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Home My WebLink AboutB11-0463 Community Development Department 75 Sou th Fron tage Road . Vail, Colorado USA 81657 f �� nr►, � TEMPORARY CERTIFICATE OF OCCUPANCY This certificate is issued pursuant to the requirements of Title 10, Section 10-1-2, ADOP"I'ED CODES of the Vail Town Code certifying that, at the time of issuance, this structure was found to be substantially in compliance with the various ordinances of the town regulating building construction or use for the following: Name and description of project Sitzmark unit 3C Address of project: 183 Gore Creek Drive Vail,Colorado Owner name and address: Sitzmark at Vail IBC Edition: 2009 IBC Occupancy Group(s): M Type(s)of Construction: Permit Number(s) Bl1-0463 Occupant Load: Sprinkler System Y/N Type: Y 13 Expir ' ate: 0 23 2012 01/05/2012 artin aeberle,Building Official Date SEE ATTACHED CONDITIONS. NEW/APPROVED CONDO PLAT MAP REQUIRED The following items need to be completed for issuance of CO. (document scanned to laserfiche) 1. Mechanical Inspection required for final TCO good till Feburary 23,201�. Fe� 23 � �� STERLINGHOMES Q - - - � �� January 5, 2012 � Mr. Martin Haeberle Town of Vail Building Dept. Dear Martin, Please accept my sincere appreciation for your cooperation and assistance in expediting my firm's completion of restoration work at Sitzmark 3C retail space following the termination of agreement between the Owner and Blue Sky Restoration. I resolve to complete the work that was outstanding at issuance of the Temporary Certificate of Occupancy within 45 days of the date of this letter, except for landscaping which shall be completed by Owner in Spring of 2012. Thank you again for all of your help. Best regards, , �`_�� - � , Sam Sterling President— Sterling Homes Inc. � • • • • 8 ! 1 { 0 1 • • • December 22, 2011 Subject: Summary of Materials Testing Services, Sitzmark Lodge Unit 3, Structural Steei Observations, Vail, Colorado Job Number: 11-6612 TOV Permit#611-0463 Mr. Sam Sterling Sterling Homes, Inc. PO Box 3699 Vail, Colorado 81658 Attn: Mr. Sterling, This letter summarizes the materials testing GROUND Engineering Consultants, Inc. (GROUND) performed during the improvements to Sitzmark Lodge, Unit 3 in Vail, Colorado. Structural steel observations were performed at times scheduled by the Contractor and/or Subcontractors on December 2 and December 7, 2011. A certified welding inspector(CWI) visited the project site on the date stated above to observe the field welded connections. Based on the field observations to date, RFI's received and/or project documentation received from the design team, it is our opinion that the observed structural steel field welded connections were in general accordance with project plans, specifications, and/or applicable RFI's. The observations and materials testing as indicated above were performed periodically to provide data to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the materials and/or work with the contract documents at the times of our observation and testing. We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work in accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. ��°�� t� ;<��ti.i=�, �,J �, (�� , Sincerely, ;' • �' J GROUND Engineering Consu�tants, Inc. s•a�z��.Z�Zci�rr -' �u�M�� .� ��'+q0�1�i1..�' Chris Hutto, CET Reviewed by Scott Richards, P.E. —CROU�1In EN6INEERIN6 CONSULTRNTS INC. IUTA Airpark I)r..l�nit 9.PO Bos a6-1.G�pswn.('O 816;7 Phonc(970)5?d-07?O Fa�(970)52=1-0721 �v��.groundeng.com Q(fice Loca�inns: F.nelr�cood . Conimeree('ih . La�eland . Granh} . Gyp.uro . Grand lunction . Casper.�\'1' � 1 T10WNOF VAI� ' Fina) Report of Special Inspections Project: Sitzmark Lodge, Unit C3 Improv. Permit Number: 611-0463 Project Location: Sitzmark Lodge, Unit 3 Owner/Client: Sterling Homes,Inc. Address: PO Box 3699,Vail, CO 81658 Special Inspectors: GROUND Engineering Consultants, Inc Address: PO Box 464; 101A Airpark Dr, Unit#9 City: Gypsum State/Zip: CO 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-Mail Address: ChrisH@GroundEn�.com; ScottR@GroundEng.com To the best of my information, knowledge, and belief,the special inspections and or testing completed by: GROUND En�ineerin�Consultants. Inc have been completed in accordance with GROUND's Proposal for Materials Testing Services, #1111-1747,dated 11/22/2011. 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 on the interim reports have been corrected or accepted by the project team. Prepared by: Name: Scott Richards, PE ; /� � �. Signature: `y. � ,- ( �f�„� � ( �4p.�,i... _ t . � l? II-1�%/r Date: 11-Zl- 2��lj ...r,,r �AlOa- . B °� -�°� y� c �-° T �� 1...� �� I �� 1 Y ��IVI — f Il�� F I �roject Name: ______�__ _��%�i,c� Project Number:_�"�� , I Date:_�° �� .�_— ____�— Weath�r: � ----- - -�V^7� ' - . �� " .��. ,�� .�� . i � — -- � .� _ �- ~- _ �-�� - , � � 8 i � —_ ,r3 s�X�4 " '' _ ��. -�-- � ��%E--�� " � �-�ti�.