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Q �" iv �� l � )irvER oPi_ � � � r� _ �\ � � � / / � I I �'ALL TO ELEV. = 88 � - 0 THR UGHOUT. PROVIDE i " EEP SAWN OR \ 1 � � _ '- � TOOLFD CONTROL JOINTS AT 1 ��' - 0" ( �� E MECH . FO \ � i 111 � � o I I ! ' � _I � , ! .' F AND LOCA ION �� I � ��� MAXIMUM SPACWC EACH W.4 � � � - ' I I � 5� s} � , , _ ; . , - � ^ I I ^� � E E E F E E E E E ! E Ij � _ > ' � _ --- - -- - - - - - ----�� �.- -- -� —� -- � �_'--- - -- -r— �- - --- �_� --- -- �� J � - , Q I � - - -- --- - - - - - - - - --L� �J_j _ _'Z� � �' - - -- 1= � �1 -- - -- Z � � 1 - - -- -Z � �s--- -- L� �1" - i i j � C� ) Z c L ii 1 � '� v — � J m , °, � � � � � w °� SPREAD FOOTING SCHEDULE O � � r ,��L/ .�L; ss �p�88� - 4 � TYPE SIZE REINFORCING � ° � q � T.Y p. $LAB I � , v °' � \ r - - �� �� ' A � � I . A 6' - 0 x 6' - 0 x 1 ' - 2 ( 7) – #5' s x 5' - 6 EA. WAY _ � � v i'� � -, r r� � � r � � r � r -� � � � � ' �—��� B 4 ' - 0 x 4' - 0 x 1 ' - 0 ( 5 ) !15' s x 3� - 6 EA. WAY — — — — — — — — — — — — — — — — — — I �/ S v �— � o -� _ �--+- L - - - - - �- • L - - - - J — J ��_ o -�_—_ _ _ _ J � — — — — — — — — — — — — — — — — — - - - _ - - - - - C 3' - 6 x 3� - 6 x 1 ' - 0 , ( �� � pt,' :, F 3' - 0 En. WAY � � 0. 'Ja - 88' - 4 ...�... i � �i , m � � G�._ . 9RG. f� AS IN DETAIL 5 /S3 D 3' - 0 x 3� - 0 x t ' - 0 ( 4 )� QEVUI'od ekt � A . wAY 1 O. F = 8a ' - 6 J ' (y'� '`�'" ;� - S3 6 E 2'- 6 x 2' - 4 x 1 ' - 0 3 ) #4 ` ui}d ' �Itti Ffri a ' - s � �a° 9 ' - s 3/a° s' �' n �7 drown by GuC iMt� H ��,;:.:.,.;, � � 2 3%a" � I ' ' � - ` check by KRM �,,,� i:�P�; .t :?err�!: issued . .-. . ,. ,d ;f.; i5 l . . ., . _ ... „ , , � a � �, �.; � _ : { ' f� l �� �, M . 5 ; 11 /�94 � , , �: � � � u :� =:: r.e 1 � r ; :A t�t� ,. . � �..-c; ; � . � ..� ,c� ot w �,,risu ,,: �:.J i �� �a :r i;s ! ' ERMIT 5 /24 /94 ,� � �t t , , �a �; :�n uians >N� i ��wi �ns �c.� o ., r � r`,' r'. �•�;, � , � e . � t thA buiiain� af � ic�apl iron+ t�rufis;:r r�a r� '9 �`' ^ I� DENDUM 6 �13 �94 �or, .a.t „n of �rrors in said lans, s ificatlons �nd otirar „ 6� - 4" �, _ �„ Sra. " ol�� ! ; � I unTE � � "�� I � ✓� SCD 8 �8 /94 � � - 6� 6 �- a�� � � 3� - „ , ,4� , , � _ 4 3�4 .. , g , _�., FOU N D A TI ON P LAN S � A � E : , 8 �� = , � - o �� N � �7H y , ;� � ,����� 6 � - 9 3 4' 10' - 7 1 4" 14' - 7' 22' - 1 " 14' - 7 1 2" 9' - 1 1 4' 9' 4'• 10' - 4� � ; sheet � �ara �vo_�� AU6 1 0 1gg4 � . � � . 5 2 . 3 3 . 2 4 . 9 5. 9 6 • 6 7 • 2 1 . ELEVATIONS OF CONCRETE FOUDATION ELE�1ENiS i�+DICATED ON PLAN THUS�. - I � ' . T.O.W.=TOP OF CONCRETE WALL T.O.F. = TOP Of rpNCRETE FOOTING , � � , ,.� �i ,., . 2. STEPS IN TOP OF CONCRETE WALL INDICATED�. = TO`��1� r�� �a�� � � NEw EXSTG. TO GRiD Q � � � ' f �" � �;�pY � � 3. CONTINUOUS CONCRETE FpOTINCS ARE CENTEREfi HE"hEATF� CONCRETE FOUNDATION 7 • '� WALLS UNLESS NOTED OTHERVASE. ; �(vl � 4. CONCRETE FOUNDATION WALLS ARE 8" iHlCrc pr�; . �)n,� ; iNU0U5 FDOiiNGS ARE 8" 1HICK v 16' 'MDE UN�ESS NOTED OTHERWi9E . � 5. DO NOT SCALF DRANINCS. L l "J ) �._ � F�. „ J= W '; �2UC ' U�. �_ � If_M! 