HomeMy WebLinkAboutB12-0334 NOTE; TH/S PERMIT MUST BE POSTED ON JOBSITE AT ALL T/MES
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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 #: B12-0334
Project #: PRJ12-0391
Job Address: 4939 MEADOW DR VAIL Applied.....: 07/31/2012
Location......: 4939 Meadow Drive Unit A Issued. . . : 08/10/2012
Parcel No....: 210113102043
OWNER SMITH, LINDA- RIGGS, JEFFRE 07/31/2012
8400 E PRENTICE AVE STE 910
GREENWOOD VILLAGE
CO 80111
CONTRACTOR SAWATCH LAND CO INC 08/02/2012 Phone: 970-376-4124
STEPHEN T. CROKE
PO BOX 5355
VAI L
- CO 81658
License: C000003572
APPLICANT SAWATCH LAND CO. INC. 07/31/2012 Phone: 970-376-4124
PO BOX 5355
VAI L
+� CO 81658
License: 629-B
Description:
REPAIR FOR MOISTURE INFILTRATION, REMOVE 2 WOOD BURING
FIREPLACES, ADD GAS FIREPLACE, MODIFY WINDOWS, UPDATE BATHS
Occupancy: Type Construction: Valuation: $190,010.00
......................................................,.,,..,....,............,... FEE SUMMARY .............«....,,...,......,.......,..«...............,..,.._.....,,.....,.,
Building Permit-----------> $1,570.55 Bldg Plan Check----------> $1,020.86 Use Tax Fee-----------------------> $3,600.20
Electrical Permit---------> $506.00 Elec Plan Check-----------> $328.90 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $40.00 Mech Plan Check---------> $10.00 Additional Fees-------------------->
Plumbing Permit--------> $60.00 Plmb Plan Check---------> $400.00
$15.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $15 00
� TOTAL PERMIT FEES--------------> $7,786.51
Payments-------------------------------> $7,786.51
BALANCE DUE------------------------> $0.00
>...............................+........�.............�......,...........................................,,.......,.....,,....................,.............,...,.,.,..,.,......,.....,.
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#: 612-0334 Address: 4939 MEADOW DR VAIL
Owner: SMITH, LINDA- RIGGS, JEFFREY Location: 4939 Meadow
Drive Unit A
.....................................................................................................................................................................................
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combination permit_012811
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REQUIRED INSPECTIONS AND STATUSES
Permit#: B12-0334 Address: 4939 MEADOW DR VAIL
Owner: SMITH, LINDA- RIGGS, JEFFREY Location:
4939 Meadow Drive Unit A
***«***************�****.****�***************�*„*�*�******.,,,***************«**,.*«*******«*******.,.,�******..,*.*******.,******«„*******«.,.*********�.**.
Item: 00010 BLDG-FOOTING
08/31/2012 By: nsc Action: AP Comments: 8
piers
08/31/2012 By: nsc Action: AP Comments: pad
at rear of bld
Item: 00020 BLDG-Foundation/Steel
11/06/2012 By: sgremmer Action: AP
Item: 00120 ELEC-Rough
11/06/2012 By: sgremmerAction: AP
Item: 00200 MECH-Rough
11/06/2012 By: sgremmer Action: AP
11/20/2012 By: sgremmer Action: AP Comments:
fireplace
Item: 00240 PLMB-Gas Piping
11/01/2012 By:jrm Action: AP °�
Item: 00220 PLMB-Rough/D.W.V.
10/18/2012 By: sgremmer Action: PI Comments: in
floor upper bath, mech room, lower bath
11/01/2012 By:jrm Action: AP
Item: 00230 PLMB-Rough/Water
11/06/2012 By: sgremmer Action: AP
Item: 00030 BLDG-Framing �
10/15/2012 By: sgremmer Action: PI Comments:
Beams only
Viewed SI reports for weld and piers
11/06/2012 By: sgremmerAction: AP
Item: 00050 BLDG-Insulation
11/13/2012 By: sgremmer Action: AP
11/13/2012 By: JRM Action: AP
Item: 00060 BLDG-Sheetrock Nail
11/13/2012 By: sgremmer Action: AP
Item: 00190 ELEC-Final
12/19/2012 By: sgremmer Action: AP
Item: 00290 PLMB-Final
12/19/2012 By: sgremmer Action: AP
Item: 00542 PLAN-FINAL
04/07/2014 By: JS Action: AP
Item: 00090 BLDG-Final
12/19/2012 By: sgremmer Action: APCR Comments:
Planning to sign off
04/07/2014 By: sgremmer Action: AP
combination permit_012811
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04-02-2014 Inspection Request Re orting Page 5
4:09 �m V�,SO - Citv O 12' b S"t �
Requested Inspect Date: Thursday,April 03 2014
Site Address: 4939 MEADOW DF�VAIL
4939 Meadow Drive Unit A
A/P/D Information
Activity: B12-0334 Type: COMBO Sub Type: ADUP Status: ISSUED
Const Type: OccupancY: Use: Insp Area:
Owner: SMITH,LINDA-RIGGS,JEFFREY
Contractor: SAWATCH LAND CO INC Phone: 970-376-4124
Description: FIREPILAFC�ERMO FY W WDOWS UTPDA'�E BA�THS 2 WOOD BURING FIREPLACES,ADD GAS
Reauested Inspection(s)
Item: 90 BLDG-Final Requested Time: 02:00 PM
Requestor: SAWATCH LAND CO INC Phone: 970-376-4124
Comments: follow u
Assigned To: SG�ER Entered By: JMONDRAGON K
Action: 1 Time Exp:
Comment: ai �� gn off
Inspection Historv
Item: 10 BLDG-FOOTING "Approved"
08/31/12 Inspector: nsc Action: AP APPROVED
Comment: 8 piers
08/31/12 Inspector: nsc Action: AP APPROVED
Comment: pad at rear of bld
Item: 20 BLDG-Foundation/Steel 'Approved"
11/06/12 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 120 ELEC-Rough "*Approved"
11/06/12 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 200 MECH-Rough "Approved"
11/06/12 Inspector: sgremmer Action: AP APPROVED
Comment: i
11/20/12 Inspector: sgremmer Action: AP APPROVED '
Comment: fireplace �
Item: 240 PLMB-Gas Piping **Approved"
11/01/12 Inspector: jrm Action: AP APPROVED
Comment:
Item: 220 PLMB-Rou h/D.W.V. "Approved"
10/18/1� Inspector: sg remmer Action: PI PARTIAL INSPECTION
Commenr in floor upper bath,mech room,lower bath
11/01/12 Inspector: jrm Action: AP APPROVED
Comment:
Item: 230 PLMB-Rough/Water "Approved"
11/06/1Z Inspector: sgremmer Action: APAPPROVED
Comment:
Item: 30 BLDG-Framing "Approved"
10/15/12 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: Beams only
Viewed SI reports for weld and piers
11/06/12 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 50 BLDG-Insulation ` Ap proved"
11/13/12 Inspector: JRNI Action: AP APPROVED
Comment:
11l13/12 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 60 BLDG-Sheetrock Nail **Approved"'
REPT131 Run Id: 14758
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Vail,Colorado 8165�
970-5?4-3(100
f ax 970-52�-30U1
Mr. Steve Cr'oke
Sawatch l.artd ompan��
NO Box 1298
Ed�vai•ds, CU. 8�632
VIA EM1IAIL: sa��atchlandco(a-msn.c�om
October 1, 2012
PROJECT: Jet'f�ry Riggs
4�)3� Nieadow I.ane
Vail� CO. 816_57
SPF,CIFIC:�ITIC�NS:
'�
R-47 Blo�+�-Ire-B anket S�stem fiber�lass insulation (E31BS) to 2x12 exterior ceiling. This includes
new area 6' behinci bcan� inTo laft area and upstairs bath area.