�� ,� �x '� � '� � �,/ � � . �X /��1`/g � � ��'�^;�� ' �- 2i�iY.e --- z�� l � � 1 � h'�1"'j �� 9-�� s ��,�-�o�� . � � � ws �� r -�� , �------� Hours! Field Rep Time Visit 1 Visit 2 Sampling/Lab Analysis Begin Concrete Cylinders Max Theo/Marshall � � End Std Proctar and Classi �xtrac4ion/Gradafion P�lo� Procto;and C,assifi �'�,h2r- Gradation Other- Total l�ime: Office Locations Englewood,Commerce City www.groundeng.com Loveland,Gypsum,Grand Junction, �N61NEFtRINC-r CONSULTRNTS Granby,Casper . � � Z� ��a� �Co��l�� -�- �� 'rojecf Name:�-- ----- -----------__._ Proj�cfi Number:_____�__ ------- [�ate:__------ --- --- ---- Weather: -�- ,�-�� ,�� Q - � t�lours/ Field f2ep Time Visit 1 Visit 2 Sampling/Lab Analysis Begin Concrete Cylinders ax Theo/Marshali 4 � En� Std Proctor and Classi Extraction/Gradation �,"cd {'rcc.ar and C{ass� • Otyer- Gradation Other- T�tal Time: Office Locations Englewood,Commerce City www.groundeng.com Loveland,Gypsum,Grand Junction, �NGINEERINC� CONSULTFltVTS Granby,Casper . � , ° � ��OLY ��'�� F�� ° ��.� ��a�� 'roject Name: _ � - �� Pr-ojecY Nur��b�r-:-----------�_ Date:__ /%�_�-j�___'___ _ Weather: � ' � . " G��l�2L'll'� �� Cc-�- �� l � � � - -- - -- - �..�GI/L . ` " �`" �� l�� r -a�/rJ � --__._ �— � ' /�l+'� �a�_C �'��L��/i.�Q a��G� _��t,-o -- � � _2�� • �-, ��i�/S �7/, � -aDY� �z��.e � --� � ..�GG�v`O' C _ �- �� ° �� .� / 3�� - �--- �- -��-��_ -�- --- - �--- Hours/ --- -- Fie(c� Rc � ,� � -- - ---- Time Visit 1 Visit 2 Sampling/Lab Analysis Eegin --- — -- --------- _- t;oncrete Cylinders ` Max Theo/�arshall - — -- Fnd Std Proctor and Classify Extraction/Gr�dation _ -- __- --- --- - Mod Pr��ctor and Classif�r Ofher- Uradation �ther- Total 1lme: 41 Inverness Drive Fast Office Locations Englewood,CO 80112 Englewood:Commerce Ciiy Tel:(303}289 1989 L.oveland:Granby ENGINEEF3IN[� CONSULT(�NTS I�VC. Fax:(303)2891686 �;ypsi��n y ! � � / Il D�ICyI( A�TIVITI� F�6�I�i -� �� . 'raject Name: __ _ Projeci Number:-----__---__----�- Date:_ __ �� ___ Weather: � -�� .�� -'�� ' ��S �i� �- �P�� <w .s � � � ` ,f. O�i�r�e.��'��. ---- . �_ �';�� '�/t22�L .� . Pi- ---- --------- ----_------ �%-�°r�-- -- s_ ! A �..�� Haurs/ f=ield Rep--------- -- - 'i'ime Visit 1 Visit 2 Sampling 1 LaU Analysis ---------------- t3egin -- ~— --�__- --._ ---- ---- - - -�--- --- Gancrete Cylin�iers __ f�iax-I heolMars)iall — -------- � En� Std Pror.tor and Classify . Fxf��acfion/Gradatiori ------- -- _ _ � Mod Procior anci Classify__ Other- \ Gradation Uther- 7ota(7ime: 41 Invemess Drive EasQ Ofiice Locations Enylewood,CO 80112 Fnglewood:Commerce CiYy Tel:(303)289 19Fi9 Loveland:Granby Fax:(303)289 1686 Gypsiim EIVGINEERtNG CQIVSULTANTS (NC. � v � i i � 0 tJ � I �0048 E BEAVER CREEK BLVD ��pL.�c SUITE 207 Q� � C��'� �� PO BOX 5300 � � AVON,CO 81620 970/949 5200 FAX 949 5205 www.VMDA.COM DOCUMENT TRANSMITTAL ARCHITECTS TO: Martin Haeberle, Chief Building Officail DATE: 12/20/1 1 COMPANY: Town of Vail VMDA JOB #: 1137 PROJECT: Sitzmark Lodge- Luca Bruno Tenancy Refurbishment Form of Transmission: � E-Mail � Pick-up � Delivery via: � Hand � US Mail � FedEx/UPS Item being transmitted: � Shop Drawings O Drawings O Specifications O Letter O Product Information � Proposal O Clarification O Change Order O Prints - O Other Action to be taken: O For your approval � Reviewed by VMDA � As requested O For your use w""�� For review and comment � Prints returned aft � n 1�b (�� Number of �� 9d Copies Date Description � � 4 12/20/1 1 Revision #2 ` �� N �r � � �� V � �� A�iG,�� Comments: �,...� PLEASE CEPT IS REVISION #2 REMOVING THE NOTE REGARDING 'MAINTAIN 1 HOUR SEPAR ON BET EEN TENANCIES". THE HARD LID CEILING AFFORDS THE 1 HOUR SEPARATION BETWE OCCU ED SPACE AND ROOF/POOL DECK STRUCTURE. THANK OU, r�,� r� �� J J �� From: � � i-, �� ', � � � � �_� Victor Mark Donaldson Architects �f,�, �� 2� 1�,� � :'� � �:�',' �`C�WN t�F VAIL i �„� `�` ,� Department of Community Development �� 75 South Frontage Road iOWN OF VA1L ` va�i, co a�ss7 Tel: 970-479-2128 www.vailgov.com Development Review Coordinator TRAl�SMITTAL FORM Revision Submittals: 1. "Field SeY'of approved plans MUST accompany revisions. 2. No further inspections will be performed until the revisions are approved&the permit is re-issued. 3. Fees for reviewing revisions are$55.00 per hour(2 hour minimum), and are due upon issuance. Permit#(s)information applies to: Attention: (�Revisions ( ) Response to Correction Letter �L�"'�� attached copy of correction letter ( ) Deferred Submittal ( ) Other Project Street Address: �_ 8� �oRE �L2f�u 1R.tJF (Number) (Street) (Suite#) )_ Description/List of Changes: BuildinglComplex Name:_ �t T2MRQIC, f.t)aC F .'„ q _� ��G�i-�?1 C ft"l C.�f�l..l. 1 Contractor Information ..-- Business Name: � Business Address: City State: Zip: Contact Name: �(,�� V�'c� ��„j,j� ��' �;,�� (use additional sheet if necessary) Contact Phone: �.-1 I V —1 .. . __.