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B13-0552 Special Inspection Report
_ Department of Community Development 75 South Frontage Road TOWN OF VAIL ` Te1�970.4�79.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additionai 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. Application/Permit#(s)information applies to: Attention: Q Revisions �Response to Correction Letter �„np,3�.. Martin Haerbele �attached copy of correction letter �I� ~��Q� Q Otherred Submittal B13-0552 Martin Haerbele � ABanCEmbedsthirdparryinspections Project Street Address: 463 Beaver Dam RD (Number) (Street) (Suite#) Building/Complex Name: Zekelmen Description of Transmittal/List of Changes, Items Attached: Enclosed is(13)Third party AB and embed verification reports. Applicant Information ' C ��.�, !�� `�^ �-����,7.�� , V���j(�l .�i1� �c�t l (architect,contractor,owner/owner's rep) Contact Name: RA Nelson Address: 51 Eagle Road#2 City Avon State: �� Zip: $1620 ContaCt Name: Grant Smith (use additional sheet if necessary) Contact Phone: 970-391-9736 Building Permits: gsmith@ranelson.com Revised ADDITIONAL Valuations(Labor&Materials) Contact E-Mail: (DO NOT include original valuation) I hereby acknowledge that I have read this application,filled out Building: $ in full 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 Mechanical: $ ordinances of the Town applicable thereto. X Total: $� Owner/Owner's Representai e Si�4��y�i����y��prake Co ry D rake N:�=�5 E=cdrake�a ranelson.com,O=RA Nelson,CN=Cory Drake Date Received: Date:2015.04A210:58:53-06'00' . _ _°°""°'? � ,�� � ,�, , ��;� ���r��� ,_- --, ��� �!����;�� For Office Use Only: ����1 w ��'{� Q ,, ���� � Fee Paid: �,� Received From: cash Check# � -�-��N.�F �W�� CC: Visa/MC Last 4 CC# exp.date: �----�-��""`��� Authorization # � ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G i N E E R 1 N G C O N S U LTA NT5 Birmingham, MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report D8t2: December 15,2014 Job Number: �4-6s�2 General Contractor: RANeison Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at Iocations requested. Comments or Photos: 'fi �'�.� .� � , . � . �4 p �� ��.s-_v.+++....+ 3 .y. ^f ����� .. �`� _ i ���.* ,l3 . .�.�s w�{.•'�"�a 1r!..RJ'u�. €a ��� r � � 'r � �' � 3 sa. � ; � �� � �%"�"� �'• y � ` �' �.`��+ °_�, � ' ,t .�,.��+-� �..». d'� � = m��n�. �� , "`� . -. � . �� �. : � � � �� � � " �,' �� . , ;�: �, , � �n, , i t=; :� � �.,��a E��� ,* ;�,,,.3� _ � ; ,, e�° . . .. y�.,.a}.a��f�r} , .. ��� �� . r�w"'�.w•_ �� � � .. nn'�Y�. ...... ° ".�`�,..:7 ,. �y�y/° , w e � �s"a""�'�°`, � �y-(� I i '�l �.� , �; .�..� � ' � '_ i �+�'i� �, ;' �.�a� .�.. � 4. . .... ._.. .. � -.- ���. . ;: TCa�I�� �''� �° . . � } _i� �.. _� �� �r�F� . � � ;�� `� ,��5 No Discrepancies Reported this Date? � � No. of Pages Attached: Field Representative: snane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper � � � �..s" ���- ������ Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G I N E E R 1 N G C O N S U LTR NT5 B�rmingham, MI 48009 463/473 Beaver Dam Road Report Date: December 15,2014 Job Number: 14-6612 General Contractor: RA Nelson Rep.Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop Drawings Structure Type: Column Anchor Rods Placement Location: Raft Mat level,gridline F.0/5.6 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not E Conformance Conformance Applicable : Number of Bars, Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates, Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � . � Description of Non-Conformance Items: Additional Comments/Clarification: Dimensions and number of anchor rods,template plate,and nuts were inspected. Template was made of wood with an overall larger size than required for the base plate,but anchor rod layout geometry was correct and embedment was adequate as measured from the bottom of the template. Final locations and elevations will be established by RMS Concrete and RA Nelson during concrete placement. www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper Trademark Construction Services � �Rv u�� 555 S.Old Woodward Ave.