HomeMy WebLinkAboutB09-0178 E09-0141 M09-0268NOTi�: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
. ,
.
�owxo�vnu� '
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT Permit #: 609-0178
Job Address: 4247 COLUMBINE DR VAIL
Location......: UNIT A/17, BIGHORN TERRACE
Parcel No....: 210112214017
OWNER SHERR, HOWARD P. & VIRGINIA 07/24/2009
210 SUMMIT BLVD
ENGLEWOOD
CO 80110
APPLICANT BETTER HOME IMPROVERS
2695 SOUTH FRONTAGE ROAD W.
VAIL
CO 81657
License: 120-B
CONTRACTOR BETfER HOME IMPROVERS
2695 SOUTH FRONTAGE ROAD W.
VAIL
CO 81657
License: 120-B
Description:
ADDITION OF GRFA
Occupancy: IRC
Type Construction:IRC
07/24/2009 Phone:970-476-4712
07/24/2009 Phone: 970-476-4712
Project #:
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
Valuation:
Total Sq Ft Added:
PRJ08-0037
ISSUED
07/24/2009
08/05/2009
02/01 /2010
$15,875.00
192
♦4414#ti`i`krtRRRiR+tfltifft�flRif4Y'#YYrf#f4iff//rYiFrt�F'44f�RYYf'f'f`Rk4/*'4t#fWtRtrfMfVlrklkY##RY FEE SUMMARY ••««.,: ......................................................�..,.,,.,.........
Building Permit Fee------> $265.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $693.56
Plan Check--------------------> $172.41 Use Tax Fee---------------------> $117.50 Additional Fees-----------------------> $75.00
Add'1 Plan Check Hours-> $0.00 Restuarant Plan Review----> $0.00 TOTAL PERMIT FEES-------------> E768.56
Investigation-----------------> $0.00 Recreation Fee-----------------> $134.40
Payments---------°--------------------> 3768.56
Total Calculated Fees--------> $693.56 BALANCE DUE------------------------> a0.00
.................�..�,............,.,....,,.................,.,....,.........,.:.............,,..:...,,».,,.....:.,..:.......,,,,._..,,...............__........_.....,.......x,.=.......,...
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 all the information
as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR I SPECTI N SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:00
�`�- �°7
Signature of Owner or Contractor Date
l�ic �'/�J �, �er/' � N t
Print Name
bld_alt_construction_perm it_041908
x���:rw►:�x��xx���xx>ww��►:�:wxx�:xr���:xxwr�w::iww��:�rrw�*���wx�+t�rww����tw��ww:::�xwxw��xi�xx::r::xw�►txtw+w�:::s,�-.rr�:��:i��r���:fx���:►::wrwr+�:��xww�►�::t�ww►ri:►iixwwr►::t+rw
� ' APPROVALS
Perr�it #: 609-0178 as of 08-05-2009 Status: ISSUED
xvw�x:►w���fo���frxx��*xwr.*�f.*:wv.:�xwfww�:::xe���rr�rv.�xrr*w���:�*w�n�:�xr��w����►�rx�r+►:xr.�t:�►►rt�rexww�t::*�wwt::::xrw��:+rtr�w�xt�*►wwrx�t*ffw�x��t�,r+ww,rit++rfrxw+r�t,rr+rw�xt��+�xw•
Item: 05100 BUILDING DEPARTMENT
08/04/2009 cg Action: AP
Item: 05400 PLANNING DEPARTMENT
07/27/2009 bgibson Action: AP plans routed to A-1
Item: 05600 FIRE DEPARTMENT
07/27/2009 drhoades Action: AP
x�x�,.,r��:w:wxr�xx�w�t�:wxet�xrxrw��rrvx�r�xxirx���ee,.,e�3:��x,rx,�r,rrwrtw,r�r�xwek�r+,r»��,e��t.�v,v,�t���ie,ve��::��x�++�xi��xx::ex�+++xxx�xwxwxr:wwr,r��+�s.x,r��+�::x�wwr���tyn�,r�i��twww:��rxw
See the Conditions section of this Document for any that may apply.
bld_alt_construction_perm it_041908
#wR�xR}f�i4i�}k*k��*f�Yfitl�*w�fk��k�*##wwww�!#fi*#f�fYi��ktiwwwY�f�lk*#*�wtk�kii4w�wRR#4**4rtwwY�tlf*k#wfYf���kk*R�w��#f**ffYf���*�wwYfRf#/*wwYft*i�*�fYffl�*�wYRRl�/wfY*f*4/i4ffwifi
' CONDITIONS OF APPROVAL
Per�iit#: B09-0178 as of 08-05-2009 Status: ISSUED
...:...«..........:: ......................;...................:...«.....:.::......................«......................+........+..._..,........:..«.................._............
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE
COMPLIANCE.
Cond: 16
(BLDG.): (SFR) SMOKE DETECTORS ARE REQUIRED PER SECTION
R313 OF THE 2003 IRC.
Cond: 39
(BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED
TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE
2003 IBC.
bld_alt_construction_perm it_041908
*******�*****************�*�************************�*********�******�*******�*��***********
TOWN OF VAIL, COLORADO Statement
**********�*+**********�******************��*****�****�*�**�********�*******************�***
Statement Number: R090000972 Amount: $768.56 08/05/200909:49 AM
Payment Method: Check Init: JLE
Notation: 5955 better
home improvers
-----------------------------------------------------
Permit No: B09-0178 Type: ADD/ALT SFR BUILD PERMIT
Parcel No: 2101-122-1401-7
Site Address: 4247 COLUMBINE DR VAIL
Location: UNIT A/17, BIGHORN TERRACE
Total Fees: $768.56
This Payment: $768.56 Total ALL Pmts: $768.56
Balance: $0.00
**********�*******�**�******�**************�*************************************�****�*****
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
----- ------------------------------ ------------
BP 00100003111100 BUILDING PERMIT FEES 265.25
CL 00100003123000 CONTRACTOR LICENSES 75.00
PF 00100003112300 PLAN CHECK FEES 172.41
RF 11100003112700 RECREATION FEES 134.40
UT 11000003106000 USE TAX 4� 117.50
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
--------------------------------------------------------
04-18-2012 Inspection Request Reporting Page 6
4:27 am Vail,s[� Gitv Of
Requested Inspect Date: Thursday, April 19, 2012
Inspection Area: JRM
Site Address: 4257 COLUMBINE DR VAIL
UNIT A/17, BIGHORN TERRACE
A/P/D Information
Activity: B09-0178 Type: A-BUILD Sub Type: ASFR Status: ISSUED
Const Type: Occupanc� y: Use: IRC Insp Area: JRM
Owner: SHERR, HOWARD P. & VIRGINIA C.
Contractor: BETTER HOME IMPROVERS Phone: 970-476-4712
Description: ADDITION OF GRFA
Repuested Inspection(s)
Item: 90 BLDG-Final Requested Time: 03:00 PM
Requestor: Phone:
Comments: follow up
Assigned To: JMONDRAGON Entered By: JMONDRAGON K
Action: Time Ex� p:
Comment: ,� �� ��������� �� PARTMENT FINAL�ZEi�UTRED, EXTERIOR NOT DONE, PAINTED
Comment: pending
� P'-°
Inspection Historv
Item:
Item:
Item:
Item:
Item:
Item:
Item:
`� 19 � 2
�DE PER IRC AND HARDIEBOARD
E AWAY FROM FOUNDATION
22 PLAN-ILC FRAMING
30 BLDG-Framing *" Approved **
08/07/09 Inspector: JRM Action: PA PARTIAL APPROVAL
Comment: PARTIAL FRAMING SUBFLOOR FLITCH BEAM ONLY
09/10/09 Inspector: BW Action: AP APPROVED
Comment:
50 BLDG-Insulation *" A�pproved **
09/14/09 Inspector: NSC Action: AP APPROVED
Comment: insulation ok (chink windows�
60 BLDG-Sheetrock Nail ** Approved *
09/17/09 Inspector: BW Action: AP APPROVED
Comment:
70 BLDG-Misc.
542 PLAN-FINAL ** Approved "`
08/04/10 Inspector: bgibson Action: AP APPROVED
Comment:
90 BLDG-Final *" Approved "`
04/01/10 Insp ector: c�g Action: CR CORRECTION REQUIRED
Comment: 1 PLANNING"DEPARTMENT FINAL REQUIRED, EXTERIOR NOT DONE, PAINTED
23 PLANNING ILC REQUIRED
3) MAINTAIN 6" CLEARANCE FROM NEW SIDING TO GRADE PER IRC AND HARDIEBOARD
INSTALLATION MANUAL. SLOPE GRADE FOR DRAINAGE AWAY FROM FOUNDATION
4) ADD SMOKE DETECTOR ON MAIN LEVEL
06/08/10 Inspector: Martin Action: COND APPROVED/CONDITIONS
Comment: pending planning approval
REPT131 Run Id: 14376
�
�
BUILDING PERMIT APPLICATION
Separate permits are required for electrical, plumbing, mechanical, fireplace, etc.
Project Street Address: , -
�1�— � 6ru-tk�rn� ��i«� �
(Number) (Street) (Suite #)
Building/Complex Name:
Contractor Information:
Company: ����e� �on�, �` �oray ,��
Company Address: 02 G 9r C. �,s�„��,.� e=}�-�, ��/.
City: j�a � i State: �� Zip: �/� ti—�
Office Use:
Project #: � `�'�Q C7 � � G " +
DRB #: � 1f� �VIJO � L—�
Building Permit #: �V-l'�� � �
Detailed Description of Work: ����o,-� "� Gc�-
-CX�J�,rta, jj�C�rnp.�n
ContactName: G�oS ,��P✓N �,E,.-�-} �
ContaCt Phone: °I 7� �-7 (, ��j R C./ (use additional sheet if necessary)
E-Mail C L�,� c� rr� � o_�...���ta �� I• � orv� �_...�..�
Work Class:
Town of Vail Contractor Registration No.: /ZOc3 New () Addition (� Remodel () Repair () Other ()
X ' Work Type V�
Contractor Signa ure (required) Interior O Exterior O Both (d)
Property Information � Type of Building:
Parcel #: Z/ �//7�Z.,� y 0�� ' Single-Family (� Duplex () Multi-Family ()
(For parcel #, conta EactT gle County Assessors Office at 970-328-8640 or � Commercial Other
visit www.eaglecounty.us/patie) � ) � )
y �
Lot #: Block # Subdivision: Does a Fire Alarm Exist? Yes () No ( r�
Tenant Name: � Monitored Alarm? Yes () No (�
J � Does a Sprinkler System Exist? Yes () No ( tX
Owner Name: .� w �� C,,.-� � �-� rw�/ ��z �C,« �,..�.�„ �,.�,..� ...�.�,.. �.
�#& Type of Existing Fireplaces: Gas Appliances ()
�,�.��,�. ..�. „m.�,...,..�..�..�.���. $
� Gas Log ( ) Wood/Pellet ( ) Wood Burning ( �
Valuations (Labor & Material))
Building: $_� � 2..0 0
Plumbing: $
Electrical: $ /, � 7�
Mechanical: $
Total: $ � 5 p % j'
.,
#& Type of Proposed Fireplaces: Gas Appliances ()
Gas Log () Wood/Pellet () Wood Burning ()
Date Received:
I�C�I�OMC�
�
JI�L 2 4 2009
TQWN OF VAIL o,.._ �
�
�RT N0:
QATE RECEtVED:
DATE REQUIRED:
SUB,lEC'i-;
s�4as
July 13,
�o�-a I� g
WESTERN ANALYTlCAL LABURAT(3RY, Inc.
� ���oe��
JUL 2 41009
` TOWN OF VAIL
Ju(y 14, 2t)09
MIETHQDOLO�Y:
Page 1 of 1
iOwn of Vail
. � �Y
2 �oad�l
est
Vai1, CO 81657
REFERENC�: 4257 Co►utnb�ne prive
Polarized Light Microscopy Analysis for Asbestos; 2 samptes
"Methai far the Determination of qst�estos �n Bulk Suitding Materials"
{EPA 60p/R-93/1 f 6j'
ACCREDITED: Nationa! institute of Standarcls and Technaia
gy (NVLAP) # 204037
sannPU� � sAnRr� cocanoN v�su�u. Ase�snr�nn
�� Al1� DESCWPTIp1y QTHB� I�ROUS
NNIVERALS MATERiAt,,�
4257-A Columbine Dr. White granular/ Nor�e petected C�lutose 10%
Ceiling {���
07 8rown filxous
r 4257-A C�umbine Dr. White granufar! 1Vone De�ted
�2 East Walf ��S
&own �brous
�� Non-friable
t: Trace > 1%= greatar than 1% < 1= Iess than 1°Yo
Opticai Microscopist
Cellulose 10�0
t `�`'ti,w
Mike Matadzhikyan, Laborat
NON-RBROUS
MA7'�RIAI.S
Granular Minerals
Gypsum
Granular Minerafs
Gypsum
This r+�ort anly appiies to the sampie(s) tested. SuPppning labo►etory docwnerttation is avaifebte u
f ��� aPP�er} bV Westem Analytical. The clierrt is sole re pO^ ��. This report must nat be reproduced except in
�tical. This report must not be used by ihe c1ieM to clsim �sible for the use andinterpretatan of test iesults and repores requested from Western
product endorsement by NVIAP a any o#her agency af the U.S. Covarnment.
7Z734 �r�ford 3t. ,#19. Arkta, CA 91331 •(818) 899-0949 pfwne •(818j 895-0399 fax
. 1�0�-0�� `�
.
. ,,. .
D
�c�c�o��
�,,, Town of Vail JUL 2 4 1009
FF �QPY
N 36°35�40��w TOWN OF�AN�T �
4e5' \
\ \
�2 __-_-------- INCLUDED PARCEL DESCRII
UN i T �C7 POLICY N0 AZ383776
� .�.
�
s�, "'6'
CENTER OF °
PARTYWAL.L � �S-
OUTLINE OF
WEST HALF OF DUPLEX � �"�� �O ;
`l,`� � o �^� : '� �L
5 a� ,� �� /s`� .
\ �
s�, �° r'6.
\ , � � /�
O
t�, 1
�c. G � u'
� ,B `p p�' �ro ,�� , � Q,
� ��' ,t � , `(� �*5�0 rO Q �O .
\ �� • �--DUPLEX � �f'�L� �� OX "'--- EXCLUDED
�� � � � . 1 �
\ 2 OUTLINE
�'h� , � ,:�'�EX � � oiQ\� POLICY N(
.�p�
� O,t %p �- ADDITION V 6� p, ,y�,
\ !� � o � '� 2
h2 � Q`� �. �,h
� \ DECK �' �. `'' . �\'
\ Q
, /,
�� � � �°' U N I,� 7 �`����,� . a�,� °` �o �
4 85� (LEGAL ) � ��� DECK j' � � D� �
h �� ti
4 90� (CALC. i i�; � ADDITION �,i � 0 � ro° �O� i
., ,. \0. � �\ � �
�
c0 � �� J /' o, _N U N I T I 4
< <i , o PPROVEtY� `� N
� �
� a m�� ev � tfepartme�
/ (� Y '' ti► �p� �
�� � EASEMENT
tntematiatal Building Code et Reaidentia� 3
ode Val�dity of pemi�. The issuance or g ' g of a permit shaY
not b� catstn�ed b be e perm8 for, or an aPP , anY viola6on ot �t-
�n�r � the provisior�e of Mis code or of any othe n of the v
junadiction. Permits presumin to give authori to la ncel the
i ty
provisiona of th�s cbde or ther ordinances of the jurisdicti halt not be o
valid. The issuanoe of a it based on construction docume and �
other data shali notpreve iiding official from requiring the N
correction of errors in the co s ion documents and other data. �
building official is alao authorize�pr vent occupancy or use of a Z
atructure where in vi0lation of this � of any other ordinances of
this jurisdictio�.
PtA�NS EXAMINER: QATE: �
so ,
�., _ �
�,'i��c>v�
S �-e,�r�r- ✓`� � .