'aIS. � k '. ' . x ;:. ; � n�G. O �t . . C.. �� � ulfpilllAU/i///1 . � � y3�/����o Co 5� • ����'.S�J`y�. _ :_C7 • �S iW � � ,4 ecwj O1 •—+ =. �� � � •4 '_. . _ �` _. _:oLr aa j�_' O �i N • �- I =!� d i Gi ._. .� ( ` '`,�, . _ �' � S � �� � " ' �t%�/l.� ..N�t�� � `:%/;�, ( � q;/•r:i'!�. 1::- . y . Q� . 1 2 3 4 5 6 7 8 � rn � � , 14'- 4" 14' - 0" 14'-0" 14' -0" 14'- 0" 14'- 0" 14'- 0" � U � � � Z � rnrn � rnrn ui o ,_ r� � F z °' � � � � � � � � � ,.,.., � � I I � � � � � I I � Z �' � � � � � _ � ,� � � � � � � o m � ,� i i I � � � � m � ' � � � I � o � a � � � a > i i � � � � � � Y : -�� � I - - - - - - - � �k - - - - - - - - - - - - - - -� - - i � � � � � � � � � � � � � � � � � � , I � � _ . � � � � � ' J � � � 4 A A A 4 A i i Q � i i i i i i i i i 1 i i i i i i i � i � i i i i i i i � i I I O � � � � , � � � � W � � � � � � � � � � - - - - - - � -� - - - - � ` � � �� - - - - - - - - - - - - � W -��--� �- � - � � � � � � � � � . { . . k - -1 1- - I I I I I I f 1 I 1 1 ' j I � � . I I I 1 I I I I 1 ' I I I I I I I 1 I I I I I I I I � I I I I ' � � - � , , , , � � � � , � � � � � � a � � � „ � � , � � � „ � , , � � 1 I 1 I I - - I I I I .'- 1 I I l I- . ' - �1 . �1 _b _� I I I I I I - I � � O �t^ � � � � 1 I I I I I � � �I I -- - I rn � . . ' I 1 I I I I EXPANDED METAL i I i I � t * I I I I .I I I i i I � - I I � _ O . STAIR TREADS MC 72� xT0 6 � � � � � I 5� 5�� i i i i � j i � j i � I � . �TRINGER I I I I � � � . . - � m I ' I I I I I I I I � + iv O � � I I � F' �,\QF' I I I 1 I I I 'I I 1 � • MC� i i i�— � - E T —� i i i � i i i i--y —r N [ ' �i.. .�i. �i �t �l. � _4��— ` -- �- - - - - � - - - - - - - - - - - - N' � Y/ � `�ZO � x RE OVE �E� - - - - - - -^�S � � — Q�P� � � � oi 8.. ONC. WALL Q ' I I � � • x --'1 BE OW �P� 1 I - . � � 2 x N . mWf '(� - . . -� . F. P / . I I . - � . . 54 � Z � ' �i - .t rL � �? - -. . - . . ' i � � . . - x . V ; .l�j 1 . . . I I . N up �rJl I I - - x - � �: Q�P 1 � I 1 ' _ ,`O J w-. :x� . . . _ . 1 I ol Q N �' �; m S a 3 ,�cl E) 16H4 JOISTS I � N J � - �� z�- o r ' ' � W � " Q�eF' � I � I . . . . . � � . � - �a � � S� � S�co � ;. S�co� S�co � S� � � S�o � � uo � � r REMOVE (E) m m m m m � � m = �- W 6x9 � � ; 'S 'S �' 'S 'S 'S "5 . N I �pF i i COLIfMN s4 � QRE' � Q�PF- � � Q�PF- � Q�PF' r � Q�PF- � i��P I � V♦ Q `� � `j 7 i N W 12x58 _ _ _ N W 8x70 _ N W 8x10 _ N W Sx10 _ _ _ N W 8x10 I N W 8x10 Q � _ e w. ax ,` ; ` � � (E) w ioXi � (E) w io » (E) w io � (E) w io i � (E w � X» ) w io i � � 4 3 � - � � � NT 4 1 I s4 O � � ;" x s s� � � m 5 3 0 �t/ o J o / L i s+ 'S a W 10x12 � ONT L4x4x5 16 A D 3 x3 1 7 3 QQF, � S � _ , , ' % W 10x19 Q � S ' . i j� �. .. . . . _ . _ . . . - .. . .., . . , _ � M x . �p� CONT. L3 1 2x3 1 2x1 4 G. G. „ m MC 6x 5. 