� ._ _ ___ ... ...._ .. _._ __ .. ._ . ... . ._. ._.. - Revised ADDITIONAL Valuations(Labor&Materials) Contact - (DO NOT include original valuation) , % / ___. ; ..__._....__ . X ; Building: $ Owner r s Representative Signature (Required) Plumbing: $ Applicant Information Electrical: $ Applicant Name: Mechanical: $ Applicant Phone: Total: $ Applicant E-MaiL• _ _ For Office Use Only: Date Received: Fee Paid: (� � l ��7 (� Received From: !� I� l!�7 �L. 1 �'/ I� ��D. Cash � Check # I ( CC: Visa/ MC Last 4 CC # exp. date: ''�� pE� 2 1 �(�61 Auth # ��, v � � I-OWN OF VAIL L O 1-OCI-1 1 � 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • {816) 761-7476 • FAX (816) 765-8955 CFD(R)5 CEILING FIRE DAMPER UL Classified Ceiling Fire Dampers APPLICATION WOOD TRUSS CEILING APPLICATION Underwriters Laboratories has classified hundreds of specific The Ruskin CFD7T ceiling fire damper is the ceiling fire damper to FloodCeiling Designs(F/Cs)and Roof/Ceiling Designs(R/Cs)and use if the applica6on is a wood truss ceiling. The CFD7T is UL established Fire Resistance Ratings for each design ranging from approved for use in wood truss ceiling design L586 which is similar 1/2 hr.to 5 hrs.The majority of designs are rated at 2 hrs.or 3 hrs. to wood truss ceiling designs like L528, L521, L534, L546, L550, Most F/Cs and R/Cs allow ceiling penetrations for HVAC on a lim- etc. ited and specific basis, typically one 12" dia. hole every 100 sq. tt. This hole must be protected in a very specific manner. Most ceiling diffusers (particularly diffusers designed to "lay in" exposed T-bar grid systems) cannot be used as they require an opening larger than permitted in any F/C or R/C design. Ruskin CFD(R)5 solves this problem. It permits any manufacturers lay-in style steel ceiling UL CLASSIFIED diffuser(subject to gage and dimension limitations) to be installed UL555C Listing R8039 in UL Classified F/C or R/C assembly with Fire Resistance Ratings of 3 hours or less. STANDARD CONSTRUCTION Ceiling fire Damper FRAME (Furnished) 24 gage (.7) galvanized steel. Frame depths are as shown in (Round or : following chart. square� Rectangular) � ; � ' DAMPER FRAME B DIMENSION FRAME � .� MODEL STYLE D DIAMETER DEPTH Standard All sizes 3" (76) CFD5 Extended 5'to 10"(127 to 254) 6'/6° (162) , 11"to 14"(279 to 356) 8'/,6" (208) � ; 15"to 24°(381 to 607) 11'/,6° (284) i ; Standard All sizes 3'/2' (89) CFDR5 Extended 5"to 10"(127 to 254) 6'/a" (175) , � Thermal 11"to 14"(279 to 356) 6'/e' {175) ; � Insulating 15°to 20"(381 to 508) 11'/z" (292) ' '(FBrn skhed) BLADE ' 24 gage (.7) galvanized steel, with UL Classified insulation as � required. � � � � � FUSIBLE LINK � � 165°F{74°C)is standarci. 212°F(100°C)is available at no addi- � � tional cost. i � FINISH ; ; Mill. ; ; THERMAL INSULATION BLANKET � � Mineral wool is standard. �/2" (13) Refractory Ceramic Fiber (RCF)is available at additional cost. Dittuser MINIMUM SIZE (Inside Dimension) Pan Diffuser neck-4"w x 5"h(102 x 127)or 5"(127)diameter. (Not Fumished) MAXIMUM SIZE (Inside Dimension) Ceiling opening-24"x 24°(610 x 610). Diffuser neck-20"(508)diameter or 18"x 18"(457 x 457). DIFFUSER PAN LIMITATION ---'��' - 24 6 steel minimum. �I� � r� � � � ' I I �✓ sa�(• ) ; �I �r ��J-; �--: !_I �_� ' Dimensions shown in parentheses( )indicate millimeters. � �I�i DEC 21 2011 � �1� � �fOWN OF VAIL Spec CFD{R)5-707/Replaces CFD(R)5-903 ALL STATED SPEClFICATIONS ARE SUBJECT TO CHANGE WfTHOUT NOTICE OR OBLIGATlON. ORUSkin 2007 PERFORMANCE DATA Pressure Drop — Damper �pen (Size as noted) oa n.�s 0.5 12.7 � 0.3 � 7.62 Q � 0 0.2 � 5.08 � 18"x 18" W (457 x 457) � CDFS J � 0.1 c 2.54 m W .07 V 1.78 Z •� .05 0 1.27 � a� � � .03 a .75 U � .� .51 .01 200 300 500 700 1000 2000 3000 60.96 91.44 152.40 213.36 304.8� 609.60 914.40 Air Velocity in FEET and METERS per minute through FACE AREA. Tested per AMCA Std.500,Fig.5.2,ductwork upstream. VOLUME CONTROL While it is possible to use separate opposed blade balancing dampers with the CFD5,the fusible volume adjustment option con- ______ verts the ceiling fire damper to a manually adjustab►e volume con- - � �` ' trol damper. This permits air balance to be accomplished at each ceiling diffuser without need for a separate balancing damper. (In � � ` � keeping with good design practice,primary balancing of diffuser air �' \� should be accomplished at the point where diffuser duct connector ,� �� taps into supply air duct.) ; ', r � Fire condi6ons cause damper blades to close regardless of volume � 1 setting.This feature must be incorporated by the factory at dme of damper fabrication. It cannot be added in the field. Standard 3lis" hexagonal(Allen)wrench is required for adjustment. Note: 165°F(74°C)supplied as standard. Specify 212°F(100°C)if required. CFDS with Fusible Volume Adjustment Option Caution: Volume Adjust hangs below a rectangular damper 1'/d" (29).Volume Adjust hangs below a round damper /�" (10). STANDARD AND EXTENDED FRAMES Rectangular Round Model CFD5 Model CFDR5 BI � 2+5/s"(16) � � -2�+13/s"(35) 3"��s) � I 3�/z"(76) • � --- s�e• (1g) B 9l�s,� D STANDARD �40� STANDARD • � � � g 5/s,� D yl;s�� t16) (40) 'EXTENDED 'EXTENDED B DIMENSION p PMH B DIMENSION �DEPT'H 5"to 10"(127 to 254) 6/;,"(162) 5"to 10°(127 to 254) 6'/,"(171) 11"to 14"(279 to 356) 8"/,�"(208) 11"to 14"(279 to 356) 6`"/a"(171) 15"to 24"(381 to 610) t 13/,�"(284) 15"to 24"(381 to 610) 11'/�"(298) NOTE:Dimensions shown in parentheses( )indicate millimeters. ORDERING INFORMATION FLEX DUCT DUCTLESS STEEL DUCT DROP INSTALLATIONS INSTALLATIONS INSTALLATIONS :r. �j: �:i � 'i� :..