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Home My WebLink AboutPRJ08-0663 B08-0403.PDF � x � �. DIRECTORY .�, RESiDENTIAL S1'AtRWAYS SHALL Ct3MP�.1�' WITH THE FOLLQWWG. C� y � � a�: . . . . . . � . . � . . . � . . � . . - � � . . . � . . . . � . . .. � �.�O , @ Ntaximum riser height af 7 314anct�es anc�a min�murt�tre�dl d�ptl�+�'` OWNER: AIMEE AND BART VALI.S STRUCTURAL: DON ILLINWORTH AND A►SSOCIATES, IN C µ� �t�-inches with no rroare than 3�8-inch variattott 4370 EAST PERRY PARKVIIAY , P.817-64�1544 }� �- " 'f i� �'�10• I �Niinirnum v✓�dth of stairways shaii not be less thait 36-ttt� 3 O PREFABRICATED WELL COVER (,,�vE� �y+�� -e+�q�+�( W� t �Q-�- GREENWOOD VILLAGE,CO 80121 o Minfmum headraom elearance of 6-foot 8-incMe9 F�&ttJ'VI��"�L�P�sT C?t��t�F��ABL�VViNC3t9V6i F.8�7-�9-��J � • { not rise more tha�'t2-faot verticai{y 6e�A,f�rtdtng� C�R�?C7�R AP6�F�C3V�C3 F4R EME4�GEfV�Y , C.817� •�ta�rways sha! ir�)and windsn st�E�s ��c��aa�n��a�s�M��° ARCHITECT. STUDIO SPINNATO,INC. O . E�CLQ�EC� �[��E iJE�E�ER •�ee�R��or speciaM requirements of circuiar,sp 9 CONTACT: DON ILLINGWORTH � FlNISHED GRADE LJNE'APPROX. 3 BELOW WELL 142 EAGLE DRIVE A$ ��fA{R i i�-$�LL BE P6�C�TE�T�(3 ��tp�n risers are permitted,provided that the ope��ng betweest treAd� �� RESIDEN�FIAL GU�4��S SNA;L�. it the assa e Qf a 4-inch diamet�r sphere� dPEf�tRl��N�LL��MPL�'VVITt�ALl QF THE F'G�.LQWlN�: �Q�X�73 VIJITH � fltfl6�(tV�#Jnll 1/2-It��H daes not p�rm p 9 � � a SLOPE GRADE AWAY FROM WELL C�(`�5�1� �4�AfZD FIAUE A MINiMUiUI E�{E��f-�-f(�F o�iar�dc�rip size shai!be 1 114-inch to 2-inch di�meterin�'08�3�B�t7� tVl�lXllV6t16Ut FINIShi S��L�i�IGHT:44-{�ICHES I��Ft IR� . . � - - - - 3C�-1�C<H�S VV��F-6 (�PE�9�� 0 A handrail is required an a#least one side t�f the st�uway�� RltINIt�Ut��J�'i�L�AR t�P�hdIR1G HElGHT:24-IN�hIE� AV�N,�8�� ■� � — 4�IPJ1Mt1tVi iV��'�LEP��t�F�f�1l�G WIDTH:20-iNCN�S � � a'�. � I I-1 I I-1 I I-1 I I-1 I(-)I 1= _ 3�to 3s-inches abawe the tread nosing P.9T0.390.5636 .�: . I _ I_ '�'H�'�'A 4 1�9CN �PH�R� • ds ta be returned ta watt or termirsate in n�� I�itdl(�lJIN TA"CAL d��T�LEAR QR�NING:5.a�.�. � I I I-1 I I-1 I I-1 I I i�,I I @�tandra6i er� F.9T0.949.0948 �� `. . � I 1=1 �-1 I�i�I I I- !�/�N�V�T PAS�TF9RC�t�� andrai�s shali be cantinuous betw�en�andings , . . —I I I� CONTACT: JULIE A.SPINNATO�AIA .. ; . — ��aa�draiis are required on at1 stain�tays with 4 or tn��t��i��S a �I a . i— , CONTRACTOR: ANl�RHOLIZ� INC � III_ ' �NTR' , . ; _ , �� ; ! t. . . . PO BOX 296 = ; PRCVIDE R 10 INSULATION. , ; : ; ; i ; � : ' AVON,CO 81620 I I I_ IN EXIS77NG FLOOR JO�S7'S. ' ! ' ` , , — ; ; . i , , P.9T0.926.1490 I I I: EGRESS WINDOW: ; ! .,.. ' ' , 142 EAGLE DRIVE Ar6 — PREFABRICATED WINDOW WELL 17.5 SF NATURAL UGHT .; F.970.9ZB.'I49O ; � ,: , Poaox� = 8.75 SF NATURAL VEMIWTI ' ' ' ` ,,;. '"` . C.97�.3�.�40 _ , ., .... ; . VON�CO 81620 ,. ; . ,..... ; ; ; A ' ,, . ; , :: ; i CONTACT: STEVE ANI�RHOLTZ � .��< P.970.�0.5836 = ESCAPE LADDER � , , . . ' ; ,,,.,, > , — — — — — — — ; F.970.949.0848 � . . :.. 111= 101 —3 4 , , ' : ; _ .' . , , , , , I_ ':; ......., ; �; , — — — � _ ;� III: ' — — P ROJ ECT DATA — 99 —8-3 4 ', (= GRAVEL BASE ' : .�� '; T.O.SHELF. BA71i ' :' . .: . !.: � "�, � . a." '� — � ■ ;� NG. RESIDENTIAL .. a . : � . .. .: �.� � — ; . : : : . . _ _ . . ;: ;.,: , '. . ,. ' . < . . ' . . . < . <.. . : , ..;, . ; : !: : ;: .` � . 4 <. 95 5 ., ' . . , z�l� , . _ . , . T.O. LANDING . ,<. �„ ..> _.. , . , . . . . d . . . . . . . ... _ .. :. .. . .,.:,,. i•., :�<:..... . :., :;�� '., .�r,: <:�. � :_: ' ,:: \ .: °� :: i , i` '.. ��: .. .' . � � . . . . . .. . . . : . �� e� a I I I. � . . � .. � � r � . . f 1/ .. . '.: :. . -.:. .:' :' . -�:: ` .: :. .:� �� -:�: �. :-.: � . . � . . � . . . . . . e: . .. s. — . . .. � � � . � . . � � —�►. � �. . � � � 97�-��. .. . . � .: ,. :. �a"' .: a..., ... �,.,, .... .j � ..:.��s ...a ` ; ' < . . . . . . . . . . . . . , :, :.�...� : LOT INFORMATION . . . . � . r: , :.;. .. - - - - :. —111-1 _�►�: " �. ��...:.. � �� ; _ . , : , ; ,. �, , — : � .: ;....,. - 1-1II -III- . _ :, : ; ' ! ` ;��;�. . �� : ; `:. ` ..: PARCEL NUMBER 2101-12421-024 _ � a� ' ; ; ! ' , _�� = , r . — — i — — — — .i ;. �"p � �. : I — — — - - - - ;:,� .. • : ' I_ I_ I_I I r�: _. LEGAL DESCRIPTION: COURTSIDE TONHOMES PHASE II UNIT:24 �'�� ;� _iii_iii_iii_ :� , � ...... ,`, . ; g-0' ` , .� . ;:.:.. ; , , ; . ;,.... .. . >.. >, , WOOD FLOOR N ` ' . ' , ; ; . wEU. uRaiN s�s�� - o s��s ; ; , ,., , H�6BITABLE SF. 2081 SF _ u- � . � ON 2'RIGID INSUL ON 6-MIL i .... .� , , ; ; ,.. ., ��;, ;,. r GARAGE: 251 SF�00 SF EXEMPT=0 SF ' ct�n Tv RooM � ,;. . ,... �. : � POLY VAPOR RETARDATt .. . : ' � ° .; ��, � . ; :; ,.: .:.; : ``. ;� : PROPOSED ADDITIONAL SF: 667 SF 10096 UNDERGROUND=0 SF _ — woo� : . ; : . �� ; : � � - — — . � T.O. F.F. �a—lJ�l1a— ` ' : � , ..>. ��; �� ' .. PROPOSED TOTAL SF: 2081 SF _, , . , ; ; _ _ _ - � • - - - - - - - - ��„ ' � _I I I_I I I_I I I �. _ _ ,. , ; i �: : , �,. � � _. ' ,,_,, _ _ = s2 3/4 s2 3/4 .. , ; ,..�. i : �. ' . � . ; .� ' NEW LNING ROOM SF: 433 SF I_III_I I_i ,: , � . . .. , ' ' . .:.. . , . �;` R UIRED NATURAL LIG • 34.5 SF =1 I I-1 I I-1 I I-1 ,. : ', , ;. ...� , . '� :. EQ FIT. , Qu�n��.��....... ;;: , uuir�Qflw wE� ;. —I I I— I I I I it� .cARAC� REQUIRED NATURALVENTILATION : 17.3 SF . I I;I I I I _I —''\ :� � , PARKING: .�.. , .. .�;, ... _ ' ' !; : ' �`� ' . ��_ � �,..: �� , ! "11: ' ' >• .. ; . , , .; ��; . ,: ; ! . : . CO ' `, ' ` >:;. : GENERAL NOTES. � mmuntt�iD��ela meM�fep�r�ment, , , ! „ •, •� �uildin . ; .. ; ; ! �af� :�rtr�ias ect►an Se�ce :: . ,; .. : �'O�NOF YAtL 8 �Y � . :,� ' � ° ` ` ' ! 1.ALL DIMENSION TO BE VERIFIED IN FIELD.CONTACT ARCHITECT WITH ANY DISCREPANCIES. `., ;; _ i , ... .� . 51TE .PLAN : .::.