R-23 BIRS to cx criar ��-alls. (ncludcs nc�v arcas �nd demo arca and loft arca
R-08 BIBS to fu�-red concrete exterior walls in lo�ver bath area
I��IemE3rain sma t vapor l�arrier to exterior ceilir�;s and exterior watls
H-47 IiIBS to ca�i►tilevered area
R-19 unfaced fi erglass liatts to att opened micl tloor areas for sound attenuation
R-I 1 unfaced fi cr�lass b�tts to 2x4 interior w.�lls
t2-19 unfaced fi crglass tratts to lx6 intcrior �valis
Nill tube sEeel �vi h blown in insulation
Foam a11 �ti�incln�}s, doors ancl exterior penetrations
I'ate 1 c�f 1
V
,�,.�, �.�.�w�„ .�_.,,.... . � ,.w�.... �...�...�.,,,,�.. w...�....,,.�...�_ ,,.�..�:w._.a.._.,..,_,.�w,,,,
� � .
� UPTIMA�"' F�ber G ass
���'� � � � �;��� �.��* Blowin¢b I nsulation
Builders Statement fe�ruseinBlow-In-Blanket` System
Homenwner Name i obsde Name
• i.a.�..� r�. "r G N L r��v f� C e"?,c.�t�.n�,+�_. -------
Home Adpress a ,� � / ` �/ �/� G
� I ..� /�. l�,/a.�C�GU t__r�tit �. ! ,-,
- -- �
InstallerlContractor s�pn) Company Name Date
(f , <.,. �.; � �: ,r�.c.�� r�'�/S t��.td'P`.� G L c.c / �.- �' -;Z
BullAer(S�qnJ ` � Comp2ny Name Date
Inspected By Isign i r?Owretll ------- _ ._'- ------ Date
SIDEWALLS,CAT�EORAL CEILINGS AND OTHER CLOSED CAVITIES THAT ARE COMPRESSION FILLED.
NO.OF BAGS PER MAXIMUM ' MINIMUM WEIGHT- ' MINIMUM
R�VALU� 1,000 S0.FT, S0.FT PER BAG POUNDS PER S�.FT. THICKNESS
. ._..._ .._..... ----- .........-.-- ...._.. . --- �� ��------
'G nr,"2 n. 6&a5 VC .:�r�.+�t�; t•,:y We�yti�per sq,fl.ol i r��.r. .. ..
i<<ermzl Figsi tanca t.G00 sy.fl. tih:rold iwi eovor ;�titaBed in�.datian shoUld Ic ;na�
(R)ot of ne;area: mure Ihan�.Isq.%.) no�be less than�Ibs.�^�� iln.i
i� 18.9 53 0.525� 3',:
__.....____ . �_..__--
23 _., 29 4 _ _ 34__ 0.825 5'..
_ ___ _.. _.__ -.._.,.,., .._- - -
3p 38 5 26 1.OA8 7 h
---- .�_.....__,..._..__ �_---___--- --
39 _..... _ 50,�.____ _2C 7.388 3�.,
47 58.0 - I-- ,7 1.688 ., ,
—`_.. _. ___---- - _-.. ___ --- -_.___-- -------
�,6 i14 I' 1.98A � 3`�
FLOORED ATTIC LOSED CAYITIES THAT ARE NOT COMPRESSION FILLED.
N0.OF BAGS PER MAXIMUM MINIMUM WEIGHT- MINIMUM
R�VALU� 1,000 SQ.FT. S0.FT.PER BAG POUNDS PER S0.FT__ _ THICKNESS
_ _ _ _ __ _ __ _ _ _ ------ - --
Tn obfa n a � � Ba�}s pc-���� Contrmts o�bag `Neight per 50.h,ot Shauid noe ue
Tn::rra�l ReS�tance ',000 6q.II, shoub nW Cover �nyalled msulatlon sY�uuld la.;s than.
�q}of�� ot net are9� m�re than:isq.ft.) nW be less than.ptu.l (in�)
. ... ... ... �____. _.., . .�.,,. ..____...____ _ .___,.._____.. _ ___._.__— '
12 ' 10.4 Q.292 _ 96 _.._,..3�i- -
--... �
t 3 �2.5 0.350 --------80------ 3'�
J tq 14.5 0.408 69 3:4
__---
14 15.7 , Q.dG7 60 3n
_..__ ----------------
19 18.d u.458 st 51� �
_____, ....__... ._
21 ' 19.6 0.550 51 5'.7
____ --
22 22J 0.642 44 5'h .
--._.._.__..._,..__� ---
22 7.6.3 Q.733 -----.� -__._.__. -.�___..5" _.
26 21.7 O,60d 46 _._7'�._
_____-_-- - --_ __
27 25.7 OJ25 39 7�:
___--____.._.__.._ �_.._
29 30.3 6.846 33 7'.!
—_._--- _...__,__�-- ---------
30 ' 34.5 0.9G7 29 ! 7'.a
----..Y - ---°-- - —
33 ��' 27.8 0.777 36 ' 9�
----- -" -�---... ..__....__ __...-_'._ ._....
35 33.3 C.925 30 9'.�
�---- -.._. . ..__.__..._...--
36 ;�A.S Y 079 __ 2� __ g.
—..._ --------- - ----.---___ : _
gg <�.S t.23i 23 9,.
R-VAWE THICNNESS AREA(SQ.FT.) OPTIMA j✓� BAGS USED � BATTS/HOLIS�✓;�
.__r... .., __ ....._ .._ .. ---}----�--
CNLINGS �.2.� ��__ fl '7 .�� '' -� -" �_ C.
