HomeMy WebLinkAboutB15-0064 i '/ l�
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10-28-2015 Inspection Request Re orting Page 11
4:04 �m �ail, CO._�itv O�
Requested Inspect Date: Thursday,October 29,2015
Site Address: 68 E MEADOW DR VAIL
Village Inn Plaza Unit 101
A/P/D Information
Activity: B15-0064 Type: COMBO Sub Type: AMF Status: ISSUED
Const Type: Occupancy: Use: R-2 Insp Area:
Owner: GEROCA S.C.
Contractor: HEID CUSTOM BUILDERS, INC Phone: 970-390-2674
Description: Re-water proof courtyard,Add cooking BBQ, Firepit, Pool& Hot Tub.
Comment: CR1 MEP for pool&patio- paper submittal routed to laserfiche and C-4-CGODFREY
Comment: paper submittal routed to laserfiche and C-4-CGODFREY
Reauest,gd'1 pection(s)
' ____,___-.___.__._.�__----_., V'
:"542 PLAN-FINAL Requested Time: 08:30 AM
�j uestor: HEID CUSTOM BUILDERS, C �/ Phone: 970-390-2674
omments: 471-6456
d To: GRUTHER Entered By: JMONDRAGON K
Action: ime Exp:
Item: 90 BLDG-Final Requested Time: 01:00 PM
Requestor: HEID CUSTOM BUILDERS, INC Phone: 970-390-2674
Comments: 471-6456
Assigned To: ON Entered By: JMONDRAGON K
Action: Time Exp:
` ' �� 1
, - ��t� �.,C 1�.��.�- �,� �� �3� o�
Inspection Historv
Item: 20 BLDG-Foundation/Steel "Approved" ` ���" �`� `
05/18/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment:
Com/m6ent Inspector: sgremmer Action: AP APPROVED ��
07/13/15 Inspector: sgremmefr Action: AP APPROVED �
Comment: pool formmmg shell ,,,/
Item: 120 EL06 03%15h Inspector: sgremmer Action: PI PARTIAL INSPECTION v�/
Comment: pool deck conduit and bonding
07/13/15 Inspector:, sgremmefr Action: PI PARTIAL INSPECTION
Comment: pool bonding
Item: 200 MECH-Rough
06/03/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: pool deck snow melt
06/04/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: new gas regulato*
Item: 220 PLMB-Rough/D.W.V. 'Ap roved*'
07/13/15 Inspector: sgremmefr� Action: AP APPROVED
Comment: pool piping
Item: 240 PLMB-Gas Piping **Approved'"
08/24/15 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 410 Special Inspect-progress rept '"Approved"
10/21/15 Inspector: JRM Action: AP APPROVED
Comment:
Item: 30 BLDG-Framing
Item: 190 ELEC-Final "Approved"
10/20/15 Inspector: bk Action: AP APPROVED
Comment:
Item: 290 PLMB-Final '*Approved'*
10/20/15 Inspector: bk Action: AP APPROVED
Comment:
Item: 390 MECH-Final "Approved"
10/20/15 Inspector: bk Action: AP APPROVED
Comment:
Item: 420 Special Inspect-final rept *'Approved"
10/20/15 Inspector: bk Action: DN DENIED
Comment: No report available
10/21/15 Inspector: JRM Action: AP APPROVED
Comment:
Item: 90 BLDG-Final
Item: 542 PLAN-FINAL
REPT131 Run Id: 14936
� ^ G�
10-19-2015 Inspection Request Re orting Page 9
� �
4�27 pm V�il, CO - Citv O�
Requested Inspect Date: Tuesday October 20 2015
Site Address: 68 E MEADOW DR VbIL
Village Inn Plaza Unit 101
A/P/D Information
Activity: 615-0064 Type: COMBO Sub Type: AMF Status: ISSUED
Const Type: Occupancy: Use: R-2 Insp Area:
Owner: GEROCA S.C.
Contractor: HEID CUSTOM BUILDERS, INC Phone: 970-390-2674
Description: Re-water proof courtyard,Add cooking BBQ,Firepit,Pool&Hot Tub.
Comment: CR1 MEP for pool&patio- paper submittal routed to laserfiche and C-4-CGODFREY
Comment: paper submittal routed to laserfiche and C-4-CGODFREY
Requested Inspection(s)
Item: 190 ELEC-Final Requested Time: 09:00 AM
Requestor: HEID CUSTOM BUILDERS,INC Phone: 970-390-2674
Comments: 471-6456
Assigned To: """'*"'„ Entered By: JMONDRAGON K
Action: +�fi�t�,�(�.��-'�:( Time Exp:
ftem: 290 PLMB-Final Requested Time: 09:30 AM
Requestor: HEID CUSTOM BUILDERS,INC Phone: 970-390-2674
Comments: 471-6456
Assigned To: **""*"' Entered By: JMONDRAGON K
Action: �� 9C.�r Time Exp:
Item: 390 MECH-Final Requested Time: 10:00 AM
Requestor: HEID CUSTOM BUILDERS, INC Phone: 970-390-2674
Comments: 471-6456
Assigned To: " ' Entered By: JMONDRAGON K
Action: ��FCdCsLY� Time Exp:
Requestor� HEID CUSTOMSBUILDERSreNC Requested hone� 9�0 3 OM674
Comments: 471-6456
Assigned To: *"'"***"' Entered By: JMONDRAGON K
Action: �� Time Exp:
,��M�a
Inspection Historv
Item: 20 BLDG-Foundation/Steel *`Approved"'
05/18/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment:
05/26/15 Inspector: sgremmer Action: AP APPROVED
Comment:
07/13/15 Inspector: sgremmefr Action: AP APPROVED
Comment: pool forminmg shell
Item: 120 ELEC-Rough
06/03/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: pool deck conduit and bonding
07/13/15 Inspector:, sgremmefr Action: PI PARTIAL INSPECTION
Comment: pool bonding
Item: 200 MECH-Rough
06/03/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: pool deck snow melt
06/04/15 Inspector: sgremmer Action: PI PARTIAL INSPECTION
Comment: new qas regulato�
Item: 220 PLMB-Rough/D.WI�. 'Approved"
07/13/15 Inspector: sgremmefr Action: AP APPROVED
Comment: ,pool piping �� ,�
Item: 240 PLMB-Gas Piping Approved
08l24/15 Inspector: sgremmer Action: AP APPROVED
Comment:
Item: 410 S ecial Inspect-progress rept
Item: 30 BL�G-Framing
Item: 190 ELEC-Final
Item: 290 PLMB-Final
Item: 390 MECH-Final
REPT131 Run Id: 15022
t .
10-19-2015 Inspection Request Reporting Page 10
4�27 �m Vail, CO - Citv Of
Item: 420 Special inspect-final rept
Item: 90 BLDG-Final
Item: 542 PLAN-FINAL
REPT131 Run Id: 15022
NOTE: TH/S PERM/T MUST BE POSTED ON JOBS/TE AT ALL T/MES
,.
1�'1WNOFYA[L'.
Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657
p. 970.479.2139, f. 970.479.2452, inpsections 970.479.2149
COMBINATION BLDG PERMIT Permit #: B15-0064
Project #: PRJ14-0255
Job Address: 68 E MEADOW DR VAIL Applied.....: 03/25/2015
Location......: Village Inn Plaza Unit 101 Issued. . . : 05/04/2015
Parcel No....: 210108254077
OWNER GEROCA S.C. 03/25/2015
PO BOX 4351
VAIL, CO
81658
CONTRACTOR HEID CUSTOM BUILDERS, INC 03/25/2015 Phone: 970-390-2674
RIK HEID -GUY CUCCIA
PO BOX 4909
EDWARDS
CO 81632
License: C000003204
Description:
Re-water proof courtyard,Add cooking BBQ, Firepit, Pool &
Hot Tub.
� Occupancy: R-2 Type Construction: IA Valuation: $779,600.00
.....................................................•___._,...................... FEE SUMMARY ...........,�..................,,,.,,...,.>.,_.,,.........................===x,,....
Building Permit-----------> $4,563.75 Bldg Plan Check----------> $2,966.44 Use Tax Fee-----------------------> $15,392.00
Electrical Permit---------> $57.50 Elec Plan Check-----------> $37.38 Restuarant Plan Review--------> $0.00
Mechanical Permit------> $180.00 Mech Plan Check---------> $45.00 Additional Fees--------------------> $0.00
Plumbing Permit--------> $1,140.00 Plmb Plan Check---------> $285.00 Recreation Fee--------------------> $0.00
Investigation-----------------------> $0.00
Will Call------------------------------> $20.00
TOTAL PERMIT FEES--------------> $24,687.07
Payments-------------------------------> $24,687.07
BALANCE DUE------------------------> $0.00
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DECLARATIONS
I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure
according to the town's zoning and subdivision codes, design review approved, International Building and Residential Codes and
other ordinances of the Town applicable thereto.
REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149
OR AT OUR OFFICE FROM 8:00 AM -4:00 PM.
combination permit_012811
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.................................................................................,,..................+.....��.....................:......+.:........,.._._.,.,,.......,,_..._..+.....«..
CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF
Permit#: B15-0064 Address: 68 E MEADOW DR VAIL
Owner: GEROCA S.C. Location: Village Inn
Plaza Unit 101
1'rtY`�kY'i1'YIYI'kY`Yr�1'fifff4Rf4fR'RR#�R#tr�kY`wtMYfk/rirf+FRxf�xtw'��1rtrN�k###Y'i1'Y`Yr�kfY`�kt(11�Akftr4fR1`*4Rf'RR+khkN�ir++M#'#'hrtYrYeM�ki!*RfA444f4#fi V fPr##Y'fRrtrtfYrYlffRrtt'RYrf�Rir1M'4iYfrflefeRl�ti(i1rfL/rlefefe�R�1`1`44f�RRt�flelrf�flt�d�
combination permit_012811
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*««*�*„****,.**,.****.,,.,.,.,,,,,,«*«*************«**********�***********************�***********�***********..*****.*.**********.*.**********�******««*****
REQUIRED INSPECTIONS AND STATUSES
Permit#: 615-0064 Address: 68 E MEADOW DR VAIL
Owner: GEROCA S.C. Location: Village Inn
Plaza Unit 101
„*,.,,*******.*.********.**�******««*„««*,,,,«**..««***««««**************..*..*.***««************.,**««***************�************************«**««*****«*
Item: 00020 BLDG-Foundation/Steel
Item: 00120 ELEC-Rough
Item: 00200 MECH-Rough
Item: 00220 PLMB-Rough/D.W.V.
Item: 00240 PLMB-Gas Piping
Item: 00410 Speciai Inspect-progress rept
Item: 00030 BLDG-Framing
Item: 00190 ELEC-Final
Item: 00290 PLMB-Final
Item: 00390 MECH-Final
Item: 00420 Special Inspect-final rept
Item: 00090 BLDG-Final
Item: 00542 PLAN-FINAL
combination permit_012811
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BUILDING PERMIT APPLICATION
Separate permits are required for electricai, plumbing, mechanical, fireplace, etc.
�Project Street Address: � � Office Use: -
!U� E . ,�2��"�+.({ �l�, 1 Q Project#: ������� � �����
. ._.._.
(Number) (Street) , (Suite#) � DRB#: ��f—+.``�� ��f�J I � � � � �-�
BuildinglComplex Name: U�L L�(� �i�� QL��,G�� guilding Permit#: � � _ ` � �
Contractor Information:
Lot#: Block# Subdivision:
Company: C� �(�� �U S�b�'t�l �'��l L I)�'1i�L S -
Company Address: (t�, k 6 j� �[ �d `� Detailed Scope and Location of Work: �� i,u�1`��� �����y�
City: �,.�J�ufl����� State: �Cy Zip:�l ,6 3 � ��U�L ( �lfF�l�l) ; ��� �(�J�cG�� �.11rC7. � ���'FC�/,_ .
j
Contact Name: ����� ���Ti I{�, �6,1� �O�L � S�y�.( �f-a7 7v k� �
Contact Phone: � [ � "���� '�l� ��
p (use additional sheet if necessary)
E-Mail _h��� 6� i�-�t�C�O S'1a�x.Pj t1/c.l�r�LL2-s. rOrvi �
p���_ � Work Class:
Town of Vail Contractor Registration No.: ( I,l �
New( ) Addition( ) Remodel(�) Repair(�) Other( ) �
/
X_ C�'fi � �( Work Type
Contractor Signature(required) Interior( ) E�erior(�C) Both ( ) �
°"9
Property Information Type of Building: �
Parcel#: �( � ��r)���[ �i� � Single-Family( ) Duplex( ) Multi-Family(�
(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or Commercial Othef �
visit www.eaglecounty.us/patie) � � � � }
Tenant Name: 1.:��?� C�C I"� J� Does a Fire Alarm Exist? Yes(�) No O�
��r���� S �,�S�('�.� Monitored Alarm? Yes(�C) . No( ) �
Owner Name: �
Does a Sprinkler System Exist? Yes(�) No( ) (
�
,
Valuations(Labor 8�Materials) #8�Type of Existing Fireplaces: Gas Appliances k a
/ Gas Log_,� Wood/Pellet Wood Buming j
�Building: $ (p �� (JC%" '
� #&Type of Proposed Fireplaces: Gas Appliances i
Plumbing: $ ,G� �G Gas Log Wood/Pellet Wood Burning �
� �— i
_ ...... _..... _. . __.....,
Electrical: r� ' �� _ '� +�? $ � � � C�C?C�. .�� �u_ _ � .�
��,,-- � � � u. ..,.
,..'_"t
1 Date Received: �-� i�, �� l�
�MechanicaL- (including fireplace) $ �y ,T�pC'Q �,i � ;
;�
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2U14 FIRE RESISTANCE DIRECTOR'Y ISOLATEK DESIGNS
FIRE•RESISTANCE RATINGS-ANSI/UL 263�BXUV) 207
Design No. N�316
Restrained Beam Ratings—t,1-1/2,2,3 and 4(See ltem 6)
Unrestrained Beam Ratings—1,1-1/2„2,3 and 4(See Item 6)
Load Rest�icted for Canadian Applicati�ns—See Guide BXUV7
When used in Cs�nada it is required that all materials included within the UL design are also cUL certified.
2 (3 4 2-7M'
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ae..p 'Yf _aao.. I
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ii t
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1-1/2'to 3'
t
t-Thickness
8 See Teble
In Item No.6
t/2 {� �
l. Steel Beam-- W8X28 min size.
2. Normal Weight or Lighriveiglht Concrete— For normal weight concrete,either carbonate or silicious a�gregate may be used.Light-
��cight concretc,expanded shale,clay or slate a�gregate by rotary-kiln rnethod.Unit wcight may ran�e from 104 to 150 pcf.Com-
pressive stren,gth,3000 psi.
3. Shear connector— (Optional)—Studs, 3/4 in. diam headed rype ar equivalent per AISC specifications. Welded to th<;top ftange of
beam through the steel ftoor imits.
4. Welded Wire Fabric— 6 by 6—W 1.4 by W 1.4.
5. Steel Floor and Form Units*— 1-U2 to 3 in. deep fluted i.mits.
6. 5pray-Applied Fire Resistive Materials*-- Applied by spraying with watcr to the finai thicknesses shown below. Crest areas shall
be filled with Spray-Applied Fire Resistive Materials above the beam. Beam surfaces must be clean and tree of dirt,loase scale and
oil.Min average density oF 13 pcf with min. ind density of 11 pcf far Types tI,or DC/F. l�fin avg and min ind densities of 22 and 19
pef,respectiv��ly,for Type HP. For method of density de2ermivation,refer to Design Infoi-madon Section.
M1tin Thkns In.
Ra6ng Hr UnrestraineA Beam Restrained Restrained
� Rating Hr Composite Noncomposite
1%2 1/2 1/2
I-1/2 3l4 3/4 1/2
� 1 I S/16 3i4
3 �-9�16 l-7/16 1-9/16
3-I/2 1-15116 1-ll116 (-15/16
4 2-1/4 1-IS/16 2-1/4
*The 2-1/2 and 3-1%2 hour ratings are for use when mineral fiber boards, polystyrene insulation exceeding 5 pef, or palyisocyanurate
insulation are used over the concrete in D900 series desrgns as stated in the front of the Fire Resistance Directory-ILJ.FLOOR-C�ILINGS ANU
RO�F-CEtLINGS, item 21.Roof insulation.
ISOLATEK INTERNA7'IONAL--Type D-C!F, EfP or Type II.lnvestigated for exterior use. Type EBS ar Type X adhesive/
sealer is optional.
*Bearing the UL Classification Mark
� lS�- �0 6 ���-Z ,
_
�gS I F� �
� � System No. C-AJ-1149 �
C US ANSI(UL1479(ASTM E814) CAN/ULC S115 Q
Classified by V
Underwriters I.eboratories,in�. F Rating—2 Hr F Rating—2 Hr
to UL 1479 and CANNLC-S115
T Rating—0 Hr FT Rating—0 Hr
L Rating At Ambient—Less Than 1 CFM/sq ft FH Rating—2 Hr
L Ftating At 400 F—4 CFM/sq ft FTH Rating—0 Hr
W Rating—Class 1 (See Item 4) L Rating At Ambient—Less Than 1 CFM/sq ft
L Rating At 400 F—4 CFM/sq ft
2
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A
SECTION A-A
1.Floor or Wall Assembly-Min 4-1/2 in.(114 mm)thick reinforced lightweight or nnrmal weight(100-150 pcf or 1600-2400 kglm3)concrete.Wall
may also be constructed of any UL Classified Concrete Blocks*.Max diam of opening is 12 in.(305 mm).
See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers.
2.Through Penetrants—Ona metallic pipe,conduit or tubing to be installed within the firestop system.Pipe,conduit or tubing to be rigidly
supported on both sides of floor or wall assembly.The annular space shall be 0 in.(point contact)to max 1-1/4 in.(32 mm).The fol�owing types
and sizes of inetallic pipes,conduits or tubing may be used:
A.Steel Pipe—Nom 10 in.(254 mm)diam(or smaller)Schedule 10(or heavier;I steel pipe.
B. Iron Pipe—Nom 10 in.(254 mm)diam(or smaller)cast or ductile iron pipe.
C.Conduit—Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing or steel conduit.
D.Copper Tubing—Nom 4 in. (102 mm)diam(or smaller)Type L(or heavier)copper tubing,
E.Copper Pipe—Nom 4 in.(102 in.)diam(or smaller)Regular(or heavier)copper pipe.
