_ _ _ Time Exp: _
� _ --
Item: 90 BLDG-Final Requested Time: 10:30 AM
Requestor� Phone:
Comments: Steve 376 124
Assigned To� S R Entered By: CGODFREY K
Action: _._ ____ _ Time Exp:
�� ZSI�
Inspection Historv �
Item: 10 BLDG-FOOTING "Approv d"
11/04/15 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 20 BLDG-Foundation/Steel "Approved"
11/04/15 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing
Item: 90 BLDG-Final
REPT131 Run Id: 15025
STRUCTURAL SPECIFICATIONS
I► Alt cast in place conceetc must he made with Ponland cement and attain mini- 5) f..ive loads used f'ur design-
mum compn;ssive strength of 3(�0 psi aller 38 da��s(minimum compressi�e -Root=30 psf snow.
strength of'40W psi attcr 28 da��s for concrete used in slabs). bcsien bascd upon -f�loor-SU psl�residential.
Bl�l!_DING CUDF�KI:(jU[I2GMCNTS FOR RGINI'URCE:U CC)PiCR[iI�G(ACI -Deok-10(1 pst.
31 tc),301 f. Concre�e placement to conf'orm with"Cnnstniction Rcquircments"as -W ind-I 1 S mph(3 s��ond gust),(�ceupancy C'ategory 11,C:xposure 13.
ra�c must bc ro��i c �ont � °-! - 3C.
•tin�d in ACI 31 S. AI1 concrete slabs on d d� n I seured -Garth ual.� one C Il
d� � S p ( 4
or cut)in acewdanec with soils rcport. All ex�ised edges of concrete shall ha�e 6) :111 canstruction must comply�vith the 2U12 Internatii7nal l3uilding Codc a�
!fz"chaml'cr. Cuncrete worlc shall no[have any horizontal cold joints unicss au- aJopted by the l�o���n af Vail[3uildin�Depanment and the"General C'onditi�ns ol
thorir,cd by thc engineer. Uia Contract 1'or C'onslruction"(AIA Lk�ceiment n201). All conswetion n-,ust tk
21 Rcinforcin�stecl is AS"f�t Grade 40 lor:4 or�5 bars. Rcin1'orc4ntcnt nlacement complcted�vithin thc toterances Jescribed in the'"Rrsid�ntial Consinictiun Per-
shall rc�nfomi to MANUAL()t�S1:ANDAKI]PItAC IIC�<20t7I as�rcpared b�^ ibmennec(;uiciclines"as prcparcd by thc NA Il()NAL ASSCK IATi�N OY�
CKSL All lap sptic�:s to bc minimum 36 bar diamrtcrs,aIl horizontal ruinforce- Ht)Mt�13l�ILDI:.RS.
ment to 6e contioi�aus around comcrs and at�sall in[crsections. Ati�timum rein- 7► AII beams,joists,and ratiers are to bear upnn walls or beams,i�r be hun��tith
forcemcnt protection- SI\1PSON Strong-I�ie l�angers ar appro��cd cyua(s.
-concrctc pounrd against ranh 3" 8) AI1 structural memhcis arc shown in thcir final positions propK:rly braccd a�d sup-
-cunerctc poured in tnrms 2" ported:during consirucuon it may b�necessaq�to tcmpnr.�rily shore ponions of
-concrttc slahs 1" Uie stivcti�rc�ahik other parCions are bcing canstructed. Contact the en�ineer for
3! r1ll lumlkr shall tu Duue-I ir�2 S�S or betur,all wolmanizcd lumbec shalt he consoltation as rcyuircd.
Hem-Fir#?S4S or lxtter(all►umtxr within 1 ti"��f tinish gradc or in cuntict�vith 9) (ienera)Contractor is responsible for:�II non-s�:cificd conncctions,cantace cngi-
cnncrcte Enust bc wolmanizcd). Pr�»�ide solid blocking at 8'-0"on ccnter in all nccr for dctails as requiecJ. flie en�incer i5 to appru�c all structural substitutions.
diaphragnts. All colunms to hc continuoi�s txaring to InuEidatian. IOIGencral C'ontractar is Eo coordinatc all diaphragm pcnctrauons�i.c.,chimne}�s.
