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Home My WebLink AboutB13-0552 REV7 ASI RFI structural submittal Department of Community Development 75 South Frontage Road TOWN OF VAIL' va�i, co s�ss� Tel: 970.479.2128 www.vailgov.com Development Review Coordinator TRANSMITTAL FORM Use this form when submitting additional information for planning applications or building permits. This form is also used for requesting a revision to building permits. A two hour minimum building review fee of$110 will be charged upon reissuance of the permit. Application/Permit#(s)information applies to: Attention: (J Revisions (�Response to Correction Letter �'`� Martin Haerbele �attached copy of correction letter 813-0552 Q Deferred Submittal Martin Haerbele �Other RF��a^S�� Project Street Address: 463 Beaver Dam RD w (Number) (Street) (Suite#) Building/Complex Name: Zekelmen Description of Transmittal/List of Changes, Items Attached: Please see attached structural ASI and RFI submittals,ASI 011,011.R1, Applicant Information 01 and RFI 001,005,006,007,008,010,015,019,031,032, (architect,contractor,owner/owner's rep) 033,034,035,038,054,056,058,059,060,061,062,063,064,and Contact Name: RA Nelson Address: 51 Eagle Road#2 CCD SSK-30-35,and SSK 42-45 City Avon State: �� Zip; 81620 Contact Name: Grant Smith (use additional sheet if necessary) Contact Phone: 970-391-9736 Building Permits: gsmith@ranelson.com Revised ADDITIONAL Valuations(Labor 8�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,Intemational Buildin and Residential Codes and other 9 Mechanical: $ ordinances of the Town applicable thereto. X Total: $0 Owner/Owner's Represe ve igg�t�s� ired) -us. - CO r � c«' Date Received: � 2o,s. �o:ss:oi-os � For Ottice Use Only: � � � � �/ � Fee Paid: � Received From: QPR O�� 20�5 Cash Check# CC: vsa/MC Last 4 CC# exp.date: Authorization# 1"QwA� OF "�'� li IV V ��wer».ms�s.m oesk+�ns:Wusu �roK� W7EPRNiEU: 1�1]/2015119�.t5GM C\UeertWpMnry�pnpnp�13.0191-2akNronR51]_kevFMRecoveryl.M EdtPD PRO.ECi11P1NGER:91 �D a m � � � _ ; � � +�� ,.,,�2 �d D a.,,� �'� �D :O _ r.e,rr r ' C 4 � 4 Z -- -1---------- --------------------------- ---------------------- - - ------- -- -- , �-------T------------ -- .-------------------- �� w• � � � ,sw• , v ' I I' 4 � M________� _ __________________________________ _ _ _ __ "� __ __________ __ ___� �q "a � a--- - -- - -- �---------- --- �----- - I p ----------- - -- 4- y'-- - 4 � il ' s" ��---- - -r�-- i� B �, Fln 6 � _ a s� Z a g"' ,o r s-n,rr iv wn I �� i€ � i; I ' i � � , I m �i; .,a,2 � � � s; i� Z $�; �• r � � �r � a'; �a � �j��a � € �p �� i �� € b� � ' � t1 z� T � �� $ � v g � � ,' 1 $��Ii'; i � a . a � a a � a y ^+ � ;�� ' ----shr.nv,�u � i y i � a '�_- __ -- i_ 1 13'-11" � � END PLATE � � � H _ _ � � - - - - - � i � � �� , � � _ � � � � � � � � � � � � � � � � HSS10x4x3116 , � � � I � � - � � � � i i i � i � i i c � i � i i i i i � ' ' ' HSS10x4x3116 � , � � � � � % � � � 3 i I i i Q 2 _ i i i � S314 i i i S502 c G _ _ � ' � HSS10x4x3116 ` � , � � T - � � � HSS6xE i i i � i � i ' i x i i � i � L- - O I (D I � � _ 5 ; 4'-F S313 , � HSS6x4x1/4 3" � � � 463 Beaver Dam Rd. ASI 011 DETAIL TITLE: BEDROOM (A)/REC (B) FLOOR PLAN DETAIL N0: MARTINJMARTIN CONSULTING FRGI4EEA5 325 MA;N�"REET.6hIT C 3C3,En•,qAKO5.:L7�'RkC�S1b32 S S K— 03 M�llli i;�;:�''F.:r:;kikRtlNlf0.P.lYYl�UF1 PROJECT NUMBER: 13.0291.S.01 DWG REF:S102 DATE:01.12.2015 STEP TNVALL SEE PLAN FOR LOC 1" � , � � � � 7 - - S322 3 S314 � � -------- ----------------- � T/LEDGE 1 112" DEEP x 31/2"TALL KEY. FULL WIDTH. TYP OF(3) z CONTR OPTION � FORMSAVER ° � #4x U @12"OC M � #4@8"OC EF (4)#5 T&B W/ STD HOOK Q 3,-6„NP 2��CLR 5 NO SCALE WINGWALL STONE HAUNCH 463 Beaver Dam Rd. AS I 011 DETAIL TITLE: WINGWALL STONE HAUNCH DETAIL N0: MARTIN/MARTIN CONSU(TING ERfiiNFERS ��_ O� 225 31p N 9TREE7.6N1T C 3C1,EU'P�ARDS.:C�L�JNkC031d32 tdRUi 9;::�L6.b�n:;�viP.RI1H�•AWII�Y.CU41 PROJECT NUMBER: 13.0291.S.01 DWG REF:5/S313 DATE:01.12.2015 3'-0" #5x ° @8" 3'-0" #5x ° ASTM A706 DOWELS @12", BEND DOWN, TYP - - - - - - - - - N � • i � • � i i • • SIM 2 S331 � • z � � � . • CV • • CONTR OPTION HORIZ CONSTR JOINT � SEE PLAN 5 NO SCALE T/WALL AT NORTH 463 Beaver Dam Rd. ASI 011 DETAIL TITLE: T/WALL AT NORTH DETAIL N0: MARTIN/IVIARTIN CONSVIilN6 EAGI4E[l5 . A /��— O� :35 MR�.y�-NEET.4htT C IC3,EO:4AP.LyS._Ly_LPFL:�33"032 jj tARIN t;C.'l?6.:-t:;kt'r.Rf1qRAFIMI.C(.la PROJECT NUMBER: 13.0291.S.01 DWG REF:5/S314 DATE:01.12.2015 � SKYLIGHT, SEE ARCH i � � i " CONN TO TNVALL BY � . SKYLIGHT SUPPLIER . . � TIWALL= SEE PLAN � - - • • � -----�----------- � � I I __ � • ----------- 3'-0" ' � #5x° ASTM A706 DOWELS @12", BEND DOWN � S322 • SEE PLAN FOR LEDGE DIMS • • � � '� Z NOSCALE CONC LEDGE AT SKYLIGHT 463 Beaver Dam Rd. ASI 011 DETAIL TITLE: CONC LEDGE AT SKYLIGHT DETAIL N0: MARTIN/MARTIN CONSULiiXG ERGINEF0.5 ��_ OC V i2S Mrc,N 5?NEET.6PoiT C 1C3,EO'TrhP.C�.CDLCKkCD31332 MRIfX 1.:_�'LF.`r7:;h'1R.RIINR°AN.IIn.CUTA PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S312 DATE:01.12.2015 SEE CIVIULANDSCAPE 6'-0"OR 1'-0" BEYOND SHORING OUTSIDE FOR PAVING FACE, WHICHEVER IS LARGER m m � 2" KEY N ugi � � LTS LTS ? w FOR THICKNESS o 0 AND REINF, � � SEE U U � CV • • • • � � � iii ii—iii—i MAT � 2 Z CH SIZE AND � SPACING OF SLAB o REINF , CV FORMSAVER EXCAVATION SHORING NOTES: 1. EC REINF IN THICKENED ZONE, INCLUDING DOWELS FOR EXT SLABS .� 2 NO SCALE TYP THICKENED SOG OVER DEEP FILL AT BSMT WALL 463 Beaver Dam Rd. ASI 011 DETAII TITLE: TYP THICKENED SOG OVER DEEP FILL AT DETAIL N0: MARTIN/MARTIN BSMT WALL CONSUITING ERGIHEE0.5 ��_ O� i25�d.3!N 3*RtET.4IatT C 1:1,HTdiAROS,:U'_4NAC0 53332 tMAlfk 9;�v'��b-�:�i;;hiRRtlHh'AHIIN CUM PROJECT NUMBER: 13.0291.S.01 DWG REF:2/S331 DATE:01.12.2015 6 7 s�-o° �� 0 3,� 9�� J � 81/2" � , �SCAPE FOR � � . SEE S340 FOR .ING. AT"STEEL , , �WALL WITH 3/4" HDG V OF WALL. 4"f� HAS AT 12"OC. ' � � � ------------- � - 1 T/MAT=94'-6" � � � - - � - - -- - �- - - - � � � - - - - -� T/WALL= 127'-0" - I � � � - _ I , - N � CV �? � - — — — — — — — � a- ' — — — I I � I ' I � I � I + � ni - - - ---I— � 3 ST�P TIWALL � _2 , � I� � � " i i i i i � ' � i i i � i i i i i� � i � ,� L L , T/VIIALL= 125'- 11 1/2" , ''� --- , �- � � � ! � � ASI 014 463 Beaver Dam Rd. DETAIL TITLE: FOUNDATION PLAN w/MAT DETAIL N0: MARTIN/MARTIN CONSUITING F�GINE[RS ii5!dA!N 6fHEEL 6NIT C 1C1,E�iYARpS.:u_C:RkC033d32 S S K_ 1 O R9tll�i�;C•�26.::ti?�vih.NlIHR'ANIIN.CU67 PROJECT NUMBER: 13.0291.S.01 DWG REF:S100M DATE:01.29.2015 i � � � 1 � SEE S1I01 FOR 1/2" 4'-1 1/2" I 1'-3" FOOTING BEYOND � � � S10x4x1/ lk , ► HSS10x4x1/4 - - - - - - -'- - - - - �I � �� --------- � .. � , N ��Np � � 5'-3114" S331 � � � X � � � � ° i 8 i in � � N i � � � _ � i� S310 i o � i i = M S10x4x1/4 '� ____ �, i � � _ '� ' � � � � i i o ir� � � � i 10 i , , i � i S312 i i i i i i i - - - ; SOG4A � , , ' 104'-3�� SOG8A � ,. , �� 104,_I�� , � 3 GRIDDTOE � � S331 � � CONCRETE PAN STAIR WITH STEEL CHANNEL STRINGERS BY CONTR. , , SEE ARCH FOR ADDNL INFO ( � � 463 Beaver Dam Rd. DETAII TITLE: BEDROOM (A)/REC (B) FLOOR PLAN DETAIL N0: ' MARTIN/MARTIN CONSULTING FhGINE[RS � i2S M�!N�?HEET.LIalT C 1CL EO:4AROS.:O�CHkGJ 33b32 S S K_ 1 1 tsl�4t/i n;�..'=6-b"F.�W1kRIIHNafl1UY.Cl;M PROJECT NUMBER: 13.0291.S.01 DWG REF:S102 DATE:01.29.2015 ( i� i �; � � �8k HSS10x8x3/8 � � � � �, � � � HSS5x5x1/4 ; BP4 �-- — � ------ � TYP 3 HSS5x5x112 z S331 7 1 S510 , SOG6 , 116'-41/2" � S2�o � 5 s2�o HSS5x5x1/4 � � � HSS5x5x114 , 121S510 _ _ _ 121S510 _ � � I I 463 Beaver Dam Rd. DETAIL TITLE: MAIN (A)/BEDROOM (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSUlT�N6 El4G14EC0.5 z25 MRiM�*HEEL 6A1T C 3��1.E4l`!AROS.:U_CH.ACD 3133: S S K_ 1 2 �AIIIN?:+":'�:26.b;i:!W1i.Rfiqf:ap.lYY.f.