3, Packing Material—Min 3 in.(76 mm)thickness of min 4 pcf(64 kq/m3j mineral wool batt insulation for nom 4 in.diam(and smaller)pipes,
conduits or tubings and a min 4 in.(102 mm)thickness of min 4 pcf(64 kg/m3)mineral wool batt insulation for pipe greater than nom 4 in.diam,
firmly packed into opening as a permanent form.Packing material to be recessed from top surface of floor or from both surfaces of wall to
accommodate the required thickness of fill material,
4. Fill,Void or Cavity Material`—Sealant—Min 1/2 in.(13 mm)thickness of fill material applied within the annulus,flush with the top surface of
floo�or both surfaces of wall.At the point of contact location beiween pipe and concrete,a min 1/2 in.(13 mm)diam bead of fill material shall be
applied at the concretelpipe interface on the top surface of floor and on both surfaces of wall.W Rating applies only when CFS-S SIL GG,CFS-S
SIL SL(floors only),CP601 S or CP604 sealant is used.
HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP601S,CP604,CFS-S SIL�G,CFS-S SIL SL(floors only),GP606 or FS-ONE
Sealant or FS-ONE MAX Intumescent Sealant.
*Indicates such products shall bear the UL or cUl Certification Mark forjurisdictions employing the UL or cUL Certification(such as Canada),
respectively.
�
Reproduced by HILTI, Inc.Courtesy of
Underwriters Laboratories,Inc.
Hilti Firestop Systems January 06,2015
CONCRETE TOPPING SLAB
CCW-300HV PROTECTION FABRIC
INSULFOAM RIGID IN��ULATION
(min. 25 psi)
- CCW MIRADRAIN DRAINAGE COMPOSITE
a a � CCW PROTECTION BOARD H OR HS
° a 125 MILS GF CCW-500
CCW-500 REINFORCING FABRIC
90 MILS OF� CCW-500
CCW-550 PRIMER OR
- - CCW-CONTACT ADHESIVE
a � a a
4 ° a ° .
a 4 a NOTES:
a a 1. APPLY CCW-550 PRIMER OR
CCW-CUNTACT ADHESIVE TO ENTIRE
a ° a a SURFACE AREA.
2. APPLY CCW-500R HOT APPLIED
WATERPI�OOFING SYSTEM TG ENTIRE
SURFACE AREA.
3. INSTALL CCW PROTECTION BOARD.
4. INSTALL CCW MIRADRAIN DRAINAGE
COMPOSITE.
DETAIL IS INTENDED TO BE A GUIDE fOR
WATERPROOFING INSTALLATION ONLY.
5 0 0 - 1 0 A I N S U LAT E D P LA Z A D E C K �AT,-os 6 WATF_RPROOF/�
c02012 CARLISLE C4RPORATION
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CEOF�AM
Foam-Control EPS Geofoam is a cellular plastic material that The information given is deemed to be timely, accurate,
is strong, but has very low density (1% of traditional earth and reliabie for the use of Foam-Control EPS Geofoam.
materials.) It is a manufactured in blockform and meets ASTM Each project using Foam-Control EPS Geofoam shouid be
D6817,"Standard Specification for Rigid,Celiular Polystyrene designed by a professionai engineer. The engineer or project
Geofoam." Foam-Control EPS Geofoam is available in a range specifications should be cansuited to determine the ASTM
of Types to provide control of structural integrity and cost D6817 Type r�quired for your project loading co�ditions.
effectiveness.
�oam-Control EPS Ge�ofoarri Proper�ties
ASTM D6817
Property
EPS12 EPS15 EPS19 EPS22 EPS29 EPS39 EPS46
Density', min. Ib/ft3 0.70 0.90 1.15 1.35 1.80 2.40 2.85
(kg/m3) (11.2) (14.4) (18.4) (21.6) (28.8) (38,4) (45.7)
CompressivE� Resistancet2 psi 2.2 3.6 5.8 7.3 10.9 15,0 18.6
@ 1% deforrriation, min. psf 320 520 840 1050 1570 2160 2680
(kPa) (15) (25) (40) (50) (75) (103) (128)
Elastic Modulus', psi 220 360 580 730 1090 1500 1860
min (kPa) (1500) (2500) (40007 C5000) (7500) (10300) (12800)
Flexural Strength', psi 10.0 25.0 30.0 35.0 50.0 60.0 75.0
min. (kPa:) (69) (172) (207) (240) (345) (414) (517)
Water Absorption' by vol. 9� 4.0 4.0 3.0 3.0 2.0 2.0 2.0
total immersion, max.,
Uxygen Index', min. vol. % 24 24 24 24 24 24 24
Buoyancy Farce Ib/ft�s 61.7 61.5 61.3 61.1 60.6 60.0 59.5
(kg/m3) (990) (980) (980) (980) (970) (960) (950)
Additional I�roperties for Compressilale Applic:ations
Compressive Resistance' psi 5.1 $.0 13.1 16.7 24.7 35.0 43.5
(� 5% deformation, min. psf 730 1150 1890 2400 3560 5040 6260
(kPa) (35) (55) (90) (115) (170) (241) (300)
CompressivE Resistance' psi 5.8 10.2 16.0 19.6 29.0 40.0 50.0
@ 10% deformation, min. Psf 840 1470 2300 2820 4180 5760 7200
(kPa;) (407 (70) (110) (135) (200) (276) (345)
'See ASTM D6817 Standarcl for test methods and complete information
z Combined live and dead load stresses should not exceed the compressive resistance at t�o d�aformation.
W W W.GEOFOA�M.COM
F'OAM E PS
G�_oFO,AM
Foam-Contral EPS Geo�Foam is used in ground Adhesives, �.oatings, and Chemi�cals.
fiii applicatians where a lightweight fill mate- �;olvents which attack Foam-Control EPS Geofoam include
rial is requir�d to reduce stresses on underlying
e�sters,ketones,ethers,aromatic,and aliphatic hydrocarbons
or adjoining soils/structures. and their emuisions, among others. if Foam-Control EPS
Re�dy to Us�a. Geofoam is to be piaced in contact with materials (or their
vapors) of unknown composition, pretest for comp�tibility
Foam-Control EPS Geofoam maximizes onsite installa- at maximum exposure temperature.
tion efficiency: material arrives ready to place, no weather
delays, material can be prefabricated or cut at the jobsite, «uality Assiarance.
no staging required, material can be inventoried,production Foam-Control EPS Geofoam meets or exceeds the re-
efficiency improved,and it is Easy to handie. quirements of ASTM U6817, "Standard Specification
Deyign LOads. f�or Rigid, Cellular Polystyrene Geofoam" ��p�5►fj�.o
Foam-Controi EPS is monitored for G1ual- ,,
For most appiic<�tions,long-term design loads shouid not ex- ity Control and Listecd' by Underwriters a�
ceed the linear elastic range of Foam-Control EPS Geofoam. L.aboratories Inc.
Corribined live and dead load stresses should not exceed the
compressive resistance at 1%strain. F2eSi5t1i1Ce 1:o TeCtltlt��s, Mofd, �ttd Mi{dew.
In general earthwork applications (such as levees, dikes, Foam plastics have been shown to become i:ermite
berms,etc.)uplift buoyancy force must be counteracted with infested under certain exposure conditians. Foam-Control �'
overburden or restraint devices,such as geogrids,geomem- E:PS with Perform Guard" provides
branes,hold down devices,etc. resistancetotermiteinfestation.Please /1pQrform�Guard"
review literature on Foam-Control ��7ERMI7E RESISTANT
$IZ� dnd $hdip@. EPS with Perfoirm Guard for complete
Foarn-Control EPS Geofoam i�s produced in block form and �nformation.
is easily positioned at the work site. Standards sizes: F oam-Control EPS Geofoam will not decompose and
• 4'(1.2 m)widths vvill not support mold or mildew growth. Foam-Control EPS
Geofoam provides no nutrient value to plants or anirrials.
� 8'(2.4 m)up to 16'(4.��m)lengths
• 1"(25 mm)to 36"(914 mm)thickness �>torage andl Ballast.
Other sizes and fabrication can be provided by the manu- �oam-Control E:PS Geofoam stands up well to normal short-
fact�rer, term weather conditions encountered during installation.
Exposure to Water and Water Vapor. L.ong-term exposure to sunlight causes yellowing and a
slight embrittlement of the surface due to ultraviolet light.
The mechanical properties of Foam-Controi EPS Geofoam 1'his has little effect on mec.hanical properties. If stored out-
are unaffected by moisture. Exposure to water or water doors,cover Fc�am-Control EPS Geofoam with opaque poly-
vapor does not cause sweliing. ethylene film,t+�rps,or similar material.
T2i911p@Yatu!'2 EXpOSUY@/Flalll@ RE?tdl'd�itt5. Foam-Control fcPS Geofoam should be ballasted to prevent
Foam-Control EPS Geofoam is able to withstand the ri�ors clisplacement by wind or high water conditions,both in stor-
of temperature cycling,assuring long-term performance. age and during all phases of placement.
Although flame retardants used in thE manufacture of �arranty.
Foarn-Control EPS Geofoam provide an important margin of F oam-Control EPS Geofoam Licensees offer a aroduct
safety,Foam-Cc�ntrol Geofoam must be considered combus- vvarranty ensuring physical properties.
tible.
The maximum r�commended long-term exposure temp�ara-
ture for Foam-Control EPS Geofoam is 16S°F(74°C).
2
FOAMIEPS
GEOF'OAM
SPECIFICATIO�IS
SEC.TION 31 23 23.43 EF�S GEOFt)AM <"!.02 EPS GEOFOAM
PA12T 1 - GE��ERAL A. Foam-Control EPS Geofoam in compiiance with
ASTM D6817.