_ __ - _...._ --- �--
WAll5 -..._�_ _:�-----.� ___. _ . . ___. _______._____ —+__�---
� �:- 'j ;�'/Z �� G.>�^�,.� S� ' � ��- -------
-- ---- --�— -
FLOQRS ' � —
THERMAI PEfiF(jRMANCE
P V�Jues are de,r.�,��ed in acccud�+ncv with ASTM G 687,Oomplies with ASTM C 764 as Type 7 i^sulatwn."R"means res�s;ance t�heat fiow The hig�er tYe H-Value.me greater
Ihe insulatiny pow�r.To get the m3rketl F7-Value,it is Cssenti:��Ihat thc insu�ation is inst.alicd prope•ly t�llowing the recommentlatio�s ol Ce�lainTeed CaW'�tbn.O�TIMAT"Loose
Fdl In�ul;a�inn iv m nufactured lor closed cavity applicalion installed behind OPTiMA Fabnc o�eqwvalent.It 5hrwkl not be used for opCn blow apoOCaUOns,Coverage 15 basetl on
a nomin,I 29 Ib ..g In accnrq,an�e wifh the chart ahovn,yqu m�isf inslall Iha minimum numbe�O�bayy per 1,D00 sq ft of nP[arca for eaG�(9-VaWH Ils[ed.Ttre rr�azimum net
coverage must no excee",t�al sprC��fied!or each R-VaLar,.T�e inctalled ins�lettinn must Ixi at o�atove the speb`��ed miNmum thickness fr,r oach R-ValUe.�aiiti�e to i^stall t�a
required minunum�� eigM pe�sy.N.ol insulalion at ur:�Gi7ve the nurnmum thicknzaa wlll reso0.in reduce0 R�'Jalue.Thig pr�tlur�gP.uuld nol ce mixetl with olher Clewr insdetion9
o�ihe thrm�u31 clr�l'�s wili beceMie Invehd.
DANGER:RECE� ED UGHT FIXTURES-TO PREVENT OVERHEATING,DO NOT INSULATE ON TOp OR WITHIN 3"OF SUCH DEVICES.DOES N07 APPLV TO TYPE
IC LIG�T FIXNRES OR TO FLUORESCENT FlXTURES WITH THERAMLLY PROTECTED BAILASTS.
Blow�in�EflankeP" sterr is a regi5t�-7red tr,�dem,rk of Ark-:-:eal Inc.Internatior�al,Uenver CC BO'1"3•OPTIMA�''Is a Irademark ot CertamTaetl CorporaUOn.
30�2a-218 9uild Statement. A Sain4 Gobain Company. �2006 CortainT�od Corporation 9l06
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� Department of Communify Development
75 South Frontage Road
TOWN QF VAI�.�R v���, co a�s�7
�' Tel: 970•479-2'128
� www.vaifgov.com
Development Review Coordinator
� BUlLDING PERMIT APPLlC14TiON
(Separate appiications are required for alarm &sprinkler)
....-- .--_..___ ._.._---. _........ .....�.._....�...._�.___...�_._.... ..__,�._.__._.�.
f Pro'ect Street A ess � �
1 Proj�ct�: �!/.S Z� � (
'�� .��tN�._--- _�____.- �RB�: `� ,2-�� 2 c� 3 < <
; (Number) (St�eetj (Suite#) � �� � � 1�(�
Buitding Permtt#: �� �
� BuildinglCompiex Name: ,,,,,,,, ,,,�„�
{Contractor lnformation Lot#: Block# Subdivision:
�8usiness Name:_„`�'(��.t�ek�r,c �c.L'`�- — ----�
� �v Q..,x �� c� Work Ciass: New( ) Addition( ) Alteration{ )
Business Address- . • . a�xi ✓ '
City ��! l S�#�•JL�/_ZF�GLO,Lj-�L.L �YPe of Building:
� � �����C,�]� „ Single-Family{ ) D�plex(�} Ntulti-Family( )
Contact Name: ���.
� (� . Commercial( ) other(�) �� � � -
Contact Phone: –L � �
� �Contact E-Mail: �CYI work Type: Interior( } Exterior( ) Both(�
� 1 hereby acknowledge that I have read this application,fille�ut� ' ��N � �� Valuation of
� in full the information rec}uired,completed an accurafe plot pfan, Work Included Plans Included Work
� and state that all the informafion as required is corcect. 1 agree to �� x Yas " }Nt� { es ) a
` comply with the informafion and plot plan,to comply with all Town
� ordinances and state laws,and to build lh'ts structure according to Mechanical OYes �No OYes ONo –�
the town's zoning and subdivision codes, design review ap-
proved,lr�temationa!Building and Residenfial Codes and other Pkumbing {�Yes ONo ( }Yes ONo �D�1
ordinances of the Town applicable th ��
j Building Yes ( )No ( )Yes { )No
3 � Value of all work being performed: $��0+��
Qwnert ne re tak S' n {R ulr (value based on IBC Sedlon 1D9.3&IRC Section 108,3� �Q
Electrical Square Footage '�,v5F
Applicant Information Detailed Scope and�ocation of Work:
Applicant Name: VC �
i
; Applicant Phone: Z� � .
�A licant E-Mail: /� I,�,
� pP � G�- . 1... "Q •�'l.�
� :� v���wS_ �o�eC �-E-�.
Project lnformation ,.
Owner Name: I
t (Parcel#: �(�� ��� k�Z� ��� �r i � 1
�(For Parcel#,contact Eagle Co nty Assessors ftice 70.328-B640 or visit �i
�www.eaglecounty.uslpatle) - �����-�,���� _����
�
: ;(use additional sheet if necessary)
For Office Use Only: .�i�- � -� � �-\n �
Aate Rece� v
Fee Paid: �
, Received From:
casn cn�k# JUL 3 0 ZO1Z
CC: Visa/ MC L�st 4 CC# exp date:
Auth# TOWN OF VAIL
1 �+,/�n,�`��z` ' "_ �' i�� I5-Marv2012
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14 Estimating Residential Etectrical 5ervice Capacity ReQuirements
E�c���'i v�a�
Residentia! Etectricai Load Calculation—an altemative waricsheet
:Date: ° '�_' �.�__ _ �Panel Make: �� � _- - --- ---
,,.-.+
B !
Job Name: _ � �
--- - __ � -
Addr�s: ! ;�
��Phene: �ti_.r s , �z;��:,�-�-�r� �� _��t�� C � -
: __ _--
_-
Rooms � � �sq fit @ 3W=
--� 2 App.Ckts f� 1500 W- �
� - 1 Laundry Ckt � 1500 W=` ,�
5ubtotai
First 3000 W � i 00%_ -3,t)DO i 3,(m0
--_ ; Remainder� 35�o x --__ � !
Range#i {8 kw or nameplate�' `
- - -------
--- ____
-- __ —
Range#2(11 kw both) �(�
Dryer{5 kwj ��
_.s _.. __ _._ . _ y_
Sq. Fi. � Hot Water Tank(450C?w�
Dishwasher{1500 w)
Disposal (7�w),
Trash Compactor(1500 w}_�
Microwave(150Q w) ��
Sauna(2-�kw);
Kiln(4-6 kw)�
Spa(7-13 kw}�---_----- - --
Pumps
__ _.. _-------
Furnace Gas/Oil (75Q w} �
-------
� -
Othera
Total` x 1t�}%_
- --
(4 or more fnced appliances.}OR Total x 75°�_ �
Electric Heat x 100%_�
_. .__ � _ _. __ _
Electnc Heat(3 or more zones} " � x 75%_'. ,
Basebc�ard#eet: x 250 w=
T � Tatal Waris �
;_.. � � --- - -- _----- �
'-� � Total Amps(wa#tsf24a);
– ----- - l_/.r �_�✓__ __/�_._�� �� ,� . .