� : � ' SecNo ; : . .: 6. � PARTIAL SECTION � . .. - � " ' 2.COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE TOWN OF VAIL BIULDING DEPARTMENT Intem ' . . ; , ' . , WINDOW WELL SECTION : �: ' afior�a!Bu�fdEn Codeffnternatton&i I��st��n��[ .: "' ., ' , . :: , . .; .: 8 0� . . g . :: . ;: ' e aUdiry of permiG The issuans��rr; rantsn ` � �' A 1 »_ � » � g ot a permit snatt �.:: N��! TO S�A�,E . AND ALL OTHER AFOPTED BY TOWN OF VAIL. � 1 4 —1 —0 na t be construed ta be ap � �rmit for ,or�n� �ava1 c�f an ui ta` ;,,N q � ._ ._ . PA �, .y o ircnaf � 1 2 -1 0 any aithe rovfsions of this / . P Cade A�df�tty ofhetjDrctinance.of;the 3.SMOKE DETECTORS,MECHANICAL VENTING AND ELECTRIC OUTLETS TO BE INSTALLED PER CODE. . . ` . ; �utisdictwn.Permits presummg to giv�autho'�.y tb violaf�ot cancef tM : � e 4. INSTALL WINDOW WELL PER MANUFACTURER 3 RECOMMENDATIONS. provisions of this cade or other ordirtances of th�jurisdictian shafl na4 b� � vai�d.The issuance of a permit based an canstruckEoa documents a�d .. other data shail notprevent the bu�iding officEaf fram requiring the � carrection of errors�n the canstruction dacument�and ather data.Thp ' , building official is alsa auth�rized to prevent occupancy or use a€a structure where in vielatian of thi�cod��r of any ather aMinanc�s ot � :his jurisdictron. -°�_� � �, ( N PLRNS EXAMtNER:,.�,�,�,.�' �`'`�-,""'�C9ATE:.°�f� � „ 0 T.O.W.(E) = 99 -3 W Q ' T.O.F.(E) = 95'-5" ' _ _ _ _ _ _ W _ - _ O oc 0 � �.� � o GYP.BD.ON 1 1/2'FURRING � � � � 4 � STRIPS W/CONTINUOUS Q _ � I FOIL-FACED RIGID INSULATION A/1 Q � � � ,; — — — — — o�sro omsr y I �R-7.5).JOINTS TAPED. NOTCH � , - AROUND FLOOR JOISTS ABONE EGRESS WINDOW w ► � a�u sEA�. � J � M � � � � � � y � OPEN T0 BELOW �i � � � � / �� °' � NEW WINDOW WELL - � / Z II II ELEV.= 95—0 N � I � ctinNROOM 1� i .-. � 1!� _ — - - , + - ( LIVING ROOM �v WOOD ESCAPE L DDER � +101 -3 4 � 3 PER IBC 301.2 • . �t4 FRAMm WALL � � oo O WtTH R 15 BATT �? � � ~ ~ INSUTA7'ION. CEILINOIii: 4 re _ I I T-�AF.F. � A 1 xr � � �� I �� — I WOOD FLOOR ON SLEEPERS W � I I ON 2"RIGID INSUL ON�INIL� _ � _ I '' POLY VAPOR RETARDATION N �� ° ON CONC.SLAB I O O � II - , � � C0 I � � o � I I � � �� '�� I— - ° ° I ,��- � - = - - - - - - - - - � II NEVHCOLUMN � , —$o��- ( PER STRUCTURAL I I ' PROVIDE HANDRAIL 7-T .-. T.O. SLAB v ,i � A 4P�$osTo 91 -10 PER IBC R311 RG _ °- ` t"` REMOVE WALL. T.O. F.F. �`' . '"� � � G� — D _ � U 9 �7�4' N� � ''� 5 STAIR DETAIL PROVIDE STAIRS r 92 3 4 � �_ �`,�, *� LANDING F.F. DOWN 3' � ,�. p� `� W> �' � �G�`` q � ._ ._ » 109 —10 � � � SHELF HT. 97'-5" o A � 1/4 -1 0 0 DN , �1/Z' 3'-�' �` �'o` D T.O. SLAB E � 7— ' " - � » . 5 i ti � _ O UP T.O.F.(E) = 97—5 , p O ELEV.- 104—1 � » � A/1 R T.O.W. E = 103 —9 ( , � ■ 97'-1a'� 9T.8'' . (N) BATH 2 ' TILE LANDING �'a` BATH ACCESS FRO LIMIT OF � ' ` � CEILINO HT. 2''4�x r�,�a�.r�,..� ELEV.= 114-3 3 8 O `n �n r B$ rr�.�.rdPo�w�wwww�., CLOSET TO DISTURBANCE I � � -0'A.F.F. rt,.pop.q�orera�apr.ro,,r�a ; STORAGE ABOVE �� o ^ �' '� �- `, . �� ^.� � rn SHOWER � ' w■io�ifnwAlrn.�ials�an II II CONTROLS �� J ,� � der,�sprrrlo,r+a �. , � w� . . ENTRY w w i. �' ' .�a � DUMPSTER STORAGE EXISTING �� . ,- � o N , IN GARAGE +1 5-6 1� o o � � 1� , II II . � ~ ~ �-81/2" 4'-7112' 61�. W w � � < ... �� CL�� Ca4B. � 3 1/2" HARD WOOD o 0 , s GYP. BD. ON 1-1 2" , , � � � FURRING STRIPS W/ FOIL �.. . FACED RIGID INSULATION 7 BEDROOM .. T.O. FOOTER EX. A/1 JOB#: 0809 , . : ELEV.= 114—3 3 8 . . � `. r . ` � � BUBA�iTAL 1�1d�Od ;<.^ W � v _ � CCI�EIri'8 iJdOo ` r ' � , Q ., 2X FRAMING �' �. � 3 < .£ �� T.O. SLAB N �R�Ou�t� S� �Gi'o65 �► � �t+-4- � : .< < 'rt� ��o�i" ,�s � .,,, £ ,¢. .. ; . U"� � ��T�N �p�a., at„ .' . �� . T.O. SLAB (E)„ � ��3 , „ �ELEV.= 103 --11 1 —6 Aa ,. •.:� .M_ 4 WALL SECTION EMENT PLAN A 3 UPPER LEVEL PLAN 2 MAIN LEVEL PLAN � BAS �..�_ A/1 1/2»_1'-0» A�� /4"_�'-0" '�`�� 1/4"=1'-0" A�� 1/4"=1'-0" ..��M_�.W� _......��,��_, �..._.�__�� ... �, � � Z 0 � ; �--� : � w x � � ' Sht 2 1'-0° WIDE STEM WALL � o 0 0 . � r .. � ci ci c� . . , W �,:........ ...............................................:. .... ......:.....::..:.......................:..... ....,....:......... ... ..........: � , r : .. 2x4 WALL 70 SUPPORT I \ \ \ E .�: / ....��,... ,,•!,� ,,'�'� ` .✓..�' � . EXISTING WALL & FOOTING FLOOR AND WALL ABOVE A .-, .� .� �.� � �� .��'�G�'�� ; .., � � . � . :'� '�{ . . . � � � � +f 1f 1 . .. . . . . . ... . . . .♦ .. . � . . . . . . � . . . . � �. . . . . . . . � �. . � � � . . . . . . . . . . A I a ``� ' T.O.F. = 95'-5° ' �; ..�...� �_..�E� �"� r;,w 't,. � �_ „ � ! � �� :.� '� •�-�., ��.......� � I=._-:� I i::__€ ��- .. •,,� OPTIONAL LOCATION--� 1 0 MIN E-+ q - � .....[ _...__ ; :; . ; ...� snt 2 € o � '� `° �� i�� = . FOR 2x4 WALL T.O.SLAB z ,._, �., ,..., _ _ . � , , .., A W A � I _€ E . . . _ � Sht 7 :: -� �� NEW WINDOW WELL _ . , . � . ; 4° SOG �: _..��=-=4��'--=€ � I� ..; .. . , :� ��: � ; _�� _�_ a: 10 — MIL POLY ': ELEV.= 95—0° �:� 1 �..�:::� � �•� . ' , . = { Jj4 BENT DOWELS � 18"OC ,i � . . .. . n . � i� . .. . . . . �� ' , �. . . �� -� . . . � . . . � . . � . . 7C . . i E � a---E— 3 € E�_••—�-` �` . . . . � . F.�= #4 � 16 OCEW :: � �:;_� I�;=`f��•�• . � `„� ; � E !......_�( ._...� � I_..:` Z Z � T.O. SLAB � w 3 • , �:: � . . �� . . . � � . �,�,e^ . . . . . . . . .. .. . . . . . . . . . °E ��•mm;•j�� E i•,-��3t E . . � . . .. � . . . . s"'� � . . � .. /' � � . .�.._3 . � . . � . . � . . . . . . . . . . � . . . . py � V .. .� , „ mml � I:..._ I I��.�. . �---- . . . , A' i . . — . . . �" : . � . . � . � . . . . . . . . . . . + 91 10 f,� ; €=€ ��.:�..I--�� v] d W � . """ ..�..__ , v -� . � � ,� : I.._...II �._......� � I_. .e .. ; ..� Z ; �: .._�� ... . � x : � — _ .. ...� . . 4 " ..._...� , ,; ,` A -€ 6"t , 8" ,' 6"t f 1'-0" or g" � � e ,` � ` �.._.....�,�m , „ q v , ' CONTRACTOR's oPTION: ; � I__ - . , ....� ��..._....� , ,�` .,° �• �EXISTING WALL & FOOTING � • , : • .........; � _ ,. , , . > . !,' STEM WALL MAY BE '. q �E�....� � �...�� :� �,<�P.. ;,', SEE PLAN N � I �, . . ; „ ,, ; �; ` ._.� �� ., , a .. . \ _ : �.......;;..�..�� 3 , � . MIN.: 9 MAX.: 12 '• Sht 2 ..; �f.....;.� � �......... •.. �.. , ,A.. � o � . � t.: , ....{ :� � ; ��j � ; 3 3 ` , . . . . . . . . : � .� . . . . � . . E� E� 3 _, ' .t. � . . . � . . . . . . . .. . .. . � � . . . . � . � � . � . � 3�E�� . . . ! � . . . . . . . � . ; � . . . . . . . . . . . . . . . . . . . � . . � . . �� . � . . � . . . � ' . . . .. . � � . � . � . . j € . . , . ��----� i � � • � � ' 1 ..�� 3_..�...f � 3-E—� � m .. � . � . � . . . .. . .. . . . . � . . . . � . � . i " . �' ` � E ' . . Y�i fM_...�..I m E....�. E �...... . . � �� .... _�_- � , .. ' � .. �......_,j 3._. C� . ,.•"E ,, , ...: . .... ......... ., � < � " • . , - ,_........� 3 �... .� �--� I 1—�, � , O , . T.O.FOOTING .i; � ..�� T.O.F. = 95—5 ::� :�� ... ..� � � . �— .� �........: E�:.°::.�:; .. w o . . . . . ,.+" . . . . . . /'i ��i . . � � � . . .. .. . . . . � � . . . . . . . � . � . . . . � .�� E-mm� . . . . � E-----� 1---i� ��—� � � . � � �O . . ,.%` .✓'�,.