1.011 SUMMARY B. Select one or more of the Foam-Control EPS
Geofoam Types from the listings as follows, as re-
A. Section includes expanded polystyrene (EPS) quired by the project:
Geofoarr�. 1. Foam-Control EPS Geofoam: ASTM D6817
B. Related Sections: Sections relat�d to this secr.ion [Type EPS12], [Type EPS15], [Type FPS19],
include: [Type EPS22], CType EPS29], [Type EP539],
1. Earthworks: Division 31 Earthworks sections. [Type EI�546].
1.02 REFERENCES C. All Foam-Control EPS Geofoam bbxks shall be�treat-
A.ASTM D6817 - Standard Specification for Rigid, ed by the manufacturer with a tested and proven ter-
Cellular F�olystyrene Geofoam, mite treatment for below grade applications, 3 year
minimum field exposure. The trea�tment shali k>e EPA
1.03 SUBMI'TTALS register�ad, meet requirements of ICC ES EG239,and
A.Submit EPS Geofoam rnanufacturer's product litera- be recognized in an ICC ES report.
ture and TechData,inciuding: i!.03 GEOGRIPPER RLATES
1, Physical properties in compiiance with A5TM
D6817 Type specified. A.GeoGripper`"' plates shall be used to restrain EPS
2. 10-yenr physical pro�erty warranty. Geafoarn from moving lateraily in layer over layer
B. Shop drewings showing EPS Geofaam block layout. applications. The GeoGripper plate shall be man-
C. Quality Assurance:Submit the follawing: ufactured by AFM �orporation. The plate sinall be
1. Test Compiiance: Summary of test compliance made oi galvanized or stainless steel with two-sided
with specified performance characteristics and multi-barbed design capable of piercing geofoam.
physic:al properties. Each plate shall be capable of a laterai hiolding
2. Certificates: Manufacturer shall supply a product strength of 60 Ibs.
certificate showing evidence of Third Party Qual- ""Note to Specifier"** It is the responsibility of the
ity Controi, designer/engineer to determining the suitability and
1.0�4 DELIVERY, STORA,GE, AND HANDLINC� number of GeoGripper Plates. Two plates for each 4'
x 8' section of EPS biock is a minimum recommen-
A. Deliver EPS Geofoam 1�3beled with material Type. dation to minimize block to block movement during
B. Store above ground, and protected from moisture installation.
and sunlight prior to in�tallation. F�ART 3 - EX;ECUTIOM
C. Product shouid not be exposed to open flame or
other ignition sources. �.Ol MANUFACTURER'$ INSTRUCTIONS
1.0'S WARR�4NTY A. Complia�nce: Comply with manufacturer's EPS
A. Provide FPS Geofoam 10-year warranty covering the Geofoarn product data; including technical bulietins.
long-term physical property of expanded polysty- �i.02 PREP�'�RATION AND INSTALLATION
rene Geafoam.
A. Site Verification of Conditions: Verify conditions of
PA12T 2 - PR�DUCT5 substrate, grade and other conditions which affect
instailation of geofoam.
2.01 MANUF=ACTURER B. Installation: [ Specify instructions to suit project
'**Note to Specifier"•• Insert the name and address requirernents.]
of the locai Licensed Foam-Controi EPS Geof�am C. Bailast: Foam-Controi EPS Geofo�m should be bal-
supplier. lasted to prevent dispiaCement by wind or high water
A. Local Supplier: conditions, both in storage and during all phases of
B. AFM Corporation placeme!nt.
17645 Juniper Path,Suite 260 3iA3 PROTF:CTION
Lakeville, Minnesota 55044
Telephone(952)892-0809 A. Protection; Protect instailed product and finish
www.geofoam,com surface=_, from damage during construction as re-
quired.
3
.-
INSTALL.ATION GUIDELINES
IItSt�lldti0li. 2. Material is E�laced as required by the engineer and as shown
on the drawings.
Pl�ase refer to ASTM D7180, "Standard Guide for use of 3 g�ocks of Foam-Control EPS Geofoam should be ��laced
Expanded Polystyrene(EPS)Geofoam in Geoiechnical projects."
tightly on the prepared s+3nd pad/leveling course (sand
must not be frozen). If multiple layers of Foam-Control EPS
For most applications utitizing solid subgrades the following
Geofoam are required, orient successive layers of bic�cks at
guidelines appiy.
90°to previous layer. Offset block joints between layers.
S�abgrade PrEapat'BtlOne 4. Geofoam rmust receive temporary ballast during ail phases
oF construction to prevent dispiacement by wind or high
1. Clear and grub site.
2. Excavate existing soil if required, Water conditi�ns.
3. At design engineer's disCretion, place� geotextile over 5. In order to facilitate construction during precipita-
graded surface, i.e.,soft soils,etc. tion or when frost or icing is encountered, hori�ontai
4. Dewater site as required. restraint between layers <�f Foam-Control EPS Geofoam
5. Place a sand pad/Ieveiinc� course over the prepared sur-
may be desired. Use of GeoGripper Piates placed be-
face,2"(50 mmj thickness minimum. Level to+-1/2"per 10' t�veen horizontal layers of biocks should occur. Con-
(10 mm per 3 meters)horizontal. Sand pad surtaces should sult GeoGripper Plate literature for plate specificejtions.
be above groun� water level at time of Foam-Contro� EPS 6. Commencfa with the piacement of permanent overlying
materials as quickly as practical.
Geofoam placement.
7. In pavement design for c�id regions where differenti�i icing
Placement. may occur, provide an adequate thickness of a well graded
1. At time of material delivery, verify identification marks Crnust contain a high degree of fines)subbase mix which will
on face of the product. Use material of proper Type retain moisture. Most designs are adequate with sub-base
only and as specified. Field sampiing and testing of the thickness of:?0" to 32° (5C�0 mm to 800 mm) placed over
Foam-Control EP5 Geofoam will be as specified by the the Foam-Co�ntroi EPS Geofoam.
Engineer. Properties of density and compressive resistance
shall be verified in accordance with the spe�cification. Disclalmer
Guidelines provided herein give basic informatipn and illus-
trate examples of Foam-Cantrol EPS Geofoam installation.
The basic infnrmation provide herein is not intended to cov-
er every potential use and application of the Foam-Control
EPS Geofoam. It is the res�onsibility �f the instalier to be-
come familiar with his specific application and determine if
the Foam-Control EPS Geofoam is suitable. By commencing
work, the installer accepts full responsability for the proper
end safe installation of Foam-Control EP5 Geofoam at his
job site. Furthermore, it is the sole responsibility of the in-
staller to mee�t ail federal and local regulatory requirements
far job site safety for him<_;elf, his workers and any others
on the job site while in the execution of all phases of the
Foam-Control EPS Geofoam instailation.
,4FM FOAN7
Fonm-ConUol EPS producfs are manufao-
tured by AFM Corporetion licensees.
F� �A M T E C: H N O I� O G 1 E 5 CopydgM�2012AFMCorpNation.
Ali nghls reserved.P�nted in USA.
Foam-COntrol,Control,Not Comproirvse,
For further informatlon about GeoGdpper,andPertortnGuardaretrade-
marks ofAFM Corporatlon,Lakeville,MN.
Foam-Control EPS
Ul lopo is e regislered hademark of
��S�t www.achfoam.e�om UnAerwritersLaboretoriesinc.
I GFOSit/12-E
� - s
I . � , � • 4 ` °a•
■
�Ot01TRC?L.
t
Department of Community Development
� 75 South Frontage Road
T01lVN �F VAIL� vai�, co$�ss�
Tel; 970.479.2128
www.vailgov.com
Development Review Coordinator
TRANSMITTAL FORM
Use this form when submitting additional information for planning applications or building permits.
This form is also used for requesting a revision to building permits. A two hour minimum building review
fee of$110 will be charged upon reissuance of the permit.
_. _ .
_._ __ .. . _.... __
__.._.__._. . _ __.._._.
_ __
pp ication/Permit#(s)information applies
to: Attention: �Revisions
��� — U Q (9� �,�i �Response to Correction Letter
i f �attached copy of correction letter
�� �'�-Qa,.'� Q Deferred Submittal
f�Other
__ _..
_ .. . . .._...
_.. _.._ _ _.
...._... __ _.... _ _ _ _ . .
Project Street Address:
(�v �' VV'��1�r►�'c�v� ��Z-- �'1�0 �
(Number) (Street) (Suite#)
_
_ . _ _ ___. _
Building/Complex Name: ���C� �,F'�lr�►�(�"'�l� Description of Transmittal/List of Changes, Items Attached:
� . _..., �' �-� � t�-.�
. _ _ _ . l/1/� �� �l z�,,,�
Applicant Information
(architect,contractor,owner/owner's rep)
�ontact Name: I�C.� �1-�..�t,C� S`'� � "'�'.�„-' '.�,.'\ �� � � �� " C�
Address: C��`�`X, �-`�'�.O �
City_�1�w �Yw� S State: � Zi d",�� � �-�-�
P�s.Li��� -
Contact Name:
`(use additional sheet if necessary)
Contact Phone: ��1� � °I � Z-� �� , _
_
Building Permits:
Contact E-Mail:!'�� �=-� ��C ti c,��`,t.tS�',"0�'✓�yj�,�,,�4;�¢�S Revised ADDITIONAL Valuations(Labor&Materials)
e ��� (DO NOT include originai valuation)
I hereby acknowledge that I have read this application,filled out Building: $
in fuii the information required,completed an accurate plot plan,
and state that all the information as required is correct. I agree to Plumbing: $
comply with the information and plot plan,to comply with all Town
ordinances and state laws, and to build this structure according Electrical: $
to the town's zoning and subdivision codes, design review ap-
proved,International Building and Residential Codes and other i Mechanical: $
es of the Town applicable thereto.