3 L 3 1 2x3 1 2x1 4 � �`L � s' < m� 1 ' - 6" G�� - G�� �Q� � - (N) STEEL ROOF DECK Ai SLOPING ROOF IS 22 GA. @ � 0 Q TYPE F (INTERMEDIATE RIB) 1 1 /2" DECKING ,� � � � � •_ 6^ � 3 3/4" 3 3/4° ( 3 SPAN LAYUP) W/ G - 60 GALVANIZED \Q Z Q q COATING. ATTACH TO EA TRUSS W/ GDC MAB Q I �' Q I 3' - 6" 3' -6" TYP. 54 I BUILDEX Bx14 OR EQUIV. DRNE - PINS IN drawn by � FLAT ROOF AREAS SHOWN SHADED, � ' -_ 7^ � '_ 7" ROOF DECK � FLAT ROOF AREAS LI iT— GUAGE STEEL FACH RIB, ATTACH PANEL SIDELAPS IS 1 "x26 GA. STEEL FORM DECK W/ TR SSES SPACED � 3' - 6 � •_ 6�� W/' #10 BUILDEX SCREWS C� 12" CheCk by KRM 3" NORMAL WT. CONC. TOPPING � NO SHOWN, SEE SECT. 4 S3 REINFORCED W/ (/3's � 12° EA. 3 3/4" '- 8 1 /2° S` issued WAY � PRELIM . 5 /11 /94 z PERMIT 5 /24 /94 Z4' - 6 1 /4" 9'- 5 3/4" 4 , ADDEPJDUM 6 /10 /94 � J Zs' - a" s - t " 3' -s 3/a" �' - o" REVISED 8/8/94 � � 1 '- 6" 6'- 8" 3�—� i 1 '- 4 3/4° i 9 1 /4'. Y ' � s' - s 3/a" io'- � i /a.� � a� _ �" 22� _ � " � a'- � i /2" s' - i i /a" s' - a° io'- a" ' Tovun of Vail � � 1 . 1 1 . 5 2 3 3 . 2 4. 9 5. 9 6 . 6 7 . 2 �� � � � �Q^� sheet . r� � ���s� a ROOF FRAMING PLAN SCALE : 1 8 �� _ , , _ o ,. NORTH � Z � o . � , m m 0 v 0 v rn i i� 0 Q � ��u��u����///�//� 2 — -- 98'- t 1 1 /2 � O ,� ° \\\Q. .b �'Y/,.G ' 4 S3 c7 `���,�, E •� �i9 i � ..« 3 i S � . Q ;�� •�y; _w;� . ��� C 4 = � � M •Z ` (E) W 10x17 � - 6� =°s�.�d� N ;� � (N ) TS 4 x 2 x 1 /4 REWFORCING I �4��Jp�. .•p'�O\�� � (E) PIPE COL'S. 8"m CONC. COL. w/ ��/'�Olp 0�\\\�\�� (4)- //5 VERT. BARS � � � � 1 1 /4" AND //3 x 5"� � � � TIES � 8" � � STOREFRONT NOT SHOWN, (PJ ) W 8x10 BMS. ' � 3 3/4" � � SEE ARCHITECTURAL 1 /2'� EXP. JOINT (N) CAP F'� - 1 /2" x 4" x 0' - 5 � � I I C � W/(2) - 3/4"0 THRU -BOLTS 3/4" CHAMFER '� (N) 4" CONC. SLAB � I I m �M � 88'- 4 88, 4 � � � PAVER ON SAND U � � � � � .- a a � _ a � ca�.,ks • � • r.r�= � � 2 SIDE$ - . • { � rn rn . F 3 16� � ° a . a • �L - - C O�1 � �� 4` --- — � I � �� � �' t ~ �<�� ,� a o � �p � � .. L e ;-r�I . Z [ M I�i � � aL w _ � ` � a REMOVE (E) FORM VOID � (E) CONC. � NEW FOOTINGS � � m J � � -- TIE s 1 4 x 6 x 0� - 6 I I � 5 7 � GRADE BM. • ' R� � � TOP, MID - HT. & BOT. - (1 )- /�5 CONT. MID -H7. t11 � Nco o � — • � (N) FOOTING TYPE E OF COL. (2 SIDES) -- �( ° o (2)- #5 DWLS - I I O m � � ,. E X S T G. P I P E C O L . M x `O � � ( a //5 DWLS x � � � p pV � ( _ � -- M 6 I c � 4 - 0 � 6.. � � Da . i I M � NEW TS 4 x 2 x 1 /4 COL 2 SIDES . � � a > � - - — — � - - - - � OF EXSTG. PIPE COL I --- (2) - #5's CONT. � ,`. (E) CONC. FTG. � � � � 3 3/4" I � TOP & BOT. � BEYOND BRG. R�s 1 /2" x 5" x 0'- 5 � I � I w/ (2) - � /2"m x 2 � /2 i i /a° �aa' - s _ I s • __ L _ _ _ _ _ _ � — J EXP. ANCH. � � <° 2" � 8_—-_8• - 4 _ � � a = J�L = — o0 6•• 6" � � Y U w v� o _'..� _ h �i r - 2.. S,. , . _ �.. - - � - - - I� -�� ��- --F� - - - �- - - � U i 4.. 8,. 