,� Z, S�� �� t �„�b � n � or � �, P�a ✓'
si�
€
�
.
� j ,
��'
Town of Vail
OFFICE
0
Generated by RESc ec P ckage Gen
Compliance Certificate
Project Titie: Sherr bedroom enlargement
Report Date: 07/23/Os
Energy Code: 2003 IECC
Location: Vail, Colorado
Construdion Type: Multifamily
Glazing Area Percentage: 12%
Heating Degree Days: 9248
G�'j� — p I'� g
�
;��u��—
JUL 2 4 2009 �
OF VAI
Construction Site: OwnedAgent: DesignedContractor:
4257 Columbine Drive Howard and Virginia Sherr Charles Bernhardt
Vail, Colorado 81657 4257 Columbine Drive M.B.A. Group Inc.
Pertnit Date: 7/23/2009 Vail, Colorado 81657 2695 South Frontage Road West
303-761-7450 Vail, Colorado 81657
howginsherr(c�comcast.net 970-476-4712
chasb com utervail.com
Ceiling: 38.0
�Wall: 19.0
Basement: 15.0
Wall height 8.0'
Depth below grade: 5.0'
Insulation depth: 8.0'
Window:
0.0
0.450
Door: 0.350
Floor: 19.0
Slab-on-Grade: 11.0
Insulation depth: 4.0'
Fumace: 80 AFUE
Complianoe 5tatement: The proposed building design described here is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building has been designed to meet the 2003 IECC requirements in the
REScheck Padcage Generator and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.
Name - Title Signature
_. __ ____ __ __ _ __ _ __._ __
Project Title. Sherr bedroom enlargement Report date: 07/23/09
Data filename: Page 1
Date
��
Date: 07/23/09
Generated by REScheck Package Generator
Inspection Checklist
Ceilings:
❑ Ceiling: R-38.0 cavity insulation
Comments:
Note: The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thidcness
over the plate lines of exterior walls, R-30 insulation may be substituted for R-38 insulation and R-38 insulation may be substituted for R-49
insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used).
Above-Grade Walls:
❑ Wall: R-19.0 cavity insulation
Comments:
Note: Wall requirements apply to wood-frame wall construdions. Metal-frame wall or mass (concrete, masonry, log) wall equivalent
R-values can be found in the Help Users Guide.
Basement Walls:
❑ Basement: 8.0' ht / 5.0' bg / 8.0' insul, R-15.0 cavity insulation
Comments:
Note: Walls of conditioned basements below uninsulated floors must be insulated from the top of the basement wall to a depth of 10 feet
below ground level or to the level of the basement floor, whichever is less. The entire opaque portion of any individual basement wall with
an average depth less than 50°k below grade must meet the same R-value requirement as above-grade walls. Basement doors must meet
the door-U-factor requirement.
� �ndows:
❑ Window: U-factor: 0.450
For windows without labeled U-factors, describe features:
#Panes Frame Type Thermal Break? Yes No
Comments:
Doors:
❑ Door: U-factor: 0.350
Commerrts: Front door exempt
Note: Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the
door U-fador table in the Help Users Guide. If a door contains glass and an aggregate U-fador rating for that door is not available, include
the glass area of the door with your windows and use the opaque door U-factor to determine compliance for the door. One door may be
exGuded from this requirement (i.e., may hav a U-factor greater than 0.35).
Floors:
❑ Floor: R-19.0 cavity insulation
Comments:
❑ Slab-on-Grade: 4.0' insulation depth, R-11.0 continuous insulation
Comments: Unheated 48 inch depth
Exterior insulation has a rigid, opaque, weather-resistant protective covering that covers the exposed (above-grade)
insulation and e�ends at least 6 in. below grade.
Note: The floor requirements apply to floors over unconditioned spaces (such as uncondRioned crawlspaces, basements or garages).
Floors over outside air must meet the ceiling requirements.
Note: Add an additional R-2 for heated slabs. The insulation must extend 1) down from the top of the slab, or 2) down from the top of the
slab to the bottom of the slab and then horizontally undemeath the slab, or 3) down from the top of the slab to the bottom of the slab and
then horizontally away from the slab, with pavement or at least 10 inches of soil covering the horizontal insulation.
Heating and Cooling Equipment:
❑ Fumace: : 80 AFUE or higher
Make and Model Number:
�Air Leakage:
❑ Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage are sealed.
Project Title: Sherr bedroom enlargement Report date: 07/23/09
Data filename: Page 2
❑; Recessed lights are 1) Type IC rated, or 2) instailed inside an appropriate air-tight assembly with a 0.5° clearance from
, comtiustible materials. If non-IC rated, fixtures are installed with a 3" clearance from insulation.
Skylights:
❑ Minimum insulation requirement for skylight shafts equal to or greater than 12 inches is R-19.
�Vapor Retarder:
❑ Installed on the warm-in-winter side of all non-vented framed ceilings, walls, and floors.
Materials Identification:
❑ Materials and equipment are installed in accordance with the manufacturer's instaltation instrudions.
❑ Materials and equipment are identified so that compliance can be determined.
❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been
provided.
� Insulation R-values, glazing U-factors, and heating equipment efficiency are clearly marked on the building plans or
specifications.
❑ Insulation is installed according to manufacturer's instructions, in substantial contact with the surface being insulated, and
in a manner that achieves the rated R-value without compressing the insulation.
Duct Insulation:
❑ Suppfy ducts in unconditioned attics or outside the building are insulated to at least R-11.
❑ Retum ducts in unconditioned attics or outside the building are insulated to at least R-6.
❑ Supply ducts in unconditioned spaces are insulated to at teast R-11.
❑ Retum ducts in uncanditioned spaces (except basements) are insulated to R-2. Insulation is not required on retum ducts in
basements.
CJ Where exterior walls are used as plenums, the wall is insulated to at least R-11.
Duct Construction:
❑ Duct connections to flanges of air distribution system equipment are sealed and mechanically fastened.
❑ All joints, seams, and connections are securely fastened with welds, gaskets, mastics (adhesives),
mastic-plus-embedded-fabric, or tapes. Tapes and mastics are rated UL 181A or UL 181 B.
Exceptions:
Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in. w.g. (500 Pa).
❑ The HVAC system provides a means for balancing air and water systems.
Temperature Controls:
❑ Thermostats exist for each dwelling unit (non-dwelling areas must have one thermostat for each system or zone). A
manual or automatic means to partially restrict or shut off the heating and/or cooling input to each room is provided.
Electric Systems:
❑ Separate electric meters exist for each dwelling unit.
Service Water Heating:
❑ Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integrat
heat trap or is part of a circulating system.
❑ Circulating hot water pipes are insulated to the levels in Table 1.
Circulating Hot Water Systems:
❑ Circulating hot water pipes are insulated to the levels in Table 1.
Swimming Pools:
❑ All heated swimming pools have an on/off heater switch and a cover unless over 20% of the heating energy is from
non-depletable sources. Pool pumps have a time clock.
Heating and Cooling Piping Insulation:
❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in
Table 2.
Table 1: Minlmum Insulation Thickness for Circulating Hot Water Pipes
Insulation Thickness in Inches by Pipe Sizes
Heated Water Non-Circulating Runouffi Circulating Mains and Runouts
_ �._._.__ ______ ----- . _.._.._..__ ----._._. . __._ _ ....---. ___ ____. __._ _...._ _.._..
Project Title: SheR bedroom enlargement Report date: 07/23/09
Data filename: Page 3
,
• TemKterature (°F) Up to 1" Up to 1.25" 1.5" to 2.0" Over 2"
170;180 0.5 1.0 1.5 2.0
140-169 0.5 0.5 1.0 1.5
100-139 0.5 0.5 0.5 1.0
� Table 2: Minimum Insulation Thickness for HVAC Pipes
Fluid Temp. Insulation Thickness in Inches by Pipe Sizes
Range(°F)
Piping System Types 2" Runouts 1" and Less 1.25" to 2.0" 2 5° to 4"
Heating Systems
Low Pressurelfemperature 201-250 1.0 1.5 1.5 2.0
Low Temperature 106-200 0.5 1.0 1.0 1.5
Steam Condensate (for feed water) Any 1.0 1.0 1.5 2.0
Cooling Systems
Chilled Water, Refigerant and 40-55 0.5 0.5 0.75 7.0
Brine Below 40 7.0 1.0 1.5 1.5
NOTES TO FIELD: (Building Department Use Only)
----.__ _._. --- _...._ ___ _ _.__---_ _ _.___ _ .
Project Title: Sherr bedroom enlargement Report date: 07/23/09
Data filename: Page 4
i . . . _ _ _ _ _
�
.
m
�
�
�;��- �w�rrC
., . :�.....�
�r� �; , �a,r.� •�
� � ♦ 4a•-
.��� 4 .
�'�w �;4.�?i
+L i
-..�..••-
a r� ��.
��
��
�)
��
1�
I�
I�
I
ii
f� LINE OF EXIST. HDUSE
}i
I�
f�
I�
I�
�—� —____ --, r—
,.
� ���� �
`fl LINE OF NEW SHED �
ROOF - ABV. �
NEW bxb P05T —�, (
C�.
s�
r
i 'C
Ci t
,{
��
�!
�)
II
�i
1�
I�
��
f�
I�
1�
L1NE OF EXIST. HOl15E � �
I
I�
�LINE OF EXIST. GLUE-LAM - ABV.
� EXIST. EXT. WALL �
� �/ERIFY BEAM SfZE
00
�-':�i�'�
8'-I 3/4"
lb'-3� 5/8"
8'-t 3/4"
�RO1�os�n M�IN L���L �LooR ����1 E
SGALE: t/4" = 1'-O" P�,qN
NORTH
U
�
Z ,°n° �
� � �
w0° °'
Z o �
t� c�v ° �•
Q
z °
W N O v
x o
zm�z
J �
� n�.' > a
w
Z � o
Q a �
� A o
A z c�
�
� � �
�
� U �'
0
W � ��
� � H
iSSUE
PERMlT:
�
�.�
�
�
�
1
�
.�� , ;�r� c �•
�•y� �� • �• •• �
� /`ti•���'�� 4�
• �j
'c�"'� ;:
�, /V • a
.
� � �� �: �
�` �'%.°FFSS��~� ��',�
Stl47i: �+�`:�
, � . , , � � � � � � �
�� � � f �� �� � � � � �
�,------.L�1J.J_I_I_ L_L.Ll.1�
�-r------- --�i
�� I�
�I �I
11 --Ji
�� f�=--�C
�� �� II
+ �t 11
�� �� II
jI
I �O�T. �!'�R�Oi01'�t �� I I
�� �� II
�� �� il
�� �� 11
I
� �f II
� � ��-�++►,�E,-; ; i i
f�
LL----- -- ----�—--�L----II
0 � II
� {I
LINE OF EXT. �
ROOF - AB�/.
I
REMO\/E EXIST. (
SHED ROOF �
I
��
�.
�
�
�� ��
�� ��
�I LXI�T. D�TH � {
i i
�L_ __�I
I�—===�r==---,i
11 I! I�
�`� �5 �1
fl
II
II
{)
il
I I
II
�CIST. OC'DR�O�O!'�1 I I
i�
�
EXIST. BEAM - BELOW �
(VERIFY SIZE � �
REPLAGE AS NEEDED)
REMOVE (EI-2x4
EXIST. WflLL
�7DITION
(f�-(2)-2638
PLf�lTE HGT L —
6'-10" ---------- ---------
8'-1 3/4" 8'—I 3/4"
��o�os�n u���� �.�V��. ��.00� ���� E
SGALE: I/4" = I'-O"
PLAN
NORTH
i
�
_ �
�
I
I
I
I
I
I
._ J
U
�
Z � M
� �
� � �
w �o �,
w �
0
�
C9 N °a o
W N o a
x o
C� m U i;.i
z J Z
3 0
W a: > a
,� � O
� a �
� A o
~ � U
A z
� � �
a �
� � w
0
W �
� � �
ISSUE
PERMIT:
-17-09
A2.2
Fv
i�
YERIFY EXIST.--�
ROOF OYER-HANG
�` ;ti �W t1y '
. _....._G
� � `��� G, • I �.
� t� ; \r'
�R
� � �T' •
• C, •F
. . •. �
. ;`:" ! s'
-. ��s�oM�:•r `= .
T •..�s�• . r•= j+.
,� T� O� ;= ��.
�I
��
tf
�i
�
��
��
I�
�� �
I � �-
I�
� �_
� V
I� � ~
� I cv Q'
�I
��
t—L------
LINE OF EXT.
ROOF
- �v.
LtNE OF EXT.
SHED ROOF
!1
��
II
��
��
��
�t
II
II
i I I
`i- i i
� li
�- v I I
� a Ii
� fl
(E)-GHIMNEY � �
I�o�l e�a�r. ��t �or� _ `� �- - -
�----------------����1—j
�) I _ I�
! �- �- I
� �.L� � Ex�s-r. SHED ROOF -1 � �� � .� �
I I �� BELOW —a, IL�. �. �
i
f � � � l
� I � v I �
��N a�F=—�------ � ~ — � I
I� �' � �aT J �I
t I 1 �� I 1 i
--1--� -- � ---� �,�- —�- L �.- JJ
��CIST. i�00� F'L��l
SGALE: I/4" = I'-O"
NORTH
U
i
� � M
Z � �
(� � �
W � �
W °�
�t
Z O �
C� cCOV °a o
w `��v
x o
t� m � �.i
Z J Z
� o
W n: > a
Z � O
� a �
�"� q O
~ W U
A z
� � «a
a �
� � w
0
W �
� � �
E
ISSUE
PERMIT:
�
SHEEi
A2.3
�
M
VERIFY EXtST.--�
ROOF 01/ER-NANG
r� `�;�•`� '=o�' 'c
� � t``' � . �
�-' " . *
�. �Z�.
. x:U
: `�
� _ t:; C
���- �:��
�,�s'•: ss; r�K �;.r � i
Tq ••.,...•�. C��.P
� TF
..
- C : ��1'
. � .•r►
iE
{�
(+
ii
�+
�f
��
1f
�i �
� � tY
i� ��
� 1 tV �'
I � � °�
I�
� i iE)-GHtMNEY
L-L=====
��
I
-_ ! I
LINE OF EXT.
ROOF - �tBV.
LINE pF EXT.
SHED ROOF
ii
��
��
i}
��
��
��
II
II
� ��
�, i i
(I
�� II
`� �. I I
tV � �
II
EX15T. 2:12 ROOF (' �- —
!�
— — -----� �
(�
/ / , , . . . L I . .
/ �
AREA OF NEW ROOF j�;
EXTENSION - M/�TGH/� �
EXISTING ROOF ry •
�////////1� � �
P�o�os�s� �oo� �t��� �
SGALE: 1/4" = I'-O" PNpRTH
U
C
� M
Z � tA
(L' t° �
W oo �
W �
z o �
C9 N ° ^
Q o
W � � �
x �
� o U w
Z °D z
� J O
W na > a
O
�
�
A
�
C�
w
�
t!2
�
a
�
�
a
0
U
�
�
�
�
0
�
a
O
U
�
�
w
O
�
0
E
ISSt1E
PERMI�09
A2.4
�������� �� ��� ��� X ��� ��
�G�1.%� �/r4� s ��'O'�
�
C
�
Z
�
�1.)
W
Z
Z
�
� M
� �
cD �
� (
�
�
O �
N � �
Q
O
N O rn
x O ...
� U W
m Z
O Q =
a. > d
Z
0
F
�-�+
A
A
�
�
�
w
�
�
�
a
A
W
z
�
�
a
0
U
�
�
eM
O
�
a
O
U
a
�
�
w
O
�
O
E•
ISSUE
PERMIT:
7- 7-09
A3.1
0
T.O. PLATE
EL = I IS'-I f 3/4"
T.0.5.F.
EL = 109'-1 3/4"
T.O. PL�4TE
EL = 108'-I I/8"
T.0.5.F.