X 'Total: $0
O n ner' resentative Signature(Required) '
- Date Received:
For O�ce Use Only:
Fee Paid: D � � � p � ��
Received From:
Cash Check# A�� �� ��9 C �
CC: Visa/MC Last 4 CC# exp,date: I J
Authorization#
TOWN OF V�IL
EGGERS
ARCHITECTURE , INC
April 14, 2015
Martin Haeberle
Town of Vail Building Department
75 South Frontage Road West
Vail, CO 81657
RE: B15-0064 100 E Meadow Drive Unit#101
Dear Mr. Haeberle,
Please find below the responses to the permit submittai comments dated 3/31/2015:
Architectural:
Sheet C
l. The building information for occupancy has be�n updated to the 2012 IBC.
2. The building information for fire rating has been updated to the 2012 IBC.
3. The building information for fire assembly separation has been updated to the 2012 IBC.
No shafts are proposed. Note that the pool itself is on the exterior of the building and
therefore,penetrations from the garage mezzanine or boiler room dan't require a
separation or penetration�ssembly.
4. Areas not included under the permit have been clouded and noted on the individual pages
as "not a part of this permit".
5. Mechanical, Plumbing and Electrical plans have been submitted as requested.
6. The engineer of record has reviewed and stamped the attached pool construction
docwnents.
ILC Survey
1. The ILC has been stamped by the surveyor.
P1
1. The planting plan has been stamped.
Sheet A 1.0
1. There are no fire rated assemblies affected on this level.
Sheet Al.l
1. The fireproofing has been noted on the plan and a detail provided on sheet A3.2.
2. Architectural plans are per this page. M.E.P. plans have been attached.
Sheet A 1.2
l. M.E.P. plans have been attached to address the gas piping. Penetrations from the garage
to the exterior space shouldn't require a penetration sealant. Details for penetrations
between the gaxage and living areas are shown on sheet A3.2.
2. The�uard rail reference has been removed. The decks are not being built as part of this
permit submittal.
P.O. Box 798 Kremmling Colorado 80459
(970) 724-3411 Fax (970) 724-3412
Sheet A 1.3
1. The proposed addition is not part of this permit submittal. It has been clouded and
labeled as such.
Sheet A2.1
1. The decks have been noted as not a part of this permit submittal.
Sheet A3.2
1. This page has been updated with additional information regarding fire rated assemblies,
fire penetrations and manufacturer specs on waterproofing.
Structural:
Sheet S 1
1. The pool shop drawings have been attached and reviewed by the Engineer of Record.
2. Loads were verified as part of the shop drawing review.
3. The guard rails are not a part of this permit submittal and reference has been removed.
Plumbing, Mechanical, &Electrical:
1. Plans have been attached as prepared by a licensed Engineer.
2. Sheet E1 has been eliminated, as is unnecessary with the electrical plans provided by the
engin.eer.
Please feel free to contact my office if you have any questions or need further clarification on
any of the responses above or information provided regarding to your comments.
Sincerely,
' ,,(��i�� �•Q�O�
Don Eg �•'�t" 90
Eggers Architecture Inc. � OUNALD W..
EGGERS
�-3388 �.,
�r�� ��Gt
�'�/`S,�D A�t�r��
. ,
�,,�a�,,�v�Slna�� r--''=--�--_'-',`,►
�
GC�VtSU`'�j�V1,q IVIG,
�J
MARCH 31s', 2015
STRUCTURAL CALCULATIONS
STRUCTURAL DESIGN OF POOL AND SPA
i,� x�t��Y iv�3�,t�i�t.l`� i�i�i�l: �iv� i ti�i
VAIL, CO $1657
DESIGN CRITERIA 2012 IBC
,�;�.rxz-,c�,���
Cr�Q�P�o��1'FT F'�'s�'�.
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s� :p� �y: 4�
0047313 �
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,:. �SIO�• '�C\
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7
Dave J. Peterson,P.E.
lq� (.om�a�. Sa��t� ��� ^rive, Suite 202 Solana Beach, California 92075-1252 USA O: 858J20.1001 F: 858.720.9001.
, „ . , ,. , > . _
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Use menu item Settings>Printing&Title Block Title POOL WALL Page:
to set these five lines of information Job# ADIr01 Dsgnr: ML Date: 31 MAR 2015
for your program. Description....
This Wall in File:W:\ Jobs\ Active�ADl-01 Vail\ENGR�adi-01.RPX
ReWinPro 10(c)1987-2014, Build 10.14.12.11
License:KW-06060211 Cantilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,ACI 530-11
License To:Watershape Consulting Inc.
Criteria Soil Data
Retained Height - 4.00 ft Allow Soil Bearing = 1,500.0 psf
Equivalent Fluid Pressure Method Y�'`�'""���1
W all height above soil = 0.00 ft Heel Active Pressure = 62.4 psf/ft '
Slope Behind W all = 0.00:1 = , ' ��.
Height of Soil over Toe = 0.00 in Passive Pressure = 250.0 psf/ft ' ') \
� -', ! `
W ater height over heel = 0.0 ft Sal Density,Heel = 110.00 pcf , �
Soil Density,Tce = 0.00 pcf , � n
Footing��Soil Friction = 0.400
Soil height to ignore
for passive pressure = 12.00 in
Surcharge Loads Lateral Load Applied to Stem Adjacent Footing Load
Surcharge Over Heel = 0.0 psf Lateral Load = 0.0#/ft Adjacent Footing Load = 0.0 Ibs
Used To Resist Sliding&OveRuming ...Height to Top = 0.00 ft Footing Width = 0.00 ft
Surcharge Over Tce = 0.0 psf ...Height to Bottom = 0.00 ft Eccentricity = 0.00 in
Used for Sliding&Overtuming The above lateral load Wall to Ftg CL Dist = 0.00 ft
AXial Load A lied to Stem has been increased 1.00 Footing Type Line Load
PP by a factor of Base Above/Below Soil
Axial Dead Load = 0.0 Ibs W ind on E�ased Stem = 0.0 psf at Back of W all - 0.0 ft
Axial Live Load = 0.0 Ibs Passon's Ratio = 0.300
Axial Load Eccentricity = 0.0 in
_
Use menu item Settings>Printing&Title Block Title POOL WALL Page:
to set these five lines of information Job# ADI�1 Dsgnr: ML Date: 31 MAR 2015
for your program. Description....
This Wall in File:W:\ Jobs\ ActiveWDl-01 Vail\ENGR�adi-01.RPX
RetainPro 10(c)1987-2014, Build 10.14.12.11
License:KW-06060211 Cantilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,ACI 530-11
License To:Watershape Consulting Inc.
Design Summary Stem Construction eottom
Stem OK
Wall Stability Ratios Design Height Above Ftg ft= 0.00
Overturning = 3.41 OK W all Material Above"HY' = Concrete
Slab Resists All Sliding! Design Method = LRFD
Thickness = 8.00
Total Bearing Load = 2,225 Ibs Rebar Size = # 4
...resuttant ecc. = 7.22 in Rebar Spacing = 12.00
Soil Pressure Toe = 1,165 sf OK Rebar Placed at = Center
@ P Design Data
Soil Pressure @ Heel = 22 psf OK fb/FB+fa/Fa = 0.314
Allowable = 1,500 psf Total Force @ Section
Soil Pressure Less Than Allowable Service Level Ibs=
ACI Factored @ Tce = 1,398 psf Strength Level Ibs= 798.7
ACI Facta'ed @ Heel = 27 psf
Footing Shear @ Toe = 0.0 psi OK Moment....Actual
Service Level ft-#_
Footing Shear @ Heel = 3.0 psi OK Strength Level ft-#= 1,065.0
Allowable = 75.0 psi
Sliding Calcs Slab Resists All Sliding! phiMn or Mallowable = 3,387.6
Lateral Sliding Force - 728.9 Ibs Shear.....Actual
Service Level psi=
Strength Level psi= 16.6
Vallowable/(bd) psi= 75.0
Wall Weight = 100.0
Rebar Depth 'd' in= 4.00
Masonry Data
fm psi=
Load Factors Fs psi=
Building Cale IBC 2012,AC1 Solid Grouting =
Dead Load 1200 Maiular Ratio'n' _
Live Load 1.600 Short Term Factor =
Earth,H 1.600 Equiv.Solid Thick. _
W ind,W 1.000 Masonry Block Type = Medium W eight
Seismic,E 1.000 Masonry Design Methaf = ASD
Concrete Data
f'c psi= 2,500.0
Fy psi= 60,000.0
Footing Dimensions 8�Strengths Footing Design Results
Tce W idth = 0.00 ft Toe Heel
Heel Width = 3.75 Factored Pressure = 1,398 27 psf
Total Footing Width = 3.75 Mu':Upward = 0 1,913 ft-#
Footing Thickness = 10.00 in Mu':Downward = 0 3,223 ft-#
Mu: Design = 0 1,310 ft-#
Key Width = 12.00 in Actual 1-WayShear = 0.00 3.01 psi
Key Depth = 0.00 in Allow 1-W ay Shear = 0.00 75.00 psi
Key Distance from Toe = 2.00 ft Tce Reinforcing = #7@ 16.00 in
flc = 2,500 psi Fy = 60,000 psi Heel Reinforcing = #6@ 16.00 in
Footing Concrete Density = 150.00pcf Key Reinforcing = None Spec'd
Min.As% = 0.0018 Other Acceptable Sizes&Spacings
Cover @ Top 2.00 @ Btm.= 3.00 in Tce: Not req'd,Mu<S*Fr
Heel: Not req'd,Mu<S'Fr
Key: Slab Resists Sliding-No Force on Key
Use menu item Settings>Printing&Title Block Title POOL WALL Page:
to set these five lines of information Job# ADI�01 Dsgnr: ML Date: 31 MAR 2015
for your program. Description....