4. ' io I I �� � I �° I I I SEE SCHE0. FOR � FTG. REWF. E0. _ EQ. � _ _ (E) FORM VOIp . � � SCALE : 3 4 " = 1 ' - 0 " - — � — — — I-� — — -�I — -'�' — - `scHEO. wi�TH W S3 � _ - - . — � . � - - _ • — • I II ( . _ • - - - o O � - - - - I I I - - - - (n 3 SCALE : 3 "4 " -- 1 - 0 " � � (N ) FOOTING S3 ' TYPE E p I � �l � � (E) CONC. FTG. ' H � " — _ - - - - a J — o : � 2._ 6" � . _ 6.. _ � � _ 6" 2._ 6- � O rT. O. W. SLOPES �, O � I 2 SCALE : 3 4 " = 1 ' - 0 " � • < � . S3 � � e a e 4 e a e . � e • _ � � — � � � � � � - - - e a . . � - a ; - �n �3 CONT. ACROSS ' e � � NOSING — — — — — — — — — — ' � � , � a n a #SS CON T. HORIZ. � 16" . " � — — — — — — — � ^, � .� . . . � . �. �. e a � #3 � , 2� � e° - - - - G a EA. WAY . �� #5's VERT. � 16° � � e O . � � ee i i REMOVE (E) 8" CONC. '^ WALL TO ELEV. 88'- 0 � �II e • � � � I I � 2^ � p" � (N ) COL 6RG. F�: -- - � � � � O 3/4" x7"x0� - 10' W/ � � (N) PIPE COL. P�PE COL, SEE PLAN { I� -- STOREfRONT NOT SHOWN , . (2)-3/4" 0 x 0' - 7° EXP_ I ��� ��� � � SEE ARCHITECTURAL � ANCH . ON I° MIN . BRG. R - 3/4"x8"x0� - 8" - \ � � - 3/4° CHAMFER � NON - SHRINK GROUT i i ` I , a � o � R[MOVE (E) SLAB W.' ( 4)- 1 /2" 0 x 10" A. B. 's � � � (N) 4° CONC. S� AB � � AS REQ'D. 88 1¢ SHIM & GROUT I I : � �- PAVER ON SAND � ` a - � 88 ' 4 � ' � - • ~ . . . � � � � �— a �1� I� .t:- • �4 ��. . ,, � � n ° < (SEE SITE PLAN ) ' � ~ ii p E � :, < 1 , � � +` - �J L� ' a . . a , I � I s drown by GDC /MAB #s �w�s X � � 16 � — ( 1 )- (/5 CONT. MID - HT. � , i2" m corvc. r�iER � _ _ � � check by KRM 1 8 � (E) 8" CONC. WALL BELOW #3 TIES �J s x � //5 DWLS x � � ISSUBd a � GRADE TO REMAIN '[] 6'. � TOP, � �- I � I a � 4� - � v � 6" MID - HT. 6 ( I � 6" ° & Bor. • PRELIM . 5 /11 /94 � . I I < � ( 2) - #s's coNr. .-. #5'sx3� - 6 � 12" TOP ac BoT. PERMIT 5 /24 /94 N • e � 85 -0 84 6 _ � � s � N a � w � � , �� � ADDENDUM 6 /13/94 � aa• -s L a ? , • e � U W J N e _ (n 0 • �� • • • c°, (4)- #5�S CONT. � �a a ° • O — � = a • Q Y . . Q 4. 8.� SEE SCHED. FOR � �„� FTG. RE WF. __ E0. EQ. � SCHED. WIDTH ��t � -- 2'-0.. � ._�.. � . _�.. ° TOWl1 Q� �(81� � m � 0� � � � ���� s SCALE : 3 4 ° = 1 ' - p " � � Q 4 SCALE : 3 4 " = 1 ' - 0 ° s SCALE : 3 4 " = 1 ' - 0 ° s3 { �-���� ,�, S3 S3 � U � m � Ol 1 ' -8� (E) 3" CONC. SLAB ° ON STD. 9/16" STEEL �E) #4 DWLS SIMPSON L30 ~ DECK FORM � 24 ��C- ° , UIIIWI//j�j �—I SIMPSON L30 � EA. JOIST W/�10 x 1 " SCREWS AND a TOP OF (E) WALL SLOPES FROM �O \��0���� �NNb���Ui�� ( � TO CONC. W/ TAPCON CONCRETE SCREWS (#10 x 1 ") SLOPES� 99�- 2 1 /2 TO 99'- 6 1 /2, SET • � \� � � . g .�y� i� . . �-- � • � BM . AS SHOWN AND FILL W/ ���;•�o �:`��i 4 ' • ' 1 1 /2" STEE� DECKING, SEE PLAN • ' � • • : NON-SHRINK GROUT .=wj `r � :j= = � . rc .¢ _ . . . . . . . . . . .. . • . : - � - - .� -: _ . . . . .. _ • - z _ d O CONT. L4x4x5/76 gg• _ p I �� O 1 1 /2" STEEL DECKING, SEE PLAN o,���d�g f��°` REVERSE DECKING DIRECTION BELOW GUTTER (E) 16H4 JOISTS (E) w iox» jo � o' -� ii /is" � � � 0 0' - � ii /is" ///�����uunm P�Q��\� 4" x 1 5/8" x 18 GA:- ( � 6" x 2�' x 18 GA. --� O � �CONT. L3 1 /2x3 1 /2x1 /4 � � O� O � C-JOIST � 3' -6" O. C. � C-JOIST � 3' - 6 O.C. O 1 /4" FITTED STFNR I � � � 6" x 2" x 18 GA. �--- � �4" FITTED STFNR � EA. SIDE OF WEB � � C- JOIS7 � 3'-6 O.C. O EA. SIDE TYP. � /4„ � � /4.. (N) W 24x68 � O� (N} W 8x70 � --- SEE SECT. 1 /S4 FOR TYP. EAVE m W 4 - 3 4" 0 THRU - BOLTS CONT. L3 1 /2x3 1 /2x1 /4 � � � AND GUTTER CONSTRUCTION U � � � CONL L4x4x5/16 N W 10 BEAMS � � � � W 6x9 � 7'-0 � � Z � � � � � � � CONL L4x4x5�16 I ' (N ) W 10 BEAMS -- � � o � � I (N) W 6x9 � 7'-0 O. C. � O� � � lo� � M x JL4x4x1 /4x- 0' - 5 1 /2 W/ �S 2S � � -- REMOVE (E) B° CONC. WALL � � Z C �� (E) PIPE COL I { 4)- 3/4" 0 THRU -BOLTS TO � � Q L (SEE SECT. 2/S3) W8 WEB, SHOP WELD TO W6 3 5/8" x 1 3/8" x 20 GA. � � J m W E B S T E E L S T U D S � 1 6" � � BRG. F�- 1 /2" x 5 1 /4" x 1 ' - 0 I I � � I (N) 8"0 CONC. W/ CONT. TRACK TOP & BOT. I I �N/ (4) - 1 /2° m THRU - BOLTS I I � p� N � SEE SECT. 3/S3 I � � � � p m vni tO I I P I P E C O L. . �_� I I U t a 0 I � SEE PLAN � 0 � p L m U 10._4.. � .- 6 ,. � y o � � � a > Q S Y m � TRUSS " A ° SCALE : 3 4 " = 1 ' — O" �� SCALE : 3 /4 " = 1 ' — O " S4 S4 , (E) 3" CONC. SLAB , � ON 16H4 JOISTS �� W II (N ) PAVERS ON SAND TO MATCH — SANDSTONE PANELS, Q , T, . � (E) PAVERS ON SAND II TO SECK , LIMIT TOTAL THICKNESS — 1 /2" TREAIED PLYWD. SEE ARCH , � SLOPING RIGID INSULATION � I II I SLOPING L3x2x3/16, SCREW TO O _ _ _ _ � _ _ _ _ _ _ _ _ _ _ _ �L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ , � 1 4 W/ WATERPROOF MEMBRANE y STEEL STUDS W 12 x 1 " GROUT SOLID AS REQ D. / � I I ' I / # W � . O � (E) W 1Ox17 BRG. POCKET a , . . BTWN E AND N CONC. � 3" CONC. FLAT ROOF DECK, - - - - - I II I SELF- TAPPWG SCREWS � � � � SEE SECT. 4�S4 I � � � . a � CONT. L3 x 3 x 5�16 � � 1 �2" x22 GA. STEEL SLOPING � _ _ � � I I ROOF DECK � � � 11 - - - - - - - - - - - - - - - - • , MC 6x15. 3 W Sx10 • a W 6x9 - � � II II � g GA. TRUSSES � 3� - 6 O W 6x9 (AND WBxt 0) AT (N) PIPE 3" 0 STD W/ —� � � � � � � � � O • ` FLAT ROOF 1 2 x 4" x 0' - 4" CAP AND II II � (E) w ioXi � / � � I � � axaXi /ax - o' - s � /2 w/ lol � BASE Ft''s I � � � �4" ( 4)- 3/4" m THRU -BOLTS, � � � I � � CONT. L4x4x5/16 BEYOND (N ) W 8x10 I • � - N w 8xio � � I �_�� wE�p To ws wEB � � � II II � � 3 5/8" x 1 3/8" x 20 GA. 3 5 8 xl 3/8"x20 GA. STEEL � JL4x4x1 /4x-0'- 5 7 /2 W/ �E) 8" CONC. WALL � I I STUDS � 16" O.C. � � (4)- 3/4" 0 x 4" EXP. ANCH. STEEL STUDS � 16' � � I � � W/ CONT. TRACK TOP & BOT. TO CONC., WELD TO BM. I W 6x9 � SLOPING ROOF BEYOND � � (SEE SECT. 1 /S4 ) �O+ L3x3x1 /4 � �B BEYOND � u � W 6x9 W 6x9 I � � (N) W 10 BM . � � � I I s SCALE : 3 /4 " = 1 ' — O " 3 SCALE : 3 4 " = 1 ' - 0 " I I SQ , S4 ( I � �N) PIPE COL � � il �I � W Q Q = � � N Z 4 SCALE : 3 4 ° = 1 ' — O " O s4 - J . � SEE SECT. 2/S4 FOR ROOF FRAMING (E) W 10xt7, CUT OFF END IF ' " ' REQ'D O CONC. WALL � ' ' 99'-2 98'- 11 1 2 �— L— O drawn by GDC/MAB i /a" 2" � i2" \ check by KRM 1 I � ' issued � � + (N) W 24x68 PRELiM . 