EL = 100'-O"
NEW ROOF O
UPPER LE�/EL
MEW ADDITION O
UPPER LEVEL —
O
�
�
�
�
�
- ��..
s� ` �. = :.. :.:;; � � /
� ti:: �s�tH�� .,�
' <b:.. �.
. vs
�� a �"�' ` i
C
�:
'� :�,� �'i <
�Sl,Fd��p� .►� � O
T� L' f G..,+rs'
2�
.: � .. ,' � ' . . .. . . ` . • �.; : � . :;. .
,... ... . :;: . • . .
,. . .. � �. .. . . .�;. . � � . .. � . .
• . . . . . . ',: � . . . . . . .
_ _ _ _ _ _ _.. . __ __ _
.� .._ � ._ i : -
_ I �--�-- -- -- � .
U
C
Z ,°�° U
� � u�
W � �
W �
Z O �
C� N�^
Q
Z o
W N o v
x p
C� � v Z
Z -� O
� � > d
W
z�o
0 a �
E+ A a
►-+ W o
A z �
A~
� � a
a �
CY o �,
�Y � o
W �
� � o
H
�SS�JE
PERMIT:
��
A3.2
�i. FWf� ►i
:,.... r
St ERe'_�. C
- �'r_y:` � " � � � NEW ROOF �
� .�. • .�. / - �
�DI PLANK
7AR MILL 8.25
H LAP SIDtNG
EQUI V.
NEW ROOF �
ENTRY
:W bxb POST
ENTRY
��0� f ��� Y �� 1 � 1 �
�� �� � ���
�
Z
�
W
�1.�
II
Z
�
� M
� �
t0 �
� �
�
�'
� �
� � �
N Q O
X Q `�
m U W
J Z
o a =
a > a
O �
~ AE-�
� W
A �
� �
�
Q'i o
� U
w �
� '�'
O
�
a
0
U
a
�
w
O
�
F
ISSUE
PERMIT:
-17- 9
A3.3
SFfERR RESIQENCE, 4257 COLUM8INE DR{VE, ERST VAIL, COIORADO 81657
DE81GN CRtTER1A:
Roof Liw LoaC (Snow) gp p�
Root Dead LoW � P�
Fbor Live Load — 45 paf
Fbor Desd loM 30 Py�
Dsck livs IVSA �0 PaI
Dsck Dead loaC 90 Dy
Wind (3 Sscord Ciust) gp �ry
IBGIRC Edition zpa{
FOUNDATION DESI(;N:
a. FourW�tion E�sipn b bsasd on an aswmstl wAn bearinp Pn�+ro capea7y
ot 2000 psf. AA fooUnqs shoufd bev on urMiaWtDed natural soNS or e
mYtFnum 3 fe0t M epprspNe bMS coWS! tlesipned for an albw�6ls bs�hp
Dieamas ot2000 paf.
SIRUCTURAL VWOD FRAMING:
b.
c.
e.
�ccept vM�ere noied �. W 2" nomirwl k�mber. sxaW qude, aMA bs
DoupW FirLerch i2 and 6eqer� md � aoW tirt�Der b�rte a�M posts 3'
nannM �nd widv aha� bs Dapas Firdand� Y2.
SNds sfreY bt 8tud prede �nd DaMSr Oouplrs Fc Landi at Hem Fir.
�+�P Ports ahpll comit ot Oouplp F'r-Larch a Hem Flr f2 or bMNr 2M
or 2x8 sluda per plan and aAU bs naBed top�tlNr wi�h 2 raws of 16tl naAs �
6" on cenbr abrq e�ch pud.
Bupt-up baams oonshtirq of mWtlpls 2x membeis Nw� bs neaW topMher
v� two rows ot 16d nNN epresd n 1r on cenip, or wXh Ma rows W 1/2"
tll�msM Ihnrbolb �pao�d a 24" on asrqsr.
Top and boNOm plalss eAell bs Doup W FM-Larch or Hem F'r /�2 and beMer.
�� P�d 0iectlY on concrNe wala or slebs shaY be psawre-6sa6sd
Fl�t f(rl2.
NboG bsams bsarinp in beem poekata in conaste a nnsonry tivab thaB
beir on a bsatad 2iaB MaMp bbdc. Provias 15• deamos aound eM ot
�d ea.m. ewa� aouna s�das a oeam Poa� wn +rese,e z. eioa�:p w
provirN IpeM wpport fa basm.
V1�tYn flawioist aDaqs Dsnea�h sdid w M�Yt-up cohmns �roted on qans,
Wociclnp o( �r�a equivalenl W aolurtn abow ahtl bs P�� Dooror
window timmels oontisU�p d a sinpls aqd do not rsquas apecid bbq�rp yi
Uis joMt apace.
Exopt as noted olf�nv�e. mirxnwm n�ib�p ahaN be proritlmd as apsalfsd in
1M'NailnC SdiedWS' on �he �in0� Clppg !BC Tabk 2304.9.1).
Boqa ussd !or wood harrirq eonnaclfons ah�ll bs instaYaU rrnh ayndard
���.
UMsp robd ofien�ife. aMN mnnedaa wd� o tlase mxudecAnW by Ihs
S1mP� Ca�rg etW M ussd b Join fallsrs. jdsb or OsNM b WMr
bNrpa N tlwh-kamed oonditld�s. UN sq speqfied tta9a ConnsQOr
�'�^_� otl�i�s nMSd sha8 Wiiss bps u or q�ps Hu Mrpea ot •
sixs ape�ly dssiprad for tM memWr supported, s� stiox�n in 1M
m�nufaqwsYS pub6shed tebbs. Canf�cl slnraural enpMesr br dal�is �
ro9�irod•
Nwod n�ibr pNms nataNe on Wel bwns a conaete wNh tor lop-0anpe
na�+o«s a,.e ea �.a m mmen me wiam a me Waa o. nwm wsnye. ra.�
P�s N+PP«�q �oP Mrnpa Mnpen Nom one sids ony �hM be ku�s0
Mah w� gro �oe o/ w�M ot Mm Ilsr�ps N tlM Mnpsrlo�ona
e wM
AAatutadunE joists shM be tran an appoved marN+fBCpex mtl aAaY bs
e9��+�t in brd artyinG �aWCMY and dMsction akerie b BC1450 u 500
aeriss pisb in e�s esvMn ana apaanps YWkatsa on pl�n- Ravae dodcYw�
MadnO� web atMSmra and o�her aaeaaaisa ss rsquNSd by yn
mrw(acYwer.
FrofalxkatM Muuss sIW be desipneE by a Cobra�b repi�wsd errypnsx�
suPPut Ihe tuN de�d md nve Iwda ot Me rooi� wiIMW. arq arry otlw
wpsiirpoaeA beda lTfs 1�br shal Eeternins wsb arnnpantant arM
memDSrfo�ws. LoadduraYanhcWrfotanowloadsia7.0. Cdcuhtionsend
�P �wi�Qa sMll De sudnllbd b tM andtlMCtlerqnea� tor ravtew
pMa' b faWintion. Th� tusa menA��x�et shN speay M duu-rofiues
mnnedbis. TemPoraN and peitt�ensnt Iaterai biadnp o/ tuseea eh�! bs i
natollmd a roquiisd by fhs Wq �r.
Lami^sMd wn�sr lumber (lVl) shM haw 1he TUOwinp � p�rgsy:
t. FlawM slross 2000 Pai
2. ModWusdNaalkky 1�900,OOOpai
3. Tension p�eNN M{pain 1850 psf
4. � w� ro W� 2340 psi
5. , Cwnpreseion OwP� to prain (V�raMel ro yprs ins) --- 50 Pai
e. ►���w �. z� �,
Cotuiedlon � midtlWe-n�arr+bsr bsaera:
A. Top-batlsd beams
i) ia mert�ben 12" deep or �ess. nail e�cR rtrrnbsr ro Uro
^sxt+MM� 2 rows ot t&! naus at tY o.c
N) Fa msmDsrs yrostar tl�en 1Y deep. nrl �h mernber b
1he ne�d wiM 3 rowa W t8d naNs at tY o.a
B. Side-Ioe4eC psams
) Fw Mo or throe membsr beams, nsR e�ch mantber lo the
n�zt wih 3 rows W f8d ndb at tT o.a
h) Por rwr m�mbsr bsams. bwt umwph vMh z roMO a 1n^
dhmetq bohs at 12" o.c
iii) Fa rtiembers cona4tirq ol moee rim tour rnamCers,
ie
oonfact struWual snpinse�.
Ai Iwndsr usM in consb�wtlon ah�A hrw � ma�mum nqMkds mnlsnt of
79%.
Frartdnp Nobs:
1. Exlariprwats;
A. AC e�derior wals aro 2z6 suqs Q 18" o.a to a mnanum hefpht
ot tY�B", 2x8 slWa Q 12" o.c to a maxirtum heiptM ot 14'�8',
vM (2}2x6 eluds � 16" to � meudrnum hepht d 1Td" unkas
oMeM;sa noad. watla �YSrcun �r4'rwM e. trr+isa wtm
^���� P� sWds, contaU enpe�s�r Apr ap�chp
req�meMs. d fw! »GinMd on pNn. Gp wiA a douDk kip
v� �saba oo auviae ov«Ypvina n oomeis ana ae
irLLeisections wdA WMr pa�9aons. tt oveAep ie nol poar8�b,
�P mD WaMS vMlh msW sUaP tNs (SYnpwn ST292 or
e9un'aleMi.
8. Gabta��nd wMb strB N brloa►k�med to tM OotWm of wflus
or �d�w�p+us»a unlsa approvaC M ecpY+eer_
C. Fbororroo/tam�p membsrs rmpt be aMpned W Dsv�lhin 5
inchu ol U�e studs Daro�N.
D. Pmvids 7/18'tlNtic APA raMA shsptldrp (pywood orpgg) �
2Mt6, u�powro 1, N sxpAorfacs of exhrbr �a�s. Bbdc N
horaonUl joiMS and mtl penNs wdh 8d na�s spacad at M Nonp
PuNI ldp�s antl at 12" eAOnp InWtr�stlials s�ppoAa
E. ProvitN (3}2x70 Madart cver N door snd y,hqaw, ppsnyqi,
wXh oM 2�B Y6emsr arM orw 2x6 kirq atud saeb and. wMss
otlro�vNae irWiuMU.
F. At bsan WnNp beaWns in ehW wslls. V�iGa m�ipbstud
D�s evud to widM of bssrirp memher unbu mtw otl�sivAss.
2. IMSrior Load Bealinp WaR:
A. �nteri0� bad bs�Mp waNS M 2x4 Or 2x8 ttWs {a�'rdkatetl on
P�U � 18" o.c. wNh 1/2' pypwm wa9lwaid boM a�s uNSu
nW�d otl�an�. Gp w� � douDk bp plots FF�f4tled to povds
cvarlePWrq al oomera �nQ tl iMSnections wkh oC�x prtltions.
U ovetkp is no4 poaNbls, atraP mP P�bs v�N msW str'ep tks
(Simpaon ST292 or equMabM).
B. fborm mM tw�rinp rmmben mu�t bs aipnetl b bear � 5
ir�es d tlu puds bsnsath.
C. ProviEe (2}�2A0 Madrs wx aA openirps in waA, wiM ons 2x4
or DB tr� aW one ac4 or 2z6 ki�p shd ead� erM, unbas
nMsd otlisnwi».
0. At beam Mailrp loc�tioro in pud waqs. Pr�M �w�dPk-uud
Dosts Wual m widm o! bsarkq member uMes� rwted oMerwiee.
3. fbotCOnsWqpn:
A. Provids 3/4' B�idc APA rabC Shx�tlROO� nMd ffi 2�" O.a, tw�ue
arb aoov., •xpoa�.e t csa,e ana rmil ysnelt b a1 wppan
wNh dd rmia apaad af B' alon0 Penst edpes �n0 n tr Narp
�Menta� appab. Ir�th4 shsalhhp wih bnp dpr�Mior1
psrpsndk.ul�r to jof� and mnd joiqs ahqpsrey,
B. Provida sdid bbdfs�p bstwesn Aoor jaqs st N bsarinp
bcafbna. Bbdcinp rtwbriN WA mYtd� 1he tbor joiat mafsifel.
4. Roo1 Comtuttion;
A. Provide Sl8'tludc APn ptywood ahsag�irp wtea �0�20, s,�osws
t. InsfeM Ya�tlfinp wdh brp dimx�sion psryen�qiier b taMn
or trtMees wW eiW loink staWereO. NaN NAtl180 n�a speced
at 8" abnC Dansl edpes md et 77 abrp inlertnWiate auppons.
B. PlyWOOd sMaltrinC sMp be ePWbd ow�nuouell' Over Bis
piinwry root rt�era (rafbrs a trusws) bebw ovsrnamad
amas to provles adpuals ateral stopiq.
C. Pmvids winN�amic mtl�ors at supports /or ql rootjasts aW
Woad taflsn. Ses naiYtp ai�sdule.
D. ProvkM sdi0 pbdcinp betw�s� root talb�s. �usa�s YrW IookOUfs
et aN beaNnp bntlons. &oddnp maMRaal stwH matM raMr,
Wss dwN� orlookout rtrtaW.
5. WMtl Brscinp:
A. W�IIs owr 4 fsst lonp wAieM1 as ahNCrod wIM qypwm
walbo+rd a+ Dori teoas emi are'adicated as ahervaps on
Wwi txvs w.n d.sipnee eo re� w:,a +orce. in .ocowance
wilh 7sbb 2308.4.5 of Ms 200318C,
B. At Mear raAe, sCtsw 1/2' WTam wallward lo �q aluM snd b
loP e�d bottom platsa wiM !8 x 1 1/B' drywaR sdews at T
musnurn spa�Mp.
C. ExtMbr PN�d or OSB wMl Nqslhin0 is rsquMW unbas
spedfway debl�d by enpY�eer.
STRIICTURAL BTEEL:
a. SaucWural sbel ahed be datNbo� tabACabd aM ereaed in awa�oe wah
the moatar�snt editions of AISC BpsdRntlons and Code W 8drW�rd �
Pndiw.
b. 3bucWral MeM W alu�pes afwA De A6lM A9o2. OIFia robd tl�a, �
Mdutlin0 PrMS �nd anpNs d�Y bs A8TM A38. Tube �wpet shM
A500 y�ads B. Pipsa shM bt A&TM A53 �de 8 wA87M A507 �
c. Tubs ahapq aro ectwt au �e apsafi�d on phn. Pfp� sizea i�\
ldISdWO �IIIMId10f1f. ��� � ifld !llOt b :
d. Ar boMs uted ii sbN Uamirp shaN conbrtn fo ASTM ' A32� ,�
AnChor boRs and bdts ussd if tlmbsr connktions tn�y De AS
saes s1aN tx 34' dumMSr unMs noted otlisnMas.
s. Typir�l fiamW Wam conrbcttoru shM oonsist W Pain of 7/4"
Me mexim�m numbx of bdb plbtl br h TabN IM of Ihe AfSC ���
(A8D NinMr Ed�on). +
t. F�anawn bdb shae be w+AOe hPe "Htld" w"RaW" w"8impson•, a �'4
spprowa equWalaq vriM tl�e ioiawinp rrtlr�inwn embetMfents:
ti2" di�»tai — 21/2"
5/8" diameler — 3"
3/4" di�mste� — 4"
O� EPoxY anchm e�tlea ior m Ihe dra�Wqs ahNl be •Epam° a"R�w£ a
�MnP�n" a approved equiv�eM anchar sya�sms. Minimum ar�bedrtrnb,
rtmnufacwrMa indiwtsd on Ma drevriips� ahaN bs aocardinp to the
�psallaiea�a
n. ne Waa�rq .nw t� aone ey an nws qw�nsd �aar.
i. Det�y p�irHinp wi9�in 3" of field � und v�akls are ea�pbhtl.
j. wMen tbrm�ivs aoil aoraitions s�l. ateN aiq�as tha ra usea so s�ipport
axNrior sMn� vansx ahaN W palvanaed and shtl De atlerhW b tlis
faxWation wiri pWwnimd a sfainbss sbN a�ndon antlwn.
k. All prout benwlh toMnm� Wss plstes and aION Dsams Id b�efnp aheN be
non-sMink. non-mstN6c bPe G�. Orout atwll havs a rtMnYnm
oompres�iw sVenptli oF2500 qi.