Spring 1993 ASH!Technical Journal
�4 csumai�ny nesiuenuai ciecinc:ai�ervic;��.aNawEy neyu�re���C���S
Residential Etectrical Load Calculation--an aitemative worksheet
_ - --- —
--.
Date: `� __° ��, �Panel Make: ��
r ----� � _--
8 �
Job Name• � �
Address_
� f �Phone:_ - � ., � ; � �:: ���F =�' .-----
----
Rooms ���_sq ft� 3W- w� :
2 App.Ckts � 1500 W= �
1 Laundry Ckt � y 500 W- �
Subtotal -
F�t 300o w � 1 oa�ia� -s,000 ; s,000
Remainder C� 35%x '
Range#1 {8 kw or namepla#e)
--
-_ -
Range#2(11 kw both) � ��
Dryer{5 kw)
-- _ __ :_ �
Sq. Ft. �/ � Hot Water Tank{450�w)
Dishwasher t1500 w) (��
Disposal(7b0 w) �[�
Trash Compactor(1500 w) ��
Microwave{15fl0 w) �+I� �
5auna{2-6 kw)
Kiln{4-6 kw}
Spa(7-13 kw)
PURt(JS
__ __ _ -------
_ Furnace GaslOil (750 w} `-� �I
OtI12F
Total x 10t3%_ '
(4 or more tixed appiiances_}OR Total x 75%_ ��
Electric Heat x 100�0=
Electr;c Heat(3 or more zones) x 75°i�_
Baseboard feet x 25Q w= '
Totat Watts �
� �� � �.,;��:_ �, �`�" �'����,,� �� �,,��y e� j Total Amps{watts124a} �
f�
,,, ��w�.'3�a�$� �"�v^vt�t.��;.e_� �'.s"t' ��Ct �s+�-E!�
.. ..: {I1�.L� �e"s 1 ��C..�f�c� E�+.d l l� ;f'<'._°�1 s.`.:!. '•:=,-",g
�S u-�j� � �-��.[°. .. .. .
Spring 1993 l � ASHI Technical Joumal
I __ _ __ _ _ _—--- ---... .__
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Asbestos Inspection and Sampling Report
4939A Meadow Ln, Vail, Colorado 81657
Presented To:
Mr.Scott Leffler
Tool Time Services
Performed&Prepared By:
Mr. Rich Kreuscher
DS Consulting, Inc.
PO Box 6864
Avon, CO 81620
(970) 389-3408
Project Details:
Project Number: 5918
Conducted: June 5, 2012
TABLE OF CONTENTS
PROJECT OVERVIEW
1.0 Introduction
2.0 Scope of Work
3.0 Site Description
4.0 Certifications
5.0 Inspection,Sampling&Analytical Procedures
5.1 Inspection Procedures
5.2 Sampling Procedures
5.3 Analytical Procedures
6.0 Homogeneous Areas
6.1 Material Friability
6.2 Material Classifications
6.3 Material Conditions
6.4 Sample Quantities
7.0 Overview of Findings
8.0 Conclusion&Recommendations
9.0 Asbestos Abatement&Demolition Requirements
10.0 Major Asbestos Spill Response
11.0 Disclaimer&Limitations
APPENDIX A Inspector&Firm Asbestos Certificates
APPENDIX B Analytical Data
2
PROJECT OVERVIEW
1.0 Introduction
On June 5, 2012, Mr. Rich Kreuscher with DS Consulting, Inc. (DSC) conducted a limited asbestos
inspection and collected asbestos bulk-samples of suspect asbestos-containing materials (ACM) within a
portion of the single-family residence located at 4939A Meadow Ln,Vail, Colorado.
The purpose of the limited inspection was to identify and sample potentially hazardous friable and non-
friable ACM that may be impacted by construction activities.
2.0 Scope of Work
The scope of the limited inspection and bulk-sampling was limited to specific areas of the residence
defined by the restoration company. These areas included the living room on the main level as well as
the basement level. The remaining areas within the residence, garage or any out-building on the
property were not included in the scope of the inspection. The limited asbestos inspection did not
constitute a full building inspection and does not fulfill the asbestos inspection requirements for
structures that are to be demolished.
3.0 Site Description
The residence is a wood-framed,two-level,single-family residence. It has a finished basement and a two-
car attached garage.
4.0 Certifications
The limited asbestos inspection and bulk-sampling was conducted by Mr. Rich Kreuscher with DSC. DSC
is a Colorado Department of Public Health and Environment(CDPHE) certified Asbestos Consulting Firm,
Registration No. 14912. Mr. Kreuscher is a CDPHE certified Building Inspector; having certification
number 15812 (see Appendix A for certificates).
5.0 Inspection, Sampling& Analytical Procedures
5.1 Inspection Procedures
The limited asbestos inspection was conducted by an Environmental Protection Agency (EPA) and
CDPHE certified Building Inspector. The inspection procedures included identifying and sampling
suspect ACM within the pre-defined areas, submitting samples to an accredited laboratory for analysis,
classifying the materials and assessing their condition, and compiling a final report detailing the
inspection and the analytical results of the bulk-samples.
5.2 Sampling Procedures
Statistically random bulk-samples representative of the suspect ACM of each homogeneous area were
collected according to the guidelines published as EPA Final Rule: Title II of the Toxic Substances
Control Act (TSCA), 15 USC, Sections 2641 through 2654 and in compliance with 40 CFR, Part 763 and
CDPHE Regulation Number 8, Part B -Asbestos (Reg. 8).
3
DSC has collected the appropriate number of bulk-samples to meet all regulatory requirements for the
classification and quantity of each homogeneous area. Some minor destructive sampling was
conducted; however, walls, columns and perimeter pipe chases were not broken into in order to locate
and quantify suspect ACM. It should be noted that additional ACM might be located in these and other
inaccessible areas.
Materials containing less than 1%asbestos are not regulated by CDPHE Regulation 8, Part B -Asbestos.
However, all demolition/abatement activities should be performed following the applicable
Occupational Safety and Health Administration (OSHA) regulations. This would include,but not limited
to,the appropriate asbestos training for the type of material being removed/disturbed as well as having
a properly trained supervisor onsite, using wet removal methods, wearing adequate personal
protective equipment (HEPA-filtered particulate respirators), medical surveillance of workers,
personal-exposure air monitoring, area air monitoring in occupied buildings, etc. There may also be
landfill disposal requirements for these materials, depending on the facility. DSC recommends that all
demolition/renovation areas involving any amount of asbestos be subjected to visual inspections and a
final clearance air testing by a CDPHE-certified Air Monitoring Specialist (AMS) after the work has been
completed,but before any containments are dismantled and the area is reoccupied.