5 /11 /94 � r i cN� W , 2x58 i i . PERMIT 5 /24 /94 � � i J L 4x4x1 /4x-0' - 8 7 /2 W/ � � � (6)- 3/4" m THRU — BOLTS, � � � I 1 wE�o ro (E) wio nrv� I I ADDENDUM 6 /10 /94 � � L4x4x1 /4x0'- 8" � � (N) W12 WEBS � � � N � � � � � REMOVE (E) COLUMN I I` REMOVE (E) 8" CONC. WALL II I I Q ri i i . m i /4" w sxs 1 I � I sheet ,i TYP. J L CONN. , WELD � � 0 70 BOTH MEMBERS I I s' - a° Totam of Vail VERIFY �" `�'+ �� t-• m i 3 ��, a a� �±,� � � �_, , _ � S4 � � 6 /� / ' Q / 1 I C . e.i,.�si •�i- ri 0 s SCALE : 3 4 " = 1 ' — O" o S4 v 0 v O1 U _ _ ; : •�'..;,�Ey}r.i}. �::-::.-..-. --. . •...-•-.:- •:- ! . � °i 11NIIIIUpqA[�� m `���0 �.«ti3.� pu4� � �_``�. � E '� �`q��i 9 � �C .<�; S'.,�i�% GENERAL NOTES: LIONSHEAD SKI SCHOOL ADDITION JOB #9404-03 • - " ` �r � � - _ 4 �= ;z = N •oa DESIGN CRITERIA: STEEL STUDS AND JOISTS: .s `E�`�`'' ,.•.'�O``��y� :, . ,- c,�, ,\\�� Roof Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 80 psf a. Stud subcontractor shall provide bridging and blocking os required for stability ' �����„\ Floor Live Lood - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - 700 psf ond stiffness of the final wall or floor/roof assembly. Deck Live Load - - - - - - - - - - - - - - - - - - - - - - - - - - - 100 psf b. Metal studs and joists shall be of the type, size, gage ond spacing indicoted on Stair/Corridor Live Load - - - - - - - - - - - - - - - -- - - - - - - - - - - - 100 psf the drawings, with minimum section properties as specified. Basic wnd Speed - -- - - - - - - - - - - - - - - - - - - - - - - - - - SO mph (Exp. B) c. Install °C" shaped headers over openings with webs back- to-back. Seismic Zone - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - 1 d. All 76-gage, 14-gage and 12- gage structural studs and "pists shall be formed � UBC Edition - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1991 from steel that conforms to the requirements of ASTM 570- 79 or ASTM A- � 446 -D with a 50,000 psi minimum y'reld stress. � n FOUNDATION DESIGN: e. All 18-goge and lighter structural studs and joists shall be formed from steel � � � i i that conforms to the requirements of ASTM 570-79 or ASTM A- 446-C with a � � a. Design of individual and continuous footings is based on a maximum ollowable 33,000 psi minimum yield stress. ? � bearing pressure of 3000 psf (dead load plus full live load). f. Structural studs and joists shall be coated with red zinc oxide paint, or shall be p � � b. Footings shall be placed on the noturol undisturbed soil, or compacted galvanized. � N n x structural fill, below frost depth. g. All field welded joints or ground areas shall be touched up with o similar rust - Z � � a � c. Soil conditions ond types shall be verified by a representative of the soils inhibitive material. Q • �� engineer during excavation. J m S GENERAL REQUIREMENTS: N � REINFORCED CONCRETE: � a. Structural erection and bracing: The structural drawings iliustrote the Z � n m a. Concrete design is based on the "Building Code Requirements for Reinforced completed structure with all elements in their final positions, properly supported � m � ap Concrete" (ACI 318-89). and braced. The contractor, in the proper sequence, shall provide shoring and V x b. Structural concrete shall have o minimum 28- day compressive strenqth as bracing as may be required during construction to achieve the final completed � mc�.