^ . . . � . r'; `._.�..... ° , [� i� 'JC �` D ..� s . . . !, F� '— � �-+ :f° � � :_ . �...� �-�� _.._�j �_�.. � .: ; .. . ,�� ;; ..... . a , _ �. : ;: ,; ; .,r; . .. �: .: � , ;� .. €, . � �, ,fF NEW 4x4 �� ' ' �... �, - . , € sht 7 ; :: .� ;: NEW WINDOW WELL , _ . ,.. , .< ° � i .. � , •. ° � ,> � 'r i;, �...� . � � w �,. „ , _ � : :�:= . :: �-:� .,,.. , , . , , � , _.. : , , 2 „ , ',� _ ...I!� -f I �--�� 3 I_;��I I ; . � WOOD COLUMN ' : :: � :: _ �_ �� , . , .,, .. . >�. ° , -'. ., . . � SNEETROCK HORZ = 4 CONT � 16 OC MAX . � �.. > )� .._.I (I_.......i F �__. �.. _ � ` '�, ti �e ` � ; ELEV. 95 0 , . , # � �n i . . . � �� 6 � 1___. ---i_ �, �, „ W � d, , , . <.. ' < ,, " . •p ' , • ; ;, ., ., ,,f� :: .,_,a - . � ��- . .. . .. , ., .,-`'". . ,�, ,..;;r� „ VERT = 4 CONT � 24 OC MAX I � ...� .., .... I •. 6 t , ' 8 6 f NEW SLAB w F� i' : i= ; 1 INSULATION # i � � �� I- . , p '� ' ; :; � s : :� ..........;;; � �.......... ........ :_.... �-.-.-€ �°: :�.;�� . �� -�— NEW CONC WALL ....- _ �� „ z "' "' �� I k- ,�..:�., : ° € ; < ' ��,A ... :�..�_: .:_.. z o ' � . :.._ ..:..__.......... E..._.....� E.........E : 6 MIN ' . �` f •. > � �:�° =� I `•.=�E 1 . .,'�° e' 4 SOG 10-MIL POLY ; Sht 3 : :::•:°:......._ .._.. ......_ _....._ ..,r � � ,:.;:. � NEW CONC STEM WALL , w E., oo w � ...... �..._. €=.��:1 _....._ _. �:..�� I f.._�:I I —: I I--.�I I 1�-.=1 I .�• ° � . ;=„� .,, _ � �:-::::, � :::..—.:: „ .�..� � . „ � � � /�_ „ � , �._.._.E ......... ......... .__._. ._._ ..:; , i',r_.' <. N � . ._ E ; �, �-.-� � , , ., 4 � 24 OCEW � . �' ; 1'-0 WIDE STEM WALL .......................� { �1�......... _...__ �_.�.._E 9 ,��. , ;.�.,• : CONT. KEY BEND BARS INTO STEM I . .. . : �..�... ._... ;_.._... : .. . . . , � d co eo , I 1 I;_._._l I:�._....� 3 I---.-� . a ... . .. E� . . . . . . , . . . .. ............�........... ... i::�•-Y».. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . ; � ��:::::,::::;...:-:;.._�=r==;::�::s:::�:�::.:::::::..:::�:�: FOOTER STEP � t____.. � ;_ w � m� � �mm.'I :3 Z :: € . . . � . , } ; _ : � ,_ . •,.Y.... � -� �� • T.O.SLAB '-'a�� ' � • � �. . . , . . ! ��mm--�� ;.� <-. _ .� .� � . � • , . . . _ . . � : :::.�: � . . �= : ; , . ;.,., . , , ; ; : VERIFY LOCATION _.._ � ._..m_ . .•..; '1.�. � pG `� SINKO FLEX WATER PROOFING Q '� ' I 1 ""° ` � . \ , , � ; ;.. ; : : : : € .. . .�•�.�. � .. �� . _ . . . . . —� co co ...._.. ' : �_._. f� �—� � :....__.:..._._........_.......... ..................................._....__; , . . ._.._ .__. �. . . > CONT. KEY � �.. ---� ...� E._._ . . . ..� �.........._;......,.......o..............�......;....._g....., : . . . . . �� ._....E ____ . . .. , � � . . . . . .. . .. . � ._.._. . . . . ... .. C�2 �i v v - ,�� . . . ; : : . . . : IN FIELD . I I . i Z. .> .. 4 `ADD L ON TOP OF SLAB REINF i� � �_.. , �=�. �� .. -�: : : : ; : : : : : ( � . . . . _, # -�� :-.--:� � ��=� . :.�. . � i _ ...._� 2 �-- 4 'u., z �.�.:_.,�.t.��. � — � r-' .... ; ; ; : ; ; € ; : : __:_ � � — € ' I � —•€ �� — . : •.:.... ....:......:.............•..:..... : : , ,,..` _, . • r" . ; _ _. SINKO FLEX WATER PROOFING z f _,:�. _,�__ NEW SLAB w T I �_ H CKN D EDGE . . .._ __.______ . _..� � � a9'' : ....-�---- v.._W_ . . _ -. . � � � � � -- , .�''. ---..._._....._..__._,..............>............::........z. .. . . .. ' ` ` . —''� , .:€ 4 CONT � 12 OC MAX r �: - � � F�.'..._'� AE�-� 3� . , : ...... .�._._._... r � ............................................................ .. ..... # _ __.. ..� ,.', : . ..� �---� _ . : ......:_ •..__ '. , , . ; ' _ � : . � _ . . . . , , . . . . . _� �...j, ......�.,. �_ . . . . . rr.. . .. � n � ....... mm '. ,A ..• �.. ..� "��, ':' , ..m..�3 _'....._. ..�E �3 �i�I .....� �...�� .mm. . . . . . . . . . +.`......:.......i_......i.................... . ... . . � � . . � . . . . . . . . . . . . . . � � . �� . . . . . . . •____�: . . --�-�-T�--- __ _._.., . >, .F,,. .•,.� 4 SOG 10-MIL POLY ' � �.. , ��. : 9-._.� o c� :�£�.� I��--: - NEW SLAB w/THICKN D EDGE �.. \ !�:�= � ' � �I---� ��,��-€ � I _I I I-I I : ,� I I,--=I I I�; I {-�� . . . . . � a t �� E . . . . . . . �. . . . . . n� . . . . . .. . � . . � . � � ' -� � � . � . .. 3 . .. . . .. .. . . . � . � . . T.O.F. = 97-5 : : .::..._t......; ` -�i =--�- : , � .:' 4 C� 16 OCEW �t� . , „ ,: : , ; .;. : � �_....._�I�_.__� . = .., . . # „ '`.:: 1 i. ' � � . 3 -0 .. � . : : , ,. . , --�- � . , a � -�--_, .� #4 CONT � 24 OCEW � ..ri �- I =� � � , � A ,.:' _ ; i , € �. - . . CENTER IN SLAB ' ° " ..._. .." .. . . , . . � . � : __,..�---,. .i��',�••.. T.O.SLAB . , r�', _ � _. '., � , A°`',• " G• ',�:•, ............>.........................�..............t.:, ,w...............:...._._ .....�! [ � i . _ ,_ „ ( < �.� .� .._..:. .._...... __�_.. __.. __.._. " .......� ADDITIONAL REINFORCING � sr,t z ..._::....<:..._..__.-----.._..._........... .:.. €:..:...._.._...::....... LOCATE IN STEM ....__.� ....._.. . ., .� ... ,. _.. ,.. T.O.SLAB - 91 10 , , , .. ._., � _....I . 't; : ,I !�� •��,. I .. E ....€ � . E._.._ � .._� .� „ M�-i � �, . . r . ;��f';--�-- 1"-:--.i € }":...,:;: 4 � 24 OC .. AS SHOWN I I......... € � # -=•" =�A�=��=�==�=t�- 4 �� :i €_......; � �_.�: �� { -__._i --=f . FOOTER STEP � •- • � � � _�____�M--�.M—_�M= �.. =�1 --3 _ � l--�=� I I=I� �__._,I I�.... �i � � -- �� € .. ._ . . . . . . . . i: � � .. . . . . � . . . . . . . . . . . . . � . . e 3 r _"'E . . . . . . . . °i . . . . . . . . t . � � � . . . . . . . . � � . 3...� �� ACE EW SLAB DIRECTLY LOCATION . .. PL N VERIFY , �i I I�I f . � ...... --� . . � I_—�—�I �..� _: ..� ., I � .: . . _ . _ - —� � . .,....... . . ,,, :: . . . ::__... :� :��: �._, ... �:' �° — — . ,�.....� . . . _ � .: _�.._ . IN FIELD : . ( ' ' •• . . , ,, ...... . . . � � ° ' I�===� I I�,=-- € I= ON TOP OF FOOTING :................::...........:.:..:... . .: . , � _.___ . . . _ . ,.._..._... . . ..:�:� : . . . . . �.. � -� ��-----� � i � � ��I�f�11=I��I �.'� . i�_ o _. , .. , � � . . . . .. .. .. . .. .. .. ,. ---------------.................... : : � . . ...._ . . .................. . .�'"�'"..., _ 4 CONT CaD 16" OCEW ., �....._��i_:� � . ,;"1�;.......' � { �...-=== _ =-=r� ..� � � 5ht 4 # _...I� �;� I #� —�1;��— 'TR i�-t'T—��E; � :; : ; , . . . . . . . . . �,.�..3 ' E 3— E E—€ ( �. . . . . . . . . . . . . . ,F'� ;; �,,^,.,s,;:� � � � . . . , . �.....E��-�� -°i 3 �-� �� . , . . . . . . . . . . . . . � . . . . . . . i. . '•.. _. ; . � . � � . . . � . . . � . � . . . � . � ��. ; CENTER IN SLAB ,, , .