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Vail Village Filing 1 Block 5B Lot B & C & D (8)
__ _ ___ _ _ - - - - . _ . _ . - , -- , -- - --- _ �- - _ _ - - - - _ --- � - - -. . , , , . _ . ; � - . " " . . ' � Y • . . - ; Gwa'th m ey ` .�, ` � --- � Pra � t - ----- ---- -- - - - ��, — __ _ �_ _____ ___ _ O Schuitz __«� __ _�=�--:�- ---- i ec s, p c, ; _' I I I � � I I { ' I Vu�oi odp�61651. West � � + � 7e1: (303} 476-1147 ROOF 6ELOW � --+-- � -� - r- I Fax (303) 476-161Z _ � ' � � � �� � I � � . : , ..��_� - _ _ : ; �-�--1 - - ; , � : _. 4 __ _. . __ -- _ .. _ . __ _ _ _ ___.__ _ _ _._ _ ___...__ _ __ __ ____ _ _� , � i I ; ; � � ; ( , - - - _..___ _______ _ ___ ______ ___ _`___ __ _ - - ; � ,__ � i —r : I � ! Ij - - - _ - � .�-�-_ _�-,�-�--,_ _ ; � � � � � � ��; � , i- '-- , r—� ; ' � � , � � ; I ; � ? � � � i I � � � II� � , + � � � '� _ ______ _ .`�.�1 �L�L_i__t__�I �_..�_- -_.__ _ � . � � ' ; - _Y-�=.—�--�-� _ —� i � � ' I � � - - __i___ ` _ � _�� � ._ ii.E�_..$" �.�`�:-__=-=:�c__--_.t-:_:.r--==� � - _ - +��` � � � � �� � y-- �g- ,, DECK �i ! l � - . 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STQ�J�'T. - Atl riyhEs reserved i : , W8XI8 I WI2X40 FASCIA ; �'� � � _......'_.___�___._.___,. __—__�_�._._.___..�. �__�._�_�._ I ; E This documant. and khs ideas - . : r- �� (� ond desiyns incwpaated • Q r j —._J h�'�+ � X ' , � � �, �proparty f Gwath e %Pra�lt/ . . � l � � ,` � � : ���/�J Oj SchuHZ Architact0. PYC- and i� ' � \ .� rJ9 � not to be used in whole ar in -� � ` (V 3 ' . I i � V�. far ony ofhs prop' ct : . nxzvrxw• . without ihs writton QuNaaatial }� of £dwmd M., Grathme Ja, � � � \\p � � ; � � \ / � � � � � � � y,� Hanry R. Pratt or Sidney Schuitr � \\d ``� N �� �� � , � � t�'l i - I I � !sl � 1� P�°l I I I \ P+ D+ X + i � RO� D�O� _ a ; p0 : - �C O �C5 p - � � � � wi x _ is-.�_ _ waxi5 - — va•.r-o• Date: _ - _� =--- — - _ - — — � __� ,. -�---___- _ _ . —T- __ _ --- ---- ------- ---- —_ ------- - - - < + � 28 MARCH 1994 � `'� � � _ _— �_ _ � '� � _ —' — — — �'' NOTES: Revised: ' ", . ,,`, -� � O ��p / �' � 1. T.O. SLAB QEV. - 8191'-6' UN.FSS NOTED. +a-1- 'r j ���., � o- ,� + `� ' 2 f.'�HZ TO LEVEL i FLOOR FRAMING PLAN F�OR '�y� r' j \ ; corvcrr�re s�e ovaz n�TC.� �cic n�n�nriorv. � � . `\,� 3. ALL DORNIE92 FRAMING IOX2 I/7-16 GAGE % � MTL. S71JD5 � 24' O.C. I ; `�t 4. 12X2 I/7 MTL STUDS FOR ROOF JOIST � ARE 16GA. N.ONJ � l , j `•\ � � �� � � �,.� "�pNALp'�.... � i � ROOF BE�OW •, I ; � 5. • - INDICATES 50KSI STL.. BEAM � � sseti�,(� , ' r;' i ��'� � 6. 