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B13-0456 REV3 Structural RFIs combined
� R.A. E L S Q REQUEST FOR INFORMATION N N / ` BUILDfNG MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 12/24/2013 Project No:65-13-00 Page: 1 of 1 RFI No. 00030 TITLE: gracket for LVLs at F-4 PRIORITY: Normal Priority TO: FROM: Triumph Ptarmigan, LLC R.A. Nelson LLC PROCESS STARTED: 12/24/2013 Attn: Mike Foster Ryan Smith QUESTION ENTERED: 12/24/2013 ANSWER REQUIRED: 12/31/2013 RESPONSE WRITTEN: RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST I M PACT: I M PACT: I M PACT: REQUEST FOR INFORMATION: Steel fabrication drawings do not indicate a connection for the (2) 16" LVLs at gridline F-4. Please provide a connection detail between the LVLs and embed plate at this location. PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date:12/24/2013 Contact: Ryan Smith RFI ANSWER: �Jl s� �o� t� �G-�to t� ��-c�' �`�� C'P��-s��� -- ,�s (2.� —� c� �.v � w<<..�... �,t-. i � �� r'_`R '� �"� y F c- �.. Answered �y:i riumpn riarmigan, LLI; uaie: `� ��-' �-- "a� . . ► , Signed: �,!` ,,,�r„ � Mike Foster .:-_- - ----� --_------�_ ��~`'.� � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potential schedule, budget and design impacts. , R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f_�_11m i � R.A. N E � S U N REQUEST FOR INFORMATION / \ BUILDING MOUNTAIN RESORT COMMUNITIES Resnick Residence Date: 12/30/2013 Project No:65-13-00 Page: 1 of 1 RFI No. 00036 TITLE: geam 139 Connection PRIORITY: Normal Priority TO: FROM: Triumph Ptarmigan, LLC R.A. Nelson LLC PROCESS STARTED: 12/30/2013 Attn: Mike Foster Ryan Smith QUESTION ENTERED: ANSWER REQUIRED: 1/6/2014 RESPONSE WRITTEN: RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: Yes IMPACT: REQUEST FOR INFORMATION: Shop drawings of Beam 139 (Phase B)indicate the west end of the beam is to be bolted to the inside of a plate welded to the embed plate. Due to the angle of the plate,the bolts will not fit between the welded plate and the embed plate. Please advise if it is structurally acceptable to weld the accessible portions of this connection (top of top flange, bottom of bottom flange, and west side of web). PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact: Ryan Smith RFI ANSWER: � � ���.�' �..��LL� �T'�} � l�t..-`�T '�t��. � 'T"�-�. w • �� ra -� ����-�.-�o,� �. � ;� _ ��� ��-�� � S t p E�. t�'�- cc�1��GTl o�N � h .r = Answered By:Triumph Ptarmigan, LLC Date: � � Signed: � ► Mike Foster _.. � __ "'�`-__= -_--- - - - __ � ------_ � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon bE�tween RANA and the project owner addressing any and all potential schedule, budgef and design impacts. R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f rfi 11m I � R.A. N E � S C� N REQUEST FOR INFORMATION / ` BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 12/27/2013 Project No: 65-13-00 Page: 1 of 2 RFI No. 00035 TITLE:Verify Steel Connection/Length PRIORITY: Normal Priority TO: FROM: Triumph Ptarmigan, LLC R.A. Nelson LLC PROCESS STARTED: 12/27/2013 Attn: Mike Foster Jeff Beacom QUESTION ENTERED: ANSWER REQUIRED: 1/3/2014 RESPONSE WRITTEN: RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST I M PACT: I M PACT: I M PACT: REQUEST FOR INFORMATION: 1.B128—Beam is 5"too short on shop drawings. Beam was fabricated to this length and only bears�/2"on wall. Can we add a short column at west end that will bear on wall and attach to beam with a bolted connection? Please provide detail. See attached B128. Additionally, please verify that all connections are detailed in the correct place. 2.B130—Beam is detailed too long and has been fabricated and is onsite. This will need to be cut. Can we torch cut this in the field? Please verify that all other connections on this beam are correct. See attached B130 3.B127—Column base @ grid line 2 should be skewed. Was fabricated per shop drawing and will need to be field modified. See attached B127 and confirm base plate orientation. 4.B119— 1"short—has been field welded to B120 clip. There is a 1"gap between the end of B119 and B120. Is this spacing acceptable? 5.There are (2) B148 on the erection plan. One is between grid 4 and 5. This one does not have a detail. Please provide. The other`B148' is located between grid 3a and 4a. PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact:Jeff Beacom RFI ANSWER: a �' � z)� ` ��►� /�-T� ��1� 4�'►�H� i�.�1� `i�-�-'��'►��• -��'�,,�►�1"L, ��`�.�,.,�i� �� . �:► J�•� oTt�!-+c"''� �'�ot.