�UW PROJECT NUMBER: 13.0291.S.01 DWG REF:S103 DATE:01.29.2015 i - - - � STRUCTURAL GLASS W10x12 RAIL AND TREADS BY � STAIR SUPPLIERQ HSS6x6x1/2 �� S321 11" 4'-101/2" 11'-0" � : 51/2" � - � � i 5 i S551 i 2 � i � � i i S551 i � i r------ �x1/4 � J ; ; L_' HSS5x5x1/4 � � � � � r 12 1 S510 � � ; s2�o ; ; ' � I � � � S314 i i i I i i . i i i � i i i , , i i i , i i i i i i i i i i i i � � � 7 S200 �ti � 463 Beaver Dam Rd. DETAIL TITLE: MAIN (A)/BEDROOM (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSULTIXG FilG14EER5 �i5 MrtIN iTHEET.6NfT C L71,EO•PtAROS.:i1_L'RkCL�31932 �� 3 (otA1N 9;4.9?6.'rii;?ktkRIINHAF.Ith.CUFt . PROJECT NUMBER: 13.0291.S.01 DWG REF:S103 DATE:01.29.2015 � i � � X ° 9k HSS10x8x3/8 9 �' S552 DO NOT REMOVE DE� � CONCRETE HAS REA o PROVIDE TRIM REINf 4" � "10"OR LESS" PER 5 � � HSS10x4x1/4 12k W10x30 (126' (126'-51/2") N� �� SIM `"' o�I S531 �� -- HSS10x4x1/4��°I 7k HSS1 °� ( 126'-51/2" ) '� o�? �N I � S210 � 5 S210 � E � � 12 TYP AT � S�� CHIMNEY ------ STONE � W10x30 M � ( 126'-51/2" ) 3" I I 463 Beaver Dam Rd. DETAIL TITLE: MASTER (A)/MAIN (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSULTING EhGINEERS i25 M�e;N 5*HEET.LNIi C 1C1,EOLVARLS.:UJSN.kC;)33�32 S S K— 1 4 fv1AiN 9;��.J�F.b;ti;fvikRifNtlaP .�! IINCIW PROJECT NUMBER: 13.0291.S.01 DWG REF:S104 DATE:01.29.2015 8 16'-3" � � � � � � 4'-4 7/8" � � HSS5x5x114 �BP1-OH HDG - - - - - - ,- - - - G � � � , � � � � � � � � � N �OG8A , � � i o, i � i � i � i 5 Q 4'-4 7/8" i S552 HSS5x5x1/4 � HSS5x5x1/4 BP1-OH ' BP4 SIM - - - - - - - F i � �� 463 Beaver Dam Rd. DETAIL TITLE: MASTER (A)/MAIN (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSUITING E�G14EE0.5 /�/��_ � � 22S M:��N 5?REET.6h1T C 1C3.E�'J.�ARpS.CLT r�N.kCL�31h32 J J frtAVi'.t;i;.9�(..,,�;M;:ktP.P.ItNtt?FII'Y.CUid PROJECT NUMBER: 13.0291.S.01 DWG REF:S104 DATE:01.29.2015 I � , � � � � � � � � � Q o� � Q — r' c i 'v� X M C'7 X X � LIJ M � J � � J W p � � p X � C� � � � lC) M � O lC� �� LLJ 2 � v = N � W W N � HSS10x4x1/4 0 > m V 3 S552 C� w � � HSS10x4x1/4 � � o H � �� H s Q � S552 � HSS4x4x1/4 � H ° HSS10x4x1/4 0 0 �* � � o � TYP AT s2�o � X 5 s2�o CHIMNEY � � �z ' � _ STONE s�a� __,W10x3a_ I ------ - - � I I 463 Beaver Dam Rd. DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN fONSUITING EAGIHE[0.5 ��_ � � 225 M�t!N i'NEET.4NIT C 1C3,EUL7AR05.:O�CHACJ 3133Z tetRifi 7;�:_26_b;�;;M11P.RIIHh'AN.IIN.C(:►1 PROJECT NUMBER: 13.0291.S.01 DWG REF:S105 DATE:01.29.2015 V � � „Z/� 6-�6 6 � az - � � � p � � � , _ N � � � � � � M M � � � � � i o �� - - - - - - - -�- -� - � � N ao ——'0£XO lM�� I Op � � O X � N i V M � X � � � � N � � ' N �n ~ X � � � �� l/6 8"�0�6 ) = c`i� 96/SX�XOZSSH �l6Xti N , � � � . � � ��.��......� V � ` � � � � ��Z/6 8"�0�6 ) ��E'�6 cX � o � � � 9 6/SXtiXOZSSH �^ ° _ � � N X N Cn.��.•'�� Ox0 X � ti X� = V � X ^ O � O � a J � N �� E „E � � � X � ��,Z/l 8-�Oti6 ) _� ��/� 6-�5 ��Z � � ' g��Sx�xOZSS N O �"""•...."'� N � N � �' v � `a "' a' �/6X�X�6$$H ��/£8'�I. �� , —� - - - - � - („z�� 8-,0�� ) � � �oi g�/Sx�xOZSSH � — M � 00 N �"� O � � � N �� O N ~ �u�i/Y i3 �OY� / N � � . � � 96/5X�X96SSH o `� "' �� m � ��Z/6 06 '�9£� ) r- ' � a � � �I9 6 �X6ZM �I9� �I9 �, 9ZX0 6M U � � o � � � �IL 6 � �„L-,8£� ) � N M � OEXO�M N � � N � N N � M l�A N Q � 463 Beaver Dam Rd. DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN � CONSUITIXG EhGINE[0.5 _25 MA�N SiREET.LhiT C 1C3,EL�'.§AP.6S.:C4!3HkCD 31332 SSK-16.' (�1Aiti:UC.92h.S"'rv?H7FP.IINR'a.N.11N.CUM PROJECT NUMBER: 13.0291.S.01 DWG REF:S105 DATE:0129.2015 4 15'-101/2" 4" 1'-10" ' 8" � � f HSS GIRT - �- = HS 5x5x1/4 , a �S5x5x5/16 (128'-1") r----- N S2oo � - - - W18x35 0 29k� � � � � � � � I � I ,2 TYP � I � � S501 OF 3) M I I o � � s2�o � � � � � � I � I I � � AT HIGH � S503 GIRDER i HSS10x4x1/4 I � � � � � � � _ 12 � ° ,� �o � � � � S505 � � ' S504 � �� W10x33 10x33 ; � HS 5x x114 HSS5x5x1/4 � 12k X � _ 0 0 ^ i � � � _ � � i Q � X N I � � I � W � � � �� J � 11 � � ' � .. Y 1.5VL15 � <° � � w w ARIES, SEE ARCH X `� ' � � , ¢ m B/DECK= 130'-101/2" o X ' HSS Ox4x � � � � _ � M � � r- T/ R 463 Beaver 3'-�0° _ 3�.�0° 3 ' � E AR DETAIL TITLE: MAIN ROOF/MASTER (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CQMSULTING FRGINFERS `/�- uSMR;NniREET.LMlTCPJ1,Ep'dlAROS.;L4CN.hCD31b32 �/�� \�� 6�� MAlli 1:•�J',F.b"t:?WiF.R�Iq�lAf.IIY.CURt PROJECT NUMBER: 13.0291.S.01 DWG REF:S 105 DATE:01.29.2015 � HSS6x4x1/4 ' o � � � , � Y N ! M N � ' M � HSS6x4x1/4 �" HSS10: � `V HSS6x4x114 5 sso2 �P s � S552 3 � °O S552 � HSS6x4x1/4 TYP ao ao Q 5 M M � � 55�2 x � X � � � o o � o � v 2 `� 2 �'' HSS4x4x1/4 HSS4x4x1/4 � s2oo _ S�Ox�1-/� - N Q M HSS10x4x1/4 ' , � - - - - - - - - - � �� , , , 6 I � � S552 � I � I M I � ' � I I � � S210 � � 5 S210 � ' � ' � i 7 �� - � - - - - i i � � 463 Beaver Dam Rd. DETAIL TITLE: HIGH ROOF PLAN DETAIL N0: MARTINf MARTIN CONSUITING Ef1GINEE0.5 325 MRiN�?HEET.4k11 C ICl,E�'.l�ARDS.:U_CRF.CJ31b32 S S K_ 1 7 talAlf#3;�.:'r2F.:i�;?Iv7GRtlqh'?P.IIfY.CUM PROJECT NUMBER: 13.0291.S.01 DWG REF:S120 DATE:01.29.2015 � 6 7 3" 3" � i i S503 HSS10x4x1/4 M _ HSS10x4x1/4 C CV � II � J V CV 2 M � DECK THIC ESS N `��- m � N s533 (3) SIDES PENDING OW MELT � � DECISION THIS ROOF. � HSS10x4x1/4 � S210 5 S210 7 - - - - ------- - - - A _ , W10x30 M � � � � � HIGH ROOF PARTIAL PLAN 1 1/4" = 1'-0„ 463 Beaver Dam Rd. DETAIL TITLE: HIGH ROOF PARTIAL PLAN DETAIL N0: MARTIN/MARTIN CONSVItIqG E�GINEEAS ^`_ A 2Y5 MA!N SSHEET.LN1T C 1C3,EOlrAP.OS.:U!�.�N.kCP 31d32 V�. `� ■ V f�AAIN yJti.'26.b.jj,;i kih.y,I�NF'A.RI1�'I.CUN PROJECT NUMBER: 13.0291.S.01 DWG REF: 1/S200 DATE:01.29.2015 t 4 � 3" 1'-10" 8" 4" � HSS5x5x1/4 � ( 137'- 7") - CV H - - - - - - - -' _ � � BRACE � BRACE TOP CONN � � P CONN 1 a � � � � S532 DECK THICKNESS � I ~ I � PENDING SNOW MELT w � c i � M DECISION FOR THIS ROOF � � � � � � ��.5VL3V � � x X B/DECK=' M � o � 0 137'-7" J I � I C/� G - - - _-� _- - - - - � BRACE � BRACE � � TOP CONN � TOP CONN 10 �� S503 c� � HSS5x5x1/4 ( 137' -7") ' 0 EAST CHIMNEY 4 1/4" = 1'-0" 463 Beaver Dam Rd. DETAIL TITLE: EAST CHIMNEY DETAIL N0: MARTIPI/MARTIN CONSUtilXG FRGINE[RS .25MR�NS�REET.6hITC1C1,E0:4Alii�S.:D_CNkCU33b32 SSK� 1 8■ {r1A11#:i:�,.!�_E_F7ti:M1IRRIIH�fAi?IMI.CUM PROJECT NUMBER: 13.0291.S.01 DWG REF:4/S200 DATE:01.29.2015 6 5552 A C , � , � � � , � � , � � � 4 I I S510 i �� i ^� � I ��h�� I I I 5 � � S510 I I —___ � _ _ � MASTER LEVEL�B � I -- --- ----- 13T-g^ V � , ' � a I � I S5t0 i ,��` i +�} h �5� I I I 5 � � 5510 I I ---- ' -------- ' -----MAINLEVELB� I 12T-0" � , ' � a In�\�6 I S510 i ��h� i I �� I s ,z � � S510 5510 I i i 7 5510 —___ _____ � BEDROOM LEVEL�B � I —-— —- 116'-6" � , � � 5 NO SCALE gRqCED FRAME - GRID 7 463 Beaver Dam Rd. MARTINJM0.RTIN DETAILTfTLE:BRACED FRAME GRID 7 DETAILNO: ��w=.��;�;",`p:�:;;� SSK- 19 .�::_��.�o;��;,:.,,,bb.,n.�� 7 6 � � � � � , � 4 I i i 5510 I I i i s � Nv, � � �� a, � � � � � I I 5 I 5510 _ MASTER LEVEL_B I -—- -—- - 13T-6"� � � a � � ss,o � yJ, � � �'s � I t�j� I I I 5 � � 5510 ---- I --- ----- -MAINLEVEL_B� I I 127'-0" � 4 y � ss�o I ss�, � t � � � � /�6' � �z a ' ' ss�o ss�o � � � ___ _ __BEDROOM LEVEL_s /1 I ------I �1 0 7 NO SCALE BRACED FRAME - GRID� 463 Beaver Dam Rd. DETPJLTITLE:BRACED FRAME GRID A DETAILNO: AAMARTiN/MAN[.N �� -....r�s.,,: SSK- 20 B � � � A N CV r� `-� L(7 � M �� SEE 7 I S32 _ FOR BM TO "' EMBED CONN �, r� CV 2° 3° 3° A 8 3/4" (2)#6 (A706) DAS TOP AND BOT 0 � � (2) 3/4"f�x6" HAS SKEW HOOK IN TO AVOID CONFLICT 8 3/4" D � 3 9 NO SCALE W14 EMBED AT END OF WALL 463 Beaver Dam Rd. DETAILTITLE: W14 EMBED AT END OF WALL DETAILNO: MARTIN/MARTIN �. CONSVITIXG EnGiNEE0.5 ��_ �O 2Y5 M1f.itN�iREET.LlvlT C 301.ED'.VAROS.:O._CN.ACJ 31332 � � �dlRip 9;��':b.wt�?MhRIINIl�.N.IIN.CUId PROJECT NUMBER: 13.0291.S.01 DWG REF:9/S321 DATE:01.29.2015 � � . . 