� follows: footings 3000 psi structure. Contact structural engineer for consultation (not in contract) as � � � slobs on grode 3000 psi required. /� p � a foundotion walls 3000 psi b. Shop drawings: Submit shop and erection drawings for structural steel, 1i 7 a � columns 4000 psi miscellaneous steel and steel deck to engineer for review prior to fabrication . � � c. Special inspection for the taking of test specimens and placement of concrete c. Existing structures: Contractor shall be responsible for verifying dimensions, � and reinforcing steel shall be provided according to U6C Section 306. elevations, framing, foundations and onything else that moy affect the work d. Provide continuous shear keys at vertical cold joints and where shown on shown on the drawings. Underpinning, shoring and bracing of existing drawings. structures shall be the responsibility of the contractor. e. Concrete shall be proportioned using Type I cement. Admixtures containing d. Dimensions: Check all dimensions against architectural drawings prior to chloride salts shall not be used. construction. Do not scale drowings. ' f. Submit mix design to engineer for review. e. Construction practices: General contractor is responsible for means, methods, g. Cold weather concreting procedures sholl be provided as recommended in the techniques, sequences and procedures for construction of this project. Notify ACI Monual of Concrete Practice. structural engineer of omissions or conflicts between the working drawings and h. Anchor bolts for beam and column bearing plates shall be placed with setting existing conditions. Jobsite safety is the sole responsibility of the contractor. � templates. All methods used for construction shall be in accordance with the latest edition i. Exponsion bolts shall be locoted at a minimum of 6 bolt diameters from of the UBC. ■ . . concrete edge ond spaced at 10 bolt diameters unless noted otherwise. W j. All exposed edges and corners shall be chamfered 3/4". k. Concrete coverage tor reinforcing steel (AC� 318): � Concrete cost ogainst ond permanently exposed to earth 3 " � O Concrete exposed to eorth or weather. ' #5 bar and smoller 1 1 /2" � � #6 through #18 bar 2" - Concrete not exposed to weather or in contact with ground: ; Slabs, walts, joists (�li bar and smaRer) 3/4" Beams, columns 1 1 /2" � � REINFORCING STEEL: � � a. Detailing, fabrication and plocement of reinforcing steel shall be in accordance , with the ACI Manual of Concrete Proctice. � O ! b. Except where otherwise noted on the drawings, reinforcing bars shall conform � to ASTM Specification A615- 79 and shall be minimum grade 60 except ties, O field bent bars where permitted by note on plan, or bars to be welded, which shall be grode 40. • O = ' c. At splices in concrete, Iap bars 36 diameters. Do