�.._..I3 _.... E � ;�[�3_.._ E ..�.....(€;�..._...� � f�T � . . . ��E°,: 3�_....._.� i i•�.°_°�_'_�.....'i�3....,.._� i E.'...._f�9.__.°i��....,� E Em� !,: . ... �,r:.{:.:�.:_ � ::��.. E f E � �._.�� I!. � ��__ � : �: 3.�.7 :____.E : �:3 ____. :—___. � —: , _ .,. ;..:.._._ , � i g E y E .. N�TE. � . . �3 ....'� �_.___.4 � � � . � . . . � . i �--"_-.-;�3---°1 � E._..._..E i �-----E 1 �^^�--� E i.:_,....f i �.-.�.-i � . . . . . � . . . . . � . ;..�:'. �. ;i . . � . �-;�' . �" . . . . . . mt �. _.,. � . . . . .._ E...� � ;....�€� _..� ...� � .........� .._._ . . . .. . . . � . . . : :•• _; ;_ : EVATIONS A E BASED ON :-��-......,? �.,......� � €.,._..: ! .__..-; ��°:�_ � �._.._ : �.........: _..._ �..._._ ��..�'': � �� :.:...........................\. :: ; E� R 3 � � _��____; � I-!I �____; _ I�.� , �._:. I€ I I . 3I, . `,.I I I f. S E C T I 0 N ' I FO SHOWN ON ARCH DWGS ,I I ._. � _. E �_E '•f —i 3� E•mm E4 93_.�'': C ; _° :I ; N �� . „.................................o:._........................:....,_,..................,.,._.. . . . . . . . . . � . . � . . . . ��....,..,;� �w;__..i i �._....:.E�i_.�....,� 1�:.�...� E 3-_....;.4 ; . . . . . 8 GRAVEL UNDER THICKENED PORTION _I . :._._..� � �..�. �� i 1_..�.,! ;I-I I�_ SCALE: 1'� = 1'-0" Q 3„�6., P_6" OF UPPER LEVEL SLAB I�€. � ,� � , ►-� � - (3'�MIN THICKNESS) , Q�, W -,.F�,�-�,J°�.� W �.,--� �-�-� SECTION � FLOOR DROP � � � � : S E C T I O N � SHORING OF EXISTING B z A � FOOTING NOT REQUIRED � SCALE: 1" = 1'-0" [-a W ,i " = 1'-0" SCALE: 1 �-��.,�.._�......�....�.,....�....�,w.-�•--�^�'� � ,..7 SCALE: 3/16" = 1'-0" - � � � � E�-� BASEMENT PLAN BASEMENT SECTIDN BASEMENT SECTION BASEMENT SECTION � � � a � � COURTSIDE #24 VAIL, C0 C�URTSIDE #24 VAIL, CO COURTSIDE #24 VAIL, CO COURTSIDE #24 VAIL, CO a .:,;:. � � � DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE: 817 649-1544 � DON ILLINGWORTH AND ASSOC.,INC. DRAWN: -0FFICE: 817 649-1544 2 DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE: 817 649-1544 3 DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE: 817 649-1544 _ 4 Z i�/LF CONSULTING STRUCTURAL ENGINEERS ff FAX: �8173 649-1545 �-2-09 7 � CONSULTING STRUCTURA� ENGINEERS ff FAX: �817� 649-1545 1-2-�9 7 � CONSULTING STRUCTURAL ENGINEERS - ff FAX: �817� 649-1545 �-2-09 7 � CONSULTING STRUCTURAL ENGINEERS ff FAX: 817� 649-1545 � Z-09 7 ~ F, a � � ; , � j � , O z Q � GENERAL , , , , NEW HEADER BEAM W6x20 L The contractor shall coordinate mechanical, structural, and architectural drawings 4° MINIMUM BEARING AT EACH END , to locate and size o enin s,embeds, etc. Notify the engineer of' any conflicts. DRY PACK UNDER BEAM FOR UNIFORM BEARING � P 9 ...............................................:............._.......................:...:..___----�--.._._..._..___;.._.._:........:............................................................ 2. Refer to architectural drawings for all finishes and dimensions' not shown, etc. : ; ;;" ° POCKET W EXISTING WALL ' 3. Typical details and notes on these sheets shall apply unless specif ically shown : _ etails not full shown or noted shall be similar FOR NEW HEADER BEAM or noted otherwise. Constructiond y ' '"" ;; '��.� _ . : ��: , : ,; to details shown for similar conditions. ; o ; �t ;; � ,, , 4. Assumed soil bearing capacity=2,500 PSF ; snt � , � � NEw wiN�ow wE�� 20 � ; -ti,.: ;; W6x . ,L 5. Due to the intricacies of construction, it is impractical to specify or indicate every `� � �' detaiL In such cases the current rules of ood construction ractices, manufacturer �: °� '' : .; , 9 p ,: : �_ : :�� 3�� :::::::.::.:::.:�:._..� , recommendations and aPPlicable specifications shall govern. , :: ; 6. Contractor shall not scale these drawings for construction purposes. Jn the event ` ; 'i �: J� O ; EXISTING J i of omissions of necessary dimensions, the contractor shall notify the engineer. : , ' WALL OPENING FOR U �. 7. Typical details and notes on these sheets shall apply unless specifically shown � or noted otherwise. Construction details not fully shown or noted shall be similar � ' '� NEW WINDOW � • � � : Ei \ � ^ to details shown ,for similar conditions. :: ° �; ii snt � �8. Roof live Ioad=100 PSF, floor �Oadl� =40 PSF ? NEW 4x4 Sht 7 E�. � ;� NEW WINDOW WELL � �.� 9 ;; WOOD COLUMN � , -�: :. Dead load=l5 PSF roof & 10 PSF floor . : :_ �� , a , , , . ure B . � . . , . . r , r . .: :. ; Wind 90 MPH ex os . P . . . � Shf 3 Code=2003 IBC \� . . ...: ..... : ....... . : < , , � , w .. ; � .,. ..,.. / ; ........ :.. _ ........ .......: ° . ... � .:::::::::::; EXCAYATE 1'-0" WIDE SECTION EXISTING FOOTING REINFORCING STEEL � , ::.:.................._..................---�---..................... ....: ' ' ._ ; UNDER FOOTING AND BACKFILL ......._ :.. , .,.. . ................._......................_.__.._._._....._.._ ....._.. : : , 1. Reinforcin steel shall conform to ASTM-615, Grade 60, except that stirrups, ties, :; , � � WITH GRAVEL TO DRAIN 9 DO NOT REMOVE FOOTING ;: .-� .:..:.::::::-:::�.:::::, i .::_ : breakout dowels, and reinforcing to be welded shall be Grade 40. ` � �--�� - BOTTOM OF WINDOW WELL .....................:.. ............... � ,:.:�.�. � =--- ; AT WINDOW OPENING 2. Minimum concrete protection for reinforcement: (per ACI 7.7.1) : � : - .. � ......: N Concrete deposited against ground-------------------3 inches .��r� : ' � ,� ; EXCAVATE , ,.. NOTE: ; ..._ NEW 2-2x10 HEADERS � i Formed concrete exposed to earth or weather--2 inches � ��-�� i: � " � ° °- � ° ��°°��° �° "" ADDITIONAL FOOTING DEPTH : : ; .. ; TO SUPPORT ; 3_. r� : ; . i Formed concrete in contact w/ ground----- 1 1�2 inches REMOVE 2x8 :.. `.. ,;�� ; ; F�ooR �oisT �� `,a,� NOT REQUIRED AT WINDOW WELL '' � ------3 4 inches F�ooR �ois'rs � _ €:._.._... $..;.� ; :__. � . � DUE TO MINIMAL EXPOSURE, i Formed concrete not in contact w/ground / ,.. ., .�_` W � AS REQUIRED , , ,... ,. ; _�::;!I , ,'.: ADJACENT HEATED SPACE ',; ;...._:. ,. �.,,� ; �;......._ . ,:: ' ; : BEARING WALL ;�� . �. . & PLEXIGLASS COVER. ; CONCRETE � � � . � , .�� r .}� �� °� TO SUPPORT � � k , . , � , , 1. Concrete (excluding flatwork) will have the following characteristics: € �.. � .�� : � : �; wA�� ABOVE �- .. :;: , 28 Day Slump Maximum Usage � .:.�� ; ; aN� F�ooR �oisr , ELEVATION � ;..._... ; ; .�,-. C o m . s t r e n t h W a t e r C e m e n t ,...:.:.. :......