1 1l2" KEY LTS CONTR OPTION . FORMSAVER. SEE 9 1 S300 • � • -III-III il � - -iii iii ii � DOWELS TO MATCH � SOG REINF } � ► � Q 3 NO SCALE INTERIOR SOG AT DEEP FILL 463 Beaver Dam Rd. DETAIL TITLE: INTERIOR SOG AT DEEP FILL DETAIL N0: MARTIN/MARTIN CONSUITIXG ERGINEF0.5 ��_ �� 22;+MR�N 6TREET.4Nil C 1C1,ED'.hARCK-.:U_CHkC533b32 tAAlf{;II::.J.G.�;f,:(v1PR11qR'AFIIn.C(f41 PROJECT NUMBER: 13.0291.S.01 DWG REF:3/S331 DATE:01.29.2015 SKYLIGHT AND CONN TO � STRUCTURE BY SUPPLIER ' � ' ' , � T/CURB = SEE ARCH HSS6x2x1/4. CENTER SPLICE ON POST AS REQD � � � � � � � � � � HSS4x4x3/16 AT EACH ' ' SKYLIGHT RAFTER ; , ; 1/4 NS&FS � � � � T/STEEL=SEE PLAN � � � � , � � � � ------------- � � 0 5 NO SCALE SKYLIGHT SUPPORT AT B MASTER 463 Beaver Dam Rd. DETAIL TITLE: SKYLIGHT SUPPORT AT B MASTER DETAIL N0: MARTIN/MARTIN CONSUITiXG E�GINEE0.5 AA i2541��NiTREET.4hiiC1C3,E`?l?�AROS.;LI.r�k'.�.C.�Slh32 �� \� " f�lAlli t;i;�R6.�aC.;:rytP.R�INF'Ap.IiN.CU41 PROJECT NUMBER: 13.0291.S.01 DWG REF:5/S502 DATE:01.29.2015 y � � � � � � � � � � � � � � � � � � � � � � HSS10x4x1/4 � � � � � � � � � � HSS10x4 ROOF � ; BEAM � � � � � � ---------------- -------- � � O ; � ; � � , � , � � 0 , � , � � , � , � � , � , � � Oii , i i ------------ � --- � � � ; __ __ � � , � � � � � � , � � ES OF HSS ' ; ' ' 3/16 ; ; ' � � � � O NO SCALE COL TO COL DRAG 463 Beaver Dam Rd. DETAIL TITLE: COL TO COL DRAG DETAIL N0: MARTIN/MARTIN CONSUITING ERGINE[0.5 275 MRf N 5?NEET.Lh'ii C 1C3,EnytAp.U�.;U_��NkG.�31b32 S S K— 23 fv1AiH :i;i;.!�>6.:-}::W1P.RIIHFlAF11(7.CL'Id PROJECT NUMBER: 13.0291.S.01 DWG REF: 10/S504 DATE:01.29.2015 i � � � � � � � � � � � � � HSS 5x5x114 , , ; � � � � � � � � � � i i i i � N \ I I I � ' � � N � I I I � I I 1 I I --- I I I � ! I I � � ` ----- �� I � � I ------ I I I � — ± _ _________ � � `,\ � � �o FOR ANGLE BRACE �' � � � � S503 AND CONN I � � � � --- � � � � � � � `� � � � �� , � � � � � � � � � � � � �� 1/4 � � •� � •� � ; ; 1/4 ' � �� . ; � � � `, ` �� , � , � � � � � . � � � � � � � � � � � �, �� NP � � . � � � � � � . . � � . . . � � � � �� , , , , ` � � � � � � J I i I �� \ � I I � � I I \ � I I � � I � I I j� : I I \�� \ � � I I � � I I � � � \ I I � I I � I I i I I � I i 1 Z 1" = 1�-0�� MAIN ROOF BRACE �Jl ...Jl 463 Beaver Dam Rd. DETAIL TITLE: MAIN ROOF BRACE DETAIL N0: MARTIN/MARTIN CONSUITIpG E�GINEE0.5 `/�_ '/ /� ii5 MR�N u?HEET.LMtIT C 1��1,EOY.�AKOS,:L7_r�F!AL'J 31832 �/�/, \� (�3■ ta1AIN:i;C.'12F.'r;i:?fv14.i.I1NR aR11+Y.CU{A PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S505 DATE:01.29.2015 :; �� 2" 41/2"41/2" 2" WASHER PL 3/8x2x2 � O O � - - -� - O O � � BASE PL1. FOR ADDNL REQTS SEE: 3 / S321 n0 (2)#4x I I � @6" OC IN WALL BELOW BASE PL GRI 7/C � N 0 7 NO SCALE COL BASE PLATE - LATERAL 463 Beaver Dam Rd. DETAIL TITLE: COL BASE PLATE - LATERAL DETAIL N0: 'I MARTIN/MARTIN CONSUITIXG EhGINE[0.5 ��_ �� 225�1.4'.N 3i HGEi.LlalT C 3C3.:P17AP.05.:G;CN.kCJ 3183<' (v1Alp 31C'�'6.Sj:,:?�v1FY.!INF'AF.II�Y.CUI+1 PROJECT NUMBER: 13.0291.S.01 DWG REF:7/S510 DATE:01.29.2015 a � O � O � o - � �� a 0 z g ��0-�� cwi� o w cm . � Q ¢ - �„ �r m � � � o � o � � J J 5 uG M O O Vm �m du„z o � CV W i� � � Z � � N � � I Q � O Z Z m � _ _ �„ �, f-- � - � � � _ � � _ - - z ' � M , � � p 0 0 � � � V � OO OO W _ z N ��5 ��E z � U W „� „5 „5 „� � � Z Z � N I � � Z Z � � ,,, � � W � - - - `Y' U i - - - - � N � � � � m � � i � � � � � 0 � C� C� `� C� C� 0 � W CV J � � o o U U U v � U � iN O N _ Q � o - O �a �a �a Z W w w o Q ,�0'�� cn o cn , �nm � m �nm X � x � X � N � � � � � � �W c)W M w � 46� r�eaver uam K�:' DETAIL TITLE: BRACED FRAME CONNECTION - BASE DETAIL N0: MARTIN/MARTIN CONSUITING E0.GINEF0.5 � 225 MAiN STREET.6NIT C 1C3,EDi4AN.Ln-.;U�CN.kCD'33b32 S S K_ 25 MAIH�;C'�2E.:-t:;W1kRI1Hl.'aNlI+Y.COId PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S510 DATE:01.29.2015 � 1 i i S532 i i i - i i i � i i � � � i I I � � � ' � i i i i � 12 � � � i i S541 � � - - � i i i i i � � � i i i i i i i i i i i i i i i i i � i � i i I � I I I � � I I I I I � I I I I Z NO SCALE B MECH SHAFT ROOF SLAB EDGE /�� . • � 1 _ � _ A 463 Beaver Dam Rd. DETAIL TITLE: B MECH SHAFT ROOF SLAB EDGE DETAIL N0: MARTIN/MARTIN CONSUITING EAGINEE0.5 ^^. / �� "u'S M�!N cTHEET.6h1T C 1C3,EOL4AROS.:U_GNkCL�S1b32 Jv■ _ fvlAlf{:I;C'�L6.�;ti!M1iFHIIN�I0.N:I1h.CUR1 PROJECT NUMBER: 13.0291.S.01 DWG REF:2/S533 DATE:01.29.2015 T - T - r ' s 1" MIN SEE ARCH �----� �----� � CONCEALED CONNECTION � � ;� � � BY STONE SUPPLIER I i L==__1- L 1� I �---- I � I � - ' PL3/8x1'-4" (MIN). CTR � � � , L------- -------J ON VERT STONE JOINT � � � � _ _ z �� BENT PL5/16x1'-4" (MIN). , - CTR ON VERT STONE � � JOINT. HDG � VERT LEG IS UP � � �, OR DOWN � < HORIZ JOINT BELOW RELIEF � ANGLE TO ALLOW FOR 3/8" � ��4�� z VERT DEFLECTION � � � , ; � � 3/16 ' � ; � 1/4 1l4 1l4" � 1l4 » Y JJ :7 � �� J Y '� 2 NO SCALE STONE SUPPORT AT WF BEAM � 463 Beaver Dam Rd. DETAIL TITLE: STONE SUPPORT AT WF BEAM DETAIL N0: MARTIN/MARTIN CONSUITIXG E�G14E[0.5 i25MA�N�%ftEET.6hITC1C1,Ep',?�AROti.:U�CHkCP31�32 • �— �� (v1Al�i`.ti+:_�ZE.L-"r::Po1hP.11NF`ANIIh.C(1F1 PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S541 DATE:01.29.2015 � 1 ^ n R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: Subcontrator RFI#: �� RA Nelson RFI# 001 RFI Title:_ _Tube brace/anchor rod interFerence la� GL 4/B Drawing Sheets: REF:688 S210 Gridlines: Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: 6/25/14 Is there a possible work Impact? ❑ Yes ❑✓ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impad? ❑ Yes �✓ No QUe5tl0�' �� See attached sketch SK-1 for tube brace/anchor rod interference at GL 4/B and advice 2.Please provide the connection details for the braced frame in detail 6/S210 Proposed Solution: � Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' �•It is struclurally acceptable to increase the clearance from the top of the base plate to the comer of the brace to 3'max.Reduce anchor rod projection to account fa 1'base plate as required. 2.Top of brace connection is per 4/S510.Botlom connections will be provided in forthcoming package based on revisec{concrele wall geometry. RFI Answered By: K8°'""aas,Martin/MaAin RFI Answer Date: 30��e 2o�a 4 n,_3 s, � �Afb ! � � � �S[� Oy� V ^ �1� ,�y� TOP OF ANC RODS � ��PROJ PER 3/S3YI "' (BASED ON THIGKEST BR I��i"1 BOBI2=II6'-I = BASE Ip PER 12/5510 2� 2� �- � PER 12/5510 �� 5. 4�" F�68 BRAC�FdJLB W/ANC I�OD �LEv 8/5210 ICsRID 4B) MI�D RFI ml LIN� B 6-IS-14 SK-1 � f� . R.A.N E L S O N 6UILDING MOUNiA1N RESORi COMMUNI7IES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: Subcontretor Rfl#: 005 RA Nelson RFI# �5 RFi rnie: Connection Clarifications Drawing Sheets: see attached Gridlines: Is there a drewing or other attachment? Q Yes ❑ No Date Answer is needed: si2�na Is there a possible work Impact? ❑ Yes ❑✓ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impad7 ❑ Yes ❑✓ No QUCStlO�' See attached. Proposed Solution: Question/Proposed Solution is attached on separete sheet 0 Yes Architect Answer: Sea comments on atlached sketches. RFI Answered By: Kevin Haas,MartniManm RFI Answer Date: °s^�g°s�zoia � Zimkor RFI 5 1. Side Plates and Welds at HSS Connections per 6/S502 With side plates called to be Y,"thick,weld size to tube will be limited to 3/16"fillet(1/16 less than plate thickness),same as called for in 7/S502. 1.1/4"weld is required.Per AISC 360-10,Section J22b the maximum fillet weld size if equal to the thidcness of Is 3/16 weld size acceptable? the connecting element for material less than�/a•thick.Install weld as detailed.It is structurally acceptable to increase the conneclion plate thidcness to 5/16"M more flt up tolerance is preferred.MIM 2. There are a number of conditions where tubes frame to WF girders with columns above and/or below the girder. For safety these should be bolted similar to 8/S502.Locations include E-2 and G-2 on S102;E-1 and E-22 on S103;E-3 on S104,and C.9-4,C.2-4, D-6 and E-8 on S105. 