�N �G'�'1�ot�.1 s ,�IR�E tN "R���'T 'P'�G�► I z• �30 : s��t-,� � Go��c GT L��1 G'T'1-�-• t� IT 4��s-t--� 4E s�-�-oi2.���b �T' c�tJ i3� �' tt3 '���-� . '�j�-t Go�iJ�cTto t� '�r C3l 32. N�.S "T+o 'C3� Z�-GD '��S '�-Ot� �., o�F '8 t 2� , E� ,�.. ,� , ,.��. � [?��a�--'�...�� �" �'� '�°�k_�c...� �. �,�, � -!�" ��:.�=. ��'_.. , . , , � e . . ._ Answered By:Triumph Ptarmigan, LLC Date: Signed: Mike Foster RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f rfi 11m % R.A. N E L s o N REQUEST FOR INFORMATION n �� BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 12/27/2013 Project No:65-13-00 Page: 2 of 2 RFI No. 00035 Disclaimer:R.A. Ne/son &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potential schedule, budget and design impacts. � . �t� � -�-�-� �t 2 0 �s sTtt�c�-Tu rz...b�L�. �.� --�� 1`� s�ct-oQ. �� ���� t� � �/c�.`' w�1.1�s oN � s�r�� o� G�e�N EG'R�t�J ��—�.'�'� • i � S� �- �#-�� �'� �'1 �Q. ��GI�. c� �I�-�.C�s �� �- ,� R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f_�_11m � :� O a � F.�"`'�.�, ` q �D � � = x > �� <9 m�p � � o� 7 k �x bq Fy � ��?�ro � I� s�.a cu �D ��c���� :°. � � AAC C �j .- `�x�X � � ^JTNU � �VI O�tJ O�0 n Y�� � ?.�CA�I M� ° �m N rz N �� o� �m d� o� t7 m z � m �_ - _ � � � � 0 � � � � 3 y p p cu cu �i V� =N '`cu rn N u� � �z 3 � N � ' 0o N� �rn� I I/2' � � � r0 rU� lp y rn� � Q � N� �'6 =rnx � � �0� � N p� -p� q ��b° y p 2 - � �A' � 0 �� - rn � � 0 � =�X I I/2•� � X -� N N_ Nrnp� rn - �, ^' � "?N ° o o - � 1 I/2'� 3�� I I/2" �O X Ql 0 Ql � �A(� DzNO � � � ��0 �z � �rn ,- p� z rnrnZ� .. � � �rn -�i�l 3c ►� 9� 0 �� x 0 Z �� � �o � r � rn � � � � � d -� �n � m r a > m " � z N � � w � '� ° r � .� m n m t7 z d � � z" > �, � � �7 o� � �D C �Z V , � rn � � �n � � � �_, � � , � `� � � I�//Ionr'ae c� 1`1e�xrell J°B Engineers , Inc . 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N E � S Q N REQUEST FOR INFORMATION / ` BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 12/31/2013 Project No:65-13-00 Page: 1 of 1 RFI No. 00037 TITLE: g118 Steel Beam Length Correction PRIORITY: Normal Priority TO: FROM: Monroe& Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 12/31/2013 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: P.O. Box 1597 ANSWER REQUIRED: 1/2/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 Fax: 970.949.4054 RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST I M PACT: I M PACT: Yes I M PACT: Yes REQUEST FOR INFORMATION: Please see attached red lines to shop drawings and provide the following: 1. Correct Beam Length 2. Field Repair Detail (The beam has been set in place and is currently shored up for repair in place. PROPOSED SOLUTION: Use detail provided for B128 field correction with column under. �� ,� ' Requested By: R.A. Nelson LLC Date: i �� Contact:Jeff Beacom � RFI ANSWER: .,.�--� j ��'�� ��,�-� �- �IrV�`! ,D �.�. � S -'� G LL`� � � ��« ��� � i 1 � , I Answered By: Monroe &Newell Engineers, Inc. Date: � ' �i ' � �� Signed: � ; � � � .�,a�___ _ - _-_ i Hannes Spaeh - �-3--- "' I RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Ne/son &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potential scl�edule, budget and design impacts. � R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f fi 11m -F,;- ^` �' ���� y.F/r� �i'u�.�� ��-'w� � x-� � `af'l'�"�' �.,a �c .. -, � � �„' . .� ,� �-... •-'2. : ii �"'`£�"�,�' -x!- -�= ^a`o �z:*: ,a� .-;,""-'�? 7r�a °"`a" _"yi- . ,..'"''"�',` ��``���'�`���t..�^ =�;�-,a"��+,�',,' �� ����, �� ._ ��..„�, : / M '"�' 2�'�."°�����,'�,w`,i ���' .sx'��' ;�`��" ", ""������'�:.�,,i .a.n. -`,�'` +�' '� „ . 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""�., �-. 5y, j �x '� �;.'"��'�� � . . • ' � < it ` , ,�i4� I i � v ; � � I � � �' . ..i � ' " � � � e � ., �., ,� a . .,s. . u�-'"';- .. ` , _ . . - rv �° �,� �. s � �� . . „ �. . .. _ � . > '„ � '��' �x� � �_�...— "�,�—:-ti ��� � , � � ��� � �,� � � m,�v -� . __...� _� �_ _____w .� ._.�. � � w � � , , -' ? � u ��� > _ � w _ % R.A. N E � s o N REQUEST FOR INFORMATION �/� ' ` BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 1/3/2014 Project No: 65-13-00 Page: 1 of 1 RFI No. 00040 TITLE: Steel Clarifications PRIORITY: Normal Priority TO: FROM: Monroe& Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 1/3/2014 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: 1/3/2014 P.O. Box 1597 ANSWER REQUIRED: 1/6/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 RESPONSE ENTERED: Fax: 970.949.4054 RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: Yes-Work Impeded IMPACT: Yes IMPACT: Unknown REQUEST FOR INFORMATION: 1. Should B143 and B142 have tube steel on top of beam. B143 is shown on 4/S5.2 but not in shop drawings. B142 does not currently call for tube steel. 