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(303) 476—T612 � ' i ; � j ' DECK B�OW ; i � • • ' ' ' i __.._--.____—.—._.. �----------_ __`.------ --- —._------_------_,._ _�� • I . . ___.___.___._..._____..___.___'_.._.._______.._..__._'__..___._.____ _._._..______'... .._.___ .'..`_____.__".___._..'_.___.`__. _._�._..; � i i ' i ' I � � j ' i I , I , 1\ / - -"—_""" _..�._"._...��__�_..__"_'_..."�.—_"'_ � . _ .,'_'�"' _""".�" " __._..��_.r.__ � ,�—._�.�._�i .: � 1 I V _ � W8XI5 — — W8 I _ W8XI5 —� � � - — � 6 X 2 I/7 • 16' (D6X2 I/2' - -� \ � � I _ _ O � , � _ � - ' 8A31PF� � • 24' � DECK B�OW ( ( / W8XI0 T < ) � � � W 6�J W • �'' WRpE��LEVEi 5 �—' 0 , �EXISTING m �o I FOR FRAMIIV6 � � � Q BUILDING 3 N � ' ^ � � (� " a O � X � W O � � o � � 3 e o � � � . c �. N � � c� � � — ��� w� �o,� � - � � �� , _ � � � �r.�� � � � • � � 3 - O �l Q � a 6X21/7 • I7 � I � � ' � _ X ( X21/ N a o �1 N � � RAT ROOF � 1T � / �o ovaz o� � _ � �� � � 3 3 � � �tuzi►vG � � � — � WALL BQOW) x � � (3) 8 . I/7 Vd8X10 (3) 1/2' W 8X21/7 16' , 8X2 I/2' s 16' 't W8XI5 �\ 8XI5 — — �- , . — ``� . �_ - _ I — — I — - � i i ; � I WBXI � : p copy��ynt ' • Gralhmey/Pratt/$chuhs . I � - ' - Architacts, p.a - � : All righb iesuve0 _ . ; i i , ; � : ; � ____....-.�_._- _ �.._____. � . . _.___." _ .__.._._ ' _. ___�_ . _�_ ; : � ana e�y�s coP ateddeas -. ___ ____ __�._ —______.._._.— � ' . . . ._.—'_'___" '_-"__'__'_" _..__' . herin. aa vn msWment o( I � - professiond safvicA ia (h� - . - i - propxty of Gwalhmey/PratF/ . I - Schultz Architecty P.C. and is !' I not to be used in whda dr in . � �i Dart. far any othar Wo�'ect �. � � wiihout fhe Nritl� authoriiation ; � , _ \. of Edward N. Gwathmey Jr.; - ' I � \ ' � � r Hmry R. Pratt a Sidney Schult= � L W RDOF � i im�_� Y �i ' i , � � � � � � � � � � � � � � � � � va•-r-o- Date: ,,,,`, J ' , � -. I -- -- ----- - - --__ -- -- � - - --- --_ ___ �' � 28 MARCH 1994 �' ' I : Revised: I � - l; I _ - O i`lOTES: ; ; ; � . , � ; - `�- �" -- ------- ._-----1------ �--�----. ._.—.__:-� __. ____� - `---- -__._._.---....._.__._--_..___-- ' --- --- � . � _ I. ALL DORfvER AND SLOPED ROOF .101$T$ ; ARE 8X2 I/2 IbGA. METAL STWS � 24' O.C. N.O.W i� � i 2 ROOF St-EATNING TO � 3/4' <40/20 SPAN RATING) � � NOPF-CONABUSTABLE SEEATNtNG. " �' / I ; 3. 6 X 2 I/7 MTL. STIAS USE� FOR ROOF JOISTS i I ARE (6GA. (UONJ .,��•��•�.. . , "' NAf.p �G,.,� ;� 4. ( ) INDICATES TOP OF STE� '` 5 kf•�9�y . 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'R ", � ��F z'`" L� 5' -: � " . t � , � q�g� f!