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Home My WebLink AboutB13-0006 REV1 plans GROTTO ENG S8-1 S8-2 APPROVED � @W � �� [ I � �, � � �s=`.�.� --:.-.��,1+° vo "?,,a `�-��°� �aa ��t� �6 ��'v 'sa"_,. Y. y' I I EXISTING HSS 4X4 `�+�, I� � j STEEL GOLUMN WITH �7 � _ �� I I EXISTING STEEL BASE ;, I � PLATE WITH (4)-NEW d '�`�. Vail, Colorado � f� I I I/2" � X 8" EXPANSION � � Denv�r, Colorado � ANGH�RS Frisco, Colorado %� a, � ��c� �� I" NEW NON-SHRINK GROUT ��, � �� i Shot-crete shoring shall be installed immediately after excavation of each �;�Y NEW 4" SLAB-ON-GRADE � I segment. r q� I I Monroe 8� New�ell rn<=t�,�e��, in�. � � �°'�� 2. The new pool walls will have to be designed for bearing pressure from the `!� � �� X �p vertical footing loads of the existing interior and exterior wall and column �' � ° ab-�oo ° � °�o•� °�o�o 0o e�:o�: x' footings, if these footings are found to be bearing above the pool .Oo°e�0o°v0 Oo°�Oo°v0� Oo°v0��0' i_iif ii��-„r„� excavation. The maxim�am footin bearin ressure under full live and ' ��t�-�f i� � � 9 p �: ��` ��,��iii�� ii�!�ii�!�' � dead loads will result in a maximum horizontal ressure of 500 sf a ainst �- -� -� ; iii� � ii iii_ January 21, ?013 p p 9 ;\ i-� - - �, — ii-� — � the pool walls. The horizc�ntal pressure against the pool walls will have to _ / — be taken into account by the pool engineer for the pool wall � / - Victor Mark Uonaldson Architects reinforcement. � °� PO Box 530C) ,' � LOGATION OF ? 3. The new ool structure will be constructed with se aration oints where it - ' EXISTING FOOTING �� Avon, CD $�62� p p � �,a �` will be adjacent to the building foundation system. All vertical pool loads �' will be su orted on natural soils inside the buildin A 2 inch thick oint �� Attn. Mr. Chris Juergens pp 9� J e� ' will be installed where tlhe pool structure i� located above the building � � � �� footings. �T 11 NEW 16�� GONGRETE MOnrO�i CX. NE�iWE�ill PIER WITH (6)-tt5 ��Q Re: Remodel of Residence at 45 Forest Road - Installation of a Pool i�n (�� /ERTIGAL Ah1D #3 TIES � the Existin L�vel 2, Vail, Ea le �Count , Golorado M&N #8281 4. A soils engineer for the building will inspect the excavation of the new Engineers, Inc. AT ��-o�� g g y ( � poo l s truc ture to determine, i f t he installation of the pool will require „' , Avon ''ii,_ ,-ii ,; s�'" additional structural support to pre�✓ent impact on the building's foundation P.�. s�,� ,5�,-, u� _ - 3� 70 B�nchmark Road,Suitc 204 �j� Gent�emen: S�/St@Ill. Avon, Colorado 81620 �/ - — (970)949-7768 `�� II-' -�I��i �� FAX(970)949-4054 � - Monroe & N��well Engineers, Inc. participated in a team meeting to discuss the Monroe & Newell Engineers, Inc. have rewiewed the structural documents for the EMarL <<��n�,1,��„��>�-n�W�n.