2. Please provide headout detail for(2) BCI 90's where column on beam interfers with hander. See attached for proposed solution. PROPOSED SOLUTION: � See attached. ��� �v` � ts ,�'.�� ����� � Re uested B • .A. Nelson LLC Date:1/3/2014 � � • q � � � �-- ���tSntact: Jeff Beacom > R ANSWER: �. � � �=����-�.- ,��� r � � � � �.�.,� �.__. ;�:�, �� �..�.� -��,� r� � � -�---� �� � ��� Q�- -�-�� ,� E �-r��-. Q� -�--� � � � ���--� . � ��- , �o o-t' �.� o�' �t s� � Cu�-v r-t � . - I t�s-t�.�-�- � r��., �. �. . _ �_ ' ; � i � '�. � 4 ,?� �F!�'. �:� ��! !�� �!F'. 1.�. V 0�� � ~tr �t . --� . . 9 _ �„� �I`..` 4 '. j� _ Answered By: Monroe & Newell Engineers, Inc. � Date: b • �� ��' Signed: Hannes Spaeh ! RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Ne/son &Associates (RANA) will not proceed on fhis matter until an acceptable solution is agreed upon between RANA and the project owner addressing any ar�d all potential schedule, budget and de�ign impacts. R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f fi 11 m � : I BY ..._ — _ _.��DA�'E -�, �_.._.� , ^ E L Q SUBJECT ,. 5 � .�. � BUILQING MQUNTAfN RESORT �C?MMUNITIES JOB NAMEfNO. ,_. T_� w� , I ; . � � � � . _ � ; ; � : , i � . , 3 � � _ ' ' ` � ~ � , � E � __ ` � , � � , � 3 ����` � � ' . �� S � � � � '� �,,,��°'° �. � . � � � � �! ���' � � ..o.s � . � � . .. . . . �.._ ..�. . . . . b...�. .� . . .. ..... . . . . � � � �.. � � �,. � �. �- � � � � � �. .. '� •�. '.�,� ' "�,�, � �. «..,., : ' � � � � � � � � � � ��� E � � ' .. 1. .. , w __ _ _ rt � ���;� .v ��= - ""�.. � ^..°+, . ;, �� � . 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' -.i �- �-� . . .-... . � { � .. . ._ .... � . . . � . . . � �... < < . ..._ .. , ..._.. .�. � t ::� �j t , • ` ' . � . . " , . � - . . � � t � � �: _� . �. � �� '�� � ��_ �� �.r"'S_� �� ',- . : � � � ; �m�:./L ...�..P j� _� ,_ «._ -. . . ... . �. ' ( ,` �s' a '�°"_."_,_.r,_�_�c.._—_ .i�s�"''••�-',, ��__.}�_ _. � � , . �.�;�"��.d�� a" ,_�..r. . . I ! � �_ .� ���`'!� � �7 ;'��►'��` ��tt'�� a�� �.�;� ; � � `� � I - . , � : : ; ; , _ , : , � . — � _ , - . � � � ; . : . � ; ; : _ ,. , � ; � ... �� . . : ,.. _. .. .- '� v k� � . i , . . . . . . * ,.. .. .- ... � f . . . � s- 1 � � . . ' e - k S , 3 � . : , i . � � ,...�..._ 3.�_ ;. � : .� :� �' . .; .. .;� S._. .. ..... '- .. . . _ : �° ` , � t . , _ . , r < i � � :.:.��...�.,......b:_ __"��-.�. ....i..�..._.�._�.-��..�� ._.__,.�. _,..;..,_ _;z..... ........_.. - . '__". - ..._ . '- _ . . . j � �_ . . � � � . � }. 6 _ . _ _ _ _. _ . . ���R � � �' .j� 0.� � - � $ . . : . � � . -� � �.. i..._ _. . - � � � � - � , .. � , . � . �F. �j . -. _ _ . - . - . . - + . . . � " - . rFF i � ; , �. � . . . . . . ... . � t= .� � E � . E��� . . - . . � . . , i , �- :.-. � . � - . . .. - -: ,. . � �� � �. _ i. . . f. c.... . . . . . 1 . # ,. � S �" . " . .... . . �:; .. i . .. . ' .: .:� " .. ' ..-. ' �. ! ° . . . .. . � �. � � - - �r ._._. . _..a__.,.�_.....,;&� . � �` r} �. ' `� 4 �.v`�r! ��l�+tt�t�� 81 t���? � g�C}'���-.�1�? � FA� ���`��.9`�3.�� I` �: �, I.i.r������'..3��� , '___ --� _ ..._-'._'.. _'_ _.__--� ---_-.— _--.�.__...... � _ .. . . . e�Li tf�ll�V6l F€.dl i2°.2�81�_CL31 i.$. . . � . � I � I�..f�. N E L S p N REQUEST FOR INFORMATION �q ' ` BUILDING MOUNTAIN RESORT COMMUNITIES Resnick Residence Date: 1/6/2014 Project No:65-13-00 Page: 1 of 1 RFI No. 00043 TITLE: Steel Plate Saddle LVL Connections PRIORITY: Normal Priority TO: FROM: Monroe& Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 1/6/2014 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: P.O. Box 1597 ANSWER REQUIRED: 1/13/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 Fax: 970.949.4054 RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: Yes-Work Impeded IMPACT: Yes IMPACT: Yes REQUEST FOR INFORMATION: Please provide steel plate saddle details at the following locations: 1. Grid 7.6 North of Grid A(See attached) 2. Grid 5A at North stair concrete beam (See attached) PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact:Jeff Beacom RFI ANSWER: � . �'��= .�`���,����:� �� �-�-t�. �� "�'F� 2 , S�E RE S�o t.�s� �o TZ.- �- I ��, , � Answered By: M n oe & Newell Engine�er�, Inc. Date: ~ • r __ : . �° Sigr�ed: � ` __�F.u� ' �-'� - Hannes �naeh � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and fhe project owner addressing any and all potential schedule, budget and design impacts. 