�4 �t� ; � " '' S�'1 rT1 f ; �� , � r` � ��� , ti . . t�Y '°"_:`_ " . �` -- D,^,7���17r' �: x � �* � ' � F�"�'' - - - - -- � ; . ---- 'A k� fi; , �� . .... .' r [T � id s :, - y 2 • � DETAIL _ ;�� �.� � � � ,.,� � _ �. � , > � 2 � ,.� , ,� � , ps¢ �_ � �9 � ` � l� . . aS �{� y�4 fy"v - �y�J � jE i� ; �,,�.y DETA I L SECTION � 9 SECT� ON 6 SECTION 3 -��/ a� - :.k. _ � � : � ;x} p '��. . � � . _ . � � � .� � . _� � ,. � i -_ ,�� � � � � - - �� . + . _ . _ � , � s , a�f .�> s3 }� ° . / - . . - -- , t ; > � : : � . : . - / � _. - i: ! i � I �; �: � . _ _ _ . y . .. . " " � . . - - � . - - . . - �� .. . . GENERAL NOTES 1. LI LOADS USED IN D_ESI�: ✓ GW Q � � � �� �. p, pppF BO PSF � 8. METAL DECK: � �� ��. �v , �F1 � � � � � . _ . � SchUi � �.�� � 8. RESIDENTIAL 40 PSF A. DECN SFLILL BE SHOP-PAINTE� STEEL. SHALL BE OF THE TYPF CALI [D FOR ON 7HE - � - - - � - � FRAMMG P�ANS AN� $HALL BE GONTINUOJS WMERE POSSl11 E - � 1 � � P.�� -.` - - - C. EXTERIOR OEGK 100 PSF �� �� � �� ; _ � B. OECKING SHALL BE INSTALLED AND ALL OPENINGS IN CEf.K [ -7 lHI - iJ If11-OfiCED I , �/` JE ��/. 3�� /� P! X O � �O 1000 S, FroAn�fa ec Rd W�es�; D. OFRCE SOPSF INACCARDIINCEWITHMANUFALTUR[R'SS1Ay0ARDUEIAII !tl . >Ii � .IIli ,Al !ONS � 1 , � I,.�� C� n. �.��� m '�'��J �p�'/) Ydl�� CO�O(Ovy �SVST - " EXGEPT AS OTf IER WISE NOTED OH SPEqFlED. E. REThIL - 75 PSF G WELDING flEOUIREMENTS SHALL BE AS FOLLOWS UNLESS OTHERWISE SHOWN - � TCI' - �303) 476-1147 � ' Faic (;503) 476-161� " - ONORAWINGS. - - � � - - F. PARTITIONS � P� 7, pTTACH flOOF DECK TO SUPPORT BEAMS_ STEEL JOISTS OR PlATES W1TH SIB' I f p � - � p. WiND PUDDLE WEC�SOR SCREWS AT 12'. L v 1. BASIC WMD SPEEO � MpH 2 �ONGiTUpINAL .fO1NTS 6ETWEEN PDJACENT {i00F OECK UN1T5 SttALL �/� J���• � h • G�h• _ 2 E%POSURE B 3- ARACH fi00F E K �O 9EAM5 OH PLATES PpPRAlLE1 TO DECKAT � I ' � ' - - � WITH S�E' DIAMETEP PUDDL E WEIDS AT 12' . - N. EANTII�UAKE ZONE I ' �_ A77pCH FIOOfl DECK (PE��h7ANENT GONCPETE FORM) TO LACH - ' C /� - . . . ' I, lWE LOADS ARE REDUCED PER CAOE IF nPPLICABLE. MTERMECIATE SUPPORT AT S�DE fAPS W:iH PUUDLE WELD. EACH � � - ' K` � r '�1 ' - � ; - - ENO LAP IS WELDED TO EACH SIDE LAP PWS CNE MTEHMEDIATE � � O _ WELD �7HREE `MELDS PER SMEET). - - - - - . • � - 2. NON-STRUCTURAL E�EMENTS: - ` A ELEMENTS SUCM AS NON-BEhRING PARTITIONS, ETC. ATfACHED TO 9. LIGHT-GRGE FRAMING: - ' � 1 1 ANDIOR SUPPOPTED BY THE S7RUCTURE S44ALL TAKE INTO AGCA4NT A. �IGHT -GAGE MEl ai FRaMrt+G SliA.i BE TME 51ZE 4'10 GAGE SHOWN ON THE . ' - ' DEFLECTqNS AND OTNER