5.3 Analytical Procedures
All asbestos bulk-samples were analyzed by a National Voluntary Laboratory Accreditation Program
(NVLAP) accredited laboratory via Polarized Light Microscopy (PLM) for asbestos content (see
Appendix B for laboratory report).
The percentage of asbestos within each individual bulk-sample can vary depending on sample location,
homogeneity of the material, and the type of application. Any sample reporting a "TRACE" amount of
asbestos must be considered positive for asbestos greater than 1% unless it is re-analyzed utilizing the
point-count method and verified to be less than 1%.
6.0 Homogeneous Areas
A Homogeneous Area (HA) includes materials that are uniform in appearance, color, texture and date of
application. The asbestos content of the bulk-samples collected within a homogeneous area can be
applied to the entire homogenous area if they conform to the above characteristics and the regulated
minimum sample quantities of each type of material are collected and analyzed. I
6.1 Material Friability I
A material can either be friable or non friable. A friable material is one that, when dry, can be i
pulverized, or reduced to powder by hand pressure, a non-friable material cannot. A non-friable ',
material may become friable if its condition had deteriorated or has been impacted by forces that have
rendered it friable. I
6.2 Material Classifications '
Sampled materials are divided into one of the following three categories: ,
• Surfacing Material: sprayed or troweled onto structural building members '
• Thermal System Insulation (TSI): any type of pipe,boiler,tank, or duct insulation
• Miscellaneous Material: all other materials not classified in the above two categories '
4 i
6.3 Material Conditions
Sampled materials are placed into one of the three following categories of conditions:
• Good: none to very little visible damage or deterioration
• Damaged:the surface is crumbling,blistered,water-stained,gouged, marred or otherwise abraded
over less than one-tenth of the surface if the damage is evenly distributed, or one-quarter if the
damage is localized
• Significantly Damaged: the surface is crumbling, blistered, water-stained, gouged, marred or
otherwise abraded over greater than one-tenth of the surface if the damage is evenly distributed,
or one-quarter if the damage is localized
6.4 Sample Quantities
DSC collected at least the minimum number of samples from each homogeneous area necessary to meet
all regulatory requirements for the quantity of material to be disturbed. The quantities listed in this
report are approximate and on-site verification of the exact quantity of each material is required. The
following outlines the minimum sample quantities required per homogeneous area:
� Surfacing Materials: up to 1,000 ft2 of material requires a minimum of three (3) samples; between
1,000 ft� and 5,000 ftz of material requires a minimum of five (5) samples; over 5,000 ft2 of
material requires a minimum of seven (7) samples; one(1) sample of each patch
• Thermal System Insulation (TSI): each homogeneous area requires a minimum of three (3)
samples; at least one (1) sample must be collected from each patch; and collect enough samples
sufficient to adequately assess the material and determine the asbestos content for TSI fittings
such as pipe elbows or T's.
• Miscellaneous Materials: collect enough samples sufficient to determine the asbestos content
7.0 Overview of Findings
Asbestos was not reported within any of the bulk-samples collected and analyzed. DSC collected a
total of three (3) asbestos bulk-samples of one (1) homogeneous area.
Table 1 below describes the materials composing each homogeneous area as well as the locations of each
bulk-sample collected. Also listed is the classification, condition, friability and estimated quantity of
material to be removed and/or disturbed, as well as the asbestos content within each bulk-sample.
Please see Appendix B:Analytical Data for the layer break-down of each bulk-sample.
5
TABLE 1
HA Sample Material Sample Material Material Estimated Material Asbestos
# !D Description Location Classification Condition Quantity Friability Content
SM1-1 Beige,Hand Troweled Main Level Living Room, SM SD �600 ftz Friable ND
Drywall Texture North Wall
1 SM1-2 Beige, Hand Troweled Main Level Living Room, SM SD �600 ftz Friable ND
Drywal]Texture West Wall
SM1-3 Beige, Hand Troweled Basement Level Living Room, SM SD �600 ftz Friable ND
Drywall Texture North Wall
HA-Homogeneous Area G-Good CHRY-Chrysotile SM-Surfacing Material
ND-None-detect D- Damaged ACT-Actinolite MM-Miscellaneous Material
TR-Trace,<1%Visual Estimate SD-Significantly Damaged TSI-Thermal System Insulation
8.0 Conclusion & Recommendations
ACM was not identified within the areas of the residence that were within the scope of the limited
inspection and bulk-sampling performed on June 5, 2012; therefore, no professional abatement activities
are required to remove or disturb the above-referenced sampled materials.
9.0 Asbestos Abatement& Demolition Requirements
If ACM is to be removed or disturbed in a single-family residence, and the total quantity exceeds any of
the regulatory trigger levels of 501inear ft. on pipes, 32 ftz on other surfaces, or the volume equivalent of
a 55-gallon drum, a CDPHE-certified General Abatement Contractor (GAC) is required to perform the
work. The regulatory trigger levels within a commercial building are 260 linear ft. on pipes, 160 ft2 on
other surfaces, or the volume equivalent of a 55-gallon drum. In addition, formal notification to CDPHE
prior to the abatement of ACM as well as air monitoring, visual inspections, and final air clearances by a
CDPHE-certified Asbestos AMS is required. DSC can provide the client or building owner with a proposal
for project design, abatement oversight and air monitoring upon request.
CDPHE regulations allow for the demolition of a building that contains non-friable asbestos-containing
materials, such as caulking, mastic or resilient floor tiles. However, demolition must be completed
without causing the non-friable ACM to be rendered friable. Burning a building with any ACM is
prohibited. Operations such as sanding, cutting, crushing, grinding, pneumatic jacking, etc. of ACM are
not permitted. Recycling of building materials such as concrete, metal, or wood that are bonded or
contaminated with ACM, e.g.glue, caulking, or mastic is also prohibited. If any of the non-friable asbestos
containing materials are to be recycled and rendered friable after demolition (i.e. crushing mastic-coated
concrete),these materials must be abated of all ACM prior to shipping offsite for recycling.
OSHA regulations regarding occupational exposure during demolition activities is still mandatory. OSHA
29 CFR 1926.1101 requires that workers performing construction-related activities be protected from
asbestos fibers in excess of the permissible exposure limit of 0.1 f/cc of air. Contractors are must comply
with applicable provisions of OSHA 29 CFR 1926.1101 during demolition and renovation activities.
These OSHA provisions include, but are not limited to, PPE and respirators, personnel training, personal-
exposure air monitoring, employee medical surveillance, wet removal methods, signage for regulated
areas, etc.
10.0 Major Asbestos Spill Response
If ACM is significantly damaged and the total quantity exceeds the regulatory trigger levels, the area is
deemed a "Major Asbestos Spill." The area is consequently subject to the requirements in Reg. 8, Section
III.T.1. -Major Asbestos Spills, as outlined below. Additional asbestos air or dust sampling should also be
conducted within the remaining areas not directly impacted by the Major Asbestos Spill to determine if
asbestos-containing dust/debris has spread to adjacent areas. If asbestos fibers are found within any
other areas or on building contents, they should be included in the scope of professional abatement and
decontamination. The following response actions must be followed per Colorado Reg. 8 when a Major
Asbestos Spill occurs:
• Restrict access to the area and post warning signs to prevent entry to the area by persons other
than those necessary to respond to the incident.