_ ......:.. .._�...:: ........:....._:.------�� „ _ ,_ ,, P 9 � .. SCALE: 1/2 1 0 � PSI Ratio GRAVEL , . ,.,, . . . . . .� ::� : ,< � ' 3000 4-7 .55 MAX All structural concrete ; 2. It shall be the contractor's sole responsibility to design and provide adequate shorin , bracin , and formwork, etc. � s s E SECTION 3. The total air content shall be 5-7� (by volume) for aoncrete permanently exposed ` O NTS to weather. . . . . chloride will not be ermitted m an concrete. „ � 4. Use of calcium p y SCALE: 3/16 = 1'-0" WALL FRAMING PLAN ELEVATION AT NEW WINDOW WELL ; �9ag��e��r�ar��ee� GENERAL NOTES , . ��,� ��,,� . q� '�v ,aeso,a / 9 ( s qae.,��o m'"�EGIST�°�4��y!��, I COURTSIDE #24 VAIL, CO C�URTSIDE #24 VAIL, C0 COURTSIDE ;�24 .VAIL, C0 , e , �.� � � �; . SHEET F--��__ ,, -�.; = � ; . � D ASSOC. INC. DRAWN: OFFICE: 817 649-1544 � `�` � DON ILLINGWORTH AND ASSOC.,INC.' DRAWN: OFFICE: (817l 649-1544 t g • DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE: S817 649-1544 7 � �=° --Q � � � DON ILLINGWORTH AN , S 1-2-09 5 � � ) S 1-2-09 � � l � 1-2-09 '� � ��g� • � CONSULTING STRUCTURAL ENGINEERS ff' FAX: �817 649-1545 7 ;„,, CONSULTING STRUCTURAL ENGINEERS �' FAX: �817 649-1545 7 ,r CONSULTING STRUCTURAL ENGINEERS ff' FAX: 817 649-1545 7 �_�,° �A d '� ; �..,...r -�..t.. �� (��s,sr �:e �4\�s��m�O�,�L F_��e�°�"�� .. .. � . � . . ... . �. . � .. . . � . . . . . � . . . � : . . �� . � .. . � . . � . . � . � .. . � . � . . . . . . . . . . � . � . � . . � . � � . . . . ✓ ��'g��A�� . .. . . . ��. . . . � � . . � . � �. . . . .. : . � � . . . � . . .. . � . . . � . .. � : .. .. �. . . . � � .. � . .. .. � . � . � � �. . . ..� . . . .: . . . . . . . .. . . . . . � .. . . .: � . . . � . � � � � . � . � . . . . . . . . . . . . .. . �� . . . . � . � . � . . O. OF i SHEET �.,.._ww:. W a. . � _ ..,� -_;� ; ,, � D I RECTORY � � ' • I AND BART V • C OWNER. A MEE ALLS STRUCTURAL. DON ILLINWORTH AND ASSOCIATES, IN O — 4370 EAST PERRY PARKWAY P.817-649-1544 �� _ N GREENWOOD VILLAGE�CA 80121 F.817�49-1545 3 O PREFABRICATED WELL COVER � ARCHITECT: STUDIO SPINNATO, INC. C.817-�88-8568 � FlNISHED GRADE LJNE APPROX. 3 " BE�ow w�� 142 EAGLE DRNE A-6 CONTACT: DON ILLINGWORTH .� � � PO BOX 4673 .. � � a SLOPE GRADE AWAY FROM WELL AVON�CO S'IBZO �� . _ P.s7o.�o.�s � ---- - - - - . :. . , i i-i i i-i i i-i i i-i i i-i i i= �_ I I 1=1 I I-1 I 1=111=111— F.970.949.0948 }�; � I I-1 �..1 I��,I I 1=''' CONTACT: JULIE A.SPINNATO�AIA . . . .. ..... -1I1�-- a. ° �_ • , CONTRACTOR. ANI�RHOLIZ,INC :a i_ , , : : � I I I- -�te��i�2fNTR ' PO BOX 296 — , PRONIDE R 10 INSULA7'ION. I I i: iN oasrNO Fl�ooR.�asrs. AVON.CO 81620 _ .1 ` ' �' P.9T0.926 490 I I(: EGRESS WINDOW: ,: i ; '; < , _ ` ' ' , �. 142 EAGLE DRIVE A-B ; PRffABRICAlED WINDOW WELL 17.5 SF NAIURN.LIGHT ' ' �: F.97�.926.1490 , . �f PO BOX 4673 , � . - ` , ' ' C.970.390.6640 8.75 SF NATURAI.VEWTIlA11 ; �<, r,, ; ;:,....., ` .°< . : , AV 1 _ , , : ON.CO 8 820 . °�; . CONTAC'T: STEVE ANl�RHOLIZ - �, ' . .. ' `. ' ' :�, , ,, ', ' `., ; P.970.�0.5836 _ ESCAPE LADDER � , p — - -- - - — ; .970.949.0848 ... , II1- 101 -34 , ' ' . ; ; . , ;. — , i . ' � ...:: : .. �:.�.s.� ; . .�; � `. ;.. ' �= . `, , �, � ,, ? : :. , '$;, ;r : , : .�r . '::. ��_ - -- - - - PROJ ECT DATA = 99 -8-3 4 . �. ... ; ; ; ; , � ;. I— GRAVEL BASE T.O.SHEI.F. e-TH ' � . . . . . W1 . . . .. . . -�._ �.0 � \ . .. . . . . � .. . . . .. . .. . . . �\ . . . . . . � . . � �: � . . . . . . . . .. . . . . �. . . . . . -�:r �:: `�, . . . . . . . . . .::� � . � . � � , ., e . ', . . . . .. . . —. . .. � � � �' ... ' � .,.:c�� `� . . . . -,� ZONING: RESIDENTIAL . - _ .�� . 95 5 �.T '_ .. �4� :t . .0. LANDING . . ;. . � . � . . � � . . a� . . . . . . . . r . . — . .� . . . � � . . . . � . . ��: . u � � .. . � � � . � • • .... : . � • ;.;... . �: e� , , .. , , :..... . . : . �. e: — . . . . . . —�.- . � . .97 —�� . . . . ��; :: : . . .. �x• '�....... . �*�g ♦ . � . . � . . . . . — . . � � LOT INFORMATION :, . .. - - — - �, : . : —i i i—i _i i i: : ,. ��.. :, =.. . . _ . , : , _ _ ...., :. . � r r . .. .. ;,� r _� . ., i-iii -iii- . ; � � � :, : : : ;: , ,•� � � �:. ; PARCEL NUMBER 2101-124-21-024 -11 I-1 :. ! ' .:�. � , ., .. :: :� ,,, � . . .;:.• �� ; .. , �_ _ _ _ �. LE.- i - - - — — — — — — — — _ ; ;.. �A:��., _ ' �:,... ; ; .°. � ,. LEG�AI.DESCRIPTION: COURTSIDE TONHOMES PHASE II UNIT:24 . I I I I I �� tr _iii—iii—iii_ �� .... . $-0' ;..,. . ;r. � w u F�ooR oN � "' � ,... , '!,., : . ,; HABITABLE SF: 2081 SF WELL DRAIN SYSTEM 00 SLEEPERS r4 I ' ; ,...:,.�,` , ... , , /� oN r Ri�i�iNSU�oN s-�i� :; ! _...... �. , , : . I �' ! ' ' ..: �:< GARAGE: 251 SF-�00 SF EXEMPT=0 SF ; NROOM �' .;, . .: ; ; < I (M ; : . ! '. ..;.. .�. , ,... r.. . - 1` Po�Y va�oR�ra�►noN .... � .. . : , ;. ' F 100 UNDERGROUND-0 SF . . : ,.:, ,...., �. PROPOSED ADDITIONAL SF. 667 S � 96 _ _ woo� ,. ; T. . F.F. : ` , :t. : �, ..,. ` ` �A ` �►_�=_ � - - — — - = — - ; : ; � � : ::: ......._ � '; :. : PROPOSED TOTAL SF: 2081 SF - - - � • �` ' ',. ��. ., ,.� , ;. -1I1-1II-III �_ 92-3 4 92 3 4 ;.; � � ,, ; ; , \ : ..� ...,..: ,,, ; . ': �: !' :� NEVII LNING ROOM SF: 433 SF 1=1I1=1 1=i ,. , � , =1 I 1=1 I I-1 I I_I ' ` : � �' .. ' ' ' ! �� ' REQUIRED NATURAL LIGHT: 34.5 SF _ _ _ QuM��R.. ��nr��ow wEu � I I I I I I I iN cARnc� REQUIRED NATURAL VENTILATION : 17.3 SF , l' � I I;I I I I _I , :. , . .. „��'`. ,....�� , ; ` < PARKING:. :,.,; , , , ! ' ,.,: ', ' • < ' .. ; ..; � ;. ; ;; , , '' , ��_ � — — , ; . ; .. , , . <. ' � :. GENERAL NOTES: : .., . : .: ; . ., � . . : ... .; � � _ 1.ALL DIMENSION TO BE VERIFIED IN FIELD. ANTACT ARCHITECT W TH ANY DISCREPAN IES. ITE PLAN : ; .. ... ; . __ . 6 ,_ +� _ ,.. PARTIAL SECTION : : _ _ � . ' 2.COMPLY WITH 2O03 INTERNATIONAL RESIDENTIAL CODE TOWN OF VAIL BIULDING DEPARTMENT � .: WIND W WELL`SECTION .. , 8 O . :, . . , ,. � � � ' , . . ; : , .: ; ' AND ALL OTHER AFOPTED BY TOWN OF VAIL. A/� � 4 =� -o , . � N�-� Ta �ea� ; / ! ':' ` �: A1 »- � » � � 2 -� -o ; ' � 3.SMOKE DETECTORS MECHANICAL VENTING AND ELECTRIC OUTLETS TO BE INSTALLED PER CODE. / > .. .. ; i ; ' � ;, ;: ; _ 4.INSTALL WINDOW WELL PER MANUFACTURER'S RECOMMENDA710NS. ; ' - � � . _ _ N T.O.W.(E) = 99'-3" W O T.O.F.(E) = 95'-5" /1 � - _ - _ - W _ , - _ _ � � � �� O o 0 , � ( GYP.BD.ON 1 1/2'FURRING 4 : � ; � ; STRIPS W/CONTINUOUS Q ; � I FOIL-FACED RIGID INSULATION A/1 � , � � , � , _ _ _ _ _ osro ornsr (R 7.5),JOINTS TAPED. NOTCH Q ! ;�. � AROUND FLOOR JOISTS ABCyVE � ,, ,. . � � AND SEAL EGRESS WINDOW � ; ` � � in M H OPEN TO BELOW � -� " � rn � � f� I rn °' NEW WINDOW WELL � � °° II / ? I II (N)TYROOM ELEV.