��>�„ .�� installation of a new pool on level 2 in �the grotto area of the residence at 45 construction of the new grotto p�ol and we have determined that the foundation Forest Road on Janu�ry 17, 2013. Maximum Comfort Pool and Spa, Inc. issued of the building will not be impacted structurally by this feature. During Denver � A 1701 Wynkoop Su-eet,Suite 200 � New �4�-�s x�I D,� construction documents for the pool and Solgreen Engineering and Property construction we will visit the sit� and observe the condition of the foundations De„��r,c��-<<a��so�o� �!. Solutions includin a �tructural lan, sheet 1 of 1, dated December 11, 2012. and provide structural support fo�the design team o�the pool, if required. c�o��3-4�� ., g � FAX(303)623-6602 EMA1L dsmcr a moiv�oc-ncwclLcom �� The existing foundatior� walls and footings that are located in the area where the ��. new pool will be installed are within close proximity of the pool excavation. We MONROE & NEWELL ENGINEERS, INC. � _Illii - ' I� NEW (4)-�5 EAGH WAY Gy�1 have reviewed the proposed pc�ol construction and excavation depth and have � ,.��" _r.i J ' � the following structural requirements as the Engineer of Record for the building: �... - ° ,ii=u ��i�i'=��_ '� �C.b� . ��. II •� , . II=�II=I . � .- :.. �: ',; �`�} � I��-� ; � p`r 1. During the excavation for the new pool the contractor will have to ensure Hannes Spaeh, P E i r�.: �` �'� ;�� : � � ��' ,.�� `� � �� = � Pri :�t..� `�'.�y��;_:� . ¶ p ,�l that the soil ur�der the interior ar�d e�eric�r footings is stabilized at all 'ncipal � , L ' / - � �°' times. Shorin g of these soils will be re quired to prevent settlement of the '1 ` °� , , _, y �� , ' -� � _ _ - � - / ; _ - , � ii_� �_ ��? � :..:��:; � ��i,� �� i � � structure above. The use of shot-crete shoring walls will be used. These ,,, � � � �� „ s shorir�g walls �hall be reinforced as shown in our structural document�, �`� �� ' .,�'''�� , g��•.��. , i ��; i i i i i�- i i-i i i-i i;n _ X - .. � �� t'�!. ; iii� °j Q ,A' sheet S8.2. The soils adjacent to �the existing footings shall be excavated �; ��`�' �';� � �"� �� ; �_ � t � , in thr�ee segm�nts as shown in our construction documents, sheet S8.1. f' �s�_ ��C.1 ;, x u: - .�* ' -�� _ _ _ _ -_ �� . . POOL STRUGTUR P, ^r/( � ��'�,, NE W SL I P JOI NT .�� ` -� 4._0�� -�° �. ' � 4, Monroe&Newell Engineers,lnc. 2 Lot 45 Forest Road ��>-�r.monroe-newell.com � (M&N#8281 i ��,, SECTION ,4T EXIST(NGc COLUMN „ $� � January2l,zo�3 - `�., 70 I3enchmark Road � tiuite ?04 o P.O. I3ox 1597 �� Avon, Colorado 81620 _ �� (970) 949-7768 • FAX (970) 949-4054 • emaif: avonQmonroe-newelLcom � s��, F., �, ,_ 3/4' _ �'-O" � ,. ,.,�„ �, ui rr r ii � � : - - - - - - - - - - - - - - - - - - - - - - - - Z Ln 4 - - - - ON EXISTING WALL -I - - - I - �O� F - L _ _ -_�� - � _ - - - � - - - � O � � � I � cv � - - - - - - - - - - - - - - � - - - - - - - - � � FOUNDATION NOTES: � � � 6'-6" X C�'-C�"X I'-8" V RFRAME � 6'-6" X 6'-6"X I'-8" � z Q Q .