-Suite 25L � E N G I N E E R I N G C O N S U LTA NTS Birmingham, MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report DBte: December4,2014 Job Number: �a-ss�2 General Contractor: RaNeison Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. CcF ;•+—�. "� .� _ � ; � `� � _ �.. �, ��- ����� � w�-�=, f � . � ",�. � �: . � . � A �� � - . � ,�� �- � � `� • , .._ � . � ,..,, ; �,� � �� � �: � � , �, :�m _ • �� - � .� �_.�� � �' .,�� � ��� z �� � ,�n;-ar: � ,�� . : , ���w �R i � ,�� P " ^�� e . . � . ,� . �� - , W ; „ � � ,�. m, .. —�,�r . ` ,. � � � *.�. I d ►�F F,� 9�M � #•la..� . M .,. ; '+� � . �� . +� � . q & .. � » , ., '. �� :< , ,y:°�y� p � � � ^�. . ' �*� ` 4- ( , ,.. � i. m� ��' � � � ��- 4 � ��y,,,� ��: � ��� '� ��I��� ��Y��I ��. � ' v ��, � �w w ,�r ' +� > ��`� �::_ . .. •' :• �,� �. . �.... . . q � .�...t L d � � �- Q� ;, , � _ .. . b •�.. , . �_.. "^�"� i�l 6 8 '� ` .... . ... . ...m-4 e« ,�3. X ��._ . " • o r� „� t . ,= v. k r � bF ���' -��^� �� ? �� .. ' < � � �_,�� � . ..�:. �� Y ,h. .. �, ` . � °y� ` {c �' -� �, `'"�! .,_ s � a .�.�� �}, � . � ' $ , '� ' � �-' '�* „ � � � � ;';�S���r � � `�g . a....�`: . i�,�� �+ ""� � ' �;;� 4 ,m . . a;.. „� .. : .^, �s� �a� � �. Yes (vo Discrepancies Reported this Date? � � No. of Pages Attached: Field Representative: shane sorensen www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper � ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G t N E E R 1 N C C O N S ULTR NT5 Birmingham,MI 48009 463/473 Beaver Dam Road Report Date: December 4,2014 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop Drawings Structure Type: Column Anchor Rods Placement Location: Recreation Area A at gridlines G.4/2.0,E.0/2.0,6.6/2.0,E.0/4.7 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not E Conformance Conformance Applicable E Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers instailed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates, Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Additional Comments/Clarification: Dimensions and number of anchor rods,template plates,and nuts were inspected. One template plate was missing and will be made from wood at a later date to match the one inspected to be installed at either G.4/2.0 or E.0/2.0. Final locations and elevations will be established by RMS Concrete and RA Nelson during concrete placement. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L ENGINEERING CONSULTRfVTS Birmingham, M148009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report DBte: �anuary 20,2015 Job Number: �q-ss�2 General Contractor: RANelson Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: '�� �' '� ; � � r.- ,��` �� # ' � �'r� "�� � ,� ,�, _ �d • ` ��r �,`,� �'d�� �,�� � �" � x �" tl � � *a,�, ^'. �yp , $ r� � - � �' p� � �� � �/ � " �^^ J' �` a,�j, �` � �� �� . � � e , � ` -,. { � '�,, '� � ue,�p'� , � � ` � :� t a� �a�, , t, t � - ��� �� �' �� , . -,� , . �� � ,. �,. , , . �. , �" ,�a, , ' �`,...,, � �,�'� 4/.. � � ? `� �`�� � .. f � " � � �_ , � � ,. , .. ! ., v; ..^,M' ; -�� : '..�^ ��'.� � � � ' � + , , y . a� . .. � � ,�a �� . , ��" �� � � . _ � , � ;, � � � + . ��. ,. � , � . � „.� � � � � � � � ,. � � ��a � , � �. �� �� , ; .� � � �,� � � . u , �, ': , .' �.' ..,-. ��� .,,�. � � , , � � - k � � , ,� � . � , �.� � ��. � � �, ,r � • � � -� `� � &� } _ �'- .x� ,`° LL� pM � ; _ _ .. < �¢ ' � �. � �,� ' + � � � = z • s � �M..� - •�� n�<< � � , ��` ' , �� �. �� c � � ,� � � �� ������ � �-�1! .� � '� � �� q n�5� � '�4��} �'f �{�:� "'� l �� *�� ., ` . g � �;, E �< , �.w. , , r _, � , � : , ... .�. �`: °"�:` ,.u`=� �� "�6 € .' � _` . �� " ; . � � , �'� .� - ��' . . � �� � f � � , � � ,�,., � 3� �O �1 � � e' � � .� > ��"�_ � . 1 _.i n:. ����`��� � � � � � � , � � ���� .�� � � F � � . � _ � � . ,. , :'� k e �.