- OR Order "actual size" with Order"actual size" with stan- Order "deduct �/a inch" with Order actual size with extended frame. Damper in- dard trame. Damper instalis standard frame. Damper in- e�ctended frame. Damper in- stalls over diffuser neck. Flex over diffuser neck. stalls inside duct. Duct con- stalis over diffuser neck. Duct Dud installs over darr�er. nects to dittuser neck. connects to damper. NOTE: Damper sizes are Inside Dimension. SUGGESTED SPECIFICATION All ceiling register and grille openings in fire rated ceilings shall be Lay in ceiling diffusers shall be a minimum of 24 gage steel con- protected by appropriate UL Fire Resistance Classified ceiling fire struction. Ceiling radiation damper assembly shall consist of a ceil- dampers. Fire dampers with 11/z or 3 hour ratings for walis or floors ing fire damper protec6ng the diffuser neck and a thermal insulating are not to be used in fire rated ceiling openings.The UL Fire Resis- blanket protecting the diffuser pan. The entire system shall be UL tance Classification(s) shall apply to the specific ceiling system Classified for use in all UL fire rated floor/ceiling and roof/ceiling design and diffusers, grille or register construction being installed. systems with fire resistance ratings of three hours or less. System All installations shall be in accordance with manufacturer's pub- proposed for installation must be equivalent in all respects to lished installation instructions. Ruskin model CFD(R)5. 3900 Dr.Greaves Rd. RUSK/N� Kansas City,MO 64030 (816�761-7476 FAX(816)765-8955 www.rusltin.com JOB NAME SUBMITTAL SHEET ARCHITECT Form Number GS0087.1 Effective Date 1/99 ENGINEER Replaces Form GS0007 LOCAT ONTOR . �� r �� V Exceli�nee in Air DistriF�ution 880 SERIES Double Deflection Adjustable Grille 1-3�4"� (45) DUCT SIZE + 1-3/4(45} 1-1/4" � (32) � � � 1-3/4" � -m 9/16" VERTICAL � VERTICAL 45 �/4"(6) .� (14) DUCT �- DUCT ( � SIZE SIZE � � � PLUS MINUS "� 1-3/4" �' 3/4"(19) ❑ FR/�ME �2 -m (45) m- � � (SURFACE MOUNT) � �,. � HORIZONTAL DUCT SIZE PLUS 1-3/4"(45) � PANEL SIZE - 1/4(6) B��Hn �88�v FRAME � 3/4"(19) X 1-3/4° � I � 3�4��19) 1-1�4°(32) �45� 1�4°(6} i-� � ' fl � ANGLE � � g g Y EXISIING 5-1/4"(83) � Q Q r 1 DUCT ❑ FR/�ME 23 #a scREw (LAY IN TEE BAR) �{ HORIZ. DUCT SIZE MINUS 1/4°(6) CONCEALED SCREW 880HOBD ❑ ❑880VOBD HO�E DETAI� (NOT AVAILABLE WITH OBD) NOTES: FASTEN METHOD 1. Frame 22 shown. See frame style detaii for frame dimensions. 2.All steel construction ❑1. No Screw Holes 3. Designation: 880H-Horizontal deflectors with Vertical rear deflectors ❑ 2. STD Screw Fastener 880V-Vertical deflectors with Horizontal rear deflectors. (Shown Above) 4. Standard finish 44 British white. ❑ 3. Concealed Screw Holes 5. Dimensions are in inches (See Detail) 6. Dimensions in parenthesis are in mm. OPTIONAL ACCESSORIES: ❑ Opposed blade damper-Model OBD ❑Steel OBD(22 GA CRS) ❑Painted OBD ❑Aluminum OBD ❑ Plaster Frame ❑ Square to Round Adapter Product Information is Subject to Change Without NoUce . SUPPLY � LOUVERED FACE DIFFUSERS 0 �tJEGER 0 : 14�0/51400 SERIES � 4-CONE E�ccel►ence inAir Distribution ..................:.............................................................................................................................................................................................................................................. INTRODUCTION: 1400 SERIES The 1400 series diffusers are square face,4-cone, round neck ceiling diffusers. They are available in a variety of frame styles to help meet the architectural requirements of today's ceilings. The spacing ofthe inner cones in relation to the backpan result in a design possessing anti-smudge characteristics preventing the buildup of particles on the ceiling.This is achieved by mini- mizing the low pressure region inherent to most 4-way direc- tionai blow diffusers.Also known as concentric cone diffusers, 1400s are constructed of one-piece stamped cones, which provide a clean, smooth appearance without mitered corner joints. The integral round neck of the 1400 series allows simple flex duct connections. Available with four-way deflection, the units provide a 360° discharge ceiling pattern. The 1400 se- �_ - - - - ries is an excellent variable air volume diffuser as represented --- ♦ 1400 in its throw characteristics at lower air flows. At typical flow � rates, isothermal