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N E � S C� N REQUEST FOR INFORMATION / � BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 1/15/2014 Project No: 65-13-00 Page: 1 of 1 RFI No. 00047 TITLE: Column 203 Baseplate PRIORITY: Normal Priority TO: FROM: Triumph Ptarmigan, LLC R.A. Nelson LLC PROCESS STARTED: 1/15/2014 Attn: Mike Foster Ryan Smith QUESTION ENTERED: ANSWER REQUIRED: 1/22/2014 RESPONSE WRITTEN: RESPONSE ENTERED: RFI GLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: Yes IMPACT: Yes REQUEST FOR INFORMATION: Column 203 baseplate and Moment Frame FC1 base are in conflict. Please confirm it is acceptable to cut 2 1/4"off of the south section of the C203 baseplate to allow FC1 to fit. PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact: Ryan Smith RFI ANSWER: � Ah 2 "� �+ � �� �.�- m - � c2�3 � � � � � �. �-�- �--r--�+-- � � �-r� i c � � � ,E 6c _�1 � !�-.I �LD��P �T�}-��- a P . . � F M �t� �`-� �.� . . .4:.i!' ,,;�s��,-'" '.. � 1 i �ncwPrPrl Rv•Trii�imnh ,Pt�rminan I I_� Ilata• �� �� * �" • „ ._ , , J �I" �`"7"" f • . C� ° A 3 m Signed: � _ ' i�, Mike Foster �,�,�. ____ - _ __._, _—�r,�� � � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Ne/son &Associafes (RANA) will not proceed on fhis matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potential schedule, budget and design impacts. R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f � ��m � R.A. N E � s o N REQUEST FOR INFORMATION ' ` BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 1/18/2014 Project No:65-13-00 Page: 1 of 1 RFI No. 00057 TITLE:�/eld detail @ column/beam (typical) PRIORITY: Normal Priority TO: FROM: Monroe& Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 1/18/2014 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: P.O. Box 1597 ANSWER REQUIRED: 1/25/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 Fax: 970.949.4054 RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST I M PACT: I M PACT: I M PACT: REQUEST FOR INFORMATION: 1. Please provide a typical detail for weld in lieu of bolt at 1)column to beam where column sits under beam 2)column to beam where column sits on beam PROPOSED SOLUTION: � Requested By: R.A. Nelson LLC Date: Contact:Jeff Beacom RFI ANSWER: �. � �,� . o F �. . � �- 1�4�x "� � � �:�.m.. �.� ' ,w, ,�.���-� � ' � �..� ���.. _�..� � � �� ;�,���� ; 2 �.. �.,�. �1 t��' �� CQ�., . T�'P �., �, 2 . �F-t ��.�r-t � �s�ovt : 3/ <<x 2 w�-� � � ��� �� '�s.� '�..a M��I � � � �� i � � �ncwprArl R�; Ipl r�a R �Ig;nigll �yjnan"rc� In�. �u��: � . Signed• _._ _--- -==�i Hannes Spaeh RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an acceptable solution is agreed upon between RANA and the project owner addressing any and all potential schedule, budget and design impacts. I R.A.Nelson LLC Rev.Date:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f rfi 11m I % R.A. E L S Q REQUEST FOR INFORMATION � N N �� BUILDING MOUNTAIN RE50RT COMMUNITIES Resnick Residence Date: 1/30/2014 Project No:65-13-00 Page: 1 of 1 RFI No. 00064 TITLE: C215 and 219 Beam Connections PRIORITY: Normal Priority TO: FROM: Triumph Ptarmigan, LLC R.A. Nelson LLC PROCESS STARTED: 1/30/2014 Attn: Mike Foster Ryan Smith QUESTION ENTERED: ANSWER REQUIRED:2/6/2014 RESPONSE WRITTEN: RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: IMPACT: REQUEST FOR INFORMATION: Columns 215 and 219 are installed at the centerline of of the beams above them and plumb. Doing this left the baseplates offset over the beams below that each bear on. Please see attached picture and advise if these connections are structurally acceptable or if a repair detail is needed. PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact: Ryan Smith RFI ANSWER: �-' �--z_,� c'�`.-v h-'l,l� 1--a c..�T1 d N S �' � Go�N�G-R �N S �-�E sT�R-�c1Uf�-+�t.c.� � ,�,��+�--�rt-,�.�� ,�.s ts . . ' Answered By:Triumph Ptarmigan, LLC Date: � � � �'" Signed: Mike Foster ---- _-�-__..�___,-_ ._ ----~� � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No CostAmount: $0.00 Disclaimer:R.A. 