J) Stnictura(stecl shalf t+e AS7'R�A36 c�r betier,anchor bolts and bolts shall be plumbing,srwers,ttc.}through Iloors,wa11s,mot's and Caundation�aalls u itli ap-
A307 or bet[er. All structural steef is to he dctailed,fabricated,painted and propriaie sub-contracton. Gcncral Contractur is rcs��nsiblc ti�r the m�ans,mcth-
erected in a�eardance with AISC S I EGL CC)NS�IRI-C"I'I(7�MANUAL,2(}f)5 uds,techn�quts,seyuenc��,pre�cedures,��urkmanship,seasonal schedutin�,and
and COI)E Of'S I°ANbAKD I'R.1C ftCE. All wel�img tn be performed by a ccr- ,jab-site saf'cty associated with ttiis projccL I hc(icneral Cnntractor is to vcril'y all
tiiied w�lder aod conlonn to AISC and A4VS S"I RIiC'fCiRAL WI�L[)ING dimensions and cicv�jtians���ith the arehitectural drawings. Notit'v cngine�r ai all
CC)UE:.2CN�,all electrodes to Lk t;li-70�?t. contlicts and omissions lxtwecn various cicmcnts oi'thc wrorking dra�ving.<,and
thc cxisting conditions prior to commcncine ti�ith that��rtion«f dtc paijccl.
C;en�.val Contractnr is to inspcct rcmod�l proj��:ts and vcrity priur usc and�xr���:r
disposal ol'cxisting matcrials(i.e.,asbcstas,ctc.)as rcquimd hy codc.
I I)All nlaterials exp�+srd to extcrior and or moisturc conditions shall bc trcated fi�r
thcsc canditions(i.c.,chcmical trcatmcnt,staining,painting,damprooti�rg,mcm-
branes,tlnshing,etc.)as rcquir��t!by cG�de. �11I materials to ba tr�;ated or protectod
for firc resistancc as r�uircd by eod�.
2x4 TOP AND
BOTTOM RAIL
2x6 REDWOOD
DECKING w/2-
SCREWS PER
BEARING POINT
2x6 RAIL CAP
2x2 PICKETS @
5 1/2"o.c.
4x4 NEWEL
POST PER PLAN
w/2- 1/2" D IA.
M.B. THRU RIM
TREATED 2x8 TREATED 2x8
JOISTS PER RIM PER PLAN
PLAN
GUARDRAIL DETAIL
3/4" = 1'-0"
AYCGL31/8x3or
AYCGL51/8x6 �
COLUMN PER PLAN
2 PC. 1/4""T"PLATE � 12„
ASSEMBLY w/2-3/4" DIA. M.B. I
THRU 6x6 COLUMN AND 2-#5 L2"
DOWELS WELDED TO
BOTTOM OF 1/4" BEARING
PLATE (2 TYPICAL)
#5 DOWEL DRILLED
6" INTO EXISTING
AND GLUED w/ —
EPDXY
PIER CAP
TREATED 2x8 LEDGER w/5/8"
DIA.x 4"LAG BOLTS @ 16"o.c.
INTO SOLID BLOCKING
� #3 COLUMN
TIES
2��
3„
3
. , _
2" °P
�„ ��„ ���
1'-0"
3/4"= 1'-0"
;.�VIE1/V��
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fy '4
�t�: ____ �p .
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EXISTING PAD/
PIER TO REMAIN -
CLEAN TOP OF
PIER AS REQ'D.
��/5
..
EXIS�. HEADER TO REMAIN
TYPICAL + ■ . �
n n n n n n �
TREATED � 2 SCR D S PE W� C���
2 x 8 RIM `��, BEARI POI T I \�.��� P�
��v Q,�. REA ED 2 x 16"o c. • k,+ ���
D�+� Q\G r ' ��
�� � A CGL /8x9or r
o� � AYC L518x7 /2 + �
5/8"DIA.x 10"L4G -}.�
BOLT THRU BEAM ��.�� \�+�0 q_ ,_ ,_ +
INTO COLUMN P�GGGG y'� `o- TREATED 2 x 8 RIM
Q-'� EDGE OF
CANTILEVER
�
I,
�illi�
.-
EXISTING PAD/PIER
TO REMAIN
DECK FRAMING PLAN
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S� OF 1
NOTE: TH/S PERMIT MUST BE POSTED ON JOBS/TE AT ALL TIMES
, j.
lUR1�UL YIliL..•�
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B15-0409
Project #: PRJ15-0613
Job Address: 3011 BOOTH FALLS RD VAIL Applied.....: 10/15/2015
Location......: Side A Issued. . . : 10/27/2015
Parcel No....: 210102303011
OWNER MARSH, PATRICIA E. 10/15/2015
312 SEVERN AVE E107
ANNAPOLIS, MD
0
APPLICANT SAWATCH LAND CO INC 10/15/2015 Phone: 970-376-4124
STEPHEN T. CROKE
� PO BOX 5355
VAIL
CO 81658
License: C000003572
CONTRACTOR SAWATCH LAND CO INC 10/15/2015 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
I VAIL
CO 81658
License: C000003572
Description:
Deck Replacement
Occupancy: R-3 Type Construction: VB Valuation: $3,000.00
.....................................................�...,..,..,._�.....,........ FEE SUMMARY ..........,..,.,.....,..,...,.........,,..................................,....