2,see z�s-soz�SSUee�m c�Paa�a9e�i o�mzszoia.n� Please provide desired connection. i :;' � need boited cwr�ection � � ;to m�et OSHA�equiremants � � t • ;+ t �- --: + r•---�!8 itilf6nera an�olumn ca�erlins r. 3. If framing condition exists with WF beam framing to WF girder with columns above and/or below the girder,is framing to a full depth stiffener similar to 7/S500 acceptable? 3.Confirmed.M/M 9112 1�f11 x t huiicSSLT mplrte `'�'—tgna t�r.�w.N .-FS�nnxa • e E q sldriNfener ' �-- �r OYi44k1B ' • n • � � � SM6) . � z 5116�,.' � c � E n CM1PlCl�O111M� ' pp�.p�9y1P�p ��c��,�--� � ' �8�,��ww.�� ba�ow ae�or abwa rnlnim�.e.dge a Icennc. �s i�n , 4. For safety considerations we propose introducing erection bolts to details 9/S503, 1/S504, 11/S504 and 9/S531. Please confirm acceptability. M. � �1 ( 1 1 1 i ' ��d� f• j '_ ` ' _ _' ]�.. 1'. i % �! � � � `� ' Shop weld okay if girt elevations - i `�> � are coordinated with window shop _—_ _1� 1 i , drawings at the time of column -- i � 6�� fabrication.NVM i � _ 6oltahoptack�d i ____r ---- Mirar�l�hale � �---- � Irom Inside�+be � � Remove bolt as required for window installation.Contractor to verify if :'a°'�"'"�°`°°"`� tack weld from girt to angle seat is adequate for safety considerations. 'ww..r""r"y M/M MsYwrwwinsp�e , � ----- -�v ---------1 �'�T` / Okay structurally.Bolts have been T8a 1YP�;�6 &td noted in 1/S504 in CD Package ,/ �i1.M/M / fllxi RE7��f •—_- L3�c3,�?kx T�B.TYP13�19 V'2-74 H�DP1M-4'. E5 � ��s��E TrP HSS TRELLIS BM CONN 1/S504 c�� ,r ti� ,�" s�e� ' _ . 3'-U'_ Rox..,,�f—g�'� M1irtAN'1 iY* '�'r �F � 4 � . � � � ��`1`� c t.bAxl?QC01�T �1r \, f��,> C E..t'rP M�y struCturally. �� vv � �n r� L. 1.�ia7M��'i u�ww�ww �nait��I P�1�t�� g� SLAB STEP-MAIV LEVEL A 9/5531 } Pl 3Y4 Ea CF Ci.�TYr ' S'1d'�. TYP 7;yL�� f � Ai�V!�ND-- � S�oE�N,� t''P a1°ITCi'�S �'�� /a'1r� � rj rf ,_�—'*--- fnee -- -=---�----__• 4�Q + 'f~ � � Okay structurally.M/M �.iY� f :o i idt � . __.. ._...------ . -....^. . i �9 TYf i � _� a.a��ms..ewrwr i ��! «�.rr�.wwm �YP�YR f, dYi�ydwrrMr '��n nlltMh MY�r tYt�i�I.M f i ..�.rw...r.a�.s��.rw. rrv s�`'�6 --� we.w�...twwr..rn � '�''� tio�ca F H�fi RM TC'1 HSS fnl Mf�MFN7 t^nNlU A �/ \ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: Subcontrator RFI#: oos RA Nelson RFI# 006 RFI Title: larification to section 10/S532 Drawing Sheets: S�oa,S532 Gridlines: G) F/R Is there a drawing or other attachment? � Yes ✓❑ No Date Answer is needed: s/3o/�a Is there a possible work Impact? ❑ Yes ❑✓ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑ Yes Q✓ No QUESt1011' 1.Section 10S532 is cut on S104 along GL 6 near GL F. This section calls for a MC 8X8.5 shim on the top of the W 12X26 This condition sees a difference between bottom of deck at 127'-0 and top of W12X26 at 126'-4 1/2 is 7 1/2" Proposed Solution' In lieu of the MC 8 called for in 10/S532,please verify use of a C7X9.8 with a continuous FB 1/2X3 stitch welded to the bottom with a 3/16 fillets each side at 12"OC Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' Confirmed.10/S532 will be updated as noted. RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date: 26 June 2014 A f� � R.A.N E LSON BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��15"4 Subcontrator RFI#: °07 RA Nelson RFI# oo� RFI Title: Moment Connection at Roof Clarification Drawing Sheets: �oisso2 Gridlines: Is there a drawing or other attachment? � Yes ❑✓ No Date Answer is needed: '"'�14 Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑ Yes ❑✓ No QUeStIOfl' THe weld on the boriom side of the added web plate cant be placed as there is insuHicient distance between it and the botlom fiange of the beam. Can the bottom flange of beam be blodced to 2"wide back 11"hom end plate to provide access to weld joint? If not,please provide alternate approach. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: Response to RFI 007.• See attached SKS_2014_07_15 that will be incorporated into the For Construction package. KH, M/M, 15 Ju/y 2014 RFI Answered By: RFI Answer Date: � D � m Q � z � ° � O N �r � n N y N Z = O Z Z � � O Z D � � � , � N ! m z G� m � � 1 1l2" �" 0 m � O r71 m Z o � � � m 0 c� Z Z Z z m � � � z � � O o � W w � � � � o � �' _ � � w � p Z � n � m rn � r Z Z � � N D W Z � rn � � � n ov � N = � --I � o D � � !r O p O � � � p � � rn o�o � N � fi7 r � � o �v I� � � • O I J � � Grant Smith From: Stacey Goehring <stacey@khwebb.com> Sent: Thursday,July 17, 2014 11:57 AM To: Grant Smith Cc: PE Kevin Haas (khaas@martinmartin-mtn.com); Danny Aldaz Subject: RE:463/473 Beaver Dam Rd - RFI 007 and RFI 008 Grant, Both solutions(RFI 007&008) provided by Kevin are acceptable by khwebb. Thanks, Stacey From: Grant Smith [mailto:gsmith@ranelson.com] Sent: Tuesday, July 15, 2014 11:33 AM To: Stacey Goehring Cc: PE Kevin Haas (khaas@martinmartin-mtn.com); Danny Aldaz Subject: 463/473 Beaver Dam Rd - RFI 007 and RFI 008 Stacey/Kevin, Please see RFI 007 and RFI 008 attached. Please note that a response has been requested by 7/17/14. Thanks, Grant Smith LEED�AP Project Manager 970-949-4379 Fax 970-949-5152 Office 970-391-9736 Cell asm ith(a�ra nelson.com �� R.A,N E L S O N � IV�IPaN��MTjJM?11N�FSt1��MYWN�I�ES R.A.Nelson 51 Eagle Road#2 P.O.Drawer 5400 Avon,CO 81620 970.949.5152 1 � r� � R.A.N E L S O N BUIIDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��15�14 Subcontrator RFI#: °08 RA Nelson RFI# °°8 RFI Title: W10 Web Extension at Column Clarification Drawing Sheets: S120 -Detail 11S503 Gridlines: E7 ancl 1�7 Is there a drawing or other attachment? � Yes Q✓ No Date Answer is needed: �"'�14 Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? Q✓ Yes ❑ No Is there a possible cost impact? ❑ Yes ❑✓ No QU@StlOfl: Detail 11/S503 is called ou at F7 and D7 on 5120. This level of steet appears to be the highest supported by these columns,yet the columns aze shown extendirg up. Please clarify the desired elevation at the top of these lwo columns? Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: Response to RFl 008: Top of column shall be extended to match top of connection plate. Top of column and top of connection plate are 147'-3" max per 11/S503. Provide cap plate on top of column as required for concrete placement. KH, M/M, 15 July 2014 RFI Answered By: RFI Answer Date: � f� � R.A.N E L S O N BUItDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: e��14 Subcontrator RFI#: RA Nelson RFI# 10 RFI Title: Stair Strinaer to Column Weld Sizes Per S505 Drawing Sheets: sios,ssos Gridlines:_�;I I� anri C�I F Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: 8�4 Is there a possible work Impact? Q✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑ Yes 0✓ No QUESt1011' The column at GL D and GL6 is called out as a HSS7XSX5/16 on S103. As outlined on the attached ASS/AISC weld table,the wall thidcness of the column located at GL D and GL 6 needs to be increased to provide weld sizes called for on 2,5 and 11 on S505 tor the column to stair stringer weld connecitons. Proposed Solution' P�ease confirm using minimum 3/8"wall thickness tor this column or provide alternate detail Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: yS505 does not at Grid D/6 and the 5/16"wall thidcness is adequate per AISC for the 3/16"flare bevel weld per 11/S505. RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date: 01 August 2014 i �1 TI16I8S L-61 Par�8-fii of the 1dth Editio�AIS�Stiae! Manual ��,� FLARE P'�requ�iMed 1Neided Joi�s Fiere-Bewrl Ginoove 11Vi�Ws �� rr�w p � �i+�a �,---- - � � ��---. a -- t� �� A `�Id11�11r� �wll�� r14�� r � 11nw� 0�}AI� T� Ti L �tlYr K�i AIl1� �� 1 � MrfMM�I �i��1� �� ) e�� . � � �Ylr i� I��IM �-0 ��►r �U 11t.�4 rIC�M Y �f IO�1 �I � C._�� 11t-0 M4-0 � iZ IIwO *�hl� �L�hl f'i� �h1 TI I•�� +LL� �-�M fi�� 1,7�1A u +� �c � � e�A'.,w +u-a .�-a � � a.e ,� +�,s�� arw s+r�oa � Wt � �.