This Wall in File:W:\ Jobs\ ActiveWDl-01 Vail\ENGR�adi-01.RPX
RetainPro 10(c)1987•2014, Bwld 10.14.12.11
License:KW-06060211 Cantilevered Retaining Wall Design Code: IBC 2012,ACI 318-11,ACI 530-11
License To:Watershape Consulting Inc.
Summar of Overturnin & Resistin Forces& Moments
.....OVERTURNING..... .....RESISTING.....
Force Distance Moment Force Distance Moment
Item Ibs ft ft-# Ibs ft ft-#
Heel Active Pressure = 728.9 1.61 1,174.3 Soil Over Heel = 1,356.7 2•21 2,996.0
Surcharge over Heel = Sloped Sal Over Heel =
Surcharge Over Tce = Surcharge Over Heel =
Adjacent Footing Load = Adjacent Footing Load =
Added Lateral Load = Axial Dead Load on Stem =
Load @ Stem Above Soil = 'Axial Live Load on Stem =
= Soil Over Tce =
Surcharge Over Tce =
Total 728.9 O.T.M. 1,174.3 Stem Weight(s) = 400.0 0.33 133.3
Earth @ Stem Transitions =
- - Footing Weight = 468.8 1.88 878.9
Resisting/Overturning Ratio = 3.41 Key Weight = 2.50
Vertical Loads used for Soil Pressure= 2,225.4 Ibs VeR.Component =
Total= 2,225.4 Ibs R.M.= 4,008.2
'Axial live load NOT included in total displayed,or used for overtuming
resistance,but is included for soil pressure calculation.
Tilt
Horizontal Deflection at Top of Wall due to settlement of soil
(Deflection due to wall bending not considered)
Soil Spring Reaction MaJulus 250.0 pci
Horizontal Defl @ Top of W all(approximate only) 0.035 in
The above calculation is not valid if the heel soil bearing�ressure exceeds that of the toe
because the wall would then tend to rotate into the retained soil.
�
.
� T�WN OF VAII, '
FINAL REPORT OF SPECIAL INSPECTIONS
� ��
Project: Roj as Patio Permit Number:��_
Project Location: Unit 101, Village Inn Condos
Owner �� � �
� 1 �
Address C�tY� Z�p�
Special Inspections Agency
�Desigr�Prc�#essier�al�n-Gl�afg�GROUND Engineering Consultants, Inc.
Address: PO Box 464
C�ty. Gypsum State: CO Zip: 81637 Phone: (970) 524-0720
Fax: (970) 524-0721 E-mail: chris hutto@cTroundenq.com
carl .hendersonCgroundeng.com
To the best of my information, knowledge, and belief, the special inspections and/or testing required for
this project, have been completed in accordance with the contract documents.
Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be
considered an integral part of this final report. Any discrepancies that were noted in all interim reports
have been corrected.
*Please see "15-6517 Rojas Patio Matl Test Reports 151020 Complete"
Prepared by:
:� �O R�G�s
O ���HEIY�'•�t�`
Carl Henderson, P.E. < < Q�t,,��b• , . ���.,� , _-
T pe or Print N e v:Q 38882 O:�
�U �
��.
Si nature �/pj,jp�,�
10-20-15
Date
Preparer's Seal and Signature Required
-12-
G��,axaTyyc
��
�A� uNa
ENGINEERING octoberzo, 2ols
Subject: Materials Testing Summary, Rojas
Patio — Unit 101 Vail Village Inn - Materiais
Testing — Special Inspections, Eagle County,
Colorado
Job Number: 15-6517
Mr. Guy Cuccia
Rik Heid Custom Builders
PO Box 4909
Edwards, CO 81632
Dear Mr. Cuccia,
For the period ending October 20, 2015, representatives of GROUND Engineering Consultants,
Inc. were on site to provide materials testing services at times scheduled by the Contractor,
Subcontractor and/or Owner. Our reports have been completed in the field as our testing and
observations were performed. The Contractor and applicable Sub Contractors were notified of
the testing results and/or observations prior to our departure from the project site.This summary
report includes the observation reports as well as the materials test results.
Please do not hesitate to contact this office if you have any questions concerning these reports.
Sincerely,
GROUND ENGINEERING CONSULTAN7S, INC.
C.�l��
Chris Hutto, CET
Construction Services Manager
GYPSUM OFFICE PO Box 464 � 101 A Airpark Drive,Unit 9 � Gypsum,CO 81637 � (970) 524-0720 � www.groundeng.com
ENGLEWOOD � COMMERCE CITY ( LOVELAND � GRANBY � GYPSUM � CASPER
Rojes Patio—Unit 101 Vail Village inn-Materiala Testing/Special Inspection
Eagie County,Colorado
Drilled & Epoxied Reinforcing Steel
Field Observation Reports
Job#15-6517 GROUND Engineering Consultants,lnc. Period Ending 1Q/20l2015
' Client: Mc Guy Cuccia
• ��0��� Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,C081632
Rojas Patio - Unit 101 Vail Village Inn
Drill and Epoxy Cover Report
Date: Mays,20�5 Job Number: t5-ssi7
General Contractor: Rik Heid Custom Builders Rep. Notified: �uy
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
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No.of Pages Attached: 1
Field Representative: Sh811e S01'erlSen
www.groundeng.com
Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junction,Casper
�
� Client: Mr.Guy Cuccia
��0�� Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,COS�s32
Rojas Patio - Unit 101 Vail Village Inn
Report Date: May 6,2015 Job Number: 15-6517
General ConVactor: Rik Heid Custom Builders Rep. Notified: Guy
Subcontractor: Edge Welding Rep. Notified: Bruce
Documents Used: Plans
Drfll and Epo�cy
Drillin
Location: t.) East end connections for new beams below pool deck(5 beams from north side)
2.) Connections of new beams below pool deck to composite floor slab above(5 beams from north side)
3.)
4.)
Orientation(vertical/horiaontal): 1.) Horizontal 3.)
2.) Vertical 4)
Hole Diameter(inches): 1.) 3/4 Length(inches): 1.) 6
2.) 1/4 2.) 21/2
3.) 3.)
4.) 4.)
Hole Spacing(inches): 1.) 6"x 13" 3.)
2.) 24"O.C.alternating sides 4�)
Drilling Equipment: Hammer drill
Method to Ciean Hole: Compressed air
Epoxv
Epoxy Type: N/A
Epoxy Expiration: N1A
Placement Method: N/A
Reinforcement
Type(rebar/bolUanchor): 1.) Expansion anchor Size: 1.) 3/4 Length(inches) 1.) 6 1/4
2.) Expansion anchor 2.) 1/4 2.) 2 1/4
3.) 3.) 3.)
4.) 4.) 4.)
Placement Method: Hammer,wrench
Additional Reinforcing Steel: N/A
Field Representative: Sh8f1e SOfenSetl
Comments:
www.groundeng.com
Englewood,Commerce City,Loveland,Granby,Gypsum,Grand Junction,Casper
' �� Client: Mr.Guy Cuccia
��O� Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTANTS Edwards,costss2
Rojas Patio - Unit 101 Vail Village Inn
Drill and Epoxy Cover Report
Date: nnay i3,2015 Job Number: i5-s5�7
General Contractor: Heid Custom Building Rep. Notified: �uy
As scheduled,a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
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No.of Pages Attached: 3
Field Representative� Shane Sorensen
www.groundeng.com
Englewood,Commerce City, Loveland,Granby, Gypsum,Grand Junction,Casper
' ��� Client: Mr.Guy Cuccia
��O Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTF�NTS Edwards,CO8�s32
Rojas Patio - Unit 101 Vail Village Inn
Comments
Date: May�s,2oi5 Job Number. i5-ss��
General Contractor: Heid Custom Building Rep. Notified: �„y
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www.groundeng.com
Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junction,Casper
' ��� Client: Mr.Guy Cuccia
��O Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,COSts32
Rojas Patio - Unit 101 Vail Village Inn
Reporl Date: May 13,2015 Job Number: 15-6517
General Contractor: Heid Custom Building Rep. Notified: Guy
Subcontractor: DAC Concrete and Cleaning Rep. Notified: David
Documents Used: Plans
Drill and Epoxy
Drillin
Location: 1.)W wall on patio
2.) E curved pool wall
3.) W pool wall
4.)
Orientation(vertical/horizontal): 1.) Vertical 3.) Vertipl
2.) Vertical 4.)
Hole Diameter(inches): 1.) 5/8 Length(inches): 1.) 5
2.) 5/8 2.) 5
3.) 5/8 3.) 3 1/2
4.) 4.)
Hole Spacing(inches): 1.) 16 3.) 16
2.) 16 4)
Drilling Equipment: Hammer drill
Method to Clean Hole: wire brush,Shop vac and compressed air
EDOxv
Epoxy Type: SIMPSON:Strong Tie,Set-xp 161Q336Q and HILTI HIT-HY 200-A
Epoxy Expiration: SIMPSON:2/2016 and HILTI 10f2015
Placement Method: Pump gun
Reinforcement
Type(rebarlbolUanchor): 1.) Rebar Size: 1.) 5 Length(inches) 1.) 32
2.) Rebar 2.) 5 2.) 32
3.) Rebar 3.) 5 3.) 32
4.) 4.) 4.)