Building Permit-----------> $83.25 Bldg Plan Check----------> $54.11 Use Tax Fee-----------------------> $0.00
Electrical Permit---------> $0.00 Elec Plan Check-----------> $0.00 Restuarant Plan Review-------->
Mechanical Permit------> $0.00 Mech Plan Check---------> $0.00
Plumbin Permit--------> $0.00 Additional Fees--------------------> $0.00
g $0.00 Pimb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $5.00
TOTAL PERMIT FEES--------------> $142.36
Payments------------------------------a $142.36
BALANCE DUE------------------------> $0.00
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DECLARATIONS
I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and
other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149
OR AT OUR OFFICE FROM 8:00 AM -4:00 PM.
combination permit_012811
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CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
�
Permit#: B15-0409 Address: 3011 BOOTH FALLS RD VAIL
Owner: MARSH, PATRICIA E. Location: Side
A
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combination permit_012811
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�**,,.«*.**.*..**....***.*******.****«******«**�**�******.�**�.****************.**.******«.**.*....�.**********.*.*.**********.«x,,,�.««.****.******„***
REQUIRED INSPECTIONS AND STATUSES
�
Permit#: 615-0409 Address: 3011 BOOTH FALLS RD VAIL
Owner: MARSH, PATRICIA E. Location: Side
A
.�***.,,,.......�.,,.****.**.***..**,*�*****.,.****.*.**.,*,**.******.*.*.*.*..*.*.****«,�****..*�*.,*******.,*„*.,***..*.*...*...,....,.*.*�.*...*..*.**.*...*
Item: 00010 BLDG-FOOTING
Item: 00020 BLDG-Foundation/Steel
Item: 00030 BLDG-Framing
item: 00090 BLDG-Final
combination permit_012811
a
Department of Community Development
75 South Frontage Road
TOWN �F VAIt` va�i, co s�ss�
Tel: 970-479-2139
www.vailgov.com
BUILDING PERMIT APPLICATION
(Separate applications are required for alarm &sprinkler)
Pro�;Street Address: � �� ��� Project#: 1" ��S,S� 1�4��
�� cc S —�
�(Number) (Street) (Suite DRB#: _ t����j(7��9��i
,' Building/Complex Name: �
Buiiding Permit#: �`5 -D�f���
Contractor Information � � Lot#: Block# Subdivision:
Business Name: -------- ------ --- -------
Business Address
�� �� Work Class: New( ) Addition( ) Alteration(�
�/ .,. , . ..,
CitY � State:��Zip:�' (�p �1'YPe of Buiiding: .
��� ^".��.p Single-Family( ) Duplex(� Multi-Family( }
�Contact Name: � ( �v L ' Commercial( ) Other( )
!Contact Phone: � Z --- _�—— --__— --___._____
Contact E-Mail: 'Work Type: Interior O Exterior(bQ Both O �
I " �____-_ _______... __._.�._s. ._..__.,._ _.....__.____ �_._.__ _ ._._._. ....�_.._.____.__
. _.. _
I hereby acknowledge that I have read this application,filled out , Valuation of
in full the information required,completed an accurate plot plan, ' Work Included Plans Included Work
' and state that all the information as required is correct. I agree to Electrical OYes ONo OYes ONo
comply with the information and plot plan,to comply with all Town
ordinances and state I oi1�t#is structure according to ,Mechanical OYes ONo OYes ONo
the town's zoni subd' 'sion codes, design review ap- ,
' proved, Inte on uil ' g and idential Codes and other 'Plumbing OYes ONo OYes ONo G
ordinances o e wn plica I ereto.
; Building (�Yes ( )No (�Yes ( )No ��
__... _.._... _ .._ . ...._.. � _ .. . ......... ___... �. ..._._. .�...
'�X Value of all work being performed: $ �� -�
Owner/O ner Re resentative Signature(Required) ;(value based on IBC 5ection 109.3&IRC Section 108.3� �
'I Electrical Square Footage �
__ .. _. __ ___ _. :
Applicant Information , Detailed Scope a Location of Work:
�Applicant Name: �
'Applicant Phone: �� G���liv1� '
� 1 � � �
!Applicant E-Mail:
i
' Project Information /,�
Owner Name: � � ���
Parcel#:��'�2������/
(For Parcel#,contact Eagle County Assessors Office at(970-328-8640 or visit
www.eaglecou nty.us/patie)
_____. ____.___ _� __ _,.,_....... .... _
' (use additional sheet if necessa
__ � _� � I.l V ls _ _.
For Of�ice Use Only: Date Received D
Fee Paid:
Received From: ir;�; 1 � 2015
Cash Check#
i
CC: Visa/MC Last 4 CC# exp date:
Auth # ��W� d�' ���� �
2014-0901