� FOOTING WITH (10)- � �TAIRS �. ELE�/ATIONS SHOWN ARE AGTUAL ELEVAT�ONS. GONTRAGTOR EPDXY-DOWEL �5 X , � - FOOTING WITH (10)- � Q Q � N #5 EAGH WAY I # � 6" DEEP INTO ry - - I � i i 5 EAGH WAY � i i SHALL �/ERIFY ALL ELEVATIONS SHOWN. � EXISTING WALL I � _ „ 1 �� I 2. [XXX'-X"] INDIGATES TOP OF FOUNDATION WALL ELE�/ATION. ^ AT I'-O" �,_�„ � I � 4 8 N i I � _ 2'-�' S3.1 REPLAGE EXISTING w LL �o„ I � � � SLAB ON GRADE 3. (XXX'-X") INDIGATES TOP OF FOOTING ELE�/ATION. (V � (�V I (V � ��.: �;�� i - _. �,��.s�� — — — -� WITH NEW 5" GONGRETE � � � � _I � N NEW I "�,, I SLAB WITH 6X6 4. GONTRAGTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS z O ��:_' NEW '-O" X 6 -O" X I'-O" � - � d� GONG ETE `' � '� W2.1 X W2.1 W.W.F. REPORT. � �� PIER � FOOT NG WITH (8)-#5 I ` 4�_�� Q r , = PERMANENT SOILS ANGHORS 3 I EAGH WAY i L FOOTING STEP � � � 5. GONTRAGTOR SHALL PLAGE (3)-#5 �/ERTIGALLY FULL HEIGHT OF J v - THROUGH EXISTING SITE WALL � � � � 820'7'-3 I/2" WALL AT HIGH SIDE OF ALL NEW WALL STEPS HIGHER THAN 4'-O" IN AND PERMANENT SHORING `�3•2 II'-6 3 — � w LL - J � _ � TOP OF ADDITION TO NEW WALL REINFORGEMENT SHOWN OTHERWISE. � W WALL BELOW EXISTING SITE � W °; V` c P d' � _ SLAB Q WALL EXISTING � g,� I � '^ I 4'-I� /16" I � I " � - � � � I ` m N O 6. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF � HSS 4X4X1/4� �, : � � - -- - - - - -- - - - � - - -- - - - — _ — - - - - - - O � i GOLUMN I `g<• � � I �8� 5'-� V2") �� PLYWOOD FLOOR SHEATHING. � Q FOOTINC� STEP " � � I I ' E�XIST NG TOP � � i i 7. FOOTING ELE�/ATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO � _ ��<�„� 0 � I F F OTII�G A BE LOWERED DUE TO SOIL GONDITIONS. �/ERIFY GHAhlGES WITH W a 5 - - - - - - - - - - o , - � �4 - - - - - - - - - - - - - - - - �/ _ _� _ _ _ � ,��T��_ _ _ — — — _ _ _ _ _ _ _ _ _ _ _ _ _ STRUGTURAL ENGINEER. � O I ��, `" � 8204'-10 I/2 8. PLAGE SLAB ON GRADE ON STRUGTURAL GOMPAGTED FILL OR O LL � m- �4 � � �� HSS 4X4X1/4 � � � W � Q� � � _ HSS 4X4�3/8 � I GOLUMN NATURAL GRADE AS OUTLIh1ED IN SOILS REPORT, SOILS ENGINEER ,JQ} � � � = J Gp a 2 SHALL INSPEGT ON-SITE SOILS GONDITIONS PRIOR TO PLAGEMENT � � I— I ��Q � I � OF GONGRETE, z (n I W u � � � - � L Z J i 5 3.1 i i W w '� �� "' ' `�"� � q. UNLESS OTHERWISE NOTED - ALL NEW SLAB ON GRADES ARE 4" � N I �~ V I (`V�I 58.2 I � Q� , THIGK WITH 6X6 WZ.I X W2.1 WELDED WIRE FABRIG. Q LL iv 3Q � - - � I X = QQ � �o � I Z W W I 6 6 I I �N � - � I Z L �>� � �� 10. PROVIDE GONTROL JOINTS OR GONSTRUGTION JOINTS AS SHOWN � CI� O �p ^� II'-O' 10" O� � -' # 1�0 r; .