��. Y��.J IVII Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: shane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G I N E E R 1 N G C O N S tJ LTA t'VTS B�rmingham, MI 48009 463/473 Beaver Dam Road Report Date: January 20,2015 Job Number: 14-6612 General Contractor: RANelson Rep. Notified: DannyAldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop Drawings Structure Type: Foundation wall beam embeds Placement Location: Bedroom(A)Rec(B)Level,GL B.0-H.0/1.3,H.0/1.3-3.9 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not �Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates, Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts; Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Additional Comments/Clarification: Embed elevations were verified based on reference lines set at elevations determined by RMS Concrete. Reinforcing steel other than embeds inspected by others. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G i N E E R 1 N G C O N S U LTA NTS Birmingham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report DBte: ,lanuary 21,2015 Job Number: �4-ss�2 General Contractor: Ra tveison Rep. Notified: Danny Aldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: � 1 ��� �� �, � �4 � , �� � .� , ��� ��� � , �.�•, , �� � � ����� �����. �: � . . �� ¢. � � ��� � �x��� ��� � � � �r� � � � � - .: . �� � '�� �� ":� � ` ���: �� � � f � ��, ,� . � � • � s : � � � __ � � � _ . ,; � u -• :., . , � , �� � � � �.�, � �_ � d�� t , ; . .._ � ; � # ��. � , �:� �` �,�1 < �: � � �� �� �._`� „, . . . , , , _� . _ , , �t �f�� ;� - .,� �� � °� � �. _ z y , �� .E �� , �:.,: ; �, _ _ • , - � �- t,� � ��.• . : � , � � � ���� �, � � � •� �� � �� � � - �� � �4; - .; � �. ;� q �� <� . . , � a. . � ,� . : , �, �� � � ' . t� �r l.� �� �� � � � `�. 4 � a. , , , � r k, � . _�, � - < . . --� _ �. _ � ���: ; r . � , � �� � r� � jii � � -� � , � ,� r.. : � �. . � , � , � , � ` „� G �,��.,_ � Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: snane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R I N G C O N S U LTA NTS Birmingham, MI 48009 463/473 Beaver Dam Road Report Date: January 21,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: plans,Shop Drawings Structure Type: Foundation wall embeds Placement Location: Bedroom(A)Rec(B)Level,GL B.0/1.3-3.9 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not €Conformance Conformance Appiicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wali,slab or other: � � � � Number and Spacing of Form Savers Instalied: � � � � Form Length,Width,Depth: � � � ; � Embeds and Anchors No.,Spacing,Size of Embed Plates, Headed Anchor Studs, Stud Raiis: � � � � Anchor Bolts; Number of,diameter,embed length: � � � � Description of Non-Conformance Items: \ Additional Comments/Clarification: Embed elevations were verified based on reference lines set at elevations determined by RMS Concrete. Reinforcing steel other than embeds inspected by others. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L ENGINEERING CONSULTANTS Birmingham,M148009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Date: Marcn 2,2o�s JOb NUmb@I': 14-6612 General Contractor: RANeison Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: �. �� � � j .. . _ ¢ � � , � 54J, �� � .+"w.�.� �� . .:.+ ...-. S 1 ' � ., '�� x > . } i _ �� ;;.,.,� � . � ,��� �'�- � . �;�'$ -� , r � � ; ..,w �, � � �� , .. `� �., � ', ""�� , ' � : �... �" _ . , � . ��. � ,� � T�,��� ,�, ��� ��r� ',; .. . � �� �.. , ��` �v � '� � � ,�� � � �� � � �� r ` `. ."''. �, � ��. � � �°��� `� � �::�."'"� � "�� _ 5,..,t«,.� � � � �g ��� . c�; „, i _ �� t � � . b� 3 '..� --. _ _ , . .� k� � � '�� ����� +a ��_. yy� �P ������.q" . � '� . . �, �. . . I��,: � � . f �. . . , � ; , _ _ , _ "�. �� � ���" �, � ��� ,. � ��.� . �.n < � - x ,.. . � _ � E - . �; ��� ���� �� ���� ��, �� � f .�� , ��;,�,.,�,* � �_ � .". ' �_ '`� . .. .� .�y . 3 .._ .y....§ ,. � �, !',�.� '� r� . :,,.: ,: � �..� _' r a,:- � A/�AF . /l���lsrin•�frw.... � .. ' � , ,.. i 9 �� „ . . , ° ' o , -.^a. `F`.J/}�.. t, , �. e+� . ..�� _ ,� L"�7ss�li�w�1� .f. �'�• _. e . . .. . � . . ..., ; ....s> . , . _- .�_>___—_ - '.� e `a, ' _ . ' . . _ �� '1�&" bw.u+s�r "� 3:�.: ._.v$ .�.:aa�..r�.a. r.. ..... ._ >�� f ` �/- -'_ ..' .,.,r� �_...^' rP... l � ✓ ..�.-^'"`-' .-+"'". ��.:..» �� a� ..+..- °"°��_,..y.��+�° ���""�� .�. . j b.}. .. ���..�°+�°'" .��4 ` ��y+�H 4� p e, .,.r 1��R p �,_"` y_ ��.,,�;,.,^.r r.,� «�� . .,...,»'°w ��� �= " � ti � .�,,.`s.-"' ` � � mr'*'� ' " � �, k � ,!s �..