Placement Method: Epoxy gun
Additional Reinforcing Steel: N/A
Field Representative: Shane Sorensen
Comments: Roughly 2/3 of today's drill and epoxy bars were in place prior to arrival at our scheduled inspection time.
www.groundeng.com
Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junc6on,Casper
� �� Client: Mr.Guy Cuccia
��O� Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,CO8�s32
Rojas Patio - Unit 101 Vail Village Inn
Drill and Epoxy Cover Report
Date: May 20,20�5 Job Number: i5-s5ta
General Contractor: Rik He�d C�stom au�iders Rep. Notified: �uy
As scheduled, a representative visited the project site to perform special inspections for drill and epoxy at
locations requested.
Comments or Photos:
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No. of Pages Attached: 3
Field Representative: ShBne SOrensen
www.groundeng.com
Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junc6on,Casper
�
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� �� Client: Mr.Guy Cuccia
��O� Rik Heid Custom Buitders
PO Box 4909
ENGINEERING CONSULTFINTS Edwards,cosis32
Rojas Patio - Unit 101 Vail Village inn
Comments
Date: May 20,20�5 Job Number: �5-s5�s
General Contractor: Rik Heid custom Bu�iders Rep. Notified: ��y
Additional Comments or Photos:
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www.groundeng.com
Englewood,Commerce City,Loveland,Granby,Gypsum,Grand Junctlon,Casper
' � Client: Mr.Guy Cuccia
��0�� Rik Neid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,COS�s32
Rojas Patio - Unit 101 Vail Village Inn
Report Date: May 20,2015 Job Number: 15-6518
Generai Contractor: Rik Heid Custom Builders Rep.Notified: Guy
Subcontractor: N/q Rep. Notified: N/A
Documents Used: Plans
Drill and Epoxy
Drillin
Location: 1.)Mechanical room at 1.3/G,steel dedc support angle to concrete wall
2.)
3.)
4.)
Orientation(vertical/horizontal): 1.) Horizontal 3.)
2.) 4.)
Hole Diameter(inches): t.) 3/4 Length(inches): 1.) 4 1/4
2.) 2.)
3.) 3.)
4.) 4.)
Hole Spacing(inches): 1.) 12 3�)
2.) 4.)
Drilling Equipment: Hammer driil
Method to Clean Hole: Shop vac and compressed air
Epoxy
Epoxy Type: N/A
Epoxy Expiration: N/A
Placement Method: N/A
Reinforcement
Type(rebar/bolUanchor): 1.) Expansion anchor Size: 1.) 518" Length(inches) 1.) 4 1/4
2.) 2.) 2.)
3.) 3.) 3.)
4.) 4.) 4.)
Placement Method: Hammer,wrench
Additional Reinforcing Stee�: N/A
Field Representative: Sh2f1@ SOf@IlS@11
Comments. Anchor bolts consisted of the brand Powers Fasteners:Power-Stud+SS1,part#:7432SD1
www.groundeng.com
Englewood,Commerce City,Loveland,Granby,Gypsum,Grand Junction,Casper
Rojas Patio—Unit 101 Vail Viilage Inn-Materials Testing/Special Inspection
Eagle County,Colorado
I
Shotcrete
Field Observation Reports/ Compressive Strength
Job#15-6517 GROUND Engineering Consultants,inc. Period Ending 10/20/2015
rr�rn�..�. .�
' �� Client: Mr.Guy Cuccia
��O� Rik Heid Custom Builders
PO Box 4909
ENGINEERING CONSULTRNTS Edwards,costs32
Rojas Patio - Unit 101 Vail Village Inn
Job No: i5-ss�7
Date: Juiy 21,2015
General Comments
As scheduled, a representative arrived on-site to perform the below discussed services and we have
the following comments.
While on site,we observed Colorado Pool and Spa Scapes placing shotcrete for the construction of the new pool and spa on the
patio of Vail Village Inn Unit 101. The contractor prepared two shotcrete sample panels,which will be picked up after initial cure
and cored for compression test samples. The concrete supplier was Casey Concrete,mix identification:8.5 Sack Shotcrete,total
cubic yards placed:50+,temperature at time of sample preparation:72 F.
Rik with Heid Custom Builders and Shane with Colorado Pool and Spa Scapes were notified of our observations.
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Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junction,Casper
�ROUrin
ENGINEERIN6 CONSULTRNTS
SHOTCRETE PROPERTIES
Project: Rojas Patio- Unit 101 Vail Village Inn
Job Number: 15-6517 Date: July 21, 2015
Client: Rik Heid Custom Builders
PO Box 4909
Edwards, CO 81632
Attn: Mr. Guy Cuccia Core Set Number: 1
Compressive Strength of Shotcrete Cores
Cast Date: 7/21/2015 Laboratory ID #: 5321
Placement Location: New pool and spa on patio
Supplier/ Mix ID: Casey Concrete/8.5 Sack Shotcrete
Fresh Shotcrete Test Data
Temperature (°F) 72
Compressive Strength Test Data (ASTM C39)
Cylinder Set Number 1 A 1 B 1 C
Diameter(in.) 2.33 2.33 2.33
Cross Sect.Area(sq. in.} 4.26 4.26 4.26
Height(in.) 4.69 4.73 4.36
Height-Width Ratio 2.01 2.03 1.87
Correction Factor 1.00 1.00 0.98
Maximum �oad(Ibf) 25,690 27,990 28,570
Compressive Strength (psi) 6030 6560 6700
Specified Strength (psi) - 4000 4000
Test Date 07/28/15 08/18/15 08/18/15
Age at Test(Days) � 2$ 28
379 Indian Rd 41 Invemess Drive East P.O.Box 464
Grand Junction,CO 81501 Englewood,CO 80112 Gypsum,CO 81637
p:970 242 4300 p:303 289 1989 p:970 524 0720
f:970 242 4301 f:303 289 t686 f:970 524 0721
Rojas Patio—Unit 101 Vail Village Inn-Materials Testing/Special inspection
Eagle County,Colorado
Structural Steel
Field Observation Report & Discrepancy List
Job#15-6517 GROUND Engineering Consultants,lnc. Period Ending 10/20/2015
� Client: Mr.Guy Cuccia
' ��0��� Rik Heid Custom Builders
PO Box 4909
ENGINEERlNG CONSULTRNTS Edwards,cos�ss2
Rojas Patio - Unit 101 Vail Village Inn
Structural Steel Cover Report
Date: May t2,20�5 Location: s�te Job Number: �5-s5�7
As scheduled,a representative arrived to perform special inspection services. The foliowing is a summary of
services provided on this date.
As directed by Guy With Rik Heid Construction,GROUND inspected the following:
1)Inspected bolted connec6ons of 3/4"DiameterA325 Heavy Hex bolts of new Wide Flange(WF)beam to Existing WF beam and new
WF beam to anchored plate in the garage of the 1 st level framing on grids G-F/2-3 and E-F/1-2. These connections are found in compliance
with Town of Vail approved Structural Details,tightened in the"Snug-tightened"condition and in general compliance with Research Counai of
Structural connections(RCSC).
2)It is noted in the General comments a double 1/4"angle connections are typical and a phone conversation with Jce O'mally with KRM
Consultants has concluded only one angle dip is needed at the framing of new WF beams.
Guy was present during the inspections and E-mail a copy of this report.
Yes No
Outstanding Discrepancies Reported this Date? o O
No.of Pages Attached: o � /
l..
Field Representative�s$,��eng.com
Englewood,Commerce City, Loveland,Granby,Gypsum,Grand Junction,Casper
Rojas Patio—Unit 101 Vail Village Inn-Materials Testing/Special Inspection
Eagle County,Colorado
Spray Fire Resistant Materials
Field Observation Reports
Job#15-6517 GROUND Engineering Consultants,Inc. Period Ending 10/2012015
15-6517.FPBeams151012.1.SS Page 1 of 1
CRt�UH�
ENGINEERING CONSULTRNTS
FIREPROOFING - BEAMS
Project: Rojas Patio-Unit 101 Vail Village Inn Date: October 12, 2015
Job Number: 15-6517
Client: Rik Heid Custom Builders Test Number: 1
PO Box 4909
Edwards, CO 91632
Attn: Mr. Guy Cuccia
Dates Applied: 10/6/15- 10/8/15 Air Temperature(°F): 65
Area Represented: New deck support beams beneath patio pool
Protection/Weather: None/Interior
Visual Observations/ Steel visible on one portion of beam
Discrepancies:
Product 8�Manufacturer Monokote MK-6
THICKNESS DETERMINATION DENSITY DETERMINATION
Location: West side, 1st beam from south Location: West side, 1st beam from south end
end
r � , ; 4 9:� Volume of test sample 143 (cubic cm)
– Dry weight of sample 42.3 (grams)
2 —8 AT EACH END OF Densiry of sampie 18.5 (pcf)
72-INCH LENGTH
3 , Specified Densiry 15 (pc�min.
4 � i 6
.._._ --�-._._
5 PASS
Recorded Measurement(inches)
1.) 1 3/16 1.) 1 3/16 ADHESION DETERMINATION
2.) 1 1/16 2.) 1 2/16 Date: 10/12/15
3.) 1 3/16 3.) 1 2/16 Location: West side, 1st beam from south end
4.) 13/16 4.) 12/16
5.} 1 3/16 5.) 1 2/16 Diameter of specimen: 3 1/4 (inches)
6.) 11/16 6.} 13/16 Area of specimen: 0.0576 (sq. ft.)