throws of 9-16 feet make this diffuser ideal for `,L MODELS mounting centrally in many spaces while providing high mixing - ' MODEL 1400 - Steel Louvered Diffuser rates in the space. MODEL 51400 - Aluminum Louvered Diffuser FEATURES MODEL 1400FR - Fire Rated, Steel Louvered Diffuser MODEL M1400 - Hard Metric Panel, Lay-in T-bar, • Four Cones for Optimum Airflow Control Steel Louvered Diffuser • Great Choice for Variable Air Volume Spaces �__ MODEL M51400 - Hard Metric Panel, Lay-in T-bar, • Cones Feature a One-piece Stamped Construction Aluminum Louvered Diffuser without Mitered Joints _ • Round Neck for Easy Connection to Round Duct - PANEL SIZES • Anti-smudge Design Prevents Smeared Ceilings • Two Earthquake Tabs are Standard • 12"x12", 24"x24", and 24"x48" • 300x300mm and 600x600mm FINISHES ACCESSORIES • Standard Finish is British White • Optional Finishes Available • Optional Round Damper • Optional Insulated Blanket 1400/51400/M1400/M51400 DIMENSIONAL INFORMATION ♦ 1400/51400/M1400lM51400, FACE VIEW ♦ 1400151400/M1400/M51400, 12"x12" 8 300mm PANEL NOMINAL ACTUAL 1400 8� 514008 \� ;i NECK SIZE NECK SIZE M1400 M51400 A B B \ O6 5 7/8"(149) 1 1/4"(32) 1 1/2"{38) 08 7 7/8"(200) 1 1/4"(32) 1 1/2"(38) � ♦ 1400/51400/M1400/M51400,24"x24"8�600mm PANEL � NOMINAL ACTUAL 1400 8 51400 8� / NECK SIZE NECK SIZE M1400 M51400 � A B B 4 O6 5 718"{149) 1 1/4"(32) 1 1/2"(38) � 08 7 7/8"(200) 1 1/4"(32) 1 1!2"(38) 10 9 7/8"(251) 1 1/2"(38) 1 1/2"(38) - ♦ 1400/51400/M1400/M51400,CROSS SECTION �2 11 7/8°(302) 1 1/2"(38) 1 v2"(38) : � q � 14 13 7/8"(352) 1 1/2"{38) 1 1l2"(38) , �_ 15 14 7/8"(378) 1 1/2"(38) 1 1/2"(38} �� B ► Dimensions in O are mm. -� ...................................................... H.4 _�iience �n.� ��-�t _ 0 3900 Dr. Greaves Rd. • Kansas City, MO 64030 • (816) 761-7476 • FAX (816) 765-8955 DIBD2GA "OUT OF THE WALL" GRILLE ACCESS FIRE DAMPERS 1�/: HOUR UL555 RATED FOR DYNAMIC OR STATIC SYSTEMS APPLICATION DIBD2GA are dynamic rated fire dampers designed for "out of DIBD2GA fire dampers meet the requirements for fire wall" applications. The damper and sleeve {ordered separately) �mpers established by: assembly can be instailed completely from one side of the wall and • National Fre Protection Association NFPA Standards does not require mounting angles on the backside. DIBD2GA fire �A,92A,92B and 101 dampers are ideal for any grille app�ication in which the damper • BOCA National Building Codes cannot be installed in the wall. DIBD2GA fire dampers can be con- • ICBO Uniform Building Codes figured for installa6on up to 8" (203)out of the wall and can be built . SBCCI Standard Building Codes with any transition (round, oval, rectangular), on sleeve side . �CC International Building Codes opposite grille,for conneciton to ductwork. • CSFM California State Fre Marshat Listing #3225-245:005 DYNAMIC CLOSURE RATINGS MAXIMUM VELOCITY—2,000 fpm(10.16 m/s)on all sizes. MAXIMUM PRESSURE—4 in.w.g. (1kPa}. UL CLASSIFIED STANDARD CONSTRUCTION UL555 Listing R5531 FRAME 20 gage(.91)galvanized steel channel. �f� SEE COMPLETE O SPEC�FICATION BLADES �1. MARKING FM TESTED PRODUCT 24 gage(.61)galvanized curtain type. C YL Ii ON PRODUCT (OPTION) CLOSURE SPRINGS APPROVED 301 stainless steel constant force or spring clip iype. SLEEVE(REQUIRED) Round,oval w Must be ordered separately. Minimum 12" (254) 20 gage (1.0) rectangulartransition(C, galvanized steel with 3/a'(19)flange one end. co,cR,etc.)for duct connection can be added FUSIBLE LINK d to tnis side. 165°F (74°C) is standard. 212°F (100°C) and 285°F (141°C) ae are available. a Fire MOUNTING Q Damper Vertical. DAMPER SIZES ` � MINIMUM SIZE 3�4� 4 Vertical Installation— �19� Flange Style A—4"w x 4"h(102 x 102) Style B,BC—4"w x 3°h(102 x 76) � Style C,CO,WC,WO,lC, LO—4"w x 3"h{102 x 76) Style CR,WR,LR, R—3"(76) , MAXIMUM SIZE Vertical Installation- Style A—36"w x 36"h(914 x 914) Style B, BC—36"w x 32'h(914 x 813) a Style WC,WO—34"w x 32"h(864 x 813) ° Style C,CO, LC, LO—31"w x 31"h(787 x 787) a a Style WR,CR,LR, R—31"(787)diameter a OPTIONS • FM Approved as Specification Tested Product. • Sleeves of various lengths and gages to insure field compliance , a with UL installation requirements • Microswitch to remotely indicate blade indication • ETL—Electro Thermal Link to close damper by electricat charge Grille by • Stainless Steel Others NOTES: 1. Dimensions shown in parentheses( )indicate millimeters 2. Damper fumished actual size. SpecDIBD2GA-706/Replaces(D)IBD2GA-406 ALLSTATEDSPECIFlCATIONSARESUBJECTTOCHANGEWITHOUTNOT/CEOROBLlGATION. ORuskin2006 TYPICAL INSTALLATION Wail Opening �2„��os� The opening in the wall shall be sized to accommodate the overall std.sieeve � size of the damper, sleeve and insulation assembly. No expansion F�� gaP is required. 'i.