GENERAC REQUIREMENTS:
a. S6uclurN arodim aW b�adrlp: Ths shuclmsl dr�winps i1uYtM tlr
�P�ed at�twe w�M aW dernarMS M tl�sirfinal potitlons, P�P„N
supported ond trawd. The mrM�acla, M Uie OmP�r asQusncs, qW
Pro'hde �w�iq and bratlnp u mry be roq�ped dwirq oomeuetion to
ad�i�w N�! MM cotnpisfed sMuCYne. Car�ct �al enpinsx Aw
conwkation (�ot tn oontr�a) as rs�disd.
b. BhoD d�p�� BubmM �hoP arW erodion dnwinps for aYUCdxei adsl,
rt�taous f1eN. stealjoina tnd gMW�a, stsel dsdc. r�nwniY roiMortxp
aleN�v�oodWfaea.+r�9rwWWx�dwood joiMSarMyM�sa�mDeannto
erpinser fw rsvfsw piior to feDrintion. This rovisw's fw Q�narY cartp6enos
wih ths aNeM Of Ihs s6uqur4 deaipn. Tha Md�iNQ uWlOr oon4KYaae
issperabk for CMdci�C 4uantlgos, dfmmsions and cooNnstlon wiTh oMx
�.
e. Exbtino sduau�s: Contracbr tl�l bs rsaponsibb for v��yi�p dim�n�ip�y�
sbwNa»p, UsminY� foundatlon and anyVainp Nas tl��t mty al�sct ths woAc
Na
shoMnonM�drawinW UrWerprmirW,�C+��➢a�C
s9t+ctunes ahep bs tl�s rasponsibiBly o/ tl�s oontraGOr.
d. Dimenfiona: ChlGc NI d4rNnEiona apBkut aiclNbctural drawinpa prior b
wnsbva�on. Da na anb dnwkqa
a. COfld11ltl10(1 pfYq�sy: GeMIffi Cqk�dM H 1!!pa]fiWf fif ineBM,
metl+ods� ��Mqua. sequsnces ana prooeaures ta aonstruWon amb
Wokd_ NodH sWduro! snphsx of omissioro or oo�ds beMeen tM
��0 �qs and spstirq �ndidwa. CoordirrM rsquiansnb ta
msrhaMnue�ec�rfcWqumbt�G v� �u0h sauor�al ebmana wi�h
struauol mnqirber. Jobaib satsly a tM aoN ieaponaibiNy of Mis aarMrwxw.
AR metlqds u!!A br mnstruction ahaq be's� �Oeordetwe witlf tlM Isbat
atlitiais ottlro iBCfIRC.
t. DMa� not specAinlly ehcwn on tl�s drawirqs aha9 be consWded k� a
ma�r sirt�Nx b tl�a dstais Mat Ms dwwn br Mce conAiBmt Thste Nlms
sMl b� broupAt ro the HtenYon ot the stnroturN arpinssr n won aa
PossWis fOf �pp�OVel. ADWwat fhlR IM o�ined pNOf b ins4leBOn.
p. It is ths rsspo�u�ly of tlie contrecbr b conbct Me stuchaet � at
1M rpProprisM dme b perbnn sMS obeervNlons visRS. QblMVWbn Nfils b
a» )obsle br ms anQinser ais ror asexmin.YOn a ysned ca�famanoe wix,
n� �,� a�n..na � „a o. �w � �.a�,.
h. Thouph every lfhrt k rtrtls 10 Dra'ids a cornpbte md dsar fM of
oonskuUbn dowmsnts, diaasp�tlss or amnbns mry aocur. Reb�m of
u�sas Cr+w4Ws �ntltlpates cooprra6on and oondm+ed cone�wnicamn
b�n flro oontraefor. a�ilsQ arW anptnsst b qovitls tla beat poseiDk
sinature. Thees drnMnpa Mw bssn pspaiad toruro um � a qusGlbd
cont�o[ expaAe�stl in tAe �onahuaion bduu�ues md sysla�s d�ic�d,
�
� � �
�
wrr� �
W E�•.� .
4 ��
w
�
O
H�
A
�
WN
1+1
1'+^�f
Y1
a >
�
�'r
A
z
�
�
Q
�
�
�
�
�
PERMIT:
7-i7-09
SHEET
0
�
a
�
�
a
�
w
�
�
F
� _ . ..
(E)-DECK
1�
I�
��
��
i►
ii
11
I�
!�
�!
�)
()
� � IiNE OF EXtST. HOUSE
!�
I�
I�
I�
LL = _ _ �--� r—
(E)--DECK II
LINE OF NEW SHED _� I
R00� - ABV.
NEW 6x6 POST —� II
CONC. PIER or �
REINFaRCED DECK --�
BELOW AS NEEDED
��H��IY:'.+,� ,,
• •.. • ��liV
Y t : • 1
.��.` R ��.�..��`.
!� •�tii.�Z'; �r�
A �!1 . \�j • •'�.
��
' a�i ��V t�. � � �,
L e�Q' � ': +:
,q� .
�
� ��II y �s: :.:
s '(
-� o�a�•-��-��,
A �� �C�, �'�'
�
LINE OF EXIST. HOUSE
L1NE OF EXIST. GLUE-LAM - ABV.
f � VERIFY BEAM SIZE
�— -----
� EXIST. EXT. WAtL (ABOVE)
DN
{E)-KITCHEN
DN
8'-1 3/4' 8'-1 3/{•
!6'-3 S/S'
MAlN LEVEL FLOOR FRAMING �
SCAL.E: 1 /4" = 1 `-0" PLAN
NORTH
NOTE: NO CHANGES TO SE MADE TO
EXISTING FRAMttdG ON THIS LEVEI
U
C
z
�
w
w
W
Z
W
�
�
E'+
►•-{
A
�
�
Q-t'
x
�
�M
� �
� �
� �
�
o �
N � ^
Q
N O rn
x o ...
� � Z
�
0
o�.�. > a
�O
a �
A a
W O
z �
�
� �
a �
o w
U �
� ��
� O
E
PERMIT:
7-17-09
SHEET
� �. _ _
CONNECflON SCHWUIE LOCA110N / USAGE
� SIMPSON H25A or EQUIV. 5TUD TO PLATE/RAFTER "'1' �� �) i � I
� SIMPS�1 A23 or EQUIV. RT. ANGI.E (18 GA.) PLATE TO JOIST � � �, ,i�MN1qV!�11y�y I � �
Q SIMPSON �70 T SKEWABIE ANGLE I � I.ti�''���� 1. tW t'vG'n�'''�i, �
�,�--:v � ' • .— -3 — —_ � � �
� SIMPSON ABU66 6X6 POST BASE � I �`��=�� -- ��. _
� SIMPSON EPC66 8X6 POST CAP (ENO) } � ��,��`� r �� � I� I
0 SIMPSON PC66 6X6 PaST CAP (MID—SPAN) -- 'J � z� Qjv� '� ( �
GU SIMPSON LB212 or EQUIV. 2x12 TOP FLANGE , y w
• ± .� 7�
� SlMPSON LSSU28 � � � � . r c � � �
2x8 SLORED RAFTER I� c '. �� ap��,, �. I I �
OO SIMPSON LU28 or LUS28 2X8 DECK FACE MOUNT ^"' T f• .� � V�� I I �
O SIMPSON LUC26Z 2X8 DECK (CONCEALED) 11 II �
''!�'S'e�''S-
� SIMPSON HUC66 �f �� �
6x6 DRQPPED BEAM CONCEALEp 11
� FACE or TOE NAILED USE APPROPRtATE SiZE NAI�S � I � � I
NOTE: NOT ALL OF THESE CONNECTORS MAY BE USED �, I� f
, ALT. MANUF. dc EQUIY. SMES MAY BE SUB5TITUTED I I I I �
� �f �� �
f DECK{E)-BELOW I ( I (E)-CHIMNEY � � � � �� �
� r--L==== — �-- J�__ II �
� � — --r' 1( EXIST. BEAM - BELOW I I I
� �� I 1� (VERIFY SIZE & REPLACE � � I
� � � {I AS NEEDED) (� 1
r � r r _ � �
� �-------- � O O = __ - _-=--_-- i
2x8 LEDGER(S) W/ � � RE OVE (E) EXT � I �
I 5 f 8" OIA. ANCHORS � � 2x WA L A OVE ��I �
STAGGERED � 16" o.c. � � II �
� i I
6X6 COL. & BEAM(N) � � � 2x1 p� 6' o c. �.� I
L �- �O - - �� ►
-- - - - -�
n
0
o, ------� -.—.- ------ �
-� LO � 2x10 �F R!M — — �
NEW SHED ROOF OVER — — — — — —. —. � _ J
ENTRY 2x8s � 17"t o.c.
2x8 SUB-FACtA
UPPER FLOOR FRAMING PLAN �
SCALE: 1 /4" = 1'-p" PLAN
NORTH
0
�
Z
W
Z
c�'
W
�
W
0
�
E"+
�
A
�
�
`�"
�
� M
� �
c� �
q� I
O�
d-
rn
N n ^
Q o
N � .�.i
X �
m U Z
J
O
� > d
�
A
z
�
�
a
O
�
�
�n
�
�
PERMIT:
7-17-09
SHEET
0
�
a
0
U
a
>
w
0
�
0
E
_, , ..._., _ _ .
� _. �, .
�
�
ca+r�cna+ sa+� �oc�noN / usnc�
� SIMPSON H25A or EGIHV. SiUD TO PLATE/RAFiER
� SNAPSON A23 or EQUIY. RT. ANq,E (18 GA.) PIAIE TO J015T
({j SNAPSON l7U 7' SKEWABLE ANCLE
SNIPSON A�166 6X8 POST BASE
� snrasoi+ a� eXe �os� car t�no�
� SNiPSON PC88 8X6 POST CAP (iN0-SPAN)
� SIMPSON 18212 or EQUIV. 2xt2 T�P FLANGE
� SINPSON LSSU28 2� SIOPED RAFiER
Q SWPSON LU28 a WS28 2X8 DEdC FACE YOUPiT
m sa+vsoro wc2sz zxs oEac (coH�o)
� sMasor� Hucsa exe oRO�n e� ca+c�o
� FACF or TOE NAILED USE APPROPRIAIE SIZE NAN.$
NOiE: NOT ALL OF THE� CaNNECTORS MAY � USEO
ALT. MANUF. � EOWV. STYLES MAY 8E SUBS71NTE0
REMOVE BRICK
CHIMNEY ABOVE
ROOF LINE
EXIST. R�Of � I
OVER—HANG I
NEW 6x6 POST �
�,:,,�•.�x�,,,,, INE OF NEW SHED
� ,� � wir� F — BELOW
;....,�� ,�
t�F� \���EK�G•.� y
• f b ��,> � �
�1r`' G:
��C '
• � � Ci
. � �r, .� Gti��� r.
.
r ��v�'.�- ,
S.. R�q���f ( ��'
�_' � i: � .'..:+
EXIST. 2:12 ROOF
ROOF SHEATHING iS 5/8" APA RATED
SHEATHING, EXP.1, SPAN RATfNG 40/20.
1
S5
2x4 BEVELED RIM
_O . — . . . _
x4 DF � 24" o.c.
J MQ 2x8 BEVEL D RIM _I _I
�r �r �r �r � � �r ir
� 0 WF 12x22 U
� �
� � �
N I �
�i l
— � I -- --
0 i
�}
a�
� �
\ �
2x12 DF � 4'� Q. r
(3) 2x8 R
2x12 SUB-F'ACIA (TYP)
ROOF FRAMING PLAN �
SCALE: 1 /4" = 1'-0" PIAN
NORTH
��
�
U
C
Z � �
� � �
W ao E
W �
`�t
Z � �
(� N Q ^
Z O
W N O �
x pJ
C� m � Z
Z � O
� a: > a
w
Z � o
O a
a
q O
� W O
A z �
� � .,a
� y
�.'i o �,
�y V O
W �
� � �
PERMIT:
%—�7-09
SHEET
�
�
�
NEW EXT. 2x6
FRAMED WALL
EXT. 2x6 FRAMED
WALL (E) -
�-- —
o.s � 2 (
.
�
x�
U �
o <F o z
I � X I �
� �W � W
/--- — DETAIL• S-6
/ 12
—` � 2 �—
VERIFY EXISTING
STRUCTURAL FRAMING
VERIFY & REPLACE
�TO ACCOMODATE
NEW F�OOR SYSTEM
I
1
� �_ VERIFY EXISTING
4 STRUCTURAL FRAMING
►
��
i
i
I
i
, I
( I
( i
`,�' a,.Ew��„C
��Q`� ;y1 E� Ep'•.
Cj � G �
. � REAR E�EVAT10�1 SECTIO#�
• S— 5 SCALE: 1/4" = 1'-0"
e�
�; C
,. .�-
U
C
C�
� M
Z � ►�
� � �
W ao �
w �
z o �
C� N °a o
WN O v
X p
(� m U lij
Z J Z
� O
W a' > o'
Z � O
O � �
A o
~ W �
A z
� � a
a �
� � w
0
w �
� � �
E
PERMIT:
7-17-09
SHEET
.
5/8" PLY. SHEATHING
2x4 ROQF RAFTER OVER
FRAMING � 24" o.c. (N)
�
._.. —
�__- i
1 _ _ --
�__
—
2x12 ROOF RAFTER
� 24" o.c. (N)
CORNER POST (E) BEYOND
(� EA. EN� OF W12x22)
0
SUITABLE FLASHING
2x8 ROOF RAFTER (E)
� 2x8 RiM {N)
w12x22 (N}
NOTE: NOT ALL OF THESE CONNECtORS MAY BE USEO
AIT. MANUF. dc EWIV. SMES MAY BE SUBS11TlJTEO
S-5: RQOF DETAIL SECTION
SCALE: 1" = 1'-0"
U
C
C�
Z °,�°� �
� � �
W � a,
W �
Z O �
� � Q o
W N O v
X p
C� m V Z
Z �
O Q =
3 na > a.
Z � o
� a �
r�
q O
A W �
� � �.a
a �
� � w
0
W �
� � �
E
PERMIT:
7-17-09
��r
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
�wxo�vnII, •
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.4792452, inpsections 970.479.2149
ADD/ALT SFR BUILD PERMIT Permit #: B09-0178
Job Address: 4247 COLUMBINE DR VAIL
Location......: UNIT A/17, BIGHORN TERRACE
Parcel No....: 210112214017
OWNER SHERR, HOWARD P. & VIRGINIA 07/24/2009
210 SUMMIT BLVD
ENGLEWOOD
CO 80110
APPLICANT BETTER HOME IMPROVERS
2695 SOUTH FRONTAGE ROAD W.
VAIL
CO 81657
License: 120-B
CONTRACTOR BETTER HOME IMPROVERS
2695 SOUTH FRONTAGE ROAD W.
VAIL
CO 81657
License: 120-B
Description:
ADDITION OF GRFA
Occupancy: IRC
Type Construction:IRC
07/24/2009 Phone: 970-476-4712
07/24/2009 Phone: 970-476-4712
Project #:
Valuation:
Total Sq Ft Added:
Status . . :
Applied . . :
Issued . .. :
Expires . ..:
PRJ08-0037
ISSUED
07/24/2009 �
.�+�-+�is I�
02/01 /2010
$15,875.00
192
•rt'ktrYlYlwW�FYe#'���*Mi�#�#*trt*rtir�*t#ti(i41�t�tef�kt*�f*#tef'*i**t�i1eR44ief'RR41r+lf`4i`41e*#ff4*Rk**� FEE SUMMARY ,,••,••••••••••••••«••,••••••••••••••••••••••••,••"•••••,••",••••••••"•"•,•••
Building Permit Fee------> $265.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $803.56
Plan Check--------------------> $172.41 Use Tax Fee---------------------> $117.50 Additional Fees-----------------------> $75.00
Add'I Plan Check Hours-> $110.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES-------------> $878.56
Investigation-----------------> $0.00 Recreation Fee-----------------> $134.40
Payments-------------------------------> $878.56
Total Calculated Fees--------> $803.56 BALANCE DUE------------------------> $0.00
ittrYr#%�#Y4R4Y'f rttr%�rtYYeY'f fYeY'Y'Y'kf i4MkYef f f t+iF�k#f *#44+**#f #4}R#i*#t#�id/fe#ifi}/4441r#4*�**44�Ydi#i/44d4**►f f`frkRRf Rf'f'41r�4fiR4RRw#MM/lrftxR**fY'RiRfiFRRrtfrx4RRRR�Rt�RxxXRRR41rklf �R4f`f!i!f tf`llef Rfeifr!#it�lif Y!