= 95 -0 N � � ^ � � / — _ _ + _ LIVING ROOM �v W� , ESCAPE L DDER � _, ( � PER IBC 301.2 � +101 -3 4 , 3 2�c4 FRAMED WALL � � o0 0 ,-r � � I � � ; WITH R 15 8A CEILINti HT. 4 re, - . INSULA7'ION. ' I I T-�AF.F. � A�� .,. ' - - - - _ I =in — I I WOOD FLOOR ON SLEEPERS ! J,I , _ I ON 2"RIGID INSUL ON 6-MIL J W rn �� x � POLY VAPOR RETARDATION � , I I ON coNC.su� � , o o � �.�...�.-�.:._ I I � ,�- � c a ►� y : o � I I .�ti o,�, 0 o I I � ��.. � - I � � * I I N�nr cauMN �,, ._ - - - - - - - - - - - �- � � PER STRUCTURAL I I PROVIDE HANDRAIL �'7' � .1 fE A NNATO , T.O. SLAB w � 91 -10 PER IBC R317 •• A -400806 ' ;` � a l : , T.O. F.F. �' C' � REMOVE WALL. � • v',i `�� STAIR DETAIL � PROVIDE STAIRS 92-3 4 � U • �T�4 . � �' 5 LANDING F.F. DOWN 3'-2' &i � p` S w> ,S'� G�� , q � M , » 1 os -�o . - - - �_ n � _ - SHELF HT. 97 5 � o �� A�t 1/4 1 0 0 DN �1/2" 3'-2' � �-o p .O. SA C�D7- " � » . 5 ' � � � T L B �E) UP T.O.F.(E) = 97 -5 � p � ELEV.= 104-1 T.O.W. E = 103'-9" z'' ■ T.O.F.F. T.O.S. A�� ) -3J 9T-10' 9T�" , _ �N) BATH 2 - TILE LANDING ,'o`� � BATH Z,�,X rr.aoa.nwit.w�.w...na ACCESS FRO _ LIMIT OF � � `' �n � CEIUNC�HT." r.ra�.tav�o�w�w.wwo.� ELEV. 114-3 3 8 O �n '!� r B$' �.rmvorr.ah.ri...� CLOSET TO DISTURBANCE 0 I - i r�a � -0'A.F.F. ` �s�+.povuqrorer�oear.�+o.r�a STORAGE ABOVE o i� ;^ � a p.ita.4,o�u�.�� • r- rn SHOWER .. w■dri.wlrn■�ai�on �� CONTROLS �� I ;� � der,�ospinrb,i�o. ' II � a• ENTRY ^^ -� :� , : �� . ,- � � ' .,a _ DUMPSTER STORAGE (EXISTING) � � ,; IN GARAGE �' 3 �" r' " 1/2' . II Ii +105-6 1 2 0 0 �q ~ ~ 3'�1/2' 4'-71/2' IN�. W w ; t vv ^ `J: BBVCH Q�r G4B. � 3 .. 1/2" HARD WOOD _ o 0 ,, . . :. GYP. BD: ON 1-1/2" ~ ~ . . FURRING STRIPS W/ FOIL .. ::` FACED RIGID INSULATION BEDROOM � T.O. FOOTER EX. _ A/1 JOB#: 0809 ,... ELEV.- 114-3 3 8 .; <u : .< � .<Y w co�ra i�ie oi�°° V � - : ,,; Q � .� . 2X FRAMING T.O. SLAB �N)� :,s b : . Y , .1 : �. ` . - � T.O. SLAB (E) , „ � ELEV.= 103 -11" 1 -6 _ .��,, � � , _ BA EMENT PLAN � 4 WALL SECTION 3 UPPER LEVEL PLAN 2 MAIN LEVEL PLAN � S , A/1 �_ �_ � ��2 � � A/� �/4-=�'-0" . _ A/� �/4"=�'-o" _ A�� 1/4•=1'-0" , �.�, � ; : � Z 0 � � �.-� � w x A �; Sht 2 1'-0° WIDE STEM WALL o 0 0 A .. ., , ,. w ci ci ci �........... .. . .. ................ .... ........ ....:.:.........._.... ._.: ... .. ............ .. .............:.: • .� . ,�- ..° 2x4 WALL TO SUPPORT � E'' \ \ \ ,/,��`'�� j� .., , . "� ��''�`� ��`�L1� ��; �� , � .°° --EXISTING WALL & FOOTING FLOOR AND WALL ABOVE . A .� .� .� .�'�; . : . � .F'`� � < ., � , �-: ' T.O.F. = 95-5° _. ..._ .._... .__._. ::.� , , � a A = ' .;,,� �;3 I��I :�—: I W � OPTIONAL LOCATION I 1'-0"MIN � .:-� _�: . . > • .. : ;: �:�3 �-......:•,��.:.;�::��::3:..� �� °.A . '��: : -�1 H snt 2 ; a ;; -��:_'; ' � -i� �=-= � FOR 2x4 WALL � T.O.SLAB �., � r.� � j � ' - E..._...• � ' , � � ....._... m ; 4„ SOG Sht 7 `_ -', ; NEW WINDOW WELL ..::� � .. .. ; � � I . � A W A ,/' : I.mm-.I I _ __ . . € '; �;•° : ELEV.= 95'-0° !i =� :..._ , : _..�. , -�1 ^ . . . _ : .,� .. ;, „ . . 10 Mll POLY . ...� � �::._...��, 4 BENT DOWELS � 18 OC � � f ! � E : � < ___._ ' , � , � #4 � 16" OCEW : :2 , � (��! ��"€ 9 I.. '` • , � .. ' � � E � i I.._..`' ,�. . , # 3.�.�.�.; Z Z , ti T.O. SLAB �; ; ..'� ... • j::..::::: ; �:�;=;� � =.��€ '__ � .� � �� (•�.I(�°.��. i � 3_.., � � + 91–10 � ( E i { � , .. .: >-a ..._... : . :... ..... ; _ ; ;_ • ; . _ ,. . ..._._ ; �...... ;�....._ .. < ��—� � ' : € €:...:.... :• . , , � -;I_�.w=3 s ' � . (.:�.�� '�'�' �1_ ' Z = ' � C!� d f�7 ._:. � w a i � ^� ; 6„� 8,� s�>t 1'-d" or 9° - y' � �- ° , , A A � ; CONTRACTOR'S OPTION: : � . . . , , . ' ' �°` 4 .. , .� , , ; .'._::::: �.:....:� . : , � � ° .. �....,_. , STEM WALL MAY BE ; q I---I I ,_._:1� �. : r.:r'� SEE PLAN cV z I . i :.;��:-��=�f `.. . ..� ,° ' �—EXISTING WALL & FOOTING � . , , . -f � i � —. , a , � ` MIN.: 9" MAX.: 12" � ..._._ . � = � .' .. f. '� ��: : �- : � ' ' ° ' Sht 2 �`i ;1-._.��.,.... �..; 0 �• . . �� '� ---- ; � ...... . . ^ � .. � .: -1 I ::; ��;_-:.-: ;�._.=I I � � .� � 4 � . . . :-: ] � � � _=1 I �_..�...� �. � , �� _� � . : . j . � . �� _ i 3...... ....... .. ...... , .. ° . . ...... � ..og .._...� .:.�?. .,. . e ' • .„..::::::r I 3 . �.. . . . . . . . . ,. _ . ... ,; ;_::-: ; �`'----' I—=—=1 I E=I�� . ° � ,� f T.O.F. 95-5" ::Z j_ T.O.FOOTING � , ._._.€ �. .. .. � � ° � i . F, '�:� ,._. � ::� w o 1 �,... ( �I �� . . . —t � �E N-----� i—f? �m�--�;� f , �p .. . . 1�. . . � . f•, . � .. . . . . . . . . . . . . . . . . �1 . . � € �— ° . . . . . E-y . I-: � D r , `�< < , i� DC �.� : :� . F, € E-- . , . . �: . . . . _�i._I . . . . . . � .. � � . . . . �'--� . � .. � � 3 . t"+ . . . . . ` i . ,.«"` : i i � i i .. . . � i � ,�.•,•` ' �, • . . . � . . � . . � . . � . . . . , . ` � ` + '` , . . . . . . . . . ` .. , .. .. . . , � ` �^^^^.� i j ^�: ; NEW 4x4 8ht 7 : :: � :: NEW WINDOW WELL � I l� : . , '. , .. , � �.. �� r .I: :1......'i� , � vs f.�r.� ; t W . . .. , . „ 2 „ ::11 ' =1 ,,�:� 1��-.=�� I . � � wooD Co�uMN � _ ._ � SHEETROCK - •�," - - ° , i s�l ELEV. 95 0" . . HORZ - #4 CONT � 16 OC MAX � ...°1 I !..�::::f; �:... . �, >e � _ � � i €I I�. . . � ,� VERT = 4' CONT � 24"QC MAX � ..� • �-.� —a^ ' �,� „ � ��t NEW SLAB w EW., �' d+ a � � ;` 1 INSULATION # � � � � 6 8 6 � � j —' .—F� „ � . �-�— NEW CONC ....�° .. �.:.... . . � z.., .-, i�I -�--s � I-- '1° _.. W/,LL 3E ;_ �'s � � . �� z � � � : :: ...... ._.._ � .;' ��.. E �....3 ;:..�.: ; . a'_ , ,. . . ; snt 3 ; �v:�:�:�:�::�::��:.:�.� �..... �,_ 6 MIN � �� . - OLY ........� __�_.:-- E.�...--._.._ , NEW CONC STEM WALL '„,•' � I::.... ;3 E :f 3 m� •.. . �, ` •;, 4 SOG 10 MIL P w ° w w �� '__..��..;..�� <<.�.:: �,:i':�;' • :. „�. : ........: ...._._ � ,� � H .•"'�� ,_ ,, ��....�, I I---rr.l f,3 ! __,_ E � , 1 0 WIDE STEM WALL ' /''•. f a I_._....� ........ .........E� m..... � N t . _��. �� ! ��----� � �' ' 4 C� 24 OCEW � �s d+ �' °�" ''.°•I�•;°•� CONT.`KEY BEND• BARS INTO STEM �......- # co eo ... .�....... �x� l��. ...� �I... ..i3 �.. W I , 1 ii , d' , -�-:=:: ::�°=� ._.......�. FOOTER STEP ��°,._..:.�� .�. - , i— E . z ,.� ; ..... ... . . . ..:...:.................. :::::. . , . .. :...;.-.__f_.__...____._ :�_...._.-.::� ' `��.: � � : , .............:............ ._ � :�..