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S O N REQUEST FOR INFORMATION �� BUILDING MOUNTAIN RESORT COMMUNITIES Resnick Residence Date: 3/12/2014 Project No: 65-13-00 Page: 1 of 2 RFI No. 00085 TITLE: Steel Inspection Clarifications PRIORITY: Normal Priority TO: FROM: Monroe & Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 3/12/2014 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: P.O. Box 1597 ANSWER REQUIRED: 3/17/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 Fax: 970.949.4054 RESPONSE ENTERED: RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: IMPACT: Unknown IMPACT: Unknown REQUEST FOR INFORMATION: 1. (13)At B109 (W 12x26)wide flange beam to C102 (HSS4x4) has the weld noncompliance per AWS D1.1-10 clause 5&6 (weld defects acceptable as of 1/21/14, However still not in compliant per AWS D 1.1-10 clause 5) 2. (14)At B109 (W 12x26)wide flange beam to C102 (HSS4x4) has the web of the Wide flange welded to the column, GROUND is requesting clarification from the EOR 3. (15)At B109 (W 12x26)wide flange beam to C102 (HSS4x4)has the holes for the bolts torched cut, GROUND is requesting written approval from the EOR 4. (24)There are four columns (C-206, C-204, C-205 and C-217)that do not have a weld on the fourth side of column, GROUND is requesting clarification from the EOR, marked with orange paint. (Not per RFI #57, 2-12-14) 5. (26) Upper level framing,multiple bolted connections with slotted holes do not have the slots completely covered as required by Research council of Structural Connections (RCSC)sec 6"use of washers"6.1.2 "slotted holes" See attached picture 6. (27) Upper level framing, Multiple locations of Reentrant corners in beams do not have the radius as required per AWS D1.1-10 clause 6 sec 5.16. See attached picture 7. (28) Upper level framing, Beam 217 is bolted and welded both sides, and washer missing (washer in place 3/11114), this is not per project plans. See attached picture 8. (29) Upper level framing, B217 to B212 there are missing bolts. This is where the bottom flange of 6212 passes in front of lowest bolt hole. each plate does have upper two bolts instalied. See attached picture. 9. (30) Upper level framing, 6211 flange is welded to C228 plate. See attached picture 10. (31) Upper level framing,B240 to C208 and C207 has shims used in between bolted surfaces, GROUND is requesting written acceptance from the Engineer of Record (EOR), also there is a missing bolt(34) In regards to discrepancy item #31, B240 to C208 has been welded, with what is considered a groove weld, with no backing and gaps greater than allowed by AWS D1.1-10 clause 3 and 5. Welded web to web and angle clip. See attached picture 11. (32) Upper level framing,At B240 to B235 there is a missing bolt and welded. See attached picture 12. (33) Roof framing of B313 to B312 has a 1/2" gap with shims in between the bolted surfaces, GROUND is requesting clarification from the EOR. See attached picture PROPOSED SOLUTION: Requested By: R.A. Nelson LLC Date: Contact:Jeff Beacom �°��� � - L I�� �� �'� �i��.D �T ��~ ��- .=�� � 2 ,��'� � . t � ; R.A.Nelson LLC ' -- --�� Rev.Dale:09/08/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f_rf�11m � ������� ,� Comments D2fe: February 3,2014 LOCef1011: Site Job Number: �3-ssoo Additional Comments or Photos: z `�� I �C ' �� - }� i tj'{ ` :� �J�� + I f ,����+ a ,� y: f���) �� Q� �� - �t rrt �� '�„ ,a � ���. 5 I. �¢� r li ' r.. � � (/�^ •_ `'+ yft� � �.; �,. � � nj� M��,af��f{r �� ;'� . r, ,f.;. aF� �, . a t s �'' 7��1{' `�sYj ��: .. . ��.� _„"�' �� - j t Il�� �� f �� n °'�`°'�''` °73z�., �� :� � ` � � �: � �, k� h t = ..43 � r- 4 i �ey ! , .. . y d:: E{ �`�1Z { f/n ` 4� (j 5,- � � t�t�. }� �j �z.�. �:' r \ � f { ro"�;.'''�y,'�� �. - � ' f� ') . k .� e � � r ��i - �• ,c.� f - �_•t5��� . . ,J:� x ��� � i � �.�� ��_.., , . .�._ �t.. "�-�"%�`,Y'��l'_ t�i �7��_ . . ��.,' iX`' � � �y. . .. . ... J ��. �,` ��X 3� �:= a ' . . � .�e'a'`j��. . multiple bolted connections with slotted holes do not have the slots completely covered,discrepancy item#26. x•_�°�r`� ?'�' �;" �``�' r_., •� y{ � � u��:� � +��a'1 � " .�,,. � - � _ _. �. _ . . . , y , > ,.,__.,,�- � - =�s�'�`-:; x; � _ t : ...._�.� _ _--- _t - �,T"�e� u. ;I - -- _ 'i.�, �y' F F -�Y� � . � ' ' :. �- ��1 r��s �_e,�.a,.�,�b e..-. F!' '�f �'; 1 �. ����l��:1 em:• ��t i �� � �`� x��' � •�l �� �a ��;€+'io�"�� +3,- 4'l � � y� 71(a.�- .`����yS �u.v ,�fi��Lh' ?�'4���a,sr. ��� 1PY�'.'.4_ • -t"._�J._,.'. _ :� - _ L' ". / .G ,S. 3 ( - ;;t 1 3v l!` '�!r ��: 4�{}�-f -Fl �1; ' � �� ` ._�� � � �..�__ �k5 hx . e `�_�``�_ Multiple locations of Reentrant corners in beams do not have the radius as required per AWS D1.1-10 clause 6 sec 5.16,discrepancy item#27. Comments D2te: February 3,2014 Location: site Job Number: �3-6soo Additional Comments or Photos: .�- `... . x4 'y i ir': i �M � � �-.��-f 9p .: r. . � i�iz �� �� y�t��v�';. . ;< ;�k�.: _ � � � �� � - ��s,, . s � � � I i R h ` � ,� '�sFf . jy�'- � ���;. � -�.� � ���ir� t .v - �� x��d r..''{ �r r((�f�,�5��� - .�L"il , �}y 4��p/�!�`•��{"3f)-� ?'� 1! Y F1' �� �+ / :�.