������i� �" ��'3..y � �.+�^'�n"' '�`t"%�� �^� � . � �1� � �, ��k,�`..�'.��� .. � " e-arr , i �� �� , �1, ° _,;,.,,,.»» �.;,� �: �.�.. r ' ..�+" � .«.� � . v-� '���'��.�--"—�'�.� �..��a,~��t��5 ��� "� ��p� r�-�"'�..�_ � � h �r� ��� F � � �=� , � ��.,, ,.� - �„�,,.. � ,� �:� g'�"'* , �. • �, �„� _„,�„�--�`" ,�,,_�: �� E $ � � a�,,,o- »' ..--� ; � ', ..� 't," � . � � � � - ��:� �� `� . ��5 � ��� ��� �� �. � ..._._r -�,��'.m«^"` .�,�,e � .;r.. +r,.. �., '��'g� �`�� �>" �,� L ,�.:.. �,.,�.,.,�^r r� '�'��r . ��� �4 �_,--"$ � a..� �� � � � ���� �,. ��� ��.-'�'~ �u �� �_.,� � � � �� ���..������:�� � ��. ,� �-�� - ..� Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: snane sorensen www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R i N G C O N S U LTA NTS B�rmingham, MI 48009 463/473 Beaver Dam Road Report Date: March 2,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop drawings Structure Type: Embed plates Placement Location: Shop page A67: E.0-G.0/5.0(N.side),F.0/6.0-8.0(verified embeds are in place,but unable to measure placement due to inaccessibility) Reinforcing Steel Initial Final Reinforcinp Steel Conformance Non- Not E Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth� � � � : � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts; Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Additional Comments/Clarification: Rebar inspected by others. Elevation verification based on string lines set by contractor. We were unable to measure spacing,elevations,etc.of embeds @ F.0/6.0-8.0 on AB7 due to accessibility issues,but visually verified the plates to be in place. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G!N E E R 1 N G C O N S U LTR NT5 B�rmingham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Det2: February 5,2015 JOb NUI71b21': 14-6612 General Contractor: RANelson Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: � �.. � � � ��„� ~� �3 r � � : � ..�. � �rt .. � 3 �q� �����. t �f g s' ' fi y " y �a� � ��,a � '� �A r �. .. � �° •��`���� �� �. �� � � x _ �- 4 �% , , .. �'� �'. �� � , � �.. .., �. . �� �... ��� �� .a �� � .��» � , " .. .:r,�.. �. '� . , ,.� �, � . a ��� � � � � '# .� � ���,� � �� � ���� x = n � • " 1` x 1`�1�111�� � �.�„.. , �� ��' �r� r� ��-. � .� � �M'.< �°IF`: ( f � . , .. � �. . j2� s-` . .:� p� � < t c�� . � � ��., � ��, P: �; � � �� �i�� . a �k..� ��. �" ,, �„ :�--� � �"� �x° . � Y r'�,i4j IF� � �, � r 8 " t : . , . ;.�. � � . .. �q�Y A '�.:. .,.5 .. 3: a �• . � � � � � � � �� �y� �� .. y" � r "� �� ; �. � �.� : : � , �, h. . � � � '` ���� � ` �'� J �, � � �:�: �. } � � �. � �;�� p ��� � _ �[ � ��r ��� � t,. °�'�� � E � � a.", ,���, � �-� ,.. � u� � � '�: �z � � � *x Yes avo Discrepancies Reported this Date? � Q No. of Pages Attached: 2 Field Representative: snane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G t N E E Fi I N G C O N S U LTR NT5 B�rmingham, MI 48009 463/473 Beaver Dam Road Comments Date: February 5,2o�s Job Number: �a-ss�2 General Contractor: RANeison Rep. Notified: DannyAldaz Additional Cr�mmPnts or Phatos: �, _._ �� a* : f � { .�.,„,� . t � ��. . � � �� fia,': . � ` �� �`. � � � � � ��� �� ��� �� �� � �� � r �� �.� ,� � ,� ��,x � .,�f � � ,, � . , � ' -, � ,. � . �� F 3 ,�: �� ,',���� .,. 5 -�� ,£ t �_ ' . !i � ' �x°� t � ;;; � � � ' '� �, � � �'�};i :, r . . , � . , '°� �:�N �� �.�� ��� � � �. m.�H,, `u,��°"""'" �° 4 „ , : , � , � � °,�_ w ai:,�.. �,�,�k, � �.,�.e �.��_ ..._ ��w�rr.»,.. � � ��G *��.* � $� ) � n + � . .. m .... � — _ ;��..� �� �t ��, �+ . � +. .�.n:.... ..:. �m'�.s5.~_� ...,,a , . ,.:..���'aV3if� ' »R.,. . . . . .... . �� � £. � � � a .. �,»t.a ' . ,, � ,. . . u.- . . . , , ,:� . , � � . ... .... . k , Y i, . x ,� .E �a �. y ... �"�e �. ,�._�� �i< � . Y ,y�;a' a , . � �` .at� � �' A� � � �� =s: i ��.'���, e � � _ 'k . '. �� "4 " °` �.,x r ��i � �' � � � �.,���� �.,. . ^Ma�,� � �.