• Shut off or temporarily modify the air handling system to prevent the distribution of asbestos
fibers to other areas.
• Immediately contact the Division by telephone, submit a notification in compliance with
subsection III.E. (Notifications) and, if in an area of public access, apply for a permit in accordance
with subsection III.G. (Permits).
• Be exempted from the requirements to have a certified Supervisor on-site at all times, until such
time as the immediate danger has passed. Any cleanup or asbestos abatement that must occur
after the immediate danger has passed shall be supervised by a person certified by the Division.
• Using certified Supervisors and certified Workers in accordance with section II. (Certification
Requirements) of this Regulation, seal all openings between the contaminated and
uncontaminated areas and establish none-detect air pressure within the contaminated area in
accordance with paragraph III.J. (Air Cleaning and None-detect Pressure Requirements). This is to
be accomplished using polyethylene sheeting to cover areas such as doorways, windows, elevator
openings, corridor entrances,grills,drains,grates, diffusers and skylights.
• HEPA vacuum or steam clean all carpets, drapes, upholstery, and other non-clothing fabrics in the
contaminated area, or discard these materials.
• Launder or discard contaminated clothing in accordance with subsection III.R. (Waste Handling�.
• HEPA vacuum or wet clean all surfaces in the contaminated area.
• Discard all materials in accordance with subsection III.R. (Waste Handling).
• Following completion of subparagraph III.T.1.a. through III.T.1.i. above, comply with air
monitoring requirements as described in subsection III.P. (Clearing Abatement Projects); air
samples shall be collected aggressively as described in 40 C.F.R. Part 763, Appendix A to Subpart
E (EPA 1995), except that the air stream of the leaf blower shall not be directed at any friable ACM
that remains in the area and
• Comply with any other measures deemed necessary by the Division to protect public health.
11.0 Disclaimer& Limitations
The activities outlined in this report were conducted in a manner consistent with a level of care and
expertise exercised by members of the environmental consulting and industrial hygiene profession. All
activities were performed in accordance with all applicable federal, state, and local regulations as well as
generally accepted standards and professional practice. No warranty is either expressed or implied. DSC
assumes no responsibiliry or liability for error in public information utilized, statements from sources
other than DSC, or developments resulting from situations outside the scope of this project.
The details provided within this report outline the inspection activities on the date(s) indicated and
should not be relied upon to represent conditions at a later date, the limited number of bulk-samples
collected, and the laboratory results of those bulk-samples. The laboratory results contained in this
report apply specifically to the materials in which bulk-samples were collected. The results do not
include or apply to any other materials within the structure that were not sampled, but may contain
asbestos; including materials that may be hidden or inaccessible. Additional inspection and bulk-
sampling activities would be required to determine if any other materials contain asbestos.
This report has been prepared on behalf of and exclusively for use by the Client, with specific application
to their project as discussed in the scope of work. The results of any surfacing material indicated in this
report also includes any associated overspray of that material, e.g., under carpet, above suspended
ceilings, etc. The information contained in this report is intended as supplementary material for
abatement design and is not to be used as the scope of work for abatement activities, bidding or billing
purposes. Contractors or consultants reviewing this report must draw their own conclusions regarding
further investigation or remediation deemed necessary. DSC can provide a full scope of work for
8
abatement upon request DSC does not warrant the work of regulatory agencies, laboratories or other
third parties supplying information which may have been used in the preparation of this report.
9
APPENDIX A
INSPECTOR AND FIRM CERTIFICATIONS
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11
APPENDIX B
ANALYTICAL DATA
12
Acriobioloc�y LaboruaTORy
ASSUUTAItS, INL'UI2NU1?AItU
� ��
Certificate of Analysis
13949 W.Colfatt Ave
Suite 205
Lakewood,CO 80401
303.232.3746
www.aerobioloav net
Client Name DS Consulting �� Date Collected: 06/OS/12
Street address 5366 Flatrock Ct ��aQ�
City,State ZIP Morrisoq CO 80465 Date Received: 06/OS/12
Date Analyzed 06/OS/12
Attn: Rich Kreuscher NVLAP Lab Code 200860-0 Date Reported: 06/06/12
Client Project Name: 4939A Meadow Ln.Vail,CO Project ID: 12006466
Job ID:
Test Requested: 3002,Asbestos in Bulk Samples
Method: Polarized Light Microscopy/Dispersion Staining(PLM),Method for the Determination of Asbestos in Bulk Building Materials.EPA-600/R-93/]16,July 1993.
Sample Identification Homo- Layer Non-Asbestos Non-Fibrous Matrix
Physical Description of Sample/Layer geneous percentage Asbestos Detected Asbestos Percentage Fiber Material Material
Client Lab Sam e Number Y/N p � ❑ Percenta e Com osition
12006466-1A White Texture w/Tan Paint N 50% ND 2 98 C, V
SMI-1
12006466-1B Tan/White Drywall N 50% ND 10 90 G
12006466-2A White Tape N 10% ND 99 1
12006466-2B White Joint Compound N 15% ND 2 98 C,P
SMl-2
12006466-2C White Texture w/Tan Paint N 30% ND 2 98 C,P
12006466-2D White/Tan Drywall N 45% ND ]0 90 G
12006466-3A White Joint Compound N 10% ND 2 98 C
12006466-3B White Tape N 15% ND 99 1
SM1-3
12006466-3C White Texture w/Tan Paint N 35% ND 2 98 C
12006466-3D White/Tan Drywall N 40% ND 10 90 G
A=Amosite
AC=Actinolite
��/ // AN=Anthophyllite
a�K I���� '�<��/�-�',�%j'a'k"" CRR Crocidolitee
TR=Tremolite
au appe au appe Trace=Less Than 1%
Laboratory Analyst Asbestos Laboratory Supervisor ND=None Detected
13949 W.Colfax Ave.Suite 205,Lakewood CO 80401,303232.3746
Page t of 2
Q=Quartz P=Perlite
C=Carbonates B=Binder
G=Gypsum D=Diatoms
M=Mica
T=Tar
NTR=Non-Asbestif'orm TR
NAC=Non-Asbestiform AC
AFR�I71r)I(�r�y �..AhC7RATC7Ry
ASSnC:IATFS, INC:nRf'C?RATFf�
�� C`�.�
Certificate of Analysis
13949 W.Colfax Ave
Suite 205
Lakewood,CO 80401
303.232,3746
www.aerobioloav.net
DS Consulting
5366 Flatrock Ct
Morrison,CO 80465
Rich Kreuscher
Client Project Name:
4939A Meadow Ln. Vail, CO
C��1aLQ��
NVLAP Lab Code 200860-0
Date Collected: 06/OS/12
Date Received: 06/OS/12
Date Analyzed: 06/OS/12
Date Reported: 06/06/12
Project ID: 12006466
Job 1D:
General Notes
ND indicates no asbestos was detected;the method detection limit is 1 %.