� ��7�C d �'a .�k.:�r.�€r�' �`�`'lin�' . 5 ��;�l��Z��i?'{�•�yt � . . j� .t .5... .i'_. f f5 . - ' � {.�. � _ s" � �G y , : 1'� 6 t ., � � , ' , j '�ai _� ��;' 0 �'� y' � K fi�.° z �,• �, 't � =�s ����� � � � t � {� j� �h,� " ` ` '��� �'} :: ~�I �; R�. k'• ���S 5 1 ' :�°. . . . . �����t�.r ���� .F '� _ - , � . "�-�s�`ti'� - � � . �� . ` s... - . �� _,.. � ��,.." . _ _ . �.pt.., �'` -.n'.. a. � Beam 217 is bolted and welded both sides,discrepancy item#28. � — �� x ���.��_ i; ' x _ I ;,�'�g � f l �',�� �; j . "(' _. ,:., � .- � e ,. .. ��i 4' ��' ���.F���t'J)f�..� _ �� - -��;` 1 9 `��. � � �,�J � � (i ��" � � � p� ��,� k � _ x. €. '. t 1� .. '� :F. .��,t � F. . _ �� �t� ;�n� �i E� � f r � ��E �.� . ? �.. /�. . .� ��! � y r � ' ., _.���. - _y�� ��i+ „? '£ r �� Y r 'y' � . . � 4 - �: �. ': � � ��� '� ( .��t�;}� ,! -.S�` �' '. ,c� � �! ��ti 1 7 ' ��£�, '� - �� � � ` � D t $ �—',�f -� � �.���s� � `':�� �� ��` � � ���`}"�Y� '� ) ',i�� �L7; r . ' � � i '�� 1 s s'M�' f _ - f�r�_::L�. s �:y ;y�, �, � ., .i-� —_ ' '`-, ' �,�. ��r��.� ._ , — �` ��:���>,�y� :_y . - `� `t�l ; }X�, t `1 \ �., ,: - _ - .�`\-\ '' �. �;o �" `-;;�, � B217 to B212 there are missing bolts,discrep ncy item#29. At B240 to B235 there is a missing bolt and welded,discrepancy item#32. Comments Date: February 3,2014 Location: site Job Number: �3-ssoo Additional Comments or Photos: ;i { ve; . . 1 ilf�4r�e., l�l^r'�? - �. , ( :k � � .;,- , �. ` { ��`� , },� s � } i , - 4 ti i�}a'l�', � . , . _ ��}.;y .} ;„.��{ +}t: � : l t�•. '� �& ` ' `h i� '!s�',�t�,y11����`Ask�� 3 . . - 1 i ��,. �'' 4, t�n��-r9t y.��; � t � FR. �w$ t .i���,kf .d";xt��r ?�d. i3O,i 5 � �� �'`�� x ,�"'�`' `��` �S � �4�• '�� ,��� �'{t k�Y §' �^�:� � , I �.• tr . � t '�,� 4 �S ; ��.'C: � .> .+Yt j '"' _ i A� � ' .€ �': ,^r..,�t..,.� •? r . li F.rr;_ .,o--ar,,;m.r.�,w��" -,t� , ' � . '��� �q ��. � - �_ � - � � � t 3 � ' ��. . �^�; i� � :,�:. ���x � � ;� - � � � � _ s �. � � �• At B313 io B312 of the roof framing has a gap in between the bolted surfaces,discrepancy item#33 Comments Date: February 3,2014 Location: site Job Number: 13-ssoo Additional Comments or Photos: ,� R����:;ry� . _ 'yy yL�� _ � S` 1 '� ` y _ '•a �� , _.c � � � - .. F .,;� /� ir � , � r�� Y ' ��� t'rv,' . � r �': ���i.�iy �, -}yht tql3�'s �� i'� � P�a:1�„�.P: �;r ' p�� Y }'�^ � p, kf�� S(�,��E' A �yt4�� �}ft'yy<i jJ+�.���9:� �' 1 I 7J •�rr � C .<9�yp . sf��) v.yFl�,,^ �'•. P�,'. , �a�,��k��r�i� S< R q _ t � �tlt� i g� i . ^ i - � �,� � . . . '�{�F��r,�1 . '-�f -�(� � . . ,�^' f`�-.k � ;. E 't;' �( � � ':r r� .n � !jj' l '�'`t��'i� �� xv�' 1 X�; -�t'�^�� , '���d � = . , � r,�'� �'- � i � ,� ��. � `'�� -'�i'= F t �..• ,! . _ �.. ,.a:.. � t .f +�� u j ?fl �'..~� �, ,u" � ���'�'�r�{t�. 'r x-[.4G � �'i... "�g�� �, ��. �. �' _ , y� t.. t�' � .,t+-� �z�� � . �� .-_. .:U, "� _ . . . .y� +��;;:,$• . .. � . . � � -_ ._. . __ -,.�.: �e�- _- Beam 217 is bolted and welded both sides,discrepancy item#28. - -- � _ �� , �`�,��. , ,.;, � �� , �� !� :�������, lt. ,� f '� �k � �� ��1 � � � � i.rS k�.. tr�.,i LL { 1� �• Y 5. 'i't�� . .� �t k:. ,:7 ij �4�., ;�,`�m = � 'Ft� '��� .� . t... 3{ t e.� �' .. � v_«�',�.�a�� � �� �� �-,g 4 _ , :z;.: � _ �9..�+� i��: .�L`�'�. i� � � .. �,` :_ �.� c^ ' 1 .y _ .:} �_ `� "Y 4� �� _'� t y �{ ' . �� +�f Xyt,. *�'F � ' .�s �\; �,,�*.'�' � , , x �: ` � .��� � �+ �� �� ''� •?�!. � *� � �� f�j y*�; �' � �:e � � �� ,� '�'� ., � . �..� _ � .�, � _���, � �,�i_ � L < <� £ _ . ..- ' � � -f � � . ��-'-. - . � ..! • Y�,' _.�'r.�.. ' _ � �-���4. ._.. �(. .:..�µl}�"`- • e �'Ii .. d B217 to B212 ihere are missiny bolts,discrepancy item#29. i Comments Date: February 3,2014 Location: site Job Number: ��ss90 - 6 Additional Comments or Photos: �` s z N. s,W r:��� n � . _. _ .' . S)� ��. . .� if � ._ � . �' i ,�r . a :+� t�'i � 4 .: � !.v 1�.`� . � . �. +. iA " .�� t -.. :f � r` F� S �_�"' ;�'.afi.� �k , 1 't o r ` t � y''' ! ��R�q '._�1tf�g� .`e'� 4 . t_ �- �, f�'',. . ' .i . F _��'} �-,;� � r`;vr .a � . . ( 7.�_ ., .- �;:- - . . ���..-i �p `� . I. r -�� _5.� - 1 t�,' �'C ..� � . .. ' . �'. . .Ff�` 1 i"i �' . ' d ,! � �� j 4 � 1 /� ����� � : � � � ,. , � , . � ,!� � _ `�-� �> � . . � -: � � �i � fM t� ` ��' � t :� . ,J$��� f� r . .r S • �t_� . . .. . � . . �: --� ,t j 4r .�l'' ;�!;�r� '. • �.. y� L t y �i� h�__ ����� � � �t ! ' ,1 �� . , �i�.,-- . .Y �� ,;�� �y �� '� . . _ . . � . , x( �Y ' � '� �. F� � .:, , , � .l-� �.� - '��t��f.', � �e .F= - t . � ��' _��a. .:':�fi: ' . 6211 flange is welded to C228 plate,discrepancy item#30. At B240 to B235 there is a missing bolt and welded,discrepancy item#32. : ,�.