�.. . ; � s : . � : : ' ;._ _� • ., � . ..._ , . : ; :,..; i ; : _. ; ! I I---I I� � _ . '•` SINKO-FLEX WATER PROOFING ,.1= '�� `�i 3 k . T.O.SLAB '-' a i i � ; ( • ��?�. � ; : � VERIFY LOCATION ........� ....__ � :�.,I .• a f ° .° ,• : € i ' : ; : , €._...�.:�w.___'_":.____ .._......._..............._._..: ........ . , . � , ? . ___E • . .. .. ".•.. •, G I .� f ��—...� i . _ . . _ . �� _ . . . , � � ..__, �. . .. � > CONT. KEY � '..��', ,_._.. _.... ;....._.. � 3.--..- . �R d' p'" o o �, ; :.............:......,.......,.......;.......;.......;.......;.....; : —. : �_..._� f . . ,...� ,,.�-• ; ; , , , ; ; ; ; ; IN FIELD ! Z.. 2 #4 ADD L ON TOP OF SLAB REINF �� 3..._ ... .. , �=�=-t-='� �, c� �...... 1 ; f _� , ...�� -,-•-=�€ _�� . . ..� ,� E �� , 4 i . i . . '� Z 3— . . . . �3 �.t . ;. i� �i . � i. i � i ...._.. e . ; : : �.., � : : _.. >;,. ` .�.A;�e . . F.._ ' . � :._.._. �: : ., , } . . f . �, . . �_.._ _...., . � . '; ' � .. .... � , : , ....._._ •` ``, . " .�� A �� , a . .� . . ._.._. ..."'.._.....�...................•.. .�. . . .. - � I . . � � . . . . . . — . : . ..._._ . �• . � x` . . . . . •�' W:x_..__W_...___.�____.r_____�_; : � ,= NEW SLAB w S - z . 3 � � ` , ` , THICKN D EDGE INKO FLEX WATER PROOFI�IG ,� . ..... ................ ..........a......�.........._ 4 CONT � 12 OC MAX � F I I - � _ ��.._ � �= i° � � �� .. ...... •-:...,.... � # � ' : =. :,� �.� Xi.� .� � : ° � .. . ....:............................::................................ . ........ ..........:... � . . . . ................. � . . .. � . . . . . . . . 3 . . .. . . . .. 3.�... . � . . , c.='�'� '_._.'i.:...,...i"" I—�-f 3 ----3 4 E� . . f......................... . _. ....._ .... .,.�1�, ';., n � Y ..:..� _ ....� ._......p� .. . � i . � � . . . . �. . . . � . . .. .. . �. . . . i � E . . . „ •.:. . .. E..._... - � ..- ' .,�.,,- ., . , � : � �...._ -...._: . . . r • ,�:F 4 SOG 0- � � N �� '- ' . i . . _ E�_E . . ... -- , —�TT__--- : .._... 1 MIL POLY • . , , . :._..... ,.._...... i. . _ �� , , NEW SLAB w THICKN D EDGE . � o � I==� I�I I�—� � -��I=:-WI I €--, ,I==��I I�� I �—,� ,, , , ,�: . : : _. _ ,. . . . _ _:� , „ _ ,_ ,;�. ��I��'' �� i� � � . . . . �. , , . ,i T.O.F. 97 5 l:...� ; ; 4 � 16 OCEW ,tt' ..�� •- ��:: . . , . „ .+� . ......1.....�y� ; ...,..M� ....T''�' . ; I 1=��..'_� .'v r .�j. » ti.,' 's==- . > 3'- � E �': # #4 CONT C� 24 OCEW r- . � 0 � : : : ; . _ A � ; : _. i ; ` CENTER IN SLAB :.t� I -:�.�_�.� _.. .' I .;,,.' ;, .. . ,, _ ,. . , . . ,_._.. .. _ .��.....; '�.:��, �.. T.O.SLAB . , �', � ,, _. � '.�. . °� . .. . ..w� �° ,', � - ............... i . < sht 2 ...........:::..........: ......;.,;, ;v......... '• LOCATE IN STEM .. _ ,• _ ,_ ,� ( < �.� .. . r �. ' . � . ° .._.._ ADDITIONAL REINFORCING � �� .... 3 . ____ ;. , . ;..... ...,........W........_..........W.,= :................„ —': � �-----� � �-• ., .,.,4, W " : ^ ` . . ,1 . .. .. .. ... 'I..�., I�....." ; : : � ., , '' ..',� i E , ;: . . . E . ......... . .,. , .., . „ ,, ; , : „ . . `' _i_�__E • ;: ..___. .__ ,_ . . , AS SHOWN' I E ` ` ,1 - �,..�.� �... : T 0 SLAB 91 10 -i � :.- E f � .� E F _ ;l�.. . . � . . . _ . ,...� � €� #4 C� 24" OC ~ FOOTER STEP ' . . . . . E �i��°— -�---.�—�'N��!�-�R!r+—� 'f . . . �; ';1 :. ^E Ev.. .3_.__�:�..E E � ^� (�. . . . "\ . . . . •� • . . . . . . E___._ �—"�o €�1 . . . � . . . . �� . . -i�3 y . i� .. . . . . �i��W�� . . . .. .. . . . . . . .. . � � . �• ! . . . . . . . . . . . . 3 t . V . . . . . . � . �,-�'.^� � -.� �........_. �...... . . . . . . . . . . . . . . �3 . ' . . � �� •` .. ., e;..�..... . . . . , . .. . .. . . . . . . . 3.... :.E E . . VERIFY LOCATION .. , �� 3 . . . -i 3 �� . .. . �...._... �— i---�-' . . . . . . .__... . �\` . . . . . . . . . , . . � . . _�- ,, . . . .. . €- PLACE NEW SLAB DIRECTLY � �...� � ... .. . _ � � , ��t . .. .. ,.._....E 00 h � . . . . . . . .. . . . . . . . . � �?'__.__� . . IN FIELD �<F . } ._.....3 4 � � .: ....... . r.. . �..�� I I� . , s . . � ��` ::.. .. . r , _.: � � � N P 00 G . � .: , . . .. ....._; -- . �.. . � ° ..----� �_:. c -�--F 3 �.-�-� 0 TO OF F TIN .......... .._ � � � l I�I��I E_�`� o � .. .. . . . . I �, 3 (� I ,-� . . I�I �.. .:�:.-- 3 ,_._�:::E _ 4 CONT � c° � Sht 4 # 16 OCEW ; —; �_____ ( ( ��- r^ € � .O � . . . „�3\ . . _E . . . . ''3 � E E ¢—'`3 `E—` . . . �V 1 . (i . .. . . . . � . . . Q � . . . � . . . . . � . . . . . . . . .� . . i . .. . . . . . . . . . . . m.E . �� .�:'E'�"" €.�...� F i"�' � 3� .. . . . E . . . , ( � � . v .. .....� �� -=�=� . ��-=�' :...__ I -- , -: ,.;,�"' /.: , ,. � `T .�....... , : ;.� ; CENTER IN SLAB :.�::.::: �_ � .�:�' �-..�::::� I��I I��;-M=I : €_.......` ; �...__,I�1�=�� ;:�:�� i ��.:-::I I ::;: U� �`' :t:;::�' �� ..;�.: � �—� �E, . J �- €°�� , ._._I! I�� I II I ; .� :�: :., NOTE: � E:� 3�...�.I I :..�'�i ;...�;�I � !�i 1!--=.'�.I � 3-�i ..,'. :: � �.:; ..�::' �:'.°:! _�:: � �.m !.a_.....�s..�.... � ,.........; � . '•.: �� ; � � � �, �..��' :� ; ELEVATIONS ARE BASED ON '-1 I €' E �--- i—� --- ,...._..._.....___..___._::�; ,; , _E�,_� 1�—I I �— — � ��I'-=1 ; �--� I I��-�I f';=W�I E �_.�..i�!I�I I .�� S E C T I 0 N � : :: s: : INFO SHOWN ON ARCH DWGS E I I �., � _....... ;_...... � ..__.� � _......_ < < ( ...�., �" :___-- �................::.............................. .:.:. • ,�I.•';";� I :'.._...I��_.....�: ,I_...._(I E........��;._..W�� C ,, _ . .� ; '""'°'°"' 8" GRAVEL UNDER THICKENED PORTION " _I:�..�..._; Q , 3, s,� ��_s„ OF UPPER LEVEL SLAB �I I-�.� I ;---;I � ��4 3��I I €_ SCALE: 1 - 1 -0 . . . . . . . . . . . . . �F� � �� . �� , (3„MIN THICKNESS) ' ` �.��._-�,,`�,,-,;.,,,�,��.. � F�7 , �`' SECTION � FLOOR DROP � � i � B S E C T(O N °" SHORING OF EXISTING z � FOOTING NOT REQUIRED � SCALE: 1" = 1'-0" [� W A „ _ �,_o„ � . . SCALE• 1 �.."°�-�.:...�......�....�....�....�..�^��..� � a + : • 3 6" = 1'-0" , � � I: SCALE. /1 � � ' ... E�-. BASEMENT PLAN BASEMENT SECTION BASEMENT SECTION BASEN9ENT SECTION � � � a '' ; . �...� H ; COURTSIDE 24 VAIL, C0 COURTSIDE 24 VAIL, CO COURTSIDE 24 VAIL` CO COURTSIDE 24 VAIL CO � � . . � . . . �. � # . . . . . . . . . . . . . . . . . . . . . � . .# . . . . . � . . . . . . . . . . . . . . . . #. . 9 ... . . . . . . . . . # 9 . . . ,� . � . . '�, . . . . . . . . . . . . . . . . . � . . . . . � . .. . . . . . . . ' "` OFFICE: 817 649-1544 . . _ , . _ � , _ DON ILLINGWORTH AND ASSOC.,INC. DRAWN: _ _ � DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE: 817 649-1544 _ _ 2 DON ILLINGWORTH AND ASSOC.,INC. DRAWN. OFFICE. 