Trace or"<1" indicates asbestos was identified in the sample,but the concentration is less than 1%.
♦ All regulated asbestos minerals(i.e. chrysotile, amosite, crocidolite,anthophyllite,tremolite, and actinolite)were sought in every layer of each sample, but only those asbestos
minerals detected are listed. Amosite is the common name for the asbestiform variety of the minerals cummingtonite and grunerite. Crocidolite is the common name used for the
asbestiform variety of the mineral riebeckite.
♦ Tile,vinyl, foam, plastic, and fine powder samples may contain asbestos fibers of such smali diameter(<025 microns in diameter)that these fibers cannot be detected by PLM.
For such samples,more sensitive analytical methods(e.g. TEM, SEM,and XRD)are recommended if greater certainty about asbestos content is required. Semi-quantitative bulk TEM
floor tile analysis is accepted under NESHAP regulations.
♦ These results are submitted pursuant to Aerobiology Laboratory Associates, Inc.'s current terms and conditions of sale, including the company's standard warranty and limitation
of liability provisions. No responsibility or liability is assumed for the manner in which the results are used or interpreted.
♦ Unless notified in writing to return the samples covered by this report, Aerobiology Laboratory Associates, Inc.will store the samples for a minimum period of thirty(30)days
before discarding. A shipping and handling charge will be assessed for the return of any samples.
♦ Aerobiology does not guarantee the results of tape lifts,microvacs,wipe,and/or debris samples. Accurate analysis cannot be performed due to particle size,media used,and/or
amount of material given. Analysis of these materials should be preformed by a TEM. A result of ND does not indicate that the sample area does not contain asbestos. It means the
analyst could not identify asbestos in the specific sample jor the reasons listed above.
Notes Required bv NVLAP
♦ This report must not be used by the client to claim product certification,approval,or endorsement by NVLAP,NIST,or any agency of the Federal Government.
♦ This test report re(ates only to the items tested or calibrated.
♦ This report is not valid unless it bears the name of a NVLAP-approved signatory.
♦ Any reproduction of this document must include the entire document in order for the report to be valid.
Page 2 of 2 13949 W.Colfaac Ave.Suite 205,Lakewood CO 80401,303.232.3746
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SETBACK � I ,;� �-� —� � o � J
d=9170'00" c� '
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T-76.77' I 10' UT/LITY AND ORA/NAGE EASEMENT m �
L=119.54• TOWN OF V�j�!.. �
CH=107.29' — ---- _�. .
CB=N7030 00'W N6330'00 E �14 72� ~
• FOUND 5/8'" REBAR
AND AL UMINUM CAP
L.S. NO. 23506
(S53 07 30'"E, 1.7) oRnwra er SPF
SCALE: ��=ZO,
Note: lnter—Mountoin believes thot the Finol Plot, a Resubdivision of Lot 12, �ATE�SS�EO: 7_11_12
B/ock 5, Bigho�n Subdivision, Fifth Addition, prepared in Auqust 1994, does not SANITARY SEWER NOTICE.• According to Colorado /ow you must commence
�eflect the correct location of the /ot line between Lot 12—N ond Lot 12-5 any legal oction based upon ony defect in this survey PR�JE12�0033
MANHOLE NO. 0040 within three ears ofte� ou first discover such defect. /n
lnter—Mountoin believes the lot /ine in relotion to the buildings on the site is S �' }' Ex„,B„
RlM ELE�AT/ON 855266 no event, mo on oction bosed u on on defect in this
os shown on the enclosed d�owing and thot the demising wo// between the two }' �' P 3'
units is located approximately 5 feet north of the actuo/ lot line. (BAS/S OF ELEVATION� su�vey be commenced more thon ten yeors from the
dote of certilication shown hereon.
10'-0" 10'-0"
12
—1 a
NORTH ELEVATION
EXISTING 1/8"= 1'-0"
EAST ELE�ATION
EXISTING
NOTE:SHADED AREA
REPRESENTSFR4MING
MEMBERS EFFECTED BY
MOISTURE INFILTRATION
CAUSED BY LACK OF
OVERHANGS. LEVELS OF
DAMAGEINCLUDE
SATURATED,MOLDED
ROTTED AND MISSING
MEMBERS. THE THREE
WALLS OF THE RECREATION
ROOM AND LIVING ROOM
MUST BE REPLACED. THE
ADJOINING DECK MUST BE
REPLACED TO ACCESS THE
3 WALLS. THE ROOF OVER
THE LIVING ROOM WILL BE
RE-BUILT WITH
OVERHANGS.
1/8"= 1'-0"
WEST ELEVATION
EXISTING 1/8"= 1'-0"
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EAST ELEVATION
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REMOVE EXISTING
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CHIMNEY BOTH I
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IEXISTING UPPER LEVEL�
EXISTING MAIN LEVEL�
EXISTING LOWER LEVEL�
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NOTE:ALL NEW
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REPLACE EXISTING BEDROOM
FIXED TRAPEZOID WINDOW WITH
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FIELD COORDINATE HEADER
FRAMING AT TIME OF DEMOLITION.
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CONT.AROUND
REPAIR
a DETAIL A
S� 3/4"= 1'-0"
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L $�
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o.c. BOTH WAYS
o� DRILLED 6" INTO
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3�� o.c.BOTH WAYS CENTERED w/
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WALLS TO REMAIN
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TO REMAIN
4'-6"x3'-0"x12"w/#5
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WAYS DRILLED AND
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ADJOINING
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HELICAL PILE INSTALLED TO
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w/VAPOR BARRIER TO
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REPLACE REMAIN
12 i�./��
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AND BOTTOM
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� NOTE-EXISTING ROOF INSULATION SYSTEM HAS
SEASONAL CONDENSATION ISSUES, REQUEST
BUILDING OFFICIAL TO ALLOW ORIGINAL R-38
SYSTEM TO PREVENT ADDITIONAL ISSUES.
F DETAIL F
S4 3/4"= 1'-0"
EXT.
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INT.
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S4 3/4"= 1'-0"
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WRAP TO MATCH
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EDGE OF EXISTING
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STRUCTURAL SPECIFICATIONS
1) Foundation design based upon"Open Hole Inspection",Project#93630 as pre-
pared by INTERMOLTNTAIN ENGINEERING,LTD.dated September 20,
1993. All footings are to bear upon natural undisturbed soil as approved by the
soils engineer. Submit copy of report to engneer.
2) All foundation around perimeter of structure shall have minimum frost protection
of 48"to bottom of footing(Detail A/S1 is only exception). All foundation walls
and columns to be centered on concrete footings unless shown otherwise on plans.