__ W+ *' � *��- —� - -- -�-��`'., �,� . -- :;�_ a a�,' " c .�' - Y ��� - — -a'�.� . =-- ' _��..�. �,�,a-��� � - r . _ .. - : --- � .... ._ . - � . _ _ _ ..-__ - �. �' _ .�y -`�+�isq� � s_'ia n.s- ., _' �� -__ _ __ _ I �i�' ._ _ ._�-�'' "^w �. B240 to C208 and C207 has shims used in between bolted surfaces,also there is a missing bolt and loose bolt in C208,discrepancy item#31. � . - ;.- .. .., � � , � �, �,i - / .:;r. .,� m 6 � ���. � 1�J ��y H�t� Y�s��y .. .. w�'�`�& y�"� '�� i� yr �in �i � { ) f, t �' j�y'���k ' ��� 1 . y �S= �.r�� �.:i!' �,�t.'�y 1 '�,i 1 ., :.s . � -r �� T_,-., . - + H n�_.. - i�� �e� ;�. ��_1'_', ~�� ---- � ';_- `y `i� . �%?` , ;, yl � �..�,....�...,.,..� _ � ;. :,f.v:` 'i .s_y� 1. .�-�g� .._... . _ ��', - t -�x?'�!P�l�� . . 'y�� � ' � - f � }�.y�l. ♦ _ .+�iy . . ....$l.,. .. .�.{ 'y ,+ `� � � �"?¢} tyl�,r 1 � I �� �'� �'�'.��,;�e i'�tst,- �,�. . ,}I,��r'. . �±C#��t t'l•��s� �K e�2xr,.Rn.�«.+�y,arn.r.,cs u.,a _ ��.t�3`+,�'��'"��C`3 �1• �� , _�» ,� `�y ,g �r+L� ����'�4`,�+ '..1 . _- .._. :.^�-�um+s�.-,� .- +F��' � �g}b�� `��`(`�g}� . 3_ :'.1+�1 ':'H ./�, ' ''��" °s .1. :� a',..*� - _ s�� �. � F�"� � . � aj � � � � � - - ,`�"- .� O � � � � � ��r° ;� � � � .�'��r C j_"'�'. � �. 'T ';_,�-5-_: � � V �s �/� � '` }' � lV S � +� }� (�� O � 1J a� � Y k.hK .t�l � I •� � � 4 �3{� _ �:�, }'ytrr��"t'tiS,�f��� _ ._ � _ �'• �,�4�,�r � , �k=;— �j �'' .�2c".`+t�,��°'�`',,.:�i rl � � 'S ,° - .s a'f :�r.+ . l ZZ-' 'h�` .�. .� t} l � PH. �'�l�vi� �� r� � � -sr�� .s ..3't� J.' � " : . � "'� >, r '#i���� � v ... . "� ���`f -�' : 1 __ ���•, , K§t � - .. .7+.��?��.�'�`r'�4:7� .�t_i - ' '_'_' � ;� �p �� '- � e4��� 4 � A �s 1 � , '�. -T .,: '' 7..4a�Y'�� _ __ _ . � i.�� qF���i,k ..=? �.'c�'7'�.. . .. �" ' . � ��� 7 ��� � ,' ,� li l �'��^_ " _ _ _ ��'� � w _ - _.� _S��' � � tI �ix,���.�.�:;.. . 'rf _'*.:�j�:.. ii � - � � • ���� �f�� - � . ' it��� ! �;�r'.�;a��^. - � x � = k4 � � � ��� �� � x{ ��' : �t k::..: ,.Y�. ;'* . _�Si � _ � d� . . � , ��`. S _�t � J'.�_ < � ''�-� � - � . ._._ .� �� . e�', � � � _ ' � �,• � :a�...,.,.., �:_... •" � "',7=5..�` A�i s�� . � ... �?� ^ : ycs. � .�� �,-- Yi1� .. �� -���. . � �^ R.A. N E � S O N REQUEST FOR INFORMATION �� BUILDING MOUNTAIN RESORT COMMUNITIES Resnick Residence Date: 3/24/2014 Project No: 65-13-00 Page: 1 of 1 RFI No. 00096 TITLE: Steel Saddles at Living Room PRIORITY: Normal Priority TO: FROM: Monroe & Newell Engineers, Inc. R.A. Nelson LLC PROCESS STARTED: 3/24/2014 Attn: Hannes Spaeh Jeff Beacom QUESTION ENTERED: P.O. Box 1597 ANSWER REQUIRED: 3/31/2014 Avon, CO 81620 RESPONSE WRITTEN: Phone: 970.949.7768 RESPONSE ENTERED: Fax: 970.949.4054 RFI CLOSED: POSSIBLE WORK POSSIBLE SCHEDULE POSSIBLE COST IMPACT: Yes-Work Stopped IMPACT: Yes IMPACT: Unknown REQUEST FOR INFORMATION: 1. Please provide saddle details at G/9 and C.8/9. See attached. 2. Did the steel columns on east and west side of FC2 at C.7/10 and C.7/8.9 go away PROPOSED SOLUTION: � Requested By: R.A. Nelson LLC Date: Contact: Jeff Beacom RFI ANSWER: �: t[ t ,P1� , � 1.���°��''� ,� 1��1 1e"_�-T.�� �E.� �` P' r�_=.��`_�►f -,,.� - -. -.�„' F``� , :_"` \A � �° L �. � i `._ �� T �..�� � �J'�'� aa.t� �d C.�/ `-� . "�� � �c� � � C • ��� � �J� ��p � . 2, , �1G� �-e��V ��S �-��C=��� : �_ / ��.� `�' -_ - Answ�red By: Mu�roe & Newell €n��jneers, Inc. Date: � • ��• � � , � Signed:�� �.—_.�_�,.e:;,�=. H�nnes Spaeh � RFI ANSWER IMPACT: Schedule Impact: No Cost Impact:No Cost Amount: $0.00 Disclaimer:R.A. Nelson &Associates (RANA) will not proceed on this matter until an accepfa�ble solution is agreed upon between RANA and the project owner addressing any and all potential schedule, budget and design impacts. � ,1 � R.A.Nelson LLC Rev.Date:09/OS/06 51 Eagle Road#2/P.O Drawer 5400/Avon,Colorado/81620/970.949.5152/Fax 970.949.4379 Form:f_�_11m 0o U � w � C� , � � � � � � � � � ,, k�.'i i i ,.91/� L-AI .� ai�+ i i � o i H -O — Q Q ��8/L 5-�� `� � �O +6 �p W I I W �j I I I Q� � QQQ �d v` � � a f�aK i � i Qd � � i � i i W� � � i w=��-�, Q �w Q � pd <n cn (OFFW �� F� •o ry �0 r � � �w�X � ryry i � ry_ry � i � i i � i v� w J J 0 0 F� IX F � � 1 ' � - �- - � , � r - - -- � "1/�'1 ,.Z/I b X „b/I '/� i W TJ Z/IXbXO S \ `.I.\. _ �;. 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The purpose of this site visit was to observe the installed framing and to review structural steel framing items listed in RFI #85. The following are our responses to items listed in RFI # 85: 1.