�5�"s° +u�-o �� F s >>qu a.=YI �It-0 �-0 •wrrnr��s�..rwrra�u�.�s F�CFNMI#MM1�wM�M/w1YMJM�wIY1w\w�Aw�lw�Nw1��Qrf a��Tl�ir �Y��MR�11�r W r�4'Ci�IMPMIMO141MMMtIwMI1rMY�YrIM4�M�Y�►Y�s11�i�! ��i�Y'��Y�r��i�N�� The maximum�ize of SMAW flare-bevei tube to tube welds is based on wall thicknrss of main tube, kaut may b��mited hy thic:kness nf branch tub�. V11eld slz�e{E)t�T 5T118,where T1 is w�ll thi�kness of main tube fs: 114 W81= 1I8"w�ld si�e 5116 wall=3J16'v�d size 318 waN= 114"weld 1!2 wsN =3l8"w�eld si�e TherEfiore in �etails 2, 5 8 91tS505, wali thidv�esses of odumr�s need tn be a minimum of 5/1fi t�o produce a 3115"weld size, and 3l8 to pmduce a 1/4"weid size. We suggest all oolurn�s wh+ch stringers w�eld to be ir�creased 6o minimum 3J8 wall. Please advfse. A �^A / ` R.A.N E L S O N BU�LDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 9"614 Subcontrator RFI#: 12 RA Nelson RFI# 15 RFI Title: TOW Discrepancy - Sheet S100/S100M Drawing Sheets: s�ooisiooM Gridlines: F/4 Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: 9"sna Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No QUCStIOfl' A discrepancy exists between TOW elevation on S100/S100M at GL E/4. See attached. Please confirm elevation(99'-6")on S100M is correct or provide an updated elevation Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: Top of wall is 98'-10 1/2"as noted on S100.Revise TOW callout on S100M to be 98'-10 1/2". RFI Answered By: Kevin Haas,MartirVMartin RFI Answer Date' �6 September 2014 I � irvvn��- ii,�_� uc � � J � I � � I � � � � � � I � I � II BttiNALL- � I � � � SE� 1 � � , SEESIS�IQ -•... r - I ti � i I � �� ' I �_�� JY1�� J'V� 1 . � I TlWi4LL= �t}9'-4 U2' , �- e STEP TNVAI.i. r-� � � � � ( iYWALd.=�7'-8112" �`��; - -I- ---- - - - - - - - � - - -- �- ---- -- - - - --� � I 1 � — i — — �I��. „ _�. �.�R .�� .� .. � �` � � — . .— — _ — — ' (�p �n � _� — � j 1 �l7v�At.L�i7V�'�0�1� _��.�.� _ �� _—t--- — � � Q �� STEP I � �'a" � � � � � � �� , TIWALl � � � ' � � ► ' I'l�NC� F(�tJN�ATfON SLAB. ' � -t------�-----------�--- RE1�F,SEE 92 1 S313 ��P TIWALL � � � � � � � � � ' I ' � , ' f -}- -�-,�•TJWALL- ��9'-2112"-- - -� � TNVALL= 102'-6"� ,r � � - - - � � �sr' � I � � ' ' ' i � �3 f ' ' , � BIWALL=85'-0" � � � 1 i � � � �`..''� i , � � � ; � i I i � i i i � i i I i ( i i i �ii � � � � i � I I � � � � , � � i � � , � � ; i � 8'-0' , � � i i � i 4 I I I � I 1�� M � � � � � � I I JALL=7�'-0 � —r-- ; � � i ' � , � , � � , e�n�v�=82�-a� ; I � � � �— , e � ! ; i � � � � � � , a � � , � � , , � � SE � R �, � � TlWALL=109'-41J'2" �� STEP TlWALL �--�-�� -� � �'l4VALL=9T-8112" ��, I `� - -i- _ .- _ '� _ -- _ - - - - - -.��-- - - - - - - - - - - -- _ -- _ _ � ' T�INALL=99'-6" � � � � FW1 � � � � -8 !� � STEP � � ' u; '`~ � , � T1�WAU I , `�I-" ; , , � --- - - -- - - - -1------ --T----- _� _ F----- :r--- � STEP TNVALl, -- - - � ----_ ------_ � ' � ' � ' 1 � � � , � �_- ---�--�--- - - - - - - - - - - � - - - ' � I � ; � ; � r�w�a�,�-toz-s�� ,.= � � � � � ( � � � � , ; � , � � � i � � � s � � � , � , � I � � � ' � � � , � � � � � ' � ' � � , � � , � � I I , ! � I � � 3'-9" ' � � � ' � � � , �0' � � � � I � � � S � � , , , , � � � t � I I � � ; � � � � � i �a M ; � T1YUAl.L= 107-6" � ' I , � � � � �� i � � i F- •. . I i , � � � � � A f� � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 9�2�14 Subcontrator RFI#: Na RA Nelson RFI# 019 RFI Title: Raft Mat Concrete Reouirements Drawing Sheets: sooa Gridlines:_11/� Is there a drawing or other attachment? • � Yes ❑ No Date Answer is needed: 'oi2na Is there a possible work Impact? ❑ Yes ❑ No Is there a possible schedule impact? ❑ Yes ❑ No Is there a possible cost impact? ❑ Yes ❑ No QU25t1011' Specific concrete requirements for the RaR Mat are not noted or listed on the concrete mix design table shown on S003. Please provide all requirements for concrete to be used in Raft Mat. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architea Answer: Use"Concrete Mix Type 1 - Footings" in the Concrete Mix Table on S003 for the for the mat foundation. Kevin Haas, Martin/Martin RFI Answered By: RFI Answer Date: 26 September 2014 A �^/� / \ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��25"4 Subcontrator RFI#: �s RA Nelson RFI# 31 RFI Title: AB Details E-4 S103 Drawing Sheets: s�os Gridlines: F/4 Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No Question• Please see attached sketch SK-A and provide all requested information. Anchor bolt plans and column base plates cannot be revised and re-issued for fabrication / rnnctCtlCtI�CL!t}1011t thic IC1fOCmatinn Proposed Solution: Question/P�oposed Solution is attached on separate sheet ❑ Yes Architect Answer: RFI Answered By: KH,M/M,25 November 2014 RFI Answer Date: i,' Should be"BP4 SIM"with base plate rotated 90° clockwise 4 T/Conc= B/Deck= 109'-2 1/2" per S103. B/base plate= 109'-3 1/2" per 3/S321. E ��k _� 0e�+�`++ PLEASE FU�IISN � �,�� QL� �'tie Q, tOP OF CONC ELEY � � � �0�,'� BOt OF BASE l� ELEY ,!, VERI�Y Bf� < ANC ROD .n ' ORIEN7AtION YERIFY ANC RODS U11TH I'-6 EMBEDMENt 1' 0' ' Confirmed per 3/S321. RE: 103 PLAN g NE COLUMN SK - A O O O O A f� � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: "i25"4 Subcontrator RFI#: " RA Nelson RFI#�� RFI Title: Column Dimensions Clarification S101 M Drawing Sheets: S101 M and RE AB1(Submittal 005-053/A) Gridlines: SPP attar.harl Is there a drawing or other attachment? Q✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ' ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No Question: Two columns were added near grid E-3. The latest approval return of drawing AB1 received 11.18.14 gives a dimension between columns of 6'-0 7/8. ease a vice as o w ic imens�on governs. tion. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: use s'-0 3/4"per 11.06.14 drawings. RFI Answered By: KH,M/M,25 November 2014 RFI Answer Date: ue.peria.oxaism oeswnatt:KwsM G:1Vran1J.V191.ZektlmmR313_kev'sYi.M rnxav�u:ro wrer�¢>>nrea�acaa�wa E00.PU PROECT MMM('.ER�.91 Q o Q Q : m �.�2 J1'-111? ]3S 4-It' Q�T N I � � � � � � -t----------------------- ------�}----�------------- -1-----------j- -- -- Z 1� I � j � � �� _ D j �� ' � ` �t�� ie.iw• iz.vv�• u �o -n � ' � � � -_ _--_----_�----------- -- -------- ----- ------------ - - - - - -- -- -� ( `--------------------- ---------------- w----------T-------------------------------------------- - -- --• •- $ 4 � ___±_______________________________________' �� a I_ _ _______ ___ ___ �. � I � __'_M � '__ ____'_ _______ ____'____________' ` ,t i F y ' S'-0y�� ____I ♦ ----------- -I -----------------�--- � -�-� $��-------------- � _ -_--- �� — - � w � � _ �A" --�N—� -- z - �-.. �-, - i � �� 'x: � g; u i p� , i �� ,�,�� 'r ' ' j � g� �� j �� i �a � I i �� "° �- I I � �� K -- � � I � 1 5� I 1 I �� ° I �� i ' _�'_ '___ ._.___ �_____� ____ _'� —___—___—_— '_ ____�.'._ — —' A � ' 3 I � t � _' �� ' § ____ __'____'_ __Z'�� ' � � � � j I ! � � � I � � �1� � t_ I �� \ 9� j ' ��+ � 1 a ss�� m ��7 I j $3d$$�� m� �fi ?a � � Q��g�� 4 ^ �L� �;a � i n � ��'�� Nc� 4�� m� �,� i ��y��E� �� LQo a„a rg T� 's;° �e � i � z ��g��$ � � r; ---- ' — — ------ - - -----�------- - � � �w �� _. ._' ' ' . _�. g�N�� -- 4---��- I � . . : � ( � — � � ----------------------- -- � �� I nl_ i � Hv p ��g � Ri �° �� 1 �� / �� _""_� ------- --- �r-9,.� �v �------ � g � " I ~ p_ ---- -- � �� -- � " -- --- � `° t — _- ' � � - — --_ _n�_ -- --�----- � - - u � - -- -- � �e � }on � � -- --�� = g-- `w_ � � � z °,� s �� a' � - ss �_ r�� 1 �� 1 I I `� ;'� �� € � � i i o�i �� ,..e��,��, �i. ---i---------t---- - -- - ----- --- �+ I i � I I � § I I ---- ' � ---I I I --------�---------------- - � I I I I I � I I I I � I I I I � I I I I � �, I I I I � I I I I � I I I I I I I , � -- — - - - _ _ _ _ _-� �, � r-—- _ ,� - - - - _ __ - - - - --- _ _ _ __ _ , � i i � n�• � ir.io- ' zs�z�r n�s�2 �. ---------------.r .._. . _.._____... ------� -----� ---*--- ......