^(e)T►�i a For proper installation frame and finish the opening so it is 1/z"(13) i""'�a�'"9 eie"ke� larger in width and 1/z°{13)larger in height than the damperlsleeve ° assembly(damper is ordered actual size). For example a 24"w x 20"h (610 x 508) dampedsleeve assembly requires a wall opening of 24�/2"w x 20�/z"h {622 x 521). The Brea�eway � damper/sleeve to duct connection remains 24°w x 20"h(610 x 508) �o,,,,�;o„ � and is the dimension used for grille considerations. Sleeve Length G��eby 1. Ruskin standard sleeve length is 12° (305) based on a wall ou,ers depth of 4'(102). 2.Add 1" {25) to sieeve length for every 1" (25)of additional wall Fre Damper depth. For example,a wall depth of 6"(152)requires a minimum sleeve length of 14"(356). 3. Consult Ruskin if sleeve lengths less than 12" (305) are required. Breakaway Connection a 0 Slaeva �W� 4"(102) w�� v,•�s�n,e�ai Inaulanng Blanket NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ,. TOWN OF VAII, ' Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p.970.4792139, f. 970.479.2452, inpsections 970.479.2149 COMBINATION BLDG PERMIT Permit #: B11-0463 Project #: PRJ11-0552 Job Address: 183 GORE CREEK DR VAIL Applied.....: 10/31/2011 Location......: SIZMARK LODGE UNIT 3C(LUCA BRUNO) Issued.. . : 11/22/2011 Parcel No....: 210108210006 OWNER SITZMARK AT VAIL INC 10/31/2011 183 GORE CREEK DR VAIL CO 81657 CONTRACTOR STERLING HOMES INC 11/15/2011 Phone: 970-748-1700 SAM STERLING PO BOX 3699 VAIL CO 81658 License:C000003404 Description: EAST BRICK WALL TO BE REPLACED TO MITIGATE DAMAGE TO INTERIOR FROM WATER DAMAGE. INTERIOR TO BE RETURNED TO "T.I.READY".NO NEW LOAD/CIRCUITS AND MECHANICAL IS RETURNED AS EXISTING. Occupancy: Type Construction: Valuation: $35,000.00 ................................................................................. FEE SUMMARY ..,.,.......,..,,.,,,,,....,......,.......,,..,,...,...,,..,...,..,............, Building Permit----------> $492.25 Bldg Plan Check----------> $319.96 Use Tax Fee-----------------------> $500.00 Electrical Permit--------> $115.00 Elec Plan Check-----------> $74.75 Restuarant Plan Review--------> $0.00 Mechanical Permit------> $60.00 Mech Plan Check---------> $15.00 Additional Fees--------------------> $0.00 Plumbing Permit--------> $0.00 Plmb Plan Check---------> $0.00 Recreation Fee--------------------> $0.00 Investigation-----------------------> $0.00 Will Call------------------------------> $15.00 TOTAL PERMIT FEES--------------> b1,591.96 Payments-------------------------------> �1,591.96 BALANCE DUE------------------------> $0.00 ,,...,�...................................................................................................,........,,,,..,�....,,.......,,..,....,.....,,.......,,...,.,......,.....,,...,.. DECLARATIONS I hereby acknowledge that I have read this application,filled out in full the information required,completed an accurate plot plan,and state that all the information as required is correct. I agree to comply with the information and plot plan,to comply with all Town ordinances and state laws,and to build this structure according to the town's zoning and subdivision codes,design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUEST�S FO ECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:OOAM-Q: Q _ �� Zz � J/ � atu e of�ner or Contractor Date , Print Name combination permit_012811 .........................................«.............,.,.,......,,..,....,...,,....................,,,..,..,,,.,,,,,..,,,..,.,.....,,.,..........,.,.....,..,.....,.,...,,,,....... CONDITIONS OF APPROVAL TO BE MET PRIOR TO FINAL SIGN OFF Permit#: 611-0463 Address: 183 GORE CREEK DR VAIL Owner: SITZMARK AT VAIL INC Location: SIZMARK LODGE UNIT 3C (LUCA BRUNO) .............................................................................................................................................�.........................,,.......,,,,. Cond: CON0012298 Smoke detection to be reinstalled per current VFES fire alarm standard. combination permit_012811 . � �IOwN OF VAI� ` .*,*******..****.*,*.**,.,*.**********�*****„**.************************...,******.��*****.******..***********,****,*********..,****.,*.**.*****,.**. REQUIRED INSPECTIONS AND STATUSES Permit#: B11-0463 Address: 183 GORE CREEK DR VAIL Owner: SITZMARK AT VAIL INC Location: SIZMARK LODGE UNIT 3C (LUCA BRUNO) «.******«..*.*,.**..*„�..,.*.,,.*,,.*..**«««,.,,*,,,**.**....****..*«,,,,..««««,,.****...��..�*.*.*«**..«,...***.,,,***.,«**.,,,**«�*«*«*««««**..«***..**..**�*�***..*��*.. Item: 00120 ELEC-Rough Item: 00200 MECH-Rough Item: 00410 Special Inspect-progress rept Item: 00030 BLDG-Framing Item: 00050 BLDG-Insulation Item: 00060 BLDG-Sheetrock Nail Item: 00290 PLMB-Final Item: 00190 ELEC-Final Item: 00420 Special Inspect-final rept Item: 00542 PLAN-FINAL Item: 00090 BLDG-Final combination permit_012811 Job Name: �I ! �'Y'Y�1yl�� ;i Job Address: �r�3 �iLE �.