(13) The beam to column connection was welded at the connection of beam B109 to column C102. The existing welds are structurally acceptable, even if not in compliance with AWS D1.1-10 clause 5. 2.(14) The existing connection of beam B109 to column C102 is structurally sufficient for the applied loads. 3.(15) The existing connection of beam B109 to column C102 is structurally sufficient for the applied loads. The torch cut bolt holes are acceptable structurally as they are not loaded in this connection. 4.(24) Column to beam connections at the columns B204, C205, C206 and C217 were made with 3/16" minimum welds on three sides of the column to� �I�te t� the be�rn. Th� ?xisting vvelds �r� �truct��r�lly �l�ffi�ient. 5.(26) Several upper level bolted connections have slotted holes. The connections do not have the slotted holes completely covered. The existing connections are structurally sufficient for the applied loads at these locations. 1 ww�v.monroe-newell.com 70 Benchmark Road • Suite 204 e P.O. Box 1597 • Avon, Colorado 81620 (970) 949-7768 • FAX (970) 949-4054 � email: avon@monroe-newell.com 6.(27) Several upper level beams do not have reentrant corner radii per AWS D1.1-10 clause 6 sec. 5.16. The existing beam conditions were reviewed and found structurally acceptable for the applied beam stresses in the beam cut locations. 7.(28) The connection of beam 212 to B217 has a double angle connection. One angle is bolted to B217 and one is welded. The contractor has been instructed to weld the eastern plate to the B217 to match the other sides angle to beam connection. Bolts can remain in place. 8.(29) The connection of beam B212 to B217 has two bolts that were not installed. The connection is struc�urally sufficient for the applied connection loads with the installed four bolts. 9.(30) The bottom flange of beam B211 has been welded to the top plate of column C228. This additional weld will have to be cut. 10.(31) Beam B240 is connection to top plates at columns C207 and C208 with shims between bolted surfaces. The top plate of these columns shall be welded to the bottom flange of this beam with �/4" welds one side only to complete the connection of the beam to the columns. The existing weld at the B240 to C208 connection is structurally sufficient as is for the applied loads. 11.(32) Beam B235 is connected to B240. The connection has a bolt missing and the connection plate is welded to both beams. The existing connection is structurally acceptable for the applied loads as is. 12.The connection of beam B312 to beam B313 was erected with a �/2" gap and small steel shims between the beams' connection plates. This connection shall be reinforced as shown in the attached connection detail SX312/313. !n addition to the items listed in RFI #85 additional items were discussed on site with the contractor. The following items were noted: A. The steel stair is in place. We noted that the wood treads will have to be connected to the steel treads with epoxy glue that is installed across the whole contact surface between wood and steel. 2 i i i i 4 # B . The steel frame above the large garage door shall be connected to the adjacent steel column near the top with an �4x4x1 /4x8 " angle . Each side of the connection shall be welded with a 3/ 16 " x 4 inch long weld . C . A new 1 . 5 inch diameter hole can be drilled thru the web of beam B210 , approximately 18 inches away from beam B234 . D . The concrete wall at the south corner of the garage had spalled off during the installation of the garage door steel frame . Non -shrink grout had been installed in place of the spalled concrete . To reinforce the corner the contractor shall install a steel plate as shown in the attached section SX100 . E . The driveway slab shall be connected to the front garage wall as shown in the attached section SX101 . F . A support column under the stair case at grids D/4 . 6 will have to be located approximately 16 inches east of its footing . The contractor shall install a beam below this column as shown in the attached section SX102 . G . General : Framing was mostly complete and roof overhang decking was being installed . Very truly yours , � MONROE & NEWEL ENGINEERS , INC . � ' ..�.�..,�.0 � . . �� � .: ��r � _ , _ , w -,.. .. � , p � . � z , _ . . . . � ,_ . . ^.. n.. hor. qN . e �_ . ,. :�. - .. . .. _ .. . . ,� y� �* ! . � ` Hannes Spaeh , P . E . �r, ` , �� `{�a f� 'y�l, � s � ' � +.' e 9 '`� � i � f, i � Principal .. �# ��` ° �� , � �. . °� , .., . , r � �W.� . .r£ . y �. ° /�! . r z�i;. � a�"'i � . .,� . 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