�. �_',}� j� . www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G f N E E R 1 N G C O N S U LTR NTS B�rmingham,MI 48009 463/473 Beaver Dam Road Report Date: February 5,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: pians,Shop Drawings Structure Type: Embed plates and angles,column anchor bolts Placement Location: g.0/3.9-4.0,B.0-E.0/4.0, E.0/4.0-5.0,H.0/3.9-4.0,H.0-G.0/4,G.0/4.0-5.0 on Shops AB2,AB6;E.9-H.0/1.0, H.0/1.0-4.0,G.0-H.0/4.0 on Shops A63,AB7 Reinforcing Steel Initial Final Reinforcinp Steel Conformance Non- Not €Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Embed plate type 1003C at approximately B.8/4.0 was found to be inverted from the plan orientation at initial inspection. We returned the following day and confirmed it to be corrected,conforming with specifications,and also inspected anchor bolts not set the previous day. Additional Comments/Clarification: Elevations were verified based on reference lines set by contractor,where accessible. Lack of access to embeds prevented elevation verification at H.0/3.9-4.0,H.0-G.0/4.0 on Shops A66,including any inspection of beam pocket anchor bolts inaccessible in this area. Reinforcing steel other than embeds inspected by others. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R 1 N G C O N S U LTR NTS airminqham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report DatB: February 19,2015 JOb NU171b@I': 14-6612 General Contractor: RA Nelson Rep. Notified: Grant Smith As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments af � ��� ; � , - ,fa � . � * � � f� N r E� N � .S� �� e s / ° '� "� � �:�, e �; � �� 3_ , a' , , . '�. � . ,�.4"'"�''.",M ( '�' ,... �k°#:. � � 1 . - ��;,;�9 a , - �.� �, .. .. . � t . � �� _ .+. � � . �.a : . . �`, at�, .:..., . ;. 3 .. �� , f `� ." ` i ,u....N ., .. ,t � � �� s. � �,�. � '# �. .t g: v �,<, F-�.� x ,� ' � �,r, � �,�„ �.�'� _ 4 �, � 'r -� �q >s m . , ; �. „ , � � � • �� �• ..-0.r«- t° � ��� �I i14'��� +� �,� "�� f+� s ;� � lif �' �_� ,„ , ....,�""� �„ �4 � �'� ��� � i� t �f.. r l4 f i � . . ��, ;� r'i�:� NO Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: snane sorensen www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G i N E E R i N G C O N S U LTR NT5 g�rmingham,MI 48009 463/473 Beaver Dam Road Report Date: February 19,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Grant Smith Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop Drawings Structure Type: Embed plates and angles,column anchor bolts Placement Location: Shop page AB6:E.0-G.0/5.0,G.0/5.0-6.0;shop page A67: E.0/5.0-6.0,C.0-E.0/6.0,C.0/6.0-8.0,C.0-F.0/8.0 Reinforcing Steel Initial Final Reinforcinp Steel Conformance Non- Not :Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Instalied: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Additional Comments/Clarification: Reinforcing steel inspected by others. Elevation verification based on string lines set by contractor,where accessible. Lack of access to embeds prevented verification at E.0/5.0-6.0 on Shop AB6 and E.0-F.0/8.0 on Shop A67. www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G I N E E R I N G C O N S U LTR fV TS Birmingham, MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Date: February 20,2015 Job Number: �4-ss12 General Contractor: RA Nelson Rep. Notified: panny,4�daz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Photos: � .. ..��„��.._.: . ., ,�. , •` w�rir�' �ij� : �. � � ^ ,� � . � � � � � , � Y w.. �� � �, 1 ; � m�,.. �°` ; .� � . �:,- `� _. 4 a� � ,� w ::'� ° � �''' ; TM� , . � � , �. ,��.� .. _� ; � ��.-=.µ ,. "r�� � ' �I . ' �� � ...W� "� ! t'� � � ' ,. �► ' � ,n' ` �y• � a f �i . ' .Y ��°?�'�� s „" '� I :sl�� � � � � ":�-"'���� . �' ° � . � } � � ..�� � �� � �� 1 ��_� � �� � � � °. ,, � • ,,..: �. ,,: . ` . e- m' . � fi � , �_ � „ . - � °"�,. �� ,s ,^ � � � "",rr,.s d , � ; �� ;�. ���,, '.. e .� .� < �� . # . °� y, Y � �r sY�� � � �' � � � _ �� � "fi ` ��; , � '� ' `� ��' �. . ? �� �"' ���� ,y�� � "�" �5--.,,.— ;� � .a�,,. � ._ ��3. � ����� ��_. � �� E � ` — . t � s �a .,, , � �_� � , � � � : � , , � . II � , � �' — ..x= �� �� �� � � �� '� .�„�p�`�� �'( `� � ��`, � .��� J � t. � � ;E� _ k� } , t� `�: � , �# � __. � , �� �'� , � - a �..- �- �`- � .M � y�� F e�., .�_�, �: � � �� �C �� ` � � '; E�... , �'_ _ , x� �. _ . . a»,.,.�+.«_, ��3 � � z4 �. � S � s w ,�� � j ...a .': ....... . .. � �. ,:.�,' ..� _ � � . t,. R ����. }` �' ' �'. Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: Shane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ������ Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G I N E E R i N G C O N S tJ LTA NTS B�rmingham, MI 48009 463/473 Beaver Dam Road Report Date: February 20,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep.Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop Drawings Structure Type: Embed plates and angles,column anchor bolts Placement Location: Shop page AB3:C.0-D.0/6.0,C.0/6.0-8.0,C.0-E.0/8.0;A64:E.3/8.0;A66:G.0/5.0-5.5;A68: D.9-E.9/8.0 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not :Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � ; � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Anchor bolt configuration at C.0/7.0 on AB3 was initially incorrect. Anchor bolt location at D.8/8.0 on AB3 was initially incorrect. Embed plate type 1004K at D.9/8.0 elevation was initially 1"high. All discrepancies were brought to the attention of Sergio with RMS Concrete and were corrected. .. Additional Comments/Clarification: Reinforcing steel inspected by others. Elevation verification based on string lines set by contractor. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L ENGlNEERING CONSULTANTS Birmingham,M148009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Dat2: March 3,2015 JOb NUlllb@f: 14-6612 General Contractor: RANelson Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments or Photos: •., �,..., � � � � � ;t�� �.,�T � �� � w . � . �. , �r � ; � _ � TM. � � *r' '�q � ��� _...� ' , ,, ;�i�� ,... rt � �- � * ` � a �F ,: r r '� ' �` '"' ,� _.._ v axt � A�'�— _ � `„ ,y e�.,,� .i k .. ���� .,. � ' ��#.. � i �':� �_�� � � "'f�A 4 �w,. � � ,r��. �,. '. _ x n ��� ,` .. . ._,. � ^'_.. ^ , nfi � . �: " � ..._ ��. ' �� �£• �. { ...y., t a..,t�Mq� °s"'�.°°+x "��!� � `�"��ti �� ; � ^ � �r �r�r�.� ,!' `� �,�,.: � ,:.� — �� �>;: � � �� ° . � �� ��f 1�.��� ' � �`�' �� � . � � �.� #*r �:-. !,Ir.� �,�� e'� ±�"""''� �; � �-...w. . � �'",+R _�� � i��s�, �� 4 � �=...F^.".,�,c�*�rt+�,� � „�! . �y�p'r�'""w`a �''�.`� - �� � ~ — � �X*�l�+�r.►a^.».«.,s�11, � �" . , � 3 � �r , . -, r _..: �. � � , � � ,. � . .. '' . „�� ' , _.. �; � A .. � ...,�Sr.'�"'�! . �: „ ':.� � . � � " . . E ;�. . . « ,,� ., , , z -..�, > . .�. : .. . , .� . ' � ..'�.e.� �. :.. .._. , � . . . „ g. . ' . . .. .. . E w . ,..�� i� ` � �`�����. r - _ �� ` { •. � . . .<� k rt�+$°Y �k5 K � ' . . � .� :<; t�- �=y, � �•:µ,�`,,�: � ,.�. , '�. � � , � �.,. ..,. � .e.krb� . � � a �� . _�` ; . „ . . � ' •.,.. . ' � � ' ` � .-� . � �� , 7 ,- . s: . �,H ._ , . , . . .:� .. , ,� lr. . ,. a � .,�',�' . . c.. .«. . : , 2` � � �"�: . � � . } . 's�:�:�, � �t_ �, YeS Na Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: shane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R 1 N G C O N S U LTA NTS B�rmingham,MI 48009 463/473 Beaver Dam Road Report Date: March 3,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep. Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shops,Email from Kevin Haas dated 3/3/15 regarding 1003P embed @ E.1l5.0(N.side) Structure Type: Embed plates Placement Location: Shop page A68:E.0-G.0/5.0(N.side),F.0/6.0-8.0(verified embeds are in place,but unable to measure placement due to inaccessibility) Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not €Conformance Conformance Applicable '• Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � ; � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Additional Comments/Clarification: Rebar inspected by others. Elevation verification based on string lines set by contractor. We could not see the embeds on the south side of wall @ E.0-G.0/5.0 on A67 due to form placement above. We were unable to measure spacing,elevations,etc.of other embeds listed due to accessibility issues,but visually verified the plates to be in place. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G i IV E E R I N G C O N 5 U LTA NTS Birmingham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Date: nnarcn a,2015 Job Number: �4-6s�2 General Contractor: RArveison Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. � - x' '' ,d�'��` 4 �, Comments or Photos: �-=T �' � �t � �� � �;� � �� _ �a� ,�t � ,�",� '�� " i�: �� �. �.