� I � _ V O , O N F O U N D A T I O N P L A N. M A X I M U M S I Z E O F E A G H A R E A S H A L L N O T W U-- "� TO I RE AIN I 5 ALL ry:� �� I � O O I I 0 1(V �' N I � Q J � X�� qj EXGEED 100 FT? Ln � SHORING ANGHORS r O � �9� I � �� I II � A� i Q � �`Z \ � � � II. GONTRAGTOR TO GOORDINATE ALL DIMENSIONS AND DETAILS � TO STABILIZE � ' I N � �-+ I Z "�' I I "":,&� i v d Z � �\ �� WITH ARGHITEGTURAL DRAWINGS AND EXISTING GONDITIONS. PERMANENTLY �� I ry HATGH IN I } 4 I 8 I i � � � � W O O� \� \� � i i 12. GENTER FOOTINGS UNDER WALLS AND GOLUMNS UNLESS I r ROOF SLAB I � I �`; � I _ � �� 1 DIMENSIONED OTHERWISE ON FOUNDATION PLAN. � N I � � � � �'� � 2 \��1 � 13. REFER TO ARGHITEGTURAL DRAWINGS FOR STAIR FRAMING DETAILS Date 08-13-10 6 - - - - - - - - - —}-Fy -5��- - - - I - - - --� i - - ,L - -- - - ~- z 0 - - �, I - - - - - - i - - - —i AND LANDING SLAB ELE�/ATIONS. � ' I � I " I � I � Q a � � � 14. ALL SITE WALLS NOT SHOWN ON THIS PLAN SHALL BE BUILT PER DraWn By AVN �; 10„ � I I I ARGHITEGTURAL LANDSGAPE PLAh1S, DETAILS AND ELEVATIONS. 53.4 � I I �� i 10°' i _ Q� � � i i SITE WALLS SHALL NOT BE GONNEGTED TO THE BUILDING UNLESS � � � i �> 4 �� X� � � � NOTED OTHERWISE. Checked By HS >- - = L � _ _ _ _ _ . � �W� I I 15. PERMANENT SHORING SHALL BE INSTALLED IN THE LOGATION ; � � — �' �I Z � - Project No. 8281 (!�70� i� ��2 ) i �W � I I i i SHOWN ON THIS PLAN. SHORING SHALL BE DESIGNED BY THE r I FOO NG I �, L _ — -� �� ._ ._ _ � z � r' � SHORING GONTRAGTOR. SHORING DESIGN DOGUMENTS SHALL I - - - - � I I THROUGHOUT 'f �� -,s'�°°� - �W � I � I I BE A DEFERRED SUBMITTAL. Revisions '}• � ,� i t(1� N � rr � � i i I6. EMBED PLATE SGHEDULE RE: SHEET 53.3. I N _ _ _ _ H S S 4 X 4 X 1/4 � I � � Revision �� 07/23/2012 Q - - - - - - - - - - I - - - F - � - - �216'�/_4' _ _ — � 1 _ GOLUMN - - -�� - - - - - - - - - 1 � , r i � i � � i i i Revision �� 11/20/2012 o O I ry I O �9 2 OO�TIN I I i i � ��l� � � � �l � � � �� I �l� 12 ° N � 0 � I � 58•2 I � Revision� Ot/10/2013 � - i N W PO L Ir^IALLS i I I i i N � � A D FL O �LAB i � � �� Revision 13 � I 01/21/2013 �� P OL AI D ��NG RT I I 4 I v I/4" = I'-O" � � a, - - - - - - - - - - - - - - - - - - - - -� — i- - - - - - - - - - - - J WALL N -� - - - - - - - - - I (8204'-� I/2") - - - STEP - � - - - � � - - - -I� i 53.3 - - - - - � - - - � ReVision 14 OS/31/2013 � � 1 - �- � - � � � THESE REVISED DOGUMENTS FOR BIDDING 8 BUILDING PERMIT RE-SUBMITTAL � a I I � � 26,_4„ 6,-4 �i4„ PREPARED BY VMDA 8 GONSULTING ENGINEERS AS ADDITIONAL SERVIGES HAVE o g3,4 �� FIRST EXGAVATION � � REGEIVED AMENDED DESIGN REVIEW BDARD APPROVAL FROM THE TOWN OF VAIL. � � 532 SEGMENT FOR POOL � � I I THESE ARE PROVIDED FOR OWNER REVIEW, REVI510N5 b ENDORSEMENT OF � I I REVISED SGOPE OF WORK 8 INTEGRATION OF GONSULTING ENGINEERS