not weld or use mechanical � splicing devices unless specifically approved by engineer. d. At corners, make horizontal bars continuous or provide corner bars. Around � � openings and steps in concrete, provide (2)- #5's extending 2'- 0" beyond edge of opening or step. � e. Welded wire fabric sholl conform to ASTM Specification A- 185. Lap welded � wire fabric a minimum of one full mesh plus two inches. Lops shall be wired together. STRUCTURAL STEEL � _ / a. Structural steel shall be detailed, fabricated and erected in accordance with the Q most current editions of A15C Specifications ond Code of Standard Practice. � b. Structural steel rolled shapes, including plotes and angles, shall be ASTM A36. � Tube shapes shall be ASTM A500 grade B. Pipes shall be ASTM A53 grade 8 � or ASTM A501 . � � c. All bolts used in steel framing shall conform to ASTM SpeciFcation A325. Bolt sizes shall be 3/4" diameter unless noted otherwise. _ d. Typical framed beam connections shall consist of pairs of 1 /4" angles using the � moximum number of bolts colled for in Table II - A of the AISC Manual (ASD N Ninth Edition). • � e. Expansion bolts sholl be wedge type with the following minimum embedments: 1 /2° diameter - - - - 2- 1 /2" O 5/8" diameter - - - 3" 3/4" diameter - - - - 4" � f. Adhesive anchors called for on the drowings shall be glass capsule type such ' J os °Molly Parabond" or °Hilti HVA" anchor systems. Minimum embedments, ' if not specifically indicated on the drowings, shall be according to the . manufacturer's specifications. g. All welding shall be done by an AWS certifed weider. � h. Delay painting within 3" of field welds until welds are completed. GROUT: . o. All grout beneath column base plates and steel beams at bearing shall be non- shrink, non- metallic type grout. Grout shall have o minimum compressive _ ' dfaN'!i by GDC/MAB strength of 2500 psi, STEEL DECK: Ch2Cl( by KRM a. Steel roof and floor deck shall be the depth , gage and rib type indicated on the ' drawings. ISSUBd b. Deck shall be fabricated from steel sheet conforming to ASTM A.611 or A.446 ' having a minimum yield strength of 33 ksi. PRELIM . 5 /11 /94 � c. Deck shall be manufactured and erected in accordance with standard recommendations of the Steel Deck Institute. PERMIT 5 �Z4 �94 � d. Welding patterns and details shall be indicated on the manufacturer's shop � drawings. Required diaphragm shear values are indicoted on the structural '- drawings. ' � e. Sheets shall be finished by phosphatizing and painting with a baked-on acrylic Nprimer. YVhere deck is used as a concrete form, the side of the deck in contact ' z with the concrete sholt be phosphatized but not painted. � f. Openings larger than 6" in diameter shall be approved by the structural engineer Q prior to being cut into the deck. Y • V 01 ^' sheet Q � Town of Vail N �° � ^ �$ �� ��` � �3�,,; ��� ;* m � � �, �� � = Q �'i�-4 � 0 _ m . 0 � ., .,,� o r � ;�-� � U _ � . y� ' - P'�'� � - . ..