_----__----� . es r D (� o O ,n ��. C!� g� �� 4b3 BEAY�E�M ROAD � � k . h . w e b b � �g �� '�+_:> � arrhiterts . pc m�a �€3``, �'� � �r' �g�� $ � LOiS.NOQ/,IAIINIA�lIDf9N6 is=i;��.� "'� 1 - ��° �+i�� ru wtg uo�e an[�en��.q�caawo�isi�fn.mlf» A �'A` / \ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��25��4 Subcontrator RFI#: 018 RA Nelson RFI# 033 RFI Title: Top of Concrete E-4 Drawing Sheets: E-4S100M and S102 Gridlines: Is there a drawing or other attachment? � Yes Q✓ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? �✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes 4uestion:On drawing S100M dated 11.06.14,the top of concrete wall elevation at grid E-4 was changed from 97'-8� ❑ to 97'-10 35. This change was not clouded. No QUeStIOn' The W10x77 on grid 4(see 5102)frames into the east face of the steel column on grid E-4 just above the column base plate. The steel column on¢rid E-4 and the W10x77 have alreadv been detailed based on a too of concr t I vation of 97'- 8 X. Raising the bottom of column base plate would necessitate revising the column and coping the bottom flange of the W10x77. Plaaca vPrifv tnn nf rnnrrPta alPVatinn m e p ans cannot e issue or a ncation construction wit out t is in ormation. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: Top of concrete at E/4 should be 9T-8 1/2'as previously shown. RFI Answered By: KH,M/M,25 November 2014 RFI Answer Date: � 1 ^ ^ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��25n4 Subcontrator RFI#: 019 RA Nelson RFI# 3a RFI Title: Base Plate Connection G-1 and B.3-1 Drawing Sheets: S103 and 7/S322 Gridlines: Is there a drawing or other attachment? � Yes 0✓ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No Question• On 5103(dated 11-6-14)section 7/S322 is cut at grid G-1 and 6.3-1. This section shows plate washer field welded in place Since this is a slin connection shouldn't the olate washer remain unwelded? Embed plans cannot be issued for fabrication/construction without this information. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' Correct.Plate washers should not be welded to base plate. RFI Answered By: KH,M/M,25 November 2014 RFI Answer Date: � f� � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: "�ZSn4 Subcontrator RFI#: °t9 RA Nelson RFI# 035 RFI Title: AB Location Clarification - AB11 Drawing Sheets: Submittal 005-053/A-A611 Gridlines: C;-4 Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? Q✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No QUESLIOn: See attached Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' Anchor rods are okay as detailed at 3"and 1'. RFI Answered By: K","N"^,25 November 2014 RFI Answer Date: . �c�t'� or� A�4VAt� �'�'ti�tZ� ��'I�C�`' t f A� 41 m C'11`'� l�Ac�i r1��k'�1? Pt►JGN�. �t�1.'t�' 'T� �E 4 a►�P'i�. 2�� EPtG�i �lC� ��` �'Rt'Q 4 � h�W�� W��- l�h �" ,�' 3'' A��t� c�,;��" 4— PL��'� � ��i '�� F�r��No� p�ui.t� �t�.tt'4 1�� `� � R�� pt�b!� �,1��Q � , 1'-9"at this elevation. Bearing plate is in a beam pocket in the wall, not on the top of the 8"stem above. M/M � � � � , '� I�f�+t�s R�JR"�!'f�'�..��E P"�t1� t t - +� '~r+��'�3G 6�'t'�Ys�T�+L : I ��OR qC�L7 �1"� !tT� ,d+t.L G;t,� i ' I ' ,�� 11 �� ' � � �K � � , � �1� ca � r�•_ ,♦c.r� -;�:� s�J_�+��'.HG �OC? � � •— ��t C'��L#C�'"' r ' _ .._ _. _. .,.. � . ' =• �� ` i FE� 9Q�9�9 i � :,i i'.�6+J�b'-3C� r r � . « � k , � � 4F'� 9�4-E�: + ,sx: � �CJG " � �..;.�l�CO"��5 �� CNi � f.' �,� ��►^ ��i� IL. �.i� � � i ^ n R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: �v19�14 Subcontrator RFI#: 21 RA Nelson RFI# ose RFI Title: Vertical Bracing and Anchor Bolt Pattern Drawing Sheets: s2�o a�d ss�o Gridlines: Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No QU25t1011' �e enclosed question below and sketch below Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑✓ Yes Archited Answer: Questlon#t-Confirmed. Question#2-Confirtned.Proposed anchor rod spacing is structurally acceptable.Maintain 5"min spacing to adjacent anchor rods at end of base plate. RFI Answered By: Kevin Haas,n�vnn RFI Answer Date: 22 December 2014 RFI 038 1. Detail 7/S210 attached to RAN RFI 30 leaves vertical bracing un-sized. Please verify all vertical bracing in 7/S210 remains HSS 5x5x3/16 per CD Package#1 rev. 2. Detail 12/5510 attached to RAN RFI 30 gives new anchor bolt patterns at grid 6-A and grid 7-A. Please see attached sketch and verify changing 5" dimension to 6%" at grid 7-A to avoid anchor bolt and vertical brace interference. � 1 ^ ^ R.A.N E LS4N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: y25��5 Subcontrator RFI#: Na RA Nelson RFI# � RFI Title: Detail 7/S322 Clarification Drawing Sheets: '�s322 Gridlines: Is there a drawing or other attachment? � Yes ❑✓ No Date Answer is needed: �3"s Is there a possible work Impact? ❑ Yes ❑✓ No Is there a possible schedule impact? ❑ Yes 0✓ No Is there a possible cost impact? ❑ Yes ❑✓ No QUeStIOfl' Please confirm the grout solid note shown on 7/S322 should be deleted. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: Confirmed RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date' 26 February 2015 A �^/� / \ R.A.N E L S 0 N BUIIDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: �y�s Subcontrator RFI#: Na RA Nelson RFI# oss RFI Title: Detail 6/S321 Variance Request Drawing Sheets: s32� Gridlines: n/a Is there a drawing or other attachment? � Yes ❑✓ No Date Answer is needed: 3/3/15 Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑ Yes ❑✓ No QUeStIOfl' Detail 6/5321 sF�ows formsavers to be installed at Typ Mtl Deck Slab to Conc Wall.Due to constructibility issues Contractor would like the option to drill and epoxy the horizontial#4 bar. 1. Please confirm drill and epoxy method ILO tormsavers is acceptable 2. If acceptable,please provide the following b. Size and spacing of bar per'rf different than noted in typical detail c. Depth of embedment d. Type and Strength of Epoxy Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: ��Confirmed. 2.Provide#4 adhesive anchors with 5'embedment at 12"oc at locations that formsavers were not installed per 6/5321.Use Hilti Hit-HY 200 adhesive per S003. RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date: �3 March 2015 � f� � R.A.N E L S 4 N � BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: ��15 Subcontrator RFI#: Na RA Nelson RFI# osa RFI Title:_ Door Openina Conflict - Embed/Rebar Modificvation GL E/5 Drawing Sheets: n/a Gridlines: F/5 Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: 3/10/15 Is there a possible work Impact? �✓ Yes ❑ No Is there a possibie schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑✓ Yes ❑ No Question' The embed plate(Zmkor Shop Drawing RE:1003P)is detailed with rebar projecting into the door opening at GL E/5 at the A Garage. Please confirm it is structurally acceptable to modity the rebar as noted in the enclosed sketch dated 3/3/15 Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: co�r��ed RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date: �March 2015 MARTIN/MARTIN COkSULTING ENGINEERS Title l.�� Date >�31 �� 1ob no. Subject �M�'j�a c�T ��.c�✓ ��u� BY K�� Sheet of � �� i� 41t1 ,�-------------�--- --w-�.- ?_-- � � , � � i � � i � � � _ � � � , � � 1 � \ ti __. � _��` f �.__.._____._ �___ _.�._,� � ,�,, 7�� ; � ��e lf/� �c��, `��"� a►rl� C,�� o�'�. o��► d1o� �ur,-� � �t t_ � 1 ^ ^ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 3a�s�s Subcontrator RFI#: 26 RA Nelson RFI# 59 RFI Title: Web Oqenina Per 12/S504 Drawing Sheets: Zimkor Shop Drawing E2,z�mko��2�s Gridlines: (;/7 Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? �✓ YES On approval return drawing 1219 received 12-23-14,the architect sized and located openings in members. ❑ No In order for the dimensional paremeters shown in 12/5504 to be met,the openings must be located 2'-0 Is there a possible cost impact? north of grid 2 per the attached sketch. ❑ Yes ❑✓ NO Please verify this is acceptable. QUESLIOII' �e question above. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Archited Answer' Penetration at 2'-0"north of Grid 2 is structurally acceptable. RFI Answered By: Kevin Haas,MaAiNMartin RFI Answer Date: �6 March 2015 f� rn G+ ; 23'-6" 9 � � � �,� 6 rap � ��_ll" � �3�_6`� j ��_�� 3� T`t Q � .Sl" �,. „ v � � t� � fy N � � � l2t1�", UllPixbO f1�'-IY?1 � � � � �w f�, �� y $� ,��J �� ' � � � �� I?IBB 1�551@x8x� �Sb x� .�� M � a� � w a� � ��ec„r � � �� i � I � � i c 1 � �`I �21� i c � � 12l3D � Wi7�43 (12►�'-4ya} —I ` i I�JI ,�Q��$ � � �� s i 1� `� r s�tt+ a� a�q t};� � � � a � 3 �_ � N66 t0+c1@�c�� '� � � � a 3� .J,, w—� �s �* � � U1 � . I�SE l�tl?Jx�3 _ �� ; � � � � � : � . _�_- � �, � � A �/^� / \ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 3i"s�s Subcontrator RFI#: 27 RA Nelson RFI# 60 RFI Title: Glass Landina - Dimension BP/Column 1130A and 1130B D�awing Sheets' Z�mkor Shop Drawing E3 Gridlines: Sp.P attar.hPri Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? ' ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impad? ❑ Yes ❑✓ No QU@SLIOfl' See question below in attachment Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' Proposed base plate geometry is structurally acceptable. RFI Answered By: Kevin Haas,Martin/Martin RFI Answer Date' �6 March 2015 G3�� S#� ,L'•"R�.'F9 wi � � �' 5P �. � ryy � ($<�} �° 4 � � M � .. `� � . � 3 ��' , E!1 L'.+f� I� LAi�+ty _ ..��u:�6; iD�iE w�P a" y�!» �. +.. .ti 4:�1` �.�6��Jai�6 t �} .fi"'i' . , � p � }� � }�"�' � '`• ' - »!�. �:. � _,..�y- i '� t , �.� y4X r i 3 �.�' .� ,� :�� w',�`,E. - �•x��4 � . rV Y.� �.. +}"..'4'. e. �a�'t � �, rva� ■ �i' �' .�:' �"#�� -'!� � , �`'c,�.,R _-�:� _— � - c:,s f- �__ . , .,�, •�.� �, . --.,.�,,,. °�M M►�MIIIA :,d,,r,s:°��rrw; � ,+4 .s. . ��1�;� � _ _. � _____ -- `4+� �; tw 4 � , _ ; d _►.--_- � � � . _��- � � ,� `, ��. _- � ,�ts . e . p . �., � ' r �'1 �' #1 rFQ�'` r55 fsr.b��'; �E� � _" - --Y ` �___ 1_! t�"} r __ ,�� `E �u''�'(� PR::I „?i. �j '�'�=y iCl r w ia�y �T i 4 �'. �� .... q'�`, �; y�, �,%�_� E ,�' .. _ .__ _-�. �r� '�l�t�+��at Dh��j V�t t�.L GAu h'� ��t ��10'� of ��'1��+J� 7L1�'� TV �at�� V�tiH t31'+�� t�� t��l �uLUru�'� tt3t� A � 4. ti�4C1� tt14 ��i�. t�:� G�J P� G��.ift��1�� SNu '1� Pt'��t�►�� U ��1 f� . : i � � '' . • r q� �i � �� 14�1�1 CpP`� p� � 1�'�4�� C1�� .._....� �1Npt� A�t"'�Rc�`�A�. R�'��Rt� � 1 ^ . ^ R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 3//1915 Subcontrator RFI#: 26 RA Nelson RFI# 59 b � RFI Title: Web Opening Per 12/S504 Drawing Sheets: Zimkor Shop Drawing 1233 Gridlines: �/'� Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: 3/27/15 Is there a possible work Impact? �✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes On approval return drawing 1233 received 12-23-14,the architect sized and located penetration ❑ NO in(2)H55 beams 12336. Is there a possible cost impact? This size and location does not meet the dimensional paremeters shown in 12/5504 ❑ Yes Please see the attached sketch and verify alternate location. ❑✓ No QUESt1011' �e question above. Please confirm aflernate location is structurally acceptable. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes ArthlteCt AnsWer: WQ asked for 1'-0"to avoid mechanical ductworWrouting. is this not possible? Per Note 2 in 12/S504 a 5"41 penetration may be located 1'-0'from the beam end at HSS members.The iocation noted in the reviewed submittal is structurally acceptable.Locate as noted. RFI Answered By: sg/Kevin Haas,MartiNMartin RFI Answer Date: 03.25.15/26 March 2015 rn � � L�t�r II A1��i1 S7 "� 1 � 4� S�" 4'-5�� q� g�� ' �__ �_,__._�- �`,.�� 3�_31�� 3'-4" 3, 3�u 2 � � _ � f�i� � � � � r I F � � •" i t � � � � � � Y � � � ` , A �111 { � � � . . ._ ..�� '�7 1 � � � � � � ' � -�,1 i Z � N � �a �� C� 1232A N�°� S��i K�61?ht4x31f6 � ( Ii31B � I 1 y_� ',,r�f-' w � a �'.��'S`tS �� z rnr t3 `� +3 � I t1►1�� 1 i � �18� I � � � � � , � �� ,� � � �� a � � � � n �i� �v ^ �-�� (�s4x�,� � +�56 4 i,j�5 ax3/i� 5b 1�K�r5A ( 4d5S 14�yc� L's _ '23�A i233B ' 3� 3 1'i33G 1 2 3 1 G I �J n � A) -� `+� � 123�NA �"f�stSS � r ��i � �� .�,{ J � �� L � r € G � �'��b' _ (p € � � ,�C b�83 _ c� ��. ; � � L� C� � �.y�'• �, v' �-- ' x � � � A A � � A � � W � �� ;� 1�3;'�1� 6� � _ , � G bx82 �- -. fr-r, � �4� =�"�" � s � 6�.� . A r� � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 3r�sns Subcontrator RFI#: 31 RA Nelson RFI# 62 RFI Title: E5 Approver Comments - Skylight Posts Drawing Sheets: Zimkor Sheet E5 Gridlines: F/�i Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ASAP Is there a possible work Impact? �✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? Q✓ Yes ❑ No QUEStl0�1: See question on enclosed sheet below and returned sheet ES for reference Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' ��Yes.The 12806 tube beams should align with the HSS4x4 curb posts and be spaced at 5'-9 3/4"as noted 2)14'-7"from Grid C per S120(1'3"from Gnd D) I RFI Answered By' Kevin Haas,Martin/Martin RFI Answer Date' 26 September 2015 Mile Hiqh Detailers Request for Information 1404-25 Date: 3-26-15 TO: Jon Humphreys RE: 463 / 473 Beaver Dam Rd. Residence Missy Mucha Zimkor Subiect: Approver comments on final aaproval return drawinQ E5 On final approval retum drawing E5 (received 3-9-15) the approver moved (3) posts at the Skylight Support Framing plan. Do the (3) tube beams marked 1280B at the high roof level below that align with these posts also move? Please furnish a dimension from grid C to the west end of the concrete curb referenced on final approval return drawing E5. � 1 ^ � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 3�"9t5 Subcontrator RFI#: 26 RA Nelson RFI#� RFI Title:_ Web Openina Per 12/S504 - SD1247 B-E/3 Drawing Sheets: Zimkor Shop Drawing 1247 Gridlines: B-F/3 Is there a drawing or other attachment? 0✓ Yes ❑ No Date Answer is needed: 3i2'"s Is there a possible work Impact? Q✓ Yes ❑ No Is there a possible schedule impact? Q✓ Yes On final approval return drawing 1247,received 3-9-15,the approver added a thru hole to HSS beam 12476. The ❑ NO location of this added hole is 1"off centerline of a HSS lOx4 beam that frames to the near side of 12478. Is there a possible cost impact? Is this locatio�acceptable? If not,please re-locate hole keeping to the dimensional paremeters outlined in detail ❑ Yes iz/ssoa. 0✓ No QU25t10�1' See question above. Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer' P�ace penetration 2'-6"trom adjacent penetration(6'-3 1/2"from beam end) RFI Answered By: Kevin Haas,MartiNMartin RFI Answer Date: 26 March 2015 �� .. �v f � �� e�� 3� ��3� ��. s , � � �� ' � g r �•r a � � � � � g 2 y-.I- � 6 � � � � � � � _ s � � � � � �" C 6 � i � 6 � � s r��x s r � .F ��x �� j.3. R � j.j.7. � M M \ ' \ ' �!' S �� 'It�B` Y)• Y Y 8 � � � � x a:a 3 � � � p � � I � � � � � � � �� ':- � �. � ,, �. s .� � s. �•,• } � �•�• - — �� g � ��;�� Y I ��YQ M�� 3•3• -�� • � � 3•'• R � $��m � ' � � � � a�a�� R � ¢ia$B � �� 6 � � z �� W�$� ; � � � � � TD DD =-� B 6 i e s � 6 ° � � � � � ��6:� �� _ , D� ' �, � .. o .� , �_..� v..� --� --..� --�� _ � �� N � � � : ��T�$ � � � �� I , �5�� '�s �� >� � � � � 3a � � � k�� i � � a�� a a� s�� >m ' � 8 S ;:o a � � �� ; � ec� � � "a�ff �e�o€ r � V � S� :ay j � � � '3 �� } sxl ,� iPj ss� O � � i � s's'3Rs � � a�ie ' I, � m � �,;�,r „ge a � � � S :�i � ��i r� _ ^� eas � a a= aa=a� � ! �°° ' + s's� � �.ag"= � � � �y 6 d a � �`v° o I $ R-� � �•J o �0 3 r + I � �� J 6 .<.