3) All cast in place concrete must be made with Portland cement and attain mini-
mum compressive strength of 3000 psi after 28 days(minimum compressive
strength of 4000 psi afrer 28 days for concrete used in slabs). Design based upon
BUII,DING CODE REQUIREMENTS FOR REINFORCED CONCRETE(ACI
318), 1999. Concrete placement to conform with"Construction Requirements"as
defined in ACI 318. All concrete slabs on grade must be provided control(scored
or cut)in accordance with soils report. All exposed edges of concrete shall have
'/z"chamfer. Concrete work shall not have any horizontal cold joints unless au-
thorized by the engineer. Field coordinate all vertical cold joints with structural
engineer,use continuous vertical water stop at all cold joints. All exterior faces of
concrete walls exposed to soils to be waterproofed for exposure. Use bonding
agent between concrete pours.
4) Reinforcing steel is ASTM Grade 40. All welded wire fabric must conform to
ASTM A185_ Reinforcement placement shall confoim to MANiJAL OF STAN-
DARD PRACTICE,2001 as prepared by CRSI. All lap splices to be minimum
36 bar diameters,all horizontal reinforcement to be continuous around comers
and at wall intersections. Minimum reinforcement protection-
-concrete poured against earth 3"
-concrete poured in forms 2"
-concrete slabs 1"
5) Ali lumber shall be Doug-Fir#2 S4S or better,all wolmanized lumber shall be
Hem-Fir#2 S4S or better(al]lumber within 18"of finish grade or in contact with
concrete must be wolmanized). Provide solid blocking at 8'-0"on center in all
diaphragms. All columns to be continuous bearing to foundation. All framing
that is rotted from moisture exposure must be replaced.
6) Structural steel shall be ASTM A36 or better except wide flanges shail be A992 or
better,pipe columns which shall conform to ASTM ASOQ Grade B(Fy=42 ksi)
or better,tube steel columns which shall be A500 Grade B(Fy=46 ksi)or better,
anchor bolts and bolts shall be A307 or better. All structural steel is to be de-
tailed,fabricated,painted and erected in accordance with AISC ST'EEL CON-
STRUCTION MANUAL,2005 and CODE OF STANDARD PRACTICE. All
welding to be performed by a certified welder and conform to AISC and AWS
STRUCTLJRAL WELDING CODE,2000,a11 electrodes to be EE-70XX. Grout
beneath all base plates and beam bearing plates shall be non-shrink epoxy with
minimum 28 day compressive strength of 5000 psi.
7) Versalams(2.OE)are as manufactured by BOISE CASCADE CORPORATION;
see shop drawings and manufacturers standard details. All built-up Versalam
beams must be glued with PL400 and nailed with 2 rows of 16d spikes @ 9"oc.
Versalams deeper than 11 7/8"must be bolted together with 2 rows of 5/8"di-
ameter bolts spaced @ 48"oc staggered. All alternates to be reviewed and ap-
proved by the engineer.
8) Sheath floors with'/<"T and G plywood with minimum span rating of 40/20 or
better and glue with PL400. Nail ptywood with lOd @ 6"oc to all joists,field
coordinate screw option. Cover decks with 2x6 Redwood or approved equal with
2 screws per bearing point.
9) Sheath roofs with 3!4"plywood with minimum span rating of 48/24 or better.
Nail plywood with lOd @ 6"oc at panel edges and 6"oc at intermediate mem-
bers.
10) Sheath all exterior walls with'/z"plywood with minimum span rating of 24/0 or
better. Nail with 8d @ 6"oc to a11 studs.
11)Live loads used for design-
-Roof-100 psf snow.
-Floor-50 psf residential.
-Deck-100 psf(replaced deck framing designed for drift surcharge).
-Wind-90 mph(3 second gust),Exposure B.
-Earthquake-Zone C-IBC.
12)All construction must comply with the 2009 International Building Code as
adopted by the Town of Vail Building Department and the"General Conditions of
the Contract for Construction"(AIA Document A201). All consvuction must be
completed within the tolerances described in the"Residential Construction Per-
formance Guidelines"as prepared by the NATIONAL ASSOCIATION OF
HOME BUILDERS.
13)Construct wall as follows-
-Exterior-2x6 @ 16"oc.
-Interior-2x4 @ 16"oc,unless noted otherwise.
14)All beams,joists,and rafters aze to bear upon walls or beams,or be hung with
SIlVIPSON Strong-Tie hangers or approve equals.
15)All structural members are shown in their final positions properly braced and sup-
ported;during construction it may be necessary to temporarily shore portions of
the structure while other portions are being constructed. Contact the engineer for
consultation as required.
16)General Contractor is responsible for all non-specified connections,contact eng-
neer for details as required. The engineer is to approve all structural substitutions.
17)General Contractor is to coordinate all diaphragm penetrations(i.e.,chimney •�,
plumbing sewers,etc.)through floors,walls,roofs and foundation walis wit ap�
propriate sub-contractors. General Contractor is responsible for the means eth-
ods,techniques,sequences,procedures,workmanship,seasonal scheduling and
job-site safety associated with this project. The General Contractor is to verify all
� dimensions and elevations with the architectural drawings. Notify engineer of all
conflicts and omissions between various elements of the working drawings and
the e�sting conditions prior to commencing with that portion of the project.
General Contractor is to inspect remodel projects and verify prior use and proper
disposal of existing materials(i.e.,asbestos,etc.)as required by code. Identity of
a11 existing hidden structural members based upon original construction docu-
ments by HOME BUILDING PLAN SERVICE dated 6-6-78.
18)All materials exposedto exterior and or moisture conditions shall be treated for
these condirions(i.e.,chemical treatment,staining,painting damp proofing,roof-
ing,membranes,flashing,etc.)as required by code. All building materials are to
be treated or protected for fire resistance as required by code.
19)Special inspection to be completed by building official approved inspection
agency for structural steel and helical piers. Inspection reports to be prepared in
accordance with IBC Chapter 17 on approved Forms,verifying compliance with
construction documents and be submitted to the building official for review and
approval,copying the owner,general contractor and engineer. Coordinate inspec-
tions with general contractor so that special inspections can be periodic rather
than continuous.
20)All architectural finishes are to match existing finishes. All new windows to have
minimum U-factor of 0.35,manufacturer and size as presented by contractor and
approved by owner. All replaced earterior walls to have minimum RZ1 insulation.
The replaced roof is to have a minimum R38 insulation to match existing balance
of roof(as approved by building official,see Detail F/S4). All electrical work to
match existing conditions,elecri-ician will provide calculations as required by
building official upon completion of demolition. Four bathroom remodels as co-
ordinated between owner and contractor.
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SEE ELECTRICAL LOAD
CALCULATION WORK SHEETS AS
PREPARED BY NELSON
ELECTRIC INC DATED 7-23-12.
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RELOCATED MAIN LEVEL
WINDOW. VERIFY 0.35
U-FACTOR COMPLIANCE.
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50%OF NEW LIGHTING TO
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INTERNATIONAL ENERGY CODE
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REPLACE EXISTING
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WALLS TYPICAL PER CODE.
LOWER REC ROOM
EXISTING ELECTRIC
NOTE: PANEL LOCATION `
FIELD VERIFY CARBON
MONOXIDE AND SMOKE ALARMS
INSTALLATION AND COMPLIANCE
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