�;- _ ' �'c.w �� ��� . �� � �-: �� ., $ � ti � .�� 4� r�� � � � � ��.� � � . . � � �" Y`� " ~�-:�F "* �� , � , ' . _ , � � �' . .. �, a ,.� . _ s. � � ' --�--...:....��; : — ,� � � ` �'�"� . ° ,��_ �� �� _4� * � � �; �'f _ ' �,' �.-4 �� Y ��'�'t �y ,� . ��� � , �,�� � �{;�� (# ,� � � ��' .,�;�•�(f� ��.�� pY j* �' .. �., ���� � �.Fy„����� `i �� -�`���'`�'S fF � �, � ��J%, � �I�� 5 �������� 4� �} � � �'���� �� s� � �' � � � � ������ ? � 1� t '� F�', � �� � �� ..�� � ��. ,�a� ti,�f r ;�� ,r � : _ __ �� � � � =���_ � � � � � '� � � �-�:. ��' ,� � � �.�.-...�,.�,.�_._. � � �� ,;�� �:_�i � �������� �, �i�r��� , � ��. � . ��. , �,� ,,,� rr �� � j-. � 1� .,..k.' C :i.�'� :.. � . y� y,a�_ � � k a/� I� � " Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: shane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G i N E E R 1 N G C O N 5 ULTR NTS Birmingham,MI 48009 463/473 Beaver Dam Road Report Date: March 4,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep.Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep.Notified: Sergio Documents Used: Plans,Shop drawings Structure Type: Embed plates Placement Location: Shop page AB6:F.0-G.0/6.0;AB7:F.0-G.0/6.0(verified embeds are in place,but unable to measure placement due to inaccessibility) Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not :Conformance Conformance Applicable E Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � �✓ � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � . � Description of Non-Conformance items: ` Additional Comments/Clarification: Rebar inspected by others. Elevation verification based on string lines set by contractor. We could not see the embeds @ A66:G.0/5.5-6.0,AB7:F.6/6.0(beam pocket anchor bolts),AB8: E.0-G.0/5.0(S.side of wall)due to form placement prior to our scheduled arrival. We were unable to measure spacing,elevations,etc.of embeds due to accessibility issues,but visually verified the plates to be in place. www.groundeng.com Engiewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25l E N G!N E E R!N G C O N S U LTR NTS Birmingham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Date: March 10,2015 JOb NUfTlbel': 14-6612 General Contractor: Ra rveison Rep. Notified: Danny Aldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Comments �`.� � �. `��r � �[, � ^'� _; ��.�;,� :r.�� �� . � �:: x � ,��v sk , rt �` � -�� � ..�.� � .. �,���.�;. �.. ,,,> � �,� , m� � ��' � ..� �r � 1 3.� ` �_. {{ � . ;a 4 / _ "W F � E � , �, ,; ., . ... ' e . _ ' = � _. �. , ,�,�.� kve.&'C �.� �,. .�4 � �.^�sa �'�,T . ,�� �,,. I +„S' .... ..'_ �_. . :�,„ �P Y,- � � �.. � � ,r -_._ � ��� i �� l , , : � «., .�,.., .. � ; . �. I `� .. '. -. � ��3 ,� . r�� � I�'. � ».e�-�` �. { . s � .n . ` „�,�._ .:�>� �: , ��� y" V �� � >°� . ,�. �, � ,, �.- � , � ' , .; � _ , �. _ - _ . ¢ . > � . _� i ,��.__ . : , § . �. � ,. ; .; .,� � �� ..;�, � � ��� , =�,.� �� � � � � � �� � � � � � � �� � � r� � � `�-��'`' � # �:il' �, . �, � ��,� k ����.. t� � �... � � � � 3 ° � � • , � � � _ � ` � _ � , � '�, � � �� �� � � � � � ����f�.� ������ w�., �� � �:, �� � f� .� # „' � � _�` '�*" � ' �� ���r � ��..; � � � �,, `w „„_ � ,. N . � �' Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: shane sorensen www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R 1 N G C O N S U LTA NT5 g�rmingham, MI 48009 463/473 Beaver Dam Road Report Date: March 10,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep.Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep. Notified: Sergio Documents Used: Plans,Shop drawings Structure Type:Anchor bolts,Embed plates Placement Location: Shop A64:F.0/6.0-8.0,G.0/5.0-6.0;AB7:G.0/5.0-6.0;A68:F.0-G.0/6.0,G.0/5.0-6.0 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not :Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties, Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Installed: � � � � Form Length,Width,Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates,Headed Anchor Studs,Stud Rails: � � � � Anchor Bolts;Number of,diameter,embed length: � � � � Description of Non-Conformance Items: Wrong plate was installed for 1016A embed plate @ G.0/5.9 on AB8 was incorrect at initial inspection. 