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 all the information
as required is correct. 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 towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town
applicable thereto.
REQUESTS FOR INSPECTI N SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM
8:00 AM - 4:0 .
%p—S ` G�l
Signatu of Owner or Contractor Date
G?,c.f %�✓t� �cr�rli
Print Name
bld_alt_construction_perm it_041908
�*�***+************+**********�****�***************************************************�****
TOWN OF VAIL, COLORADO Statement
**********************************�*************+�************************+*++***++***�**��*
Statement Number: R090001368 Amount: $110.00 10/05/200911:31 AM
Payment Method: Check Init: SAB
Notation: 5964-BETTER
HOME IMPROVERS
-----------------------------------------------------------------------------
Permit No: B09-0178 Type: ADD/ALT SFR BUILD PERMIT
Parcel No: 2101-122-1401-7
Site Address: 4247 COLUMBINE DR VAIL
Location: UNIT A/17, BIGHORN TERRACE
Total Fees: $878.56
This Payment: $110.00 Total ALL Pmts: $878.56
Balance: $0.00
***************************�****************************************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
-------------------- ------------------------------ ------------
PF 00100003112300 PLAN CHECK FEES 110.00
-----------------------------------------------------------------------------
TRANSMITTAL FORM
Revision Submittals:
1. "Field Set" of approved plans MUST accompany revisions.
2. No further inspections will be pertormed until the revisions are approved & the permit is re-issued.
3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance.
Permit #(s) information applies to: N��Attention: () Revisionsv ��� �mm
( ) Response to Correction Letter
� C) q �%7 � attached copy of correction letter
' I ( ) Deferred Submittal
� ��2-n--= � T'tOv�flfl��`� ( )Other
Project Street Address: ,
'��— ��°'�u.an.�Jl�t, ,v/`' � t)r} z,
(Number) (Street) (Suite #)
Building/Complex Name:
Contact Information:
Company:_ I�e��t✓� l��'I�.�.►� v^r..✓�S
Company Address: Z 9S S. � ch �Gti.� ��it.�e,���
City: ��a � � State: �� Zip: � f� �`7
Contact Name: �,h�� ,� Q�Y'n h,cTf�'
Contact Phone: �% d � 7-6 _� � 9 y
E-Mail �o.�.�� �e�K�l'1-er�/�� �� Coy✓�,
Valuations (Labor & Material)) /) /�I !',� (�d1—� y c'�'�q � Gd
� �,
Building: $
Plumbing:
Electrical:
Mechanical: $
Total: $
Description / List of Changes:
���. ��,2�i�'J � r� y�c� �'1 [�, � r� �i or o, �
_��
t � _
.oa�'�-c�►'�� v��-
N� �s� fia s'vb � c1��,c� yb.�-�'
�
�.c�. -v G n n�-er �c,� rt Gt� ��{`�ct� �
J
(use additional sheet if necessary)
Date Received:
t
�1
� � � LI �� �
SE�' � 9 �009
TOW�! OF VAIL
�
1-Sep-09
+�� � � � �'� �; � + � r � , , � ; -,
" , � � � � �,. °� �, ����+�'�'� `' �' � epartmenfi�of Con
, '�° ���, 4 , � _"� ,. - , .�, 7'5
�- �N,, , , ' y��" � , � � �' ` ' �.�y�� . ? � �
� x �r' •, i" '`t�., Ji • �r t •:•�" , '"''.' '�`r�� i.� � .�C . S+
*- k y «M� ; .'F �k* i �' �� � � .`�� ��e F �+,#s � ''`�.r � � ��,
.� f o� '�Y t c. d ��� , °. �.w° .,J.� . �.
y i
� ",c ��.�a ��'�4.+ � � ' q �# " �: N"' �' �
, � •
r
...
��r . . • .. ...
`�' ���",�1 a,h:� .a �,f: F �l���;•
� ,,„
.; �* `�1
��� �',� � . �� D� �er�
"" �+ r�''` ° i t
� '� ��
TRA�1 MITTAL F,I�' RM
„
; ;
;:
inity Development;�
ith Frc�ntage �o��
Revision Submittals: i i
1. "Field Set" of approved plans MU T ompany revisions. ;'.
2. No further inspections wlll b� perh�rm until the revisions i'e approved & the permit is re-issued.
3. Fees for reviewing revisions are $65. per hour (2 hour m'r►imum), and are due upon issuance.
, �.
_..._...__�......._.___.....,_._._..._..._....__.�._._..__ .�.� .___._._._.._.._.__�._.._._..�.}'.__.__.._...._._...,....__.__......�..._�_..�..�_..._._w.___...
Permit #(s) information applies to: ' Att� tion: � I, O R�visions
�� � ��� � j � � O R�sponse to Correction Letter
� �a�tached copy of correction letter
� � ( ) Deferred Submittal
! ( ) Other
Project Street Address: , ' �
-'� C�'/u.�,,.�in�, �r�. -
(Number) (Street) (Su
Building/Complex Name: ' j
, «�
i
^Contact Information: f
Company: /� '��fe f �7�—�Y�,S i
- ,
Company Address: Z 9S S. � cn {��a I� � f.�
. .�"�" ' '�
��tY� ��� � � State: ,�_ zip:��
Contact Name: (��� ' e,?^n �� _ i
Contact Phone: �% d 3 7-b _� � 9 y ' ;
- ) '�
E-Mail Gf�r�.�.� r'i ��i►,►�I'1-ar�/�� �• Co�; '
i
i
�
,...._�.vw . ,,��.�.,...�_..,�....�..,.�..�.,,........,._.,,.�....,...4.,..�,�.,�
Valuations (Labor & Material)) /� /� �-,� dd�.-�.�� �;�
,„
Building: $ I �
Plumbing: $ �
Electrical: �
� ��
Mechanical: $ '
Total: $ '�
;
`7
��('�,��
�
'�
;
�I
f
�
3
#)
1
/ List of Charnges:
��Shrrcl.y��� -�' �l�Jr�. �r�Z
n. -
� �
�'�t .^ r1�( i 4✓"1 C� •
�S"� �"d S � A [� , c� ,J�
,
(use additi��al sheet if neceSsary)
_ � . . . _.
�I
Date Rec�jved:
:'
� I � � ' � I �� .,,.. � : ,
� D �;__, , , �; � �, �
� '�.�
! IF
�, ,
• �� c li
�; �r� �. ) 1°, i!� �
� ��; �
�� -rov�r,�± ��,�:�;,���.�_.__.
__ _
1-Sep-09
.i
(
�
�
I
�
�
� (E)-DECK
I
I
I
I �
I .
I
I
I ;,�,
i � f
� �
I
�
�----
�
�
ii
��
�)
�)
�)
��
i�
il
� I LINE OF EXIST. HOUSE
��
I�
��
l�
I�
�-� -====T� �-
�
(E)-DECK
LINE OF NEW SNED
ROOF - ABV.
v ��q�•r��� �� '... .,�;
Qft ��...� �is 'r
�` �. :*���SJF��O�Jy��
'+• � �. �.
� ��' • w: i
,.� W ..
ss � �
. �.��:'� '%.`.::.«'p,� s'.
�r•.:'F C7�-�,��
� -:,..:•�.
— — — — — — — — — L
�
�
� > �
� -� 0
� O7 �
� � 3�
�
° �.. � o �..
u � C�� F-1.�
z� � ° �� �■L■
� �� �" o
�
_C� LIN OF EXIST. HOUSE
M AI N LE VEL FLOOR P LAN
SCALE: 1 /4" = 1'-0'�
---_���
_ �
- w
_ �
�•
�
¢
_ �
�n
� a
� �z
� �
PLAN
NORTH
���
+
•
►�
U
C
Z � �
� ��
w �o �
w °i
z o �
C� cc°v °a o
W "�v
x p
C� m v i�i
Z J Z
� o
0
W a > a
Z � o
� a �
E-+ A a
� W O
A z �
� � �
a �
� U �"
O
w �` z
� � O
E
PERMIT:
�-, �-o�
REVISED:
8-22-09
SHEET
A2.1
1 I 1 I / 1 1 1 I 1
I I'I( ' I I I � I I I F I I I
�+------LL�.�_1_I_1—I_LL1.1�
� T-----------------�1
I �I I�
�� �I
� �I
�� f-'�==_��
� �I �� II
� ��
� (� �� ��
I( i EXIST. BEDROOM j f I I
�
� �1 �� il
I
� II �� I(
� (E)-CHIMNEY� C � �
( I —
L
L�-------- ---T-J ---11
� ' I �
I ( � I
� I EXIST. BATH I t
I� �1
��---------JI
I�-----„----�1
II fi I�
�� �5 �I
I
(�
��
��
II
�)
tl
II
EXIST. BEDROOM II
II
�)
I
O � ( � EXIST. BEAM - BELOW �
I � � � (VERIFY SIZE & REPLACE �
L — _ _ _ _J _ _ AS NEEDED) _ _ �
�
� co REMOVE (E)-2x4 �
LINE OF EXT. cv I
ROOF - ABV. � N . EXIST. WALL I
� '
� � �, NEW BEDROOM ADDITION
� i I
^ I
� " N)- 2)- 2638 I
I
PLATE HGT I
6'-10" �--- -------------------- .__!
8'-1 3/4" 8'-1 3/4"
UPPER LEVEL FLOOR PLAN
SCALE: 1 /4" = 1'-a"
PLAN
NORTH
U
c �,
z �, �
� � �
w �o �
w �
�
(� c�v°^
¢
Z �
�
�1.� N O �
X
� °° U z
Z J O
3 a > a
w
� � ar-.� tx
E-� A a
�Wo
A z v
� � �
a �
� U �"
0
w '� �
� � E
PERMIT:
7-17-09
REVISED:
8-22-09
SHEET
A2.2
0
VERIFY EXIST. --
ROOF OVER-HANG
N
I
ih
� f
�I
I�
�I
�I
(i
�'
��
� � L�
�� w
I� �'-�
�� � a
�I N
I�
��
�-L------
LINE OF EXT.
ROOF- AB V.
LINE OF EXT.
SHED ROOF
`►`�` (� � �' �' 6L ,'r.
1��+R' � • �. � �
`S �U i �\STrp�" � I I
�� � �+�,'E.v FU :�' r
♦
£ ' '' II
_ . � : , �.
� ; 6 ..: • � I I
_ � ,�
-G� :; �c;: : : I I
�, v ' ;S�n�., ;.� -� � � �`� I I
�,�r U �� +�� � � � � �
i ��
��
�)
� II
� ��
v = II
N FU— I I
� a II
(E)-CHIMNEY `V I I
��
EXIST. 2: 12 ROOF �' r--
�� --------- —� I
�--------------=����1--�
' � ' I I
I �- �- (
� � EXIST. SHED ROOF BELOW � �I �-� �-� I
r �
� � � � � �L_ I
� I �-- �\ ?_ � i
L�N h—� __ -------N FU— — J � I
� � N°� F � r�. I N a T I i
I f I�
I i.__—�_—_) _f���`, � � � I
--1--------� — T --�— L----JJ
EXISTING ROOF
SCALE: 1 /4" = 1'-0"
N
PLAN
NORTH
U
c
�
�L.I
W
Z
W
Z
3
w
O
��
�
A
�
W
�
�
� M
� �
c0 �
� (
rn
�
rn
N� ^
a
0
X O O^i
m U Z
J 0
� Q =
a > a
� O
INH �
1�1 O
A a
W o
z �
�
� �
a �
� w
� o
�
�
� E
PERMIT:
7-17-09
REVISED:
8-22-09
SHEET
A2.3
N
I
�
VERIFY EXIST. --�
ROOF OVER-HANG
i�
i�
i�
(!
�� �
(� �
� p
I
� �
(� �
�� W
I� " �
� � �v �-
� I c�; °"
�'
� � (E}-CHIMNEY
�--L----- �
'
II
LINE OF EXT. �
ROOF — ABV. w�
�
LINE OF EXT. �
SHED ROOF � N
,� --�,
�+�' a�.N...;yi �
,(r��; •G�5«RFp,�C �c
� � t'p� �
: �c�
• ,,,
•b1
i77 L ji
�r �p � C
. �. 4
.s
' ��'q � �r4�,�..�?� t
��r C? F G«� ��
- --�'e
EXIST. 2:12 ROOF
�EA/OF NEW ROOF / �'
TENSION — MATCH/"
EXISTING ROOF � �'
////////, N
PROPOSED ROOF PLAN
SCALE: 1 /4" = 1 �-0"
ii
ii
ii
��
��
��
II
��
��
� ()
� ��
W II
v � II
� a II
CV ' I
II
't �
I�
� I
I�
PLAN
NORTH
U
�
._
Z � �
� � �
W � �
W
(� N ° rn
Q O
W N O �
x p
t� m � Z
Z �
� o
w a. > °-
� � �
� a �
E-+ A a
►-a W o
q z �
� � �
� �
� U fs''
0
W �
� � �
PERMIT:
�—,�—os
REVISED:
8-22-09
SHEET
A2.4
RI GH T EL.E�/ATI 01�
SCALE: 1 /4" = 1'-0"
ARDI PLANK
EDAR MILL 8.25
�CH LAP SIDING
EW CORNER TRIM
v
c
�
Z ,°n° �
� � �
W oo �
W °s
�r
Z o �
t? ct°v ° ^
Q
Z �
W N O v
x p
C� m v �;.i
� J Z
� O
W a > a
Z � O
� a a�
H A a
~ W V
A z
� � �
a �
p; o �,
(1� v O
W �
� � �
H
PERMtT:
7-17-09
REVISEO:
8-22-09
SHEET
A3.1
NEW ROOF �
UPPER LEVEL
NEW ADDITION �
UPPER LEVEL -
T.O. PLATE
EL = 115'-11 3/4
0
!
i0
T.O.S.F.
EL = 109'-1 3/4"
T.O. PLATE /
EL = 108'-1 1/8"
�
1
�
T.O.S.F.
EL = 100'-0"
�r;� � *3 . � p�;�'�:i.
. .•'"••• ��'
�' Q� •! }�5 . t. q • � (i �.
� .�� ;�
� :.
• �a
. �,
• ,,
� 2� �
. ,� .
, i ` '�'
., ,, �• �% e
�'�S'�w t. �•' `i,�' ~',
41'/;'••o�e.••� 1P�
t�rt�.M��� iGr��,''r'
REMOVE WINDOW
BEHIND SHOWER
ENCLOSURE (E)
12
2 �"
�
0
G
m
0
, . • . • . � ..;.; • . :,. .
. . . . •. .... • . • � .. •
� : : . . . ' ':, . ' _ . . . . <{ .' .
REAR E�EUATI0�1
SCA�E: 1 /4" = 1'-0"
U
c
_ Z ° �
_ � � �
W oo �
W �y
V
Z o �
C9 N ° ^
a
, Z o
W N o rn
x p
C� m v i�
; Z � z
�3 a
W o�.'.>a
Z � o
O a �
E+ A °a
~ W U
A z
� � a
a �
� U �S''
O
w �
� � �
PERMIT:
7-17-09
REVISED:
8-22-09
SHEE.._..._
A3.2
C
T.O. PtATE
E� _ > > s'—s �/s�
T.O.S.F.