7.) 1 2/16 7.) 1 3/16 Recorded failure force: 19.25 (Ibs)
8.) 1 3/16 8.} 1 3/16 Location of failure: Cohesive
9.) 1 3/16 9.) 1 3/16
Adhesion 334.1 (psf)
Specified Adhesion 200 (psf)
Average Thickness (inches} a'°'"°`�"e"9a 1 3h6 PASS
Average Thickness (inches) p�a���y 12/16 Notification:lnstaller/General t�or,tra�tor i name�
Specified Min Thickness(in) +�����r 8/16 Aspen Insulation(N/A)/Rik Heid Custom Builders(Guy)
Specified Min Thickness(in) 15/16
Individual Measurement PASS Average PASS Field Representative: Shane Sorensen
Notes: Guy notified Aspen Insulation of required patching (Completed on 10-20-15)
41 Invemess Dr East 7393 Dahlia Streel
Englewood,CO 80112 Commerce City,CO 80022
Tel:(303)289 1989 Tel:(303)289 1989
Fax:(303)289 1686 Offices:Denver,Loveland,Gypsum,Grand Junction,Granby,Casper WY Fax:(303)289 6742
. 15-6517.FPBeams151012.2.SS Page 1 of 1
CROU�1In
ENGINEERING CONSULTRNTS
FIREPROOFING - BEAMS
Project: Rojas Patio-Unit 101 Vail Village Inn Date: October 12, 2015
Job Number: 15-6517
Client: Rik Heid Custom Builders Test Number: 2
PO BOx 4909
Edwards, CO 91632
Attn: Mr.Guy Cuccia
Dates Applied: 10l6/15- 10/S/15 Air Temperature(4F): 65
Area Represented: New deck support beams beneath patio pool
Protection/Weather: None/Interior
Visual Observations/ Steel visible on one portion of beam
Discrepancies:
Product &Manufacturer Monokote MK-6
THICKNESS DETERMINATION DENSITY DETERMINATION
�ocation: West side, 5th beam from south �ocation:
end
� , --, . �= 9 � Volume of test sample (cubic cm)
J Dry weight of sample (grams)
2 —8 AT EACH END OF Densiry of sample (pcf)
12-INGH LENGTH
3 , Specified Density (pcf)min.
. ._ 6 �Iro:d.�r�d
4 ..._�—"��_
5
Recorded Measurement(inches)
1.) 1 3/16 1.) 1 2/16 ADHESION DETERMINATION
2.) 1 3/16 2.) 1 3/16 Date:
3.) 1 3l16 3.) 1 2/16 Location:
4.) 15/16 4.) 14/16
5.) 1 2/16 5.) 1 3/16 Diameter of specimen: (inches)
6.) 8/16 6.) 10/16 Area of specimen: (sq. ft.)
7.) 1 2/16 7.) 1 2/16 Recorded failure force: (Ibs)
8.) 1 3/16 8.} 1 3/16 Location of failure:
9.) 15/16 9.) 1 3/16
Adhesion (psf)
Specified Adhesion (psf)
allot t�st�d at tAts tt�.
Average Thickness(inches} a"""°`�"a"9e 1 2h6
Average Thickness (inches) flargeNpsmty 12/16 Notification:lnstaller/General��or,tractor i name�
Specified Min Thickness(in) ���ua�«+r 8/16 Aspen Insulation(N!A)/Rik Heid Custom Builders(Guy)
Specified Min Thickness(in) 15/16
Individual Measurement PASS Average PASS Field Representative: Shane Sorensen
Notes: Guy notified Aspen Insulation of required patching. (Completed on 10-20-15)
41 Invemess Dr East 7393 Dahlia Streef
Englewood,CO 80112 Commerce Ctty,CO 80022
Tel:(303)289 1989 Tel:(303)2891989
Fax:(303)289 1686 Offices:Denver,Loveland,Gypsum,Grand Junclion,Granby,Casper WY Fax:(303)289 6742
15-6517.FPBeams151012.3.SS Page 1 of 1
�r�ouHn
ENGINEERING CONSULTRNTS
FIREPROOFING - BEAMS
Project: Rojas Patio- Unit 101 Vail Village Inn Date: October 12,2015
Job Number: 15-6517
Client: Rik Heid Custom Builders Test Number: 3
PO Box 4909
Edwards,CO 91632
Attn: Mr. Guy Cuccia
Dates Appiied: 10/6/15 - 10/8/15 Air Temperature(°F): 65
Area Represented: New deck support beams beneath patio pool
Protection/Weather: None/Interior
Visuai Observations/ Steel visible on one portion of beam
Discrepancies:
Product&Manufacturer Monokote MK-6
THICKNESS DETERMINATION DENSITY DETERMINATION
Location: West side, 13th beam from south Location:
end
� � , -_, ; ` 9 Volume of test sample (cubic cm)
Dry weight of sample (grams)
2 —$ AT EACH�N�oF Densiry of sample (pcf)
�2-INCH LENGTH
3 �� 7
Specified Density (pcf)min.
4 _��-i `��_ 6 (XO!(Tf�lft
5
Recorded Measurement(inches)
1.) 1 3/16 1.) � 3/16 ADHESION DETERMINATION
2.) 1 2/16 2.) 1 3/16 Date:
3.) 1 3.) 15/16 Location:
4.) 9/16 4.) 14/16
5.) 1 3/16 5.) 1 2/16 Diameter of specimen: (inches)
6.) 1 6.) 13/16 Area of specimen: (sq. ft.)
7.) 1 3/16 7.� 1 2/16 Recorded failure force: (Ibs)
8.) 1 3/16 8.) 1 2/16 Location of failure:
9.} 1 3/16 9.} 1 3/16
Adhesion (psf)
Specified Adhesion (psf)
QIYet ts�ted ot t/at,tt�t
Average Thickness(inches) eXd"";�"a"9° 1 2h6
Average Thickness (inches) ��e���Y 13/16 Notification:lnstaller!General(contractor i name)
Specified Min Thickness(in) ���o�ea�«+r 8/16 Aspen Insulation(N/Aj/Rik Heid Custom Builders(Guy)
Specified Min Thickness(in) 15/16
Individual Measurement PASS Average PASS Field Representative: Shane Sorensen
Notes: Guy notified Aspen Insulation of required patching. (Completed on 10-20-15)
41 Invemess Dr East 7393 Dahlia Street
Englewood,CO 80112 Commerce City,CO 80022
Tel:(303)289 1989 Tel:(3fl3)289 1989
Fax:(303)289 1686 Offices:Denver,Loveland,Gypsum,Grand Junction,Granby,Casper WY Fax:(303)289 6742
� 15-6517.FPBeams151012.4.SS Page 1 of 1
CROUHn
EN6INEERING CONSULTFINTS
FIREPROOFING - BEAMS
Project: Rojas Patio-Unit 101 Vail Village Inn Date: October 12, 2015
Job Number: 15-6517
Client: Rik Heid Custom Builders Test Number: 4
PO Box 4909
Edwards, CO 91632
Attn: Mr. Guy Cuccia
Dates Applied: 10/6/15 - 10l8/15 Air Temperature(4F): 65
Area Represented: New deck support beams beneath patio pool
Protection J Weather: None/Interior
Visual Observations/ Steel visible on one portion of beam
Discrepancies:
Product &Manufacturer Monokote MK-6
THICKNESS DETERMINATION DENSITY DETERMINATION
Location: East side, 7th beam from south end Location:
� � __; � �- 9 � Volume of test sample (cubic cm)
��i Dry weight of sample (grams)
2—�j _-8 A�ACH END OF Densiry of sample (pcf)
12-INCH LENGTH
3 � , Specified Density (pcf)min.
4 � —
y�, .!��..__..6 �Ot(TlSfld
�
5
Recorded Measurement(inches)
7.) 1 1.) 1 1/16 ADHESION DETERMINATION
2.) 15/16 2.) 1 Date:
3.) 1 2/16 3.) 1 2/16 Location:
4.) 12/16 4.) 14/16
5.) 1 3/16 5.) 1 2/16 Diameter of specimen: (inches)
6.} 10/16 6.) 11/16 Area of specimen: (sq. ft.)
7.) 13/16 7.} 1 Recorded failure force: (Ibs)
g,) 1 8.} 1 1/16 Location oi failure:
9.) 1 1/16 9.) 1 2/16
Adhesion (psf)
Specified Adhesion (ps�
�/Yot:�sa.d at t/Lts ttnae
Average Thickness (inches) ecUWi�flange � ���s
Average Thickness(inches) flarqe6psonly 12h6 Notification:lnstaller/General�contractor i name�
Specified Min Thickness(in) ����do�a+r 8/16 Aspen Insulation(N/A)/Rik Heid Custom Builders(Guy)
Specified Min Thickness(in) 15/16
Individual Measurement PASS Average PASS Field Representative: Shane Sorensen
Notes: Guy notified Aspen Insulation of required patching. (Completed on 10-20-15)
41 Invemess Dr East 7393 Dahlia Street
Englewood,CO 80112 Commerce City,CO 80022
Tel:(303)289 1989 Tel:(303)2891989
Fax:(303)289 1686 Offices:Denver,Loveland,Gypsum,Grand Junclion,Granby,Casper WY Fax:(303)289 6742