� -..va3r��.sevn �+<xf<rus�zcsz�nv�s� A f� � R.A.N E L S O N BUILDING MOUNTAIN RESORT COMMUNITIES RA Nelson RFI Form — 463/473 Beaver Dam Rd RFI Date: 4��15 Subcontrator RFI#: 33 RA Nelson RFI# � RFI Title: Zimkor Outstanding Items - 3/2/15 Drawing Sheets: S105/1S533 Gridlines: Is there a drawing or other attachment? �✓ Yes ❑ No Date Answer is needed: ais��s Is there a possible work Impact? ❑✓ Yes ❑ No Is there a possible schedule impact? ❑✓ Yes ❑ No Is there a possible cost impact? ❑ Yes ❑✓ No Question' Please provideNerify the angle elevation that is atlached to the HSS 20X4X5/16 shown @ GL+/-E/4 on SAeet 5105 and Detail 1/S533(See enclosed Drawings)and as doucied on Zimkor Shop Drawing Sheet E4 and 1261 Proposed Solution: Question/Proposed Solution is attached on separate sheet ❑ Yes Architect Answer: B�deck for this roof shall be 126�-�0•. 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DETAIL TITLE: FOUNDATION PLAN w/MAT DETAIL N0: MARTIN/MARTIN CONSULTING FRGINEE0.5 ��_ �O 225 MR�N SiHEET.4fvIT C 7C1,E�lhAROS.:U.CNACJ 33832 (v1A11{9��:J'�6.b7::r�vlkP.I1FA'�.M.II!Y.CrJM PROJECT NUMBER: 13.0291.S.01 DWG REF:S100M DATE:03.03.2015 6 7 g 6'-0" 16'-3" ' � � ' � � � , � , � , � , , � , , 'AT EXT EQUIP : MECH FOR LOC AND EXTENTS , , T MTL DECK , , , )NC WALL s S313 � � -- - - � _�, � �.�-- x - - � - - - - - - -� - - - -� - - 1 ; I � � , � -- f- - � � GRADE = 110'-0" SLOPE U� GRADE = 115'-0" � � , � 6 � i i S313 � � 7 � , � 2 TYP AT WALL � 3" 5'-01/4" 3" s2oo CORNERS S312 1/2" NORTH � - - - - � - - — - - - - - - � ' ; ' °' OH � - - � � 3" 6'-61/8° � X i � ° � � � �2 SIM � , � _ � N �' � - - I I � I I o S532 S321 ! � � 463 Beaver Dam Rd. DETAIL TITLE: MAIN (A)/BEDROOM (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSUlTI1YG EhGINE[RS ��_ �� _25 MR%N Si HEET.4M1T C 1CI,EOYIAROS.:D�CNkCO d1b32 tatAlH J;C.�L6.b;i.!kih.R11NR'AM.IIM.CUM PROJECT NUMBER: 13.0291.S.01 DWG REF:S 103 DATE:03.03.2015 6 7 g 6'-0" 16'-3�� , � , � , � , � � � � � � , 4'-4 7/8� � HSS5x5x3/16 � HSS5x5x1/4 , BP3 Q S314 QH G OH � � , 3322 SIM — ' - - - - - — � 33 14k � — —� - - - - - - ------------- --------- ------------ ----------------�- � � � I � r� i N � � I / I � I 5'-11 1/2�' � � 2 � SLOPE DOWN, � 3-10 3l4 � � S552 SEE LA�APE � SIM FOR � N ' 10" SLAB o � � � EE;6 I S300 A � � TIWALL � � � � WALL OPNGS �� ; TRANSITION . � � � � � � � S210 S314 i � ' 4 � i i 5 Q 4'-4 7l8" � S314 � � � 3 � HSS5x5x1/4 3S5x5x1/4 � � 10 1 S321 12 1 S510 S552 HSS5x5x1/4 ; HSS5x5x1/4 P3 � � �- -----------L --------- - -- BP1=0H--- ----------�- BP4 SIM �M I 4— - � - - - - - - - - - SIM �0 3' S'-0114" I X ^ = ` I �� c��n � 463 Beaver Dam Rd. DETAIL TITLE: MASTER (A)/MAIN (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSUl71NG EAGINEE0.5 i25 MRiN SSNEEL 6M17 C 7C3,EOIhAKOS.:U�CN.kGJ 31b3< S S K— 32 fvlRlp iI;C�26_b;i:tH7k811qWAP.IbY.COId PROJECT NUMBER: 13.0291.S.01 DWG REF:S104 DATE:03.03.2015 S 6 1 S30 AT W LL PENETRATIONS #4@12"OC VERT OUTSIDE FACE #4@14" OC HORIZ, �P #4@12"OC VERT INSIDE FACE #4@10"OC VERT OUTSIDE FACE TO LEDGE #4@12"OC T&B TRANSVERSE � J 1 1/2" KEY CONT OUTSIDE FACE DWLS TO MATCH VERT HOOK TO END OF HEEL REINF, HOOK AT BOT LAYER CON TO TOE #4@12"OC T&B LONGITUDINAL 7 3/4° _ ��-o° FOOTING AT DRIVEWAY VAULT 463 Beaver Dam Rd. DETAILTITLE: FOOTING AT DRIVEWAY VAULT DETAILNO: MARTIN/MARTIN CONSUti1NG EM1GINEE0.5 225 61R;N 5*HEEL LhIT C 1C3,E�Ji4AROS.:UiL'M'.kCP 31b32 S S K— 33 7MAIfi 9;C.!�:6-'a1:?�viP.Y.IINR'aAI1Ml�UW PROJECT NUMBER: 13.0291.S.01 DWG REF:7/S313 DATE:03.03.2015 CONTR COORD WITH CIVIL 6 PAVING& INSULATION, SEE CIVIL C8x13.7 HDG CONT W/ 1/2"Q1x8" DAS @ #4x � 3�-�� ASTM A706 24"TOP, 1/2"f�x4" � DWLS @ 12", BEND DOWN HAS @24" BOT �� e=1 1/4" � #4xCONT AT DWLS TOS= COORD 10k N w/RAMPSUPPLIER � � - - - � - - - - - - - - . SLOPE POUR CURB - - - - — _ _--� MONOLITHIC WITH �"� � TOPPING (2)#4xCONT T8�B � HORIZ AT CURB � B/DECK= SEE PLAN ' T/LEDGE #4x � @24" OC ' , #4 DWLS @18"w/STD L2x2x1/4 CONT W/ HOOK @ T/CURB, CONT 1/2"Q1x4" HAS @24" , LTE INTO FOUNDATION WALL 3'-0" � #4x ' ° ASTM A706 SEE PLAN � DWLS @ 12", BEND DOWN, TYP � ' � 4, NO SCALE CHANNEL AT RAMP HINGE 463 Beaver Dam Rd. DETAIL TITLE: CHANNEL AT RAMP HINGE DETAIL N0: MARTIN/MARTIN CONSULTIf1G ETGINECRS 225 MA'�N Y'HEET.6NIT C 3C3,EOWARO:-.;U:CN.kCD 31032 S S K_ 34 ��IAiB 9:CS�'°6.t�"r:?WiF.itIH6'qE11M.CQR! PROJECT NUMBER: 13.0291.S.01 DWG REF:4/S314 DATE:03.03.2015 3'-0° _ PAVING AND INSULATION. ° SEE CIVIL #4x � ASTM A706 DWLS @ 12", BEND DOWN, CONC CURB AT VENEER LEDGE �P w/#4@12"OC DWLS, THUS #4@12"OC DWLS, , , STD HOOK INTO ; ; ; ; WALL, TYP � � � � LTS � � � � � , � � � � . . 0 � #4@12" OC EA WAY TOP, EPDXY COATED SEE �@6"OC ENV, EC � PLAN �@6" OC N/S, EC .� PLACE E/W BARS BELOW N/S BARS POUR SLAB TO LEDGE ELEVATION STEP VERT REINF AT LEDGE 0 12 1" = 1�-0�� 10" SLAB AT DRIVEWAY 463 Beaver Dam Rd. DETAIL TITLE: 10" SLAB AT DRIVEWAY DETAIL N0: MARTIN/MARTIN CONSUIilNG FRGINEERS :25 M.4!N STREEL 6N1T C 1C3,EJWAP.OS.:L7_�JRF.C.31�3� S S K_ 35 fatARi iip;;��?6.;-}77 ry1kRIINffAN.11N.CU41 PROJECT NUMBER: 13.0291.S.01 DWG REF: 12/S314 DATE:03.03.2015 �' � ; X X X x "I/C IVVK I r � o - � � X p O O � O � p O p � '� � � � � � � � � � � N � S211 = 2 N N N � � � _ '1•5VL3.5V= _ VARIES, S RAEE CH 12 � � �� S532 � ;r B/DECK= 114-1 — 1, � , � � s � s _ , , � S55 BEAM L � i ' HSS6x6x1/4 1/2" NORTH— , ; HSS6x6x1/4 Y Y \ Y � � � � rn � � � � � � � — ----- -- - - - - - +- _ --_- - - - - � � � M M HSS x5x3/8 , s � $322 � � $ � S321 O � i � � � 71/2" 21'-51/2" �„ ' HSS14x6x1/2 � STRINGER � � 463 Beaver Dam Rd. DETAIL TITLE: MAIN (A)/BEDROOM (B) FLOOR PLAN DETAIL N0: MARTiN/MARTIN CQNSVITINa E1IGINF[ILS 225 M.�;N 5?flEET.61v1T C 1C1,E�Y4AR{�S.:Cr,_CHkC.;?33%i32 S S K— 42 fvlAlfi 1;(;J"_P.:-1.;tvikP.11qMAK.I1n.CUR1 PROJECT NUMBER: 13.0291.S.01 DWG REF:S103 DATE:04.08.2015 � X X �SIDES ��uVJAJ/1 IIY i � 0 o X S532 � BP3 � � O p � X M I � � �- o N 21x44— -O° - _ = N � SIM 3 S211 = �c 10 � 4'-6" � S532 GV � �. Cp � `'_ X 11� X �y i O � N � � � � � N 6 $ 6 , S322 5322 S550 ,L �C �L Y �C � � � � � Y � 29k � � � � W10x112 � � 29k � � 2 � 10 11 B�M S550 S532 S503 ' S321 N � X s HSS20x4 TRELLIS N s5oa GIRT BEYOND BEAMS, SEE S105 � x 463 Beaver Dam Rd. DETAIL TITLE: MASTER (A)/MAIN (B) FLOOR PLAN DETAIL N0: MARTIN/MARTIN CONSUI7ING ERGIWEEItS ��_ �� 225 M�S!N STHEET,LPoI I C 1C3,EDViARCn.:C7_yN'.ACO 31�32 talAlli;1;�,_�LG.:t:;?�vihRl lqif?F.I Ih.CUW PROJECT NUMBER: 13.0291.S.01 DWG REF:S104 DATE:04.08.2015 � I � I I ~ � � I I CV � ' � � � � � , � � � � � ; � (2) SIDES � , � 1/4 � � � � , � , � ' ; BASE PL1/2x10x10 � ' � � B/ANGLE � ; � ; (2) 1/2"Ql THRU CONTR COORD W/DOOR SUPPLIER � � ; � BOLTS AT BASE P - -� ' - - � � � 1 1/2"TYP � � (2) SIDES �1/8) � PROVIDE PL3/8x6x10 � TO SPAN BTWN DECK FLUTES 1/4 2-8 � � - - - - - - � - _ -N � I � I 0° I I I ti � I �° I I N ' � I � � � 1 1/2" c��c=� L 6 �" _ �'-o" GARAGE POST BASE 463 Beaver Dam Rd. DETAIL TITLE: GARAGE POST BASE DETAIL N0: MARTIN/MARTIN CQNSUITIXG EqGIWE[RS - 225 M�C�N nTHEET.6NIi�'P:1,EDL7ARLr.:O_�JNkCP S1b32 S S K_ 4� tARiN 1,ti.,�:6.b;r:;WiF•..R!INR?plllY.CU4d PROJECT NUMBER: 13.0291.S.01 DWG REF:6/S322 DATE:04.08.2015 E , - - - - - � � N N _ � � � N N I --1 I � I I 1l4 � � � 1/4 � � � 3/4"Ql THREADED ROD WELDED � � � ON HSS CL, TYP � � � WASHER TO 114 I ' i ' WASHER PL 1/4x3x0'-5112 WI A N G L E 1/4 , STD HOLES ON WASHER PL � , � 1/4x3x0'-51/2 W/ 13/16"x 1 1/4" , � � � VERT SLOTTED HOLES SEE 6 1 S322 ; ; ; WELDED TO ANGLE FOR ADDNL INFO ' ' ' � , � ON GARAGE POST ' ; ; ; L7x4x3/8 x0'-6" LLV, W/ , ; ; (2) 1 1/4"Q�HOLES � �__� � CTRD ON HSS � - - � - - - - - � � � (2) 1/2"0 THRU BOLTS AT BASE PL Q PER 6 / S322 6 �" _ �'-o" GARAGE POST 2 463 Beaver Dam Rd. DETAIL TITLE: GARAGE POST 2 DETAIL N0: MARTIN/MARTIN CQNSULTING FTGINf[RS 225Met:NS.HEET.btr'fT�'1C1,EOl4AN.l5S.;LYCN.kC��31h3< SSK— �J ta1Ai1{y,...r�E.S:A::H1P.RIIqR'AF.lIh.CC�W PROJECT NUMBER: 13.0291.S.01 DWG REF:6/S550 DATE:04.08.2015