STRUCTURAI MOVEMENTS. DRaWMGS � - - " B. fiflE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND B. FNAMING ROLLED FROM STEEL 18 GAGE AND LIGHTEfl SHALL CONFOHM TO ASTM � I - . SMAIL MEET MINIMUM COOE REOUIREMENTS FOR THE 7VPE OF CONSTflUG qy70, UTEST EDITION. COMMEflCIAL GRA�E. WITH A MIhIMUM YIELO STRESS OF � �� �r• � ' / � ' 1 1 ( y� 7qN SPECIFIEO 8V THE AflCMRECTt1RAL OMWINGS. 33.�D0 P51. � I � � �� N � � � �� � / . - - ' C. PEFER TO ARCHREGTURAL OMWINGS FOfl VOID SPACE BELOW NON- � ` t . - ' - ' STRUGTURAL PART17�ON5 ON SIABSAN-GRA�E. jRE: SOILS REPOPT). C. FflAMWG ROLLED FROM STEEL 16 GAGE AND H6IVIER SHALL WNFORM TD �^ � -!.y�� � - f ,_ y� ASTM AS]0. LATEST EDITqN, WITH A MINIMUM V�ELD STRESS OF SC.GGO PSL � I � F�I�D ✓�. \ - �. VM ' (�� p��� � 3. FOUNDATIONS: I I . .. . . . . . _ - ' . _. 10. NONSHRINK GROUT: � . - \ A hU%IMUM SOIL DESIGN PflESSURE 2000 PSF 0. NON-SHRINH GROUT Sf1ALL BE PROVIDED AS FOLLOWS: I I \.� K 4 •� . L BETWEEh CALUMN BASES AIJ� FO�TINGS � / B. iHE ALLOWABLE SOIL BEARWG PflESSURE ASSUME� IN DESIGN IS 2000 PSf. • - I i . ,� - ' - THE GONTRACTOR SHALL RETAIN A LICENSED SOILS ENGINEER TO INSPECT �� W�O. - �( �; q � � , - THE FOUNOATION EXCAVATION. SOILS ENGINEER SHALL VERIFY IN WRiTING � - Ih ��� � I ✓/ � � i ' p - - . T}7E ACTUAL SO�LS CAPAqT/ IS EQUAL TO OF GREATEH THAN ASSUMEO. A P4V WOOD OECK AND/OR WnFEReOAPD ' � Q ALL FOOTING BEARING ELEVATIONS SNOWN ARE ASSUMED. EXACT BEARINO 1. PANEL TNICKNESS SHALL BE AS $FIOWN ON i!¢ ORAWING. APPLICATION _ � � i � � � � T ,� �/ �/� � � _ � ELEVATIONS SHALL BE VER{F1BD IN T4tE FlELD W ITH ACTUAL CONDITKNJS eV SHAIL BH M ACCORDANGE WITH RECOMMENDATIONS OF THE AMER�CAN , I �� . PLYWOOOASSOGIATION- _ �� � I l'(� � K 'v+ i � �,T jj .� �/�� . . " CONTRAC70R WITM APPROVAL OF SOILS ENGINEER AND ALL BOTTOM OF 2 EAGH PANEL SFfALL BE IOENTiFlED WITH THE GRADE�TflADEMAqK OF -- - �J'� - . F00TiNGS SMALL BE A MINNAUM OF 4B' BEIaW E%TERI�R GRADE. ' � �- � � ' � - . � . . . T}7� pMER1CAN PLYWOOD ASSOC�ATION 4N� 515ALL MEE� l41E REOU4fiEMENTS �. ALL FOO7INGS ARE TO DE %ACED ON FIHM, UNDISLURBED, NATURAI SOIL OF Il 5 PRODVGTS Sl ANDAR� PSI. LATESi EUITION FOfl PLYWOO� ALLM �r • �jj• �f"O /��GK � _ . _ � OR PflOPERLV COMPACTED BACKFlLL, APPROVED BV THE SOILS ENGWEER. PANElS WMIGH FIAVE ANY EOGE CR StIPFAGE PEHMW�ENR.V E%POSED TD I I . . TNE WEATHER St1ALL BE OF TME EXTEP�Ofl TYPE. � �� YWN �'� �'•�-Y -fl ! - _ - � BpCKFILI SttALL 8E CAMPACTED TO 95% (MINIMUM) STANOAPD PROCTOR 3. FOfl fi00F USE 1'4' (40/20 SPAh MTINGj E%F'(