1007H embed plate was missing at G.0/5.4 on AB8 at initial inspection. These discrepancies were brought to the attention of Sergio with RMS Concrete and corrected. .. Outstanding discrepancy: 1003A type embed plate is missing @ approx.G.0/5.4 on AB7. Sergio with RMS and Danny with RA Nelson are aware and plan to drill/epoxy the plate in place after concrete placement. Additional Comments/Clarification: Rebar inspected by others. Elevation verification based on string lines set by contractor. www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G 1 N E E R i N G C O N 5 U LTR NTS Birmingham,MI 48009 463/473 Beaver Dam Road Concrete Reinforcing Cover Report Dat2: March 18,2015 JOb NUI71b@I': 14-6612 General Contractor: Ra,rveison Rep. Notified: DannyAldaz As scheduled, a representative visited the project site to perform special inspections on reinforcing steel at locations requested. Corrbi ��r7�.� �;� '� . � �e� � � ,E�' f�, � ����� � . � ��� ° ',� : + � � , � 4�j�.rw+er...-�^.�r,�"} _' � _ k s^"`"'�t� {ts1��� �� #: � r 3 i .# :�,... � . � dN�. �� � t i ` 1 .a x � �� �' �.3„� . . � * . �� � . ( "t _ _ � r�� ��� �� ..t. �� � 4. . F � �� �.-t y ..� .�s*�ro�-.� �. � M - W, n..... Y ,�-.. , :. .., F+n.:,.,m,-�.r�. , �,�',., as. . .,.. �� � `' �� a:.�` � . - ',. , r' , • > �-•, � ,�' �'; .i^Y.Y �'*CS#� M.- _.. r. �;. b'� : r ; � ,� :� �a�' ��,�€�'�� $ '�����" �t � r p ,t�`""� �� ;� � 4���. ;� � � � '�"� ' d,,'� `` �� �� , ,a �'� ���'� �� . � � �',li�dk t m.,�.(1� °L s�e.�l . z . iY� � � e� �+ ,� �, ♦ , . �l l � � `� ,', � , r . � ": � Y '��"�1 � `i� � � ' (: � � �� � � /` .� M� , , t '� �T�� � �f Ar'�# ��. " . � �" � � � �� � x� ._,o�i £��$�r. A. ^ . �' �. �� �.^ � � 3 �8 ,#�.� �°�' ,. 1� �v.`�.�'� . t � � t� _`. �� �� . � � i ,�.�wa� . '�p*,,az.k«� .c�. . ,,, . ... .. �� w- . . , .� ,� ��� ,� $€ _' �I'� y� ., . s , . �, �� � � ,@ �j „� - .:�u a..r . � � , � . a r � �k�;�ia.a�. + . � & p � � � � ����� �_ � , _ . __ , . . � �, ��t : �: . . __ '�$. -� , .. :�� �Y ,.ctw'.. . . .�� .�ww�,..=y..ar.t � � ,�µ..; �',, s .,� ,ys - . "� ��.' ' 4 _ � f, �g r « � i � �S� � , � ��` �, .�. � �'�� � E,�,,--,.„..r r , ,.��:: �_.� �� � � •�._�� , . �!���r. , � ��� '� � ��� Yes No Discrepancies Reported this Date? � � No. of Pages Attached: � Field Representative: snane sorensen www.groundeng.com Englewood, Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper ��v��� Trademark Construction Services 555 S.Old Woodward Ave.-Suite 25L E N G I N E E R 1 N G C O N 5 U LTA NTS B�rmingham,MI 48009 463/473 Beaver Dam Road Report Date: March 18,2015 Job Number: 14-6612 General Contractor: RA Nelson Rep.Notified: Danny Aldaz Rebar Installer: RMS Concrete Rep.Notified: Sergio Documents Used: Plans,Shop drawings Structure Type: Anchor bolts,Embed plates Placement Location: Shop A63:B.0/4.0;A67:A.7/3.2,B.0/3.3-4.0,B.0-C.2/4.0;AB9:E.0-G.0/5.0 Reinforcing Steel Initial Final Reinforcinq Steel Conformance Non- Not �Conformance Conformance Applicable : Number of Bars,Size,Length,Grade,Spacing: � � � � Number and Spacing of Ties,Stirrups,Corner Bars: � � � � Clearance and Lap Length: � � � � Dowels to Adjacent Structure;wall,slab or other: � � � � Number and Spacing of Form Savers Instalied: � � � � Form Length,Width, Depth: � � � � Embeds and Anchors No.,Spacing,Size of Embed Plates, Headed Anchor Studs,Stud Raiis: � � � � Anchor Bolts;Number of,diameter,embed length: � � � ✓� Description of Non-Conformance Items: Additional Comments/Clarification: Rebar inspected by others. Elevation verification based on string lines set by contractor. Elevations were not verified due to lack of accessibility at B.0/4.0 on A63 and A67 for anchor bolts and embed plate. Dimensions of embed plate and anchor bolt template were inspected prior to installation. Embed plate dimensions could not be measured at E.0-G.O/5.0 on A69, but spacing and elevations were verified. www.groundeng.com Englewood,Commerce City, Loveland, Granby, Gypsum, Grand Junction, Casper