(ZEf�l �, 1U�VF�t�, + Permit No.: SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building OfFicial in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre-construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Acknowledgement: �`� ., ._-. Owner. v,�� - �lJ�J� �1 TC�-� l/ �il �( Si nature Print Name ---� Date 9 Special Inspection �ne�,��'�� ` Agency: � . . I�N�S�TT� '�(j�El�1.� �r-�a-�� Signature Print Name Date Project �. Arch/En � ((/►� �j�1vv►'� —��IZWI �� ' nature Print Name Da Contractor: �� ° �� l �� ignature Print Name Dat -3- � f TC��N�YA�I, � SPECIAL INSPECTION AND TESTING SCHEDULE (fBC 704) Project Name: �i�� w- C � �� Permit# Owner's Name: ��r1 T t�=E� /� �/ �� Testing Inspection Signature Print Na Date �;�u�L.�r•��C� Agency: �`�- l.��,.'7J�d NiL��J�_ �/-�� Testing Inspection Signature Print Name Date Hereby certfies that the Testing/Inspedion Agency named above has bsen engaged to perForm structural tests and inspections during construction as checked below,to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and expfained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile&Bend,one set per heat per tons Temporary/Permanent Inspection of Placement Inspedian of Steel Fabrication Inspection of Welding Inspedion of Reinforcing&Forms � Epoxy Mspection of Concrete Placement Inspedion of Tiebacks MASONRY: Prelim.Acceptance Tests(Masonry Units,Wall Prisms) �� Subsequent Tests{Mortar,Grout,Fiefd Wall Prisms) Temporary Shoring Inspection of Placement and Grouting Permanent Wall CONCRETE,SHOTCRETE,GROUT AND MORTAR: STRUCTURAL STEEL: Concrete Shot Grout Mortar Sample&Test(List specific members below) Aggregate tests for design Shop Identfication&Welding Inspection Suitability of aggregates Shop Ultrasonic�nspection Mix Designs Shop Radiography Test Panel �� Field Weld�g Inspec6on eatch Plant Inspection Field Bolting Inspection cemerd Grab Sample Field Ultrasonic Inspection Inspect Placing Field Radiography Compression Tests Metal Deck Welding Inspec:tion Cast Specimens FlREPROOFING: Pick-up Samples Inspection&Placement Shrinkage Bars Yield Check SOILS: Air Checic Acxeptance Tests Dry Unit weight Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests Drilled Piers tnspection of Rei�oroing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Pfacement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachmerrt&Inserts Sample 8 Test Components Compression Tests Inspection of Glu lam Fabrication Inspection of Stressinglfransfer SMOKE CONTROL: PILING,CAISSONS,CAPS,TIES: Inspection of Reinforcing Placement SPECIAL CASE3: Inspection of Concrete Placement Inspection of Concrete Batching SPECIAL INSPECTION: Seismic Resistance Specify other tests,inspections or specia/instructions required. Wind Requirements —�F— ***********************�**********�**********+*************�**********��******************* TOWN OF VAIL, COLORADO Statement ****+***************************************************************+*+*******************+* Statement Number: R110001690 Amount: $1, 591.96 11/18/201104 :06 PM Payment Method: Check Init: LC Notation: #29430 / SITZMARK AT VAIL ----------------------------------------------------------------------------- Permit No: B11-0463 Type: COMBINATION BLDG PERMIT Parcel No: 2101-082-1000-6 Site Address: 183 GORE CREEK DR VAIL Location: SIZMARK LODGE UNIT 3C (LUCA BRUNO) Total Fees: $1,591.96 This Payment: $1, 591.96 Total ALL Pmts: $1,591. 96 Balance: $0.00 *************************************************+****************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 492 .25 EP 00100003111100 ELECTRICAL PERMIT FEES 115.00 MP 00100003111100 MECHANICAL PERMIT FEES 60.00 PF 00100003112300 PLAN CHECK FEES 409.71 UT 11000003106000 USE TAX 4% 500. 00 WC 00100003112800 WILL CALL INSPECTION FEE 15.00 ----------------------------------------------------------------------------- �_.�:, Department of Community Development 75 South Frontage Road TOWN OF VAtL� vai�, co siss� � Tel: 970-479-2128 www.vailgov.com Development Review Coordinator BUILDING PERMIT APPLICATION (Separate applications are required for alarm &sprinkler) Project Street Address: � �s�� ,,�, , j� Project#: ��J — S � , _� `?r-�".F�_ '�. ,4� � �`� t..J� • � / (Number) (Street) (Suite#) DRB#:�� 5�� l,W�C•� Building/Complex Name: ��"•�` �'�►7+i=`�✓,�-�, Building Permit#: $� �"r ��lD� Contractor Information Lot#: Block# Subdivision: r / Business Name: ��l;�� b�'�1 �j 1,..";* ; � � Work Class: New( ) Addition ( ) Alteration (X ) BusinessAddress: ��' L.-tN�?�F-"�(-�� ,t��"�� City i1�/�`.71X1�� State: CO Zip: �� Type of Building: �, Single-Family( ) Duplex( ) Multi-Family( ) Contact Name: )UHM CO�N Commercial(� ) Other O Contact Phone: 7O ' �31- �o�J� Contact E-MaiL J C��jl J�l �, l�lOal v'S(��/•�'; Work Type: Interior O Exterior O Both (�) (�r r-, � �_., Valuation of X i , Work Included Plans Included Work Owner/Owner's Representative Signature(Required) Electrical ( )Yes ( )No ( )Yes (X)No ,� Applicant lpfiormation Mechanical ( )Yes ( )No ( )Yes (x)No OC}C� A licant Name: ' �r�l�i�Ul.1�i t'`; '—' pp ,�, Plumbing ( )Yes ( )No ( )Yes ( )No Applicant Phone: Q�d"�J?j� -�p�� Building (�O)Yes ( )No ( )Yes ( )No UCap Applicant E-Mail: ��J1�1`{,�_ �6�(USI�-U•Q�Jl�1'1 Value of all work being performed: $ �'J�Q'X� _ (value based on IBC Section 109.3&IRC Section 108.3� Project Informatio� Electrical Square Footage Owner Name: ,r�X.