817 649 1544 3 DON ILLINGWORTH AND ASSOC.,INC. DRAWN. OFFICE. 817 649 1544 4 � Z ;, I � 1 2 09 � 1-2-09 1-2-09 % L/`:1J: CONSULTING STRUCTURAL ENGINEERS ff FAX: �817� 649-1545 7 � CONSULTING STRUCTURAL ENGINEERS ff FAX: �817� 649-1545 � 2 09 7 CONSULTING STRUCTURAL ENGINEERS ff FAX: �817� 649-1545 7 � CONSULTING STRUCTURAL ENGWEERS ff FAX: �817� 649-1545 7 ~ F, � . a , � � ;': O o ' Q � ; GENERAL , , . . NEW HEADER BEAM W6x20 1. The contractor shall coordinate mechanical, structural, and architectural drawings „ to locate and size o enin s,embeds, etc. Notif the en ineer of an conflicts. 4 MINIMUM BEARING AT EACH END . p 9 Y 9 Y .:...................................... DRY PACK UNDER BEAM FOR UNIFORM BEARING � .. ....... ......... ................ . . .._...... ....._... ......... : 2. Refer to architectural drawings for all finishes and dimensions nof shown, etc. _ ` ' 3. Typical details and notes on these sheets shall apply unless specif ically shown �° ' POCKET IN EXISTING WALL " FOR NEW HEADER BEAM ;; ; or noted otherwise. Constructiondetails 'not fully shown or noted shall be similar ;; ' =� :�., �: ,: ._:.� w to details shown for similar conditions. _: p :_ ° , � �4� Assumed soil bearin ca acit =2,500 PSF , snt � �� '_ �w.�M 9 P Y � r.€, `�� NEW WINDOW WELL , �; ,{ z,.> ,� W6x20 � 5. Due to the intricacies of construction, it is impractical to specify or indicate every �, ;: ; . . . � . � . . � . . � . . � � . � .�� . .. � . .. . � � � � . � .� . � . F;� . � . . . . � . . � . . � . . ; 9� . 1; . . . .. . . . . . . . . . . . � � . . . . . . . . . . . � . . . . . � . . . . .. . . . . . . detaiL In such cases, the current rules of good construction practices, manufacturer �: �� 3�� ; .__ _...._......:::::::::::�:::: recommendations and applicable specifications shall govern'. �; ..._....._.. ,. 6. Contractor shaU not scale these drawings for construction purposes. In the event �: �` � O of omissions of necessary dimensions, the contractor shall notify the engineer. � ; EXISTING , €: ; WALL OPENING FOR 7. Typical details and notes on these sheets shall dPPly unless specifically shown `� U : .:�...._. � or noted otherwise. Construction details not fully shown or noted shall be similar ;� NEW WINDOW ;_ .::�:� to details shown for similar conditions. _ : � _` ,; : , � � ' NEW 4x4 5ht 7 !� '3 Sht 7 �8. Roof Iive load=100 PSF, floor Ioading=40 PSF ; _: ti � NEw wiNOOw wE�� .� :: WOOD COLUMN ;t � :; Dead load=l5 PSF roof & 10 PSF floor ;: ;� ,� „ � B � e B . , r , . , . . . . Wind 90 MPH ex osur � . . . . . . . .. . . s P . . � Code=2003 IBC � Sht 3 i � ... a ..._ ; . , o � .............. � : .: ._ :.. " , \ � ; i.....' ; EXCAVATE 1'-0" WIDE SECTION EXISTING FOOTING REINFORCING STEEL ,; ; ... ......_...................._..................: ......., ....::....... ....:...:...:_,._:_...:....:...._..._..; ; UNDER FOOTING AND BACKFILL ......... ......... ......... ........_ ; -. 1. Reinforcing steel shall conform to ASTM-615, Grade 60, except that stirrups, ties, ; ; ' , ? ; WITH GRAVEL TO DRAIN �' :: .:::.w::::,.�:,.�::::.:-::-;:.:�. �:_______ _____ ___ DO NOT REMOVE FOOTING breakout dowels, and reinforcing to be welded shall be Grade 40. � _.___,___,. __________,.. , BOTTOM OF WINDOW WE�L � 2. Minimum concrete rotection for reinforcement: er ACI 7.7.1 �� ' ---- : AT WINDOW OPENING P �P ) � :,. :� :�:>�; : : . . : ;___�___. : N Concrete deposited against ground-------------------3 inches ; _ , : �, � ; ::� � ; EXCAVATE ,, ,.. NOTE: . ., ` ........... NEW 2-2x10 HEADERS . Formed concrete exposed to earth or weather--2 inches ;:.....; .............:..:.................�, Y ...:.:........:., ��-. , '. T � I , ,� � ° ° TO SUPPORT � ADDITIONAL FOOTING DEP�H . . . .. � . . � � � � . . . . . ; � :.; . .� E� . . . Formed concrete in contact w/ ground-------------1 1/2 inches REMOVE 2x8 ��_..: _ :; E ,' _ ; FLOOR JOIST -� � .F�.: NOT REQUIRED AT WINDOW WELL ; . FLOOR JOISTS �� t.�.... ; , � _.... Formed concrete not in contact w/ground ------3/4 inches ;,.,;. ��-�� ° r°`� ; ;� � `. DUE TO MINIMAL EXPOSURE, � AS REQUIRED �; `'~:s: : - W �::::::............:::::::::. .:. ;\::,::` ` �:�-==I I , ;', ADJACENT HEATED SPACE ..., _. : BEARING WALL 3 i �,, i :� ��,� i ; �!..... • . •, ' • & PLEXIGLASS COVER. � CONCRETE :� ::�� I � . � €; . ,, ` TO SUPPORT � " . � '` .. ; . :: .::::: � ,:• • .. , . ; :� , :rr::��:_ ;• . i � T. Concrete (excluding flatwork) will have the following characteristics: ; �., .;: r \._�; �... wa�� aeovE � •'�: ,{ ,: ;: ., ..x .• . : : 28 Da Slum Maximum Usa e ;,,: , {; ; AND FLOOR JOIST v p s .:.._. ...:.�, ,, ; °=.`�: ELEVATION (� ,, ; _ ; :� .. D ,. Comp. strength Water/Cement ..:................ . ., = 1'-0,. ._.... _........ _._...... .------ PSI Ratio ' SCALE: 1/2 GRAVEL � ' ,.,�,., � , , . . .� ; .� << 1..` 3000 4-7 .55 MAX All structural concrete . 2. It shall be the contractor's sole responsibility to design and provide adequate shorin bracin and formwork etc. � 9� 9� � SECTION 3. The total air content shall be 5-7% (by volume) for concrete permanently exposed E NTS = O ' to weather.' • • • ' ed in an concrete. . „ _ ,_ „ 4. Use of calcium chloride will not be permitt y SCALE. 3/16 – 1 0 � ii �i �y� ��'`r�. ;i GENERAL NOTES WALL FRAMING PLAN ELEVATION AT NEW WINDOW WELL �� a��;�,,��. ;� �. .��... _s� ,��'� , . . . . . .. . . . � � . . . . . � . . � . . . . . . . � .. . . . . . . . . � . . . .. . . . . . . . . . . . .. � . . . . . . � . ,�°'Q ��i.9��ki�E�.T �o�� , � . . � .� � �.. � . � . : o.a.`m�� COURTSIDE #24 VAIL, CO COURTSIDE #24 VAIL, C0 �� COURTSIDE #24 VAIL, CO :.. .. �, .�� m�� C��' w� � SHEET , .:: . . _ • _ � . . _ � m �� .: �� DON ILLINGWORTH AND ASSOC.,INC. DRAWN. OFFICE. 817 649 1544 _ _ 5 , DON ILLINGWORTH AND ASSOC.,INC. DRAWN. OFFICE. 817 649 1544 _ _ �, g R DON ILLINGWORTH AND ASSOC.,INC. DRAWN: OFFICE. 817 649 1544 _ 7 ;, � �, .,a.•. ,� �� ` � CONSULTING STRUCTURAL ENGINEERS ff FAX: �817� 649-1545 � 2 09 7 ,D;; CONSULTING STRUCTURAL ENGINEERS ff FAX: �817� 649-1545 � 2 09 7 ,r� � CONSULTING STRUCTURAL ENGINEERS ff' FAX: �817� 649-1545 � 2-09 � 7 � �' �`^ +e c� ��'��' �` �..�.,_..- � �• � '�f.•w..r' �°0 �°,�o�SSIOr�Pa�'�„`q, o ('e s V� m�oae�`�fr : �° �'"`"`�- /�v\ teo�se��1�8168��,�e� � . V� ! OF 1 SHEET ,,. — _.__,: .�. u._�...._ . , . � _�._.�� ,� ..�.. �. .� �.M.�,. - �