WORK � I I � � PRODlJGT A5 5AT15FAGTORY FOR SUBMITTAL 8 GONSTRUGTION. OWNER DDES �' Q'-3 i/4" i5'-3 i/i6" �- - - - - - - - - - - _ _ J UNDERSTAND MINOR ADJUSTMENTS MAY BE MADE TO ALLOW FOR EXISTING � L _ J GONDITIONS, STRUGTURAL, MEGHANIGAL OR REQUIRED FIELD GONDITIONS. � ■ � � GERMAN LARREA, OWNER or RAMON ALON50, OWNER REPRESENTATIVE DATE a 0 v ZI N � A � -� O N � .Z7 O N Q n D � � N � � � N Q � � £��Z��£�$0 .b� UOISIA3� rn c� N O £�QZ��Z��O �� UOISIAaa � 0 £��Z�01�� UOISIAB� j V D �ilO�i�O7i�ll �� UOISIAB� � ZtOZ/£Z/LO oi uoisina� ,.O-,i = ,.t�/� suoisina� � I `�� 1 � � ��, .,�� - �'� � �� 4p ��°A4 j '"�� 18Z8 'oN }aa�oad , _ 'NIW �b �� y �� .�° � ._:.:, b 1 SH h8 pa�l�a4� �i�-11 111 �ii_„_ �� ' _-i I I-1 I I-I I-1 I I-I I 1-1 I I- � 'd'M'M 'I'ZMXI'ZM III_III_III- A � III III-III. 9X9 HlIM ��?�OdNI�?J �, N�d �8 uMerd �e `�' � � �� II-III-111-1 -�NITJOHS J�TJb'Z10dW�1 "y� III_�III-111- �1�2i�lOHS ��d1SNi � - Ol-£1-80 a�eQ e�w IIIIIIIIIIIIIIIIII� i �� III-111111II, �NI?JOHS �1��1OH5 NI I-1I1= - J.b'M H7d� �.O-�I ld S# � -I I I-11 1=1 I 1=1 I 1=1 I 1=. `��._ I I I-1 I I-1 I I-1 I I- I-111-11L=111-111- ��dM �NI?�OHS � T 9`d'l5 aN`d 'l-l`dM _-____ I_ �l�cJ710H5 �13TJ N07 `�' � NOIl'd4N(lOd 100d ��-- � � ,.�`� � IIIII� � �� ,'; � — � �, IIIIIi 0 `s��, T � IIIII_ m m V� `" iNior di�s ;,, � (� Z �.� -I (� `, � ° � O/� „Z „Z/I b-.00Zg � m � � 0 � 0 � � o � � � �� Dm � o o � o < O 1"T7 � � � �� oy r °� � . � � �, m, ._ C� � � ° ` � OZ r p � , O m = � � o r o � � o � ,.z,� �_,sozg � � o _� � � o _� z.�s,� .��5 :�� (}� z �N1100d dNd "1'lb'M � � N011b'dNf10� �N11SIX� _z , . . �._. e _. .��-� . , ` v.:}� •�y,.. . �l♦ � � � � �.�-�� = �.'�7��c I. ....» � 8� `��''��'� ��.�� L 1�101 � � � „R�� '�1 � �.•e► � ��` _ gd1 �,'f�„� (� � `� �£ �� ,� � � w ��:,LG P �. : wr - ��.� `� s i � � �� ,�-ii 'i"i-iii-��. ��`�P ,�I-1 I I I I t-1 I 1=1 I I-I I I-I_ 'd'M'M 'I'zMX I zM J�`dM H'�`d� � � � �� , � � - , �� >�,> III-111=111-� 9X9 H11M �'>c�JO�NI�cJ �,O-�I 1'd S# H11M 1'lb'M _ 111=111=111= _c,NIc�JOHS .�c�Jd?JOdW�1 SIH1 �7TJOdNI�TJ '�10N -11 � � y �.. r � ,_� � . y -- - - ; ,:,I III III II � � �,.'• �•`'; __ �l�cJ710HS "11b'1SN1 ��O-.I = ��{�/� (� I I I �' � ` � � ��' �� " :- . �..::.�.: I I I_=_ .b I i I I-1 I �� .�.: I_IIII I I� � r lu o � o � ;• ��:�: I I I� I I I� ��, :I�I �° � ,. •; -IIII I� =1 c�NI�OHS �1�?�710H5 NI `�, A ' I I-1II1-1I I I_I � � _ - _ - ::, . , , .. 11=11 - ' � " ,> ,. y � , , _ ' `� ':::�� - - - .l`dM H7`d� .,O-,1 lb' S# LLIOJ' 2M2LI-203LTOLiI J T2AiI2 J - _ ��, �,: " ,_. _- - � � ,..�•i�. �� -_-_- 9�� y.;'� ''isi _ 11 ��' � �1�7�T� � '. . . � '_ . ... .:� - _ - - - ;.. _ _ _ .'. : - „ , ... . ::.>�. : -- -- - o I I II I II I II I I�� ;, _ - )xda - . � " _ ., .: >. 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