EL = 109'-1 3/4"
T.O. PLATE �
EL = 108' -1 1 /g„
T.O.S.F.
EL =
_ n"
0
i
�
�'',
i
�
_ _ �i f I ( ( ��
I�f{i� ��
11���111���1
(�Ill�i�!
11���1111��1
(����� ��
ll�����IIl��
�j1�111� I
�l�i!!(�jl
--+t-�ii�i_.;���i
i i V�� ��� �
I I ��_���
I I N � � �
( I � � � �
i ! q � �
� � �����
E��� �
I I� I �1-- n--( �i !
il Irllifi�l�
ii�i�iri��+�
1 I I 1
--1-.�-ii�llll�li
_
Y
V
�
. , ;r�
i
\
NEW ROOF �
UPPER LEVEL
NEW ADDITtON �
UPPER LEVEL
HARDI PLAPIK
� CEDAR MIl1 8.25
INCH LAP SIDING
OR EQUIV.
--- � �
�
i�
�
��
I�
�
�
�ROI�T E�EUATIQI�
SCALE: 1 j4" = 1'-0"
�� `-NEW CORNER TRIM
.
� NEW ROOF �
%�''- ENTRY ROTATED
� TO SHEO AWAY
FROM DOOR
SEE A3.1
NEW 6x6 POST
C�D ENTRY
U
�
V M
�
Z � t�
� � �
W ao �
W �
Z 0 �
� N � ^
a o
W N � �
x p
Z m v Z
J �
3 0�.'.>a
W
Z o
a � �
'-' A o
� w o
q z �
A `"
� � �
a �
C� o �,
� U �
W �
� � �
E
PER�tlT:
7-17-09
REVfSED:
8-22-09
SHEET
A3.3
✓� •�t�M'r.rNh
SHERR RESIDENCE, 4257 CaL�NE D�E�T V pFt/�
��•'ai E '.
oesicN c�r�w: / U�" 0 �P s>- 0.���"
Rcof Llw Loed {Snow) `—�i1+4@� -�y
Roof Dsad Load l5 ps! " t��
Fbu Liw load 45 psf = �
Pioor D�ad loed 30 psf �� p
Dedc Uve Load 90 psf *� O
Oeck D�id Load 80 pH � •.!
Wind (3 8scond Gust) 90 rnph '% c j� i t�'
iecnr�cearoon zuo3 �' ��:s'4Mr`
�� Tr '�a���hll'
FOUNDATWN �ESIGN: ; � ; 18,°,
' . P. �n
a. FowWStion deaiprt � Ueted on an �saumW soUs bsarkp prsis�ue eapecily � t.
W 2000 pd. Atl footirps shoutd besr on urM�rbsd natusl wik or a
m� 3 kM of �ppropate Dase � deNpneO for an atlowabb be�rinC
p�wro of 2000 psl.
STRUCTt1RAL WOOD FRAAAtNG:
a. Exppt wMro noted otMrwias, atl 2" nominN lumbx, eutapt aluds. thaA l�
Douplas fi-ureh /2 aW Dstlsr, and NI soBd tlmber beum aM po�s 3"
t10mi11d end WidM fABB D0 OOlpIY6 Fif-Llfd1 i2.
b. SWds sheN be SdW prWe arW bell�r poupNa Ftr Latih or Fkm Fr.
c. Hum-up posb sAtll oo� ot Douples FF-Larch or Hem Fir f2 u bsller 2z4
cr 2x8 atuds per pWi aM atW bs naisd toyethsr wiM 2 iwrs of t8tl rwds �
B• on eaker abrq ead� wM.
d. 8uN1-up bsams conaMifq ot mu14pM 2z msrobers shaX M nNbd tope�sf
wilh two rowa of 16d naYs sp�ced at 12' on pn@sr, or witl� two �vws of 1/2"
A'mrrOx 1Mwbolb ap�osd q 2�" on aMSr.
e. Tap and Dottan plrtes aha9 be Oouq4s Fir-t.Neh w Hem Fir i2 and bMbr.
PMNS plaqd EiroeBY on oonaste w�lis a s1�W shar bs Prs�eurs-trqted
Han F'r f2.
f. VYood beams bsarMy in bskn podcsb in ooncsts or rNeary waAs aMM
baer on � YeNed 2x8 bsrkp bbtic. Pmvids X" dsusws rarW end W
wood beem. Bbck apaiut �iMs ot bsem pxwt witli ueM�d 2�c WodcMp to
provGls IaterY supporl tar Mam.
o. v�„w���a w.�.. �.�n, ,ww a��-� �a�. �a �, w.�,
Wod�inp a asa puiwlMl u mlumn above shs6 be povidW. Door «
window 4immsn conNqnG d� sinpN ahd do nM rs4� �P� ��N„
1fN joiN tp�p.
h. Except M tated olhMwiss� mfMmum MIAnQ NfWI ba pmMCsd �sapetlfied in
ths "Naileq Schsdule' an 1M A�urhps fP003 IBC TaMs 2304.9.1).
i. eoMs ueea rorvwoa earriip connsctiona snan ns InaaNsd wan sund.ra
wnhers and nu1s.
j. UMen rotsd o�siwMS. sNN comxfan wch n tho�s m�nufack��ad by Ihs
&h� Canp�rry ahNl ba utsd b join rafOSa, � or berns ro Whx
Dsems al Ilwh-Ramed andiBoTS. Up i�sd neis. Connsc0or
con�tione nol WM�wiss mbd shaH u111te typs U or type HU harqe�s M a
sixa spscifiaNp dasipnsa for the mamber aupported, u shown in 1M
menuf�ch+ror� puWbhed bbha. Contad strucluial erWinsetfordeWN u
k. � iNr pbtss insfatlstl on alsN beatM OI oonc�sM waNs iw top-tlwpa
hanpen shN bs rippw ro rtn�ch the wWM d tM rM a Wem Nnpa. Neaer
PkLes �pporffip MP Ilups A+rW�n pom ons sid� ony shW be inauped
Ilu�h wi� M�s faos of vM or Eeam Mnpe N Vis henper badot�s.
i. MandxWrod'pbb sMN De trom an approwd m�rnAadwar arW al�tll be
�qufvaknf in bad prty'vq Gpaay and delbdion dilsA9 b Bq 450 or 500
seiMS jobb in tlis tlepths end spodnps in0i�alsd 0n Ptan• Provids bbdcirW.
hrsaNp, w�eb atlrtensn �nd olhx �ocessori�s n requrod Dy 1M
manutacAKer.
m. PreASMinted trusass shH be dssipnsE by a Cobndo rpi�ed anpineer to
wPPoA 1M tup dsrd and Hve bads W ths roof, aMinO, uW any oMer
wpsrirmmpo�sa aaaa. rne awkawr snu dNSrmins ww artr�per�wnt ana
merr�ar foress. Lud tluration facbr tor mow Iwds is 1.0. CsiwMdons and
sMP �4s shoM Ds auWnilNd to tlfs archilrcVSnpi�rlbr rsvisw
priorM fabrletlion. Ths lruss rronuhGnru sh�B tpscify a0 Wsrio�trusa
oonnsclions. Txnporary and psrtrensM IaterW bndrp ot uussss NwA be i
nnaned as requind by ths tws nwwfacquar.
n. Laminried venesr IumDx (LVL) shWl havs iM toWwhp minYrWm propsrlfas:
t. flexual str�u 2600 pr
2. Moduluso(eNstietty 1,800,OODpsi
3. Tensbn pasMl W pnin 1850 pai
4. Comprossion paraNel tc pra„+ 2310 paf
5. ComprosNon P�Psrdkuiar to 9� (W� � 7� M�) —`� P�
8. HorizoM�l shsx 265 pai
7. Connedion ot m�N-msmber bwm:
A. Top-badW beems
i) For membe�a 12' desp a lass, nW wch �to 1hs
nsx! wqh 2 rows of 18d mas at 12" o.a
ff)� Fa mambrrs yroata� tl�en 72" deep, n�p ud� rtiember b
Ms next wiM 3 rows o118d ndb at 1T o.a
�lo�dW beams
�q �a' Mo a tluae mertiWr bsarta, rw6 each rt�mbsr to Ms
nezt wilh 3 rows d 18d n�Ns tl 1Y o.c.
� �or four msmhx beams, bolt tlxouph wah 2 �vws ot 1/2"
wa
� • ;4irmsMr boM� �t tr o.a
IhS� '+For memW�s Wnwthq of mas tlian tour mernDSn,
t" : contstt str�cWral �rryhber.
�in wnstn�etlon sRai Mve t m�imum rtwiadne eor�M d
np NWea:
Exterbr wraYS:
A. /J s#erior wrYs aro 2x6 sluds � 18° o.a lo a mtxknum helpAt
w�r�s^, a�e a�,as ��r o.n a. m.�mrwm ne�m a u�a•,
�M (2}2x8 sWds � t8' a s rtwrirtWm MIpM of 7T�• uMsaa
othm`iss nWeA. Wds taqsr Ihm 1T,4" N�eN be fiam�! wah
m�nufadurod parrWm sWds, coMed erqX+ssrfu spacinp
�ss
+e9uiromsnfs, H rat hNulsd on phn. Gp wdh a doubls bp
p1aM insUMsd to provide ov�AappYtp tl comsis aM �t
imenectlona witl� otlier putitiom. n overMp a na po�abb�
strsP toP WsMS wdh mstN str� 8ss (ShnDwn 9T2B2 or
��)•
B. GaDle<nd w�alk shM bs bapoon-hamed W Me bdlan af rallsrs
a ane-v�N �unss uMsss apqoved by enpiieer.
C. fbor or �oof framirp m�mbers must b� afgnsd to beu wNldn 5
intlMS of ttfs ahWS bene�M.
D. ProvW� 7118" thidc APA raled shsNhHp (plywootl a OSB) rated
24f18. s�owrs 1, tl ezM�fon c�e of sxMrbr wab. &odc M
hoAzonW joi�b uid naM p�nMs wMh 8d naNs sp�ced W 8" abrp
p�.�.a0s.a�a.e �r.w�p Feem,wre.:upport..
E. p�oviM (3}2u70 M�Cers ovar aM door and riWow openY�pa,
w4h ons Z� trimnar md am Dc8 kLq atud sxh and� unbss
otl�enrfk fndMyled.
F. At bsam bpArp bcatioro in shd wepa, provW� muMipb-skW
v� ww� ro widm a esaPoq memwr unlsas mroa oN,srnise.
����:
A. InMrior bad WaNq wNls aro 2x4 w 2�6 shrM (u indinNd on
DMn) � 18" o.c. wGh tn^ yYpwrn vaMbwid bmh Ndes uMsas
nd�d oMawise. Cap wkh a EoubN lop pWS inshMd b pmvids
ovsAppirp H aomen and at int�nectlons wYh otl�x prliYoru.
If ovsrMp b not P�s�. �P �D P4rt�s v� msltl stap tles
r
(S(mPton ST292 orequfvaknt).
B. Fbor w root haMnp membsn rtwsl M alipnstl W bsu wW�n 6
irKJfss W tlro sluds bsnsath.
C. ProvkM t2}-2u10 heWers over H op�nhps in wal, wNh one 2x4
or 2x8 trirtm�sr and ene 2x4 or 2� kMp slud md� end, urdeu
q
nWd oMsnvias.
D. At bsam ba+Mq bcatiom in Yud walb, Wovide m�pls+Wtl
v�* �a+r ro wiah or wadnp m.mbsr unkss no�d otl�xwbe.
Fborf.anWUCtion:
A. ProvBds 3M" tlddc APA raNd SIUMMOOr nted rt 24' o.a. tapus
arW proove, axposuro 1. C�ue ard naN perob b ai wppoAs
witl� &! rais ap�oW at 8" ab� purol edpas �nd �t 12" abrg
kder�tls wpports. �nstn� shs�thirp wMh brp dkrbndon
perpsndiwlarto joi�ts aM e�W joinb Wppsisd.
B. Piovids soNd bbdciny bsNroen lborjobb �l A bs�rYp
loqtbns. Bbekhp rrntsriN at�r! rtat�h tlis Soor jdN ma�riW.
Rool Cons6uction:
A. ProvkN 3/8" tlYdc APA plyw0od ehsMinp ialetl �0/20, e�cwis
1. InshY sheMMnq vNth bnp dMendon perpsndiaYar b rdlers
or Wsees ana erM joY� stayperW. NaN wiM Se nNb sppced
�t 8" abnp pansl stlpss md N tt' rap hlenrbdWe supports.
B, Pywood d�al'�in0 sMM bs appMsd aorMNUmuey over 9�e
pAmary rootrromben (raMra a trussas) bslow ov�Kramsd
arsn to provMe WequaM 1�1an1 aubiNty.
c. Pmvas wlnahs�rt:c anawrs u wppom rcr aN mor jofNS and
Wfsad raMra. Sss n�iprq aduduk.
afte a
D. Provids sd'M Wodcey WFreen roof retNa, Yusfes and IodcaAs
at NI beaitnp Wutions. Blockk�p materW ahaN rtrtdi raRx,
Uuss diontl, or bokout nwleiitl.
Wefd BneYfp:
A. WWN owr 4 fest bnp which aro ahe�tl�x! wph pypwm
wa�wM on lwa, rsus s�a ere indicatea.s sn.0 waMs on
pNn hove Deen AssipMd to r�hf vdnd torces in axaremea
h ve
wNh TabN 2306.4.5 ot tha 20D3 �BC.
9. ne snw w.u, scew 1�r gypsurn wubwro w ax �.na m
sop ana eoaom v� w�m Re x>»e^ aywau w.WS n r
+rq�xhwm ep�rirq.
C. Extwior pywood a OS@ wep Y�eaUdnp b roqu6sd unbaa
spsdflapy dekbd by �nph�sr.
9TRUCTURAL STEEL•
.. suucaHa� s� anae es deuwd, raw+ceew ane e�xbe �n.�o■� �m
tl�a most wrteM Mdbns oi A18C SpedRcatlons md Cods ot &arWard
aracUcs.
b. StruduM sMM W th�pa� stuN M ASTM A9B2. OMsr �oMSd fMPe+.
MduWrq pdbs md �npNs ahtl be A87M A38. TuM �h�es sh�p bs A8TM
A800 ynds B. Pip�s shaB bs ASTAA A53 prads B ar ASTM A501.
c. Tube shapss �re �dual ain as apedfisd an p�n. Pfps aass ndluted on
plan as rrominel (appmdmals insWs diren��M md rotsr to AISC piPe
schs�ro dNnandorus
d. AN boks uasd h slsel haminp sha� eonfoim 2o A6lM Spsdlkalfon A325.
Anchw bops and DoNs uaed 'n tlmber conn�dions mey be ASTTA A307. Bolt
aius shal M 314" diemsbr uMeas noled otlisiwise.
e. TypiW Oart»E be�m connocfions shaM oondrt ot prirs of 1M' apies uunp
tM mWrtxun number of bdk nNsd for a� Tabk IFA of tlro AtSC MerwN
(ASD NinM Edidon).
f. 6qfmsion boMs NuA bs wedpe type "FNRP' a"RawY' or "Sirtpson", a
appmved eqWvakM wiM Me blawinq rttwnum embadmsMS:
�n•diamecar—z 1rr
5/8" diamsNr— 3'
3/4" diemeter— 4'
p. Epoxy anetais cNbd (ar on ihe dravrkps shaq bs "EPooM or "f2awl" or
'Simpson' ot approwd squlvWnt mCha aYslsma. AAinimwn embsMwMa,
ff no1 apedAnly indkatsd on Ma drawt�ps. �AaM bs �000rdinp ro the
manu(ecwrots apedReatlon�.
h. AY weWMp sheA bs dons by an AWS qutlifiM weMer.
i. Delay pain&q w�tllin 3' ot MM weWs uMl welds ars aomplste0.
j. WM�s oortoslW soil mrMitlons exiri, ab�l anpfss M�t aro uaad b support
sxbrbr sions wn�er ahaN be palvani�ed arM eh�ll be alf�hsA to U+s
foundaGon wilh yNwrrizsd or sWnleu stsN axpmNon anchon.
k. A1 prout Dsnssth cdumn bas pl�tss arM atesl bsNrr at bs�Anp sNM bs
narahrink� nornmetawe HPe ymut. OmW slal Mw � rtinimum
wrn�ns..ive wm,yu, a2soo psf.