� �--�l i C N Parcel#: �'f(i :C�:" �1 C�bL �C (For Parcel#,contact Eagle County Assessors OHice at(970-32&8640 or visit www.eag lecou nty.u s/pa tie) Detailed Scope and Location of Work: L��!�I� W�C,C.� b U� /h�t��/��(m !O l�Y! ,��lF,�'��= ia lr��,iv � r�Znrn w�,�AmAh�. i�; 1�2 i� E ��'vizN E--�'� !d "i/`� �A;.�l � . l�,�i NE c� Ct iP�ea�.cYS Lo� �C�d . 15 tZ�ru.rz,��n A s ts r��uE . (use additional sheet if necessary) For Office Use Only: Date Received: Fee Paid: Received From: i I��I -,?-' �� I�"\�J f _, � �' � � L� v L� Cash Check # CC: Visa/ MC Last 4 CC # exp date: OCT 2 7 2011 Auth # � TOWN OF VAIL O1-Jan-11 _�,s � � � 01-03-2012 Inspection Request Reporting Pa 5 7'57 am Vail, CO - Citv Of Requested Inspect Date: Tuesday,January 03 2012 Site Address: 183 GORE CREEK DI�VAIL SIZMARK LODGE UNIT 3C(LUCA BRUNO) " A/P/D Information Activity: B11-0463 Type: COMBO Sub Type: ACOM Status: APPROVED Const Type: Occupancy: Use: Insp Area: Owner: SITZMARK AT VAIL INC Contractor. STERLING HOMES fNC Phone: 970-748-1700 - j Description: EAST BRICK WALL TO BE REPLACED TO MITIGATE DAMAGE TO INTERIOR FROM WATER DAMAGE. INTERIOR TO BE RETURNED TO"T.I. READY". NO NEW LOAD/CIRCUITS AND MECHANICAL IS RETURNED AS EXISTING. c Re uested Ins ection s ` Iterri 542 PLAN-FINAL ` Requested Time: 08:00 AM Requestor. STERLING HOMES IN � Phone: 970-748-1700 f�omments: 331-9724 ssigned To: BGIBSON Entered By: JMONDRAGON K Action: Time Exp: 1��0,�►1r' - 1 ' " Item: 90 BLDG-Finat Requested Time: 01:00 PM Requestor. STERLING HOMES INC Phone: 970-748-1700 Comments: 331-9724 ' �Assigned To: JMONDRAGON Entered By: JMONDRAGON K n � Action: Time Exp: �v J . . Item: 190 ELEC-Final Requested Time. 10.30 AM Requestor: STERLING HOMES INC Phone: 970-748-1700 Comments: 331-9724 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 290 PLMB-Final Requested Time: 10:00 AM Requestor: STERLING HOMES INC Phone: 970-748-1700 Comments: 331-9724 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: Item: 420 Special Inspect-final rept Requested Time: 11:00 AM Requestor: STERLING HOMES INC Phone: 970-748-1700 Comments: 331-9724 Assigned To: JMONDRAGON Entered By: JMONDRAGON K Action: Time Exp: � 1 ; Inspection Historv Item: 120 ELEC-Rough ""Approved*' 12/19/1 i Inspector. sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough "Approved *" REPT131 Run Id: 13923 02-07-2012 Inspection Request Re orting Page 4 4:11 pm - '��.��_ _ _ Requested Inspect Date: Wednesday, February 08, 2012 Site Address: 183 GORE CREEK DR VAIL SIZMARK LODGE UNIT 3C (LUCA BRUNO) A/PID Information Activity: B11-0463 Type: COMBO Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: M Insp Area: Owner: SITZMARK AT VAIL INC Contractor: STERLING HOMES INC Phone: 970-748-1700 Description: EAST BRICK WALL TO BE REPLACED TO MITIGATE DAMAGE TO INTERIOR FROM WATER DAMAGE. INTERIOR TO BE RETURNED TO"T.I. READY". NO NEW LOAD/CIRCUITS AND MECHANICAL IS RETURNED AS EXISTING. Requested Inspection(s) Item: 90 BLDG-Final Requested Time: 08:00 AM Requestor: Phone: Comments: 331-9724 Assigned To: J GON Entered By: JMONDRAGON K Action: Time Exp: Comment: - ina o e one Handrails were not installed on both sets of stairs TOV ok with out installing because stairs were exsisting. Also the back set of stairs did not meet 2009 IBC reqirements for rise and run, but were excepted by the TOV because they were exsisting. Comment: Ok to occupy per Martin H. and the fire department are OK Once the fire dampers are installed call for reinspection TCO APPROVED ..EXPIRES FEB 23,2012 � �� Z Inspection History Item: 120 ELEC-Rough "'Approved"` 12/19/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 200 MECH-Rough "`Approved" 12/21/11 Inspector: sgremmer Action: DN DENIED Comment: No plans for work being done 12/27/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 410 Special Inspect-progress rept "`"Approved"" 12/27/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 30 BLDG-Framing "`Approved"" 12/19/11 Inspector: sgremmer Action: PI PARTIAL INSPECTION Comment: east wall only 12/21/11 Inspector: sgremmer Action: DN DENIED Comment: Must maintain 1 hr seperation per plans need special inspection reporfs for welding 12/27/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 50 BLDG-Insulation ""Approved'* 12/21/11 Inspector: sgremmer Action: APCR APPROVED/CORRECTION REQD Comment: Looked at insulation and is ok but can not continue with work until all other issues have been resolved 12/27/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 60 BLDG-Sheetrock Nail "Approved "" 12/27/11 Inspector: sgremmer Action: AP APPROVED Comment: Item: 290 PLMB-Final ""Approved*' REPT131 Run Id: 14081