GENERAL RE�IAREMENT3:
�. StruchiM snctlon �nd badng: Ths sWduM M�winps MustaM Iha
eomqtled svueluro wllh NI Nxnsnfs M MeirliMl poaftlona� P��N
auppoM1ed uM brrosd. lTs oonUacbr� in Ma qopsr aequence. eh�B
Drovks �wMro and bnacq u mry bs raquirod du�irp consmwtion �
uhisve px AnN canPM�ed strucluro. Contfd sM�cWnl erqinex for
Conaukttio� (nd M cOMrW) as roquisd.
b. Shop drawinpt: 8ubmit ahop and aiectlon drawMps for atruc�ral �sel,
mMosNanaau atsM� ateN joists ud pid�rt� aMM dsdc� rtrwrwY niMontlrp
stsd� vMDnd Ws�sa� mu+uhlctund v.00d Johts arM piw-IMn beams b
erpinser for revisw prbr b hbrkelWn. This isvNw b for OerNnl aanprw�os
wYh 1As ime�A or uis shucturN asipn. The archNeel and/a wnhaGOr aro
rosponsible Por disdcin0 9ur+ti6es, dinxnaions and wadfnelbn wMh dMr
t�tAOS.
o. E�Fp sN,qurss: c«w.aor d,� ee rsspons�is tor ve�fykp amsraia�s�
elsvatlona� lnmin0, (oundetion and rMtAinp elw tlwt m�y NroG Me wak
shown on th� drar�inOs• UndMpin�ino, shorinp and bradnG aa�s6q
stuchxss #�NI bs tM rosporaiWp'ty M tM contrwkr.
d. D§nsnsions Chedc MI dimemions apeirrel ��ctd�ural drawkps pior W
consWdion. Do not rats diawirpa.
s. CanNn�on pndiaa: Ge�rorN coMrsdor u nsponalbM for mewn,
msthods� tsdmWuss� ssquencw wi woosduros br mnsM+mo� ot Cdt
P�1� NoGfY sGudural snpineer o/ ami�sbns or aoM�ls WMasn 1he
wakirp drewinya u�d Wstinp condMions. Coo�u nquksmsmsfor
tneCh�McaVdscbiulfphmbin0 P��� �+Yh atrt�tlura� elamanb with
sbucturW enanssr. Jobrb asfey w Nx sofs �ssponsibRly of tlie c�kador.
A1 rtMlwds uasd for aonekuctlm sh�R bs fn aceoManos wBh tl�s hNet
editions M fhs tBClIRC.
f. Dsteis not apetific�Ny ehown on the drrxMqs riaM M wnaUUCted in a
mvin�r siMW ro tl�s Ntails that ars snam br 6ke wndXiona. TMx �ra
v
alal ba broupM to ths en�ntion af tlro a6udural erqhber as aoon as
poadble br approvtl. Appmwl shatl bs obtainsd piiof to YufaAatlOn.
p. tt w a,. na�wrwbWl�r a n,s oontrxtorlo oonUa n» swaurd anpineer n
ths �PPioprieh IYne M pMonn s�7e ob�enaions vkki Obasrvatlon vNitt to
tfa jobtlM by Ihs afpinser m 4or delerminstlon M perwN c�r�ortMna wMh
Me construdia� doam�snts arul �he0 not W construed as imped'wn.
u
h. Thouph wsry dbn b rtnM to provids s amptsN rnd dsr set of
conskudlon doamsMs, d'aaspmoM or omieebns rtry occw. ReWse ol
ttrose Qrawirqs uNicpates cooparrtlon and oondnusd commuNea6on
nstween u�. sontracmr. amnl�Ct ana erqinee. a qowds u,s eea pos.in�e
sduUUrs. Tt»ae dtavdrps hws been preparsd tor tM uss ot s qw�fied
contntfor expeda�asA in ths conslnictbn MMniqun ard sy�Nms dePiceeO•
U
�
Z ,°�� u�i
� �O Ln
W ��
l.L.f .�
Z o �
(� N Q ^
Q Q
W N OJ °v'
X Q
� m V tiI
Z � Z
3 O
W a > a
� � �
� a a�
E-� A °a
M�i W �
az U
� ��
�
a'' C (�y
� � 0
W �
� � �
V � E,,,�
PERMiT:
7-17—�9
SHEET
� ,. _ _ _ _ _
(E)-DECK
(E)-DECK
i�
i�
��
1t
'�
��
�I
��
��
��
i� LlNE OF EXIST. HOUSE
I�
1�
I�
I�
�-� -_____-, r-
LINE OF NEW SHED � r
RooF - aev. ---.�� I �
DELETED ��.-v--�--�_ �°
NEW ST
, ,
( --_ '� DN.
��' L
CO . PIER
� REINF� DECK ~
� 8 AS N D ��
_��--��--��--�_
�;�ilINW
'���� N . E W J �'�•'
,,..,..r
���k, •• . � q£a � � +�
v ^�
'� `s
.y;��
s
o �j r:U�
y:9 �., ; 3
T ��,.' �' i �` 1
• � . • 'tr' .
F�S • T ��;s' (j1e 1'� J��'�� .t�
� '*; t •.���+ �� +c
�b� O ►" �% �-
UNE QF EXIST. HOUSE
LINE OF EXIST. G�UE-LAM - ABV.
VERIFY BEAM SIZE
�- EXIST. EXT. WALL (A60VE)
(E)-KI7CHEN
8'-! 3/4' 8'-1 3/4'
16'-3 5/8'
MAIN LEVEL FLOOR FRAMING �
SCALE: 1 /4° = t'-0" PLAN
NORTH
U
�
W
W
C9
Z
�
w
Z
�
�
A
�
�
�
�
� M
� �
� �
ao �
rn
�
rn
N� ^
Q
O
x O ��..
m v w
J Z
o Q =
a > a
�
A
w
�
�
..�a
O
U
�
�
�
d�
PERMIT:
7-17-09
REVtSED
8-22-09
SHEET
O
�
a
0
U
a
y
w
O
O
H
• x
yr-.• ..,, -., �,� � I' t I t I I 1 1 1 I 1 I I 1� ( 1
�`���`�''s�`�'��`'%�= ' �----- LL1J.J_I_I_ t_LL1.�'1'1 i) (I
� `�.tit�` �l�ri �. .. '
' � i ii ii
: • � � ii
,=� ��Sb� +�*�i I I� IL___ ___-_ _JI
I I � lr-- -�r-- --�I
�, ,�`'� C � �� �i il !I I�
" G�o i i� �----,� �� �5 �
� � �i
I II �� II 14
I ll �� !I II
' �� 'I `(f ��
� �� '� 'f ��
� I� �� �� II
� i� �� �� II
I II �� II II
I I� �� �� !I
I �� il
NEW SHED ROOF � � � (E}-CHIMNEY � ( �
ENTRY ROTATED TO I � I I I I � �
SHED AWAY FROM ( LI__ _ _ _ _ _ _. — _ T _1 �" — — — -j I EXIST. 6EAM - BELOW � �
KITCHEN DOOR. i O � j i SEE S-7 � �
(SEE: A3.1)
! ----��- --- --- 11
--� - - � -L� - -�__ �(� - - - - - -- - I �
�� 2x8 RAFTER W/ 5 j16" � ; RE OVE (E) EXT
DIA. ANCHORS � 2x WA L A OVE �•I
� STAGGERED � 16" o.c. � I � ( �
� 2x8 LEDGER{S} W/ '
�II
5/8" DlA. ANCHORS � � I � 2x1 D� 6' o c. i�i
'� STAGGERED � 16" o.c. _ _ _ _ — — _ — —�
� � � ---- — — — ----
NEW SHED ROOF OVER � �
, EN7RY 2x8s t�D 16" o.c. ��� 2x10 DF RIM
�AQD 4x4 ANGLE BRACKET � L----------------
,w/ 5/8° DtA LAG � EA. ENQ r
/
�--�--�--�"�
UPPER FLO�R FRAMING PLAN �
SCALE: 1 /4" = 1'-0" PLAN
NORTH
U
�
� � M
z �, �
� ��
w �o �,
w �
rn
C� N ° ^
¢ o
W x O �
C� m � Z
Z �
3 0
W d > a
Z � o
0 a �
C--f A a
A �' �
A'"
� � �
�
Qi o �,,
Q� V O
W �
� � �
PERMIT:
�—»—os
Rf V1SED
8-22-09
SHEET
� . _ _ _ _.
NOTE: NOT ALL aF 1HESE C01�lECTOkS MAY BE USED
ALT. MAMUF. � EQIHV. SMES MAY � SUBS71N7ED
REMOVE BRICK
CHIMNEY ABOVE
ROOF LiNE
WF-12x22 MOVED APPROX.
12" & SUPPORTED ON ONE
END BY EXISTING MASONARY. I
� � ��
�
�� LINE OF NEW SHED
ROOF � ENTRY
(BE�OW} ROTATED �
� TO SHED AWAY �
�FROM KITCHEN
DOOR. (SEE ,�
; SHEET S3.) �
s4`��0�`RG� �� ��''����s
a� �;'�.'� F� .�'� `s
� • F
.. .
. •` •.
♦ ■ � �y[ 4
�Q • '" J
EXIST. 2:12 !�(��./{� �f���'Y�j_ . `�' .
F /`� �y«� ��� ��:
' : �'= .:nti `'--
ROOF SHEATHING IS 5/8" APA RATED
SHEATHtNG, EXP.1 � SPAN RATING 4Q/20.
2x4 BEVE�ED R{M
��
-- - -� ��_ �
QM 2x8 BEVE D
g�,—� WF 12x2
il�
�I�
N � �
� I
�' — —
0
1
24" o.c. - �_�
RIM � \
2 � � � — ��
- - _ - � -�/
�}
a�
N� jl
�,;'�v' �I
�
� � �, , . . «'���
� �
� ' � �
Zx12 SUB—FACIA (TYP}
�__�---� ROOF FRAMING PLAN �
SCALE: 1 /4" = 1'-0" PLAN
NORTH
�
U
C
Z 00 �n
' r
� � l:i
W ao �
W .�
Z O �
C� N ° ''•
Z °
W N O rn
x o
� m � w
Z J Z
3 0
W Q > a
Z � O
� a �
q o
� w o
q z �
�~ �3
aa
� �
� �
� U �"
0
W �
� � �
H
PERMtT:
7-17-09
REVISED
8-22-09
SHEET
i _ _ __
NEW EXT. Zx6
FRAMED WALL
EXT. 2x6 FRAMED
WALL (E) '
1�
5
� — DETAIL: S-6
/ 12
� 2 ''— — —� � 2 �
0.5 ( 1 ___—�--�
i
�Z z I
s �� 'sN�
�o p W ;o X �
W
I
I
REAR E�
SCALE: 1 /4" = 1'--0"
VERfFY EXISTING
STRUCTURAL FRAMING
VERIFY & REPLACE
— T� ACCOMODATE
NEW FL.00R SYSTEM
� ,� VERIFY EXISTING
STRUCTURAL FRAMING
I
I
I
I
EUATI01� SEC
��
I
I
i
�
i
i
�
� ; !� �'�%,,
;�..... �
�`,,���.�;F: �.
.
� -- -=
'�-+:�R�� .:' �
' � •••....-aa
t . {.'t.-�,n��,M"'►'�
TI 0 I�
�
� M
Z ,°n° �n
cn ''
� �
w �o �,
w ,�
z o �
C? cc°v °Q o
WN O v
x �
� °D U z
Z � o
� a > a
W
Z � o
O a �
E-+ A °a
� w o
q z �
� � �
� �
� o w
� � o
W �
� � �
E
PERAdIT:
7-17-09
REVtSED
8-22-09
SNEET
,.�'"` _ : _
_ _, , �
0
5/8" PLY. SHEATHING
2x4 ROOF RAFTER OVER
FRAMlNG � 24" o.c. (N)
O
� � �
���
r
1 _-
L — -'
_-
2x12 ROOF RAFTER
� 24" o.c. (N)
CORNER POST (E) BEYOND
(� EA. END OF W12x22)
�.:: �_ f,
a
�b • •
e� � S� �
s° 2 �%y..
�.� i w �►� "
��r's'� .,�,�'•' L1 !�
F ���•:::�+'��,`•°��.
'�i,� F C r�; O �'
t.L,t��.,Y'
SUITABLE FLASHING
�i�
2x8 ROOF RAFTER (E)
2x8 RIM (N)
W12x22 (N)
CONNEC170N SCHEOUIE LOCA710N / USAGE
� SI�APSON H2.5A or EQUtV. SND TO PLATE/RAFTER
Q SiMPSON A23 or EQWV. RT. ANGLE (18 GA.) PLATE TO JOIST
CQ SIMPSON L70 7° SKEWABLE AN(�.E
Q SIMPSON ABU66 6X6 POST BASE
Q SIMPSON EPC66 6X6 POST CAP (END)
QF SIMPSON PC66 6X6 i'OST CAP (Ml0—SPAN)
Q SIMPSON 18212 or EQUIV. 2x12 TOP FLANGE
Q SIMPS�1 LSS1128 2x8 SLOPED RAFTER
�i SIMPSON LU28 or LUS28 2X8 DECK FACE MOUNT
QJ SiMPSON LUC26Z 2X8 DECK (CONCEALEO)
� SiMPSON HUC66 6x6 DROPPED BEAM CONCEALED
� FACE or T� NAILED USE APPROPRIATE SIZE NAILS
NOTE: NOT ALL OF 1NESE CONNECTORS MAY 8E USED
ALT. MANUF. & Et�tJtV. SMES MAY BE SUBSTITUTED
S--S: ROOF DETAIL SECTION
SCALE: 1" = 1'-0"
U
C
Z ,°n� �
� � �
W aQ �
W �
Z O �
� � Q o
�J.� N � �
X �
�i m U t�.j
Z � Z
� O
W a > a
Z � o
a
� �
A �
f—�+ W O
q z v
� � a
7
� U �'
O
w �
� � �
PERMIT:
7-17-09
REVISED
8-22-09
SNEET
� __ _ _ _ . .
i I �
� � �
� � �� �� �
� � �� �� �
( ! �� �� �
� � II �� �
� � II 11 �
� II
j f il ji j
� � I I EXlST. BEAM - BELOW � � �
� ( � � CUT TO FIT IN F100R ( � �
� � � � SYSTEM (5-1 /8"x9-1 /8" " f
j GLULAM)
1 ------------T JL----j) ADD �"x8" STEEL PLATE �� i
V �� SANDWfCHED W/ ADD1TlONA
� � �� 5-1 /8"x9-1 /8" GLU�AM � � I
I I -------- �i '
I -----��- _ I
L------------1._ - -- - - i 1
I UT EXIS ING J01 S I � I
� l �A CCA D J ST ITC I I I
� � AN ERS I� �
` � x10 DF 1' o. .(E I�� �
� �I I �
---�-�— — —.—.— _� 1
— — ( 2x10 D� RIM I
�-------------------------�
FLITCH PLATE BEAM:
(2): 5-1 f8"x9-1 /8"GLULAM W/
3/8"x8" STEEL PLATE
FASTENED AT TOP W/ 5/8"X1 �"
LAGS C� 16" o.c. AND AT BOTTOM
W/ 5/8"X10" LAGS @ 32"o.c.
�R�.ST�EWi�'y
P_ �.'�"' 9FO ;�'
tS '
� W. •
� =4
l :R, .�`: ` �
. �.
'�.' �Ob�: :�'Q, �'
�: ••...•• ��
� ''= C7� ;Y
r�. ,
. -,�.-
�=�f�
U
�
Z ° �
� � �
w �o �,
w �
0
rn
C� N °a v
Z
W x O v
C� m v �;.i
Z J Z
� O
W �- � �-
Z � O
O a �
q o
A W o
U
� a
� � �
�
� U �"
0
W �
�
� � F
PERMtT:
7-17-09
REVISED
8-22-09
SHEET
JV O TE: THIS PERMI T MUS T BE POS TED ON JOBSITE A T
.�
�nw�o�vn� •
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970-479-2139 f. 970.479.2452 inspections. 970.479.2149
MECHANICAL PERMIT
AMF
Job Address: 4247 COLUMBINE DR VAIL
Location.....: UNIT 17
Parcel No...: 210112214017
OWNER SHERR, HOWARD P. & VIRGINIA 12/11/2009
210 SUMMIT BLVD
ENGLEWOOD
CO 80110
APPLICANT SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
CONTRACTOR SKYLINE MECHANICAL
P.O. BOX 1258
GYPSUM
CO 81637
License: 121-M
Desciption: REPLACE WATER HEATER
Valuation: $2,000.00
12/11/2009 Phone:970-524-6809
12/11/2009 Phone:970-524-6809
ALL TIMES
Permit #: M09-0268
Project #: PRJ08-0037
Status . . . : ISSUED
Applied . . : 12/11/2009
Issued . . : 12/14/2009
Expires . .: O6/12/2010
...,.....:,....*.�,t«,�.��...,.............,........,..........,....,�.......�.......,..,.FEE SUMMARY...*...,.......� .............«.,,........�..........�,..........................�.•.�.»..
Mechanical Permit Fee---> $40.00 Will Call------------> $4.00 Total Calculated Fees---> $54.00
Plan Check-------------------> $10.00 Use Tax Fee------> $0.00 Additional Fees-----------> $0.00
Investigation-----------------> $0.00 TOTAL PERMIT FEE---> �54.00
Total Calculated Fees--> $54.00 Payments-----------------> $54.00
BALANCE DUE---------> $0.00
*iRRt#f**Ri*Ytftf4****YtYe****'ktfk*#iRf4fF**f R*f4M*#*1<t*!*}*At!!*Yt*****Yt***i**fhitf�#t**4�kt#f #►*Ri**/f4fF#f►*Ye#tt!*Rt4tY*f*ftt****►*##4#*f4***fR****R#*1f4RtfRtt}tfF*#itt#*rtf4ie**1frA*iH4tRA*i#*RA#*QtR1fF*#####►}**R
APPROVALS
Item: 05100 BUILDING DEPARTMENT
12/11/2009j1e Action:AP
...:...�....*,...:x,�............:...ti...,..«...*.........�.�..*« ..................,t..........,�...:.......,,..».........,�.:....,�......*.......*........::::�,.....�......:..»..........,�.......
CONDITION OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
Cond: 22
(BLDG.): COMBUSTION AIR IS REQUIRED PER CHAPTER 7 OF THE 2003 IMC AND SECTION
304 OF THE 2003 IFGC AS MODIFIED BY TOWN OF VAIL.
Cond: 23
(BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND
CHAPTER 10 OF THE 2003 IMC.
Cond: 25
(BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC.
Cond: 29
(BLDG.): ACCESS TO MECHANICAL EQUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003
IMC AND CHAPTER 3 OF THE 2003 IFGC..
Cond: 31
(BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNLESS
LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING.
Cond: 32 -
(BLDG.): PERMIT,PLANS AND CODE ANALYSIS MUST BE POSTED IN MECHANICAL ROOM PRIOR
TO AN INSPECTION REQUEST.
Cond: 30
(BLDG.): BOILER ROOMS SHALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED
MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004.6.
......................,...............«:.::........*.«...#.,.»....,................,.,................................«.....:...:�*...»....,........,..,.......,t..��...............,......,��.......
DECLARATIONS
m e ch ca n i ca I_pe rm it_041908
I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information
as required is correct. 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 towns 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 8:0(
AM - 4 PM. i . „
`� Signature of Owner or�Gontractor
�u�� C V�4.SrLv2 '�2
Print Name
mech canical_permit_041908
�2 'ly`o 9
Date
*****+****************�*******�**********************�********�********�***********�********
TOWN OF VAIL, COLORADO Statement
*****************************+*****�********+********�*****+**************+*****************
Statement Number: R090001768 Amount: $54.00 12/14/200910:18 AM
Payment Method: Check Init: SAB
Notation: 16045 SKYLINE
MECHANICAL
-----------------------------------------------------------
Permit No: M09-0268 Type: MECHANICAL PERMIT
Parcel No: 2101-122-1401-7
Site Address: 4247 COLUMBINE DR VAIL
Location: UNIT 17
Total Fees: $54.00
This Payment: $54.00 Total ALL Pmts: $54.00
Balance: $0.00
**************�*********************************�**�****************************************
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
----------- ------------------------------ ------------
MP 00100003111100 MECHANICAL PERMIT FEES 40.00
PF 00100003112300 PLAN CHECK FEES 10.00
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
----------------------------------------------------------------
Dec 11 2009 1:52PM Skyline Mechanical, Inc. 9705246810
p.l
��c.nAn�jcA1. pERMIT
° ���� R�m �l�k/Plan with Dimenslons .
o Combustlon Alr Duct Size and Lxation
o Rue or Vent Slze
o Gas Pipin9 Plan (� applica6le]
o Heat Loss Calalatlons*
a Equipment CUt Sheets for BolleyFvrnaae
'`��q�d liar same sifre rBTt/) bmler rqpl�p�enc wim no system
d�a►�, ar snow mdlt
.... .... ... .....
���t�si»se Add.e.:: `
—c o L� � hl..�r.c �o u�:
� Project #. ^ ���j �
(Numbs� (Strvst) (Sults �I)
Buildng Permit # �' - �'�f �� �
'Buildlnp/ComplexName: B�� �ia�fV Ti �,�n i � �
Mechanical Permit �; �-
o Equipment Cut Sheets for Flreplaces/Log Sets �
(P9anufacturer's info showing make, model & approval Nsting)
r � g_ pQ_
� ���
. _ �'FO
O
Contracbor Intorma on; � Lot #; Bbdc # Subdivision:
: ��,p�,y: ' r� <.�,� � �
� Company Addre�: %� L� A�Q ,� Q� ��Rs Detafled Descriptlon of Work: _ L'C,dfc� 2�'a����
� C� � Y� �:� �''�' Staie: �_ Zip;-GLL12.Z � � e/r a t! aC /�. e /,� � �
Y /�, Ce flcP-C.�%��
; Contact Name: �G{ �•���lJ�( /� �
� contact Phone: 9 0�-��? b" � So�I�C -��te 9
�_ (uss additbnal aheet N necessaryj
i E �i 7'c.csti.v � S'�c%L�.v,�e�f�/l,�u/ �`
'b C3es Piping Induded
� Town of Vail Contracbr ist�ation No: � f
� 07 � C3as Piping by Others
. o Wood to C3as Fireplaoe Conversion
I Co I�uturo (roqulrod) 8oiler Loc�tion: . .
roPenY Infom�atio I .. . Interio� c3(j Exterior (] Othe► O
Patc�l �; _� �� l� '�' C% �� Number of Ex(sting Flreplaceg:
�(For parr�! �, cwrrtact Eapk Courky Asaeasors prryoe at 970-328-8840 or Gas Applfances � Gas Logs
vWt www.eaBlscolmKudPatie)
, Tenant Nama:
� (Cornmer�l 1 Properiiea)
: Chuner Name: � �q������r ,. _
; Complete Valuatlon for MedianiCal Permit: .. .
; Mecharucal 3: dQ
Number oi Proposed Fireplaces:
Gaa Appliances � Ges Loga
1'Ypa Qf Bullding:
Wood/Pellet
Wood/PeJlet . ,
� Singfe-Famlly ( ) puplex { ) Muiti•Family f�l. Commeraal ( )
� Restaurant ( ) Other ( ) �
Dato Rocelvad:
� �nsura nc� e�� �
�5� �
p C'C�CD�C�
� DEC 11 2009
TOWN OF VAI
NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES
:
�nw�o�vn¢ •
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139 f. 970.479.2452 inspections 970.479.2149
ELECTRICAL PERMIT Permit #: E09-0141
ADUP
Job Address:
Location.....:
Parcel No...:
4247 COLUMBINE DR VAIL
210112214017
OWNER SHERR, HOWARD P.
210 SUMMIT BLVD
ENGLEWOOD
CO 80110
APPLICANT NATIVE ELECTRIC
EAGLE
CO 81631
License: 143-E
CONTRACTOR NATIVE ELECTRIC
EAGLE
CO 81631
License: 143-E
& VIRGINIA 08/25/2009
08/25/2009 Phone:970-328-1293
08/25/2009 Phone:970-328-1293
Desciption: WIRING AND LIGHTING FOR REMODEL
Valuation: $1,000.00 Square feet: 192
Project #:
Status . . . :
Applied . . :
Issued . . .
Expires . .:
PRJ08-0037
ISSUED
08/25/2009
08/26/2009
02/22/2010
...,...*.*...**.....*..�«„*.*,,,..***«.*.***..,.*.....*.».*«,...,�*«*..*., FEE SUMMARY ...*.«...«.,.*,.«�**.,.«..*«*««.*«*..**«.*.*,,,.«�..,..««..*,.*..,..**�...«*.�..
Electrical Permit Fee---------> $51.75 Total Calculated Fees--> $55.75
Investigation Fee--------------> $0.00 Additional Fees----------> $0.00
Will Call Fee--------------------> $4.00
Use Tax Fee-------------------> $0.00 TOTAL PERMIT FEE---> $55.75
Total Calculated Fees-------> $55.75 Payments-----------------> $55.75
BALANCE DUE----------> $0.00
..*.....,*..,...,*«....«�****....***.,.,.«*....,.«.*,.**.....«,,,.****«*.,.«.*..,.*,,......,....«.»..««....*....«.*..,�«,.....«,....**....**.*...«.....***.....�,.*...,,.�..*.,...,�..,.,
APPROVALS
Item: 06000 ELECTRICAL DEPARTMENT
08/25/2009 JLE Action: AP
*,,.*..,....,,..*,,.....«*.*,,,.«,..*.,.*..*,..,...,�««..,.,....,�*,,..«...««,..,,..*�.......,..*.*.**..«*.......,�.....,,*«,...*,.**.*..***»*„*..........,,.*«...,..«..,...,«*#*...,,*.�.**.,.#.
CONDITIONS OF APPROVAL
Cond: 12
(BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE.
**«*.,.«««*...,*...**«*..,..,*,.**,.*....,..«.*.,..,.......**..,,.*..**�.**..,.«.,......*..*,...«.«..«.�,...*.*.*..*..*....,....*»«*...*,.,,,.*...,..*«,..*..*«.*.,...,...t.,*.,....,.*...*„«..
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
all the information as required is correct. 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 towns 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 �VI - 4 PM.
of Owner or
Print
elec_prm_041908
� —Z.(� -o %
Date
�****************�***************�************�***************************************��****
TOWN OF VAIL, COLORADO Statement
*******�******r******************�*****+******�*********�**�**+******+******�************�*�
Statement Number: R090001075 Amount: $55.75 08/26/200911:19 AM
Payment Method: Check Init: LC
Notation: #6860/NATIVE
ELECTRIC
----------------------------------------------------------------
Permit No: E09-0141 Type: ELECTRICAL PERMIT
Parcel No: 2101-122-1401-7
Site Address: 4247 COLUMBINE DR VAIL
Location:
Total Fees: $55.75
This Payment: $55.75 Total ALL Pmts: $55.75
Balance: $0.00
*****************�********��*****�*********�*****************�****************************�*
ACCOUNT ITEM LIST:
Account Code Description Current Pmts
------------------ ------------------------------ ------------
EP 00100003111100 ELECTRICAL PERMIT FEES 51.75
WC 00100003112800 WILL CALL INSPECTION FEE 4.00
------------------------------------------------------------------------
� FROM :
�
�
FAX N0. :
Aug.21 2009 03:38PM P2
� ELECTRICAL P�RMIT APPLICATION
Addr�ss
�7 CC�tJ��'�1S��t/8 1h� {�� c�
Information
� Co�parry:T�tVL 'C(,�•(.tL �"� G .
i� Co pany Add�ess: �•0� ��?C �$ p'�%
cib: ���'� state: �Zip: SI �3 I
Corrtact Name: �C�tri.., ��, j��Z.,y,,p
�� Contact Ph: _ ��p� �--�–+ s,�•..,�
E-Mail:
Town of Vsil
p��a �: _ �'� � - Dt'� 3 �
Building Permit #: _ � p �--%i / ?8 „
Elecfical Permit#: Qq ����
Detailed Description of Work:
! �rl. _ / /i � � �
;�, �
���V� C41�el�'�o-t
(Use additional sheet if necessary)
° --- �-- —' � COMPLETE S0. FOOTAGE FOR AREq OF WORK AND
� VALUATION OF WORK (Labcr 8� I1Aa(�erian
: Signa �A (required) Amoun! of SQ Ft �_2.
InFonriadon
Electrical $ __ 1 gp� '''"
Ps�#: _ 2�o tt 2.2 r�6 i�
Legal DescripNon: Lot # Blk #
Subdivision: � ��`
Job Name: n L �� .
,. .
Owner Name: _ n � vJK„L (�
Mailing Adc�ress: �La s�.i..,, i/ �� L'p
(For Parrsl � Contact Ee91e Cpunly asse6sors Offlce at 970-328-8640 or vlsh
www.eaglecounty.us/patie)
Architect ( ) Designer ( ) Engineer ( )
Name:
Phone:
Fax:
E-Mail:
�-�.��
wa* ci�:
New ( ) •Addition.�'Remodel (rj"Repair ( ) Other ( )
Building Type:
Single�Family ( ) Two-Family f� Multi-Family ( )
Commerasl ( ) Townhome ( ) Othe� ( ) .
Date Recenred:
� � � � V �
D �
AUG 2 4 2009
TOWN OF VAIL
M09-0268: Entries for Item:390 - MECH-Final 12:11 01/22/2013
Action Comments By Date Unique_
Ke
CR 1) REMOVE DIRT FROM BASE OF 2X cg 04/01/2010 A000132
WOOD WATER HEATER SUPPORT IN 133
CRAWL SPACE
2) INSTALL BIRD SCREEN ON EXHAUST
VENT
3 PAINT PVC VENT ON EXTERIOR
AP MD 04/19/2012 A000150
150
Total Rows: 2
Page 1
,
03-30-2010 Inspection Request Reporting Page 12
7:47 am Vail,� _ Citv pf
Requested Inspect Date: Tuesday, March 30, 2010
Inspection Area: SH
Site Address: 4257 COLUMBINE DR VAIL
A/P/D Information
Activity: E09-0141 Type: B-ELEC Sub Type: ADUP
Const Type: Occupanc�y: Use:
Owner: SHERR, HOWARD P. & VIRGINIA C.
Contractor: NATIVE ELECTRIC Phone: 970-328-1293
Description: WIRING AND LIGHTING FOR REMODEL
Requested Inspection(s)
Item: 190 ELEC-Final
Requestor:
Comments: WC 904-6509
Assigned To: JMONDRAGON
Action:
�S �
Time Exp:
3 3d in
Status: ISSUED
Insp Area: SH
Requested Time: 08:30 AM
Phone:
Entered By: MHAEBERLE K
Inspection Historv
Item: 110 ELEC-Service
Item: 120 ELEC-Rough *" A� pproved ""
08/27/09 Inspector: SHAHN Action: NO NOTIFIED
Comment: CONTRACTOR CANCELED AND WILL RESCHEDULE.
08/28/09 Inspector: shahn Action: AP APPROVED
Comment:
Item: 130 ELEC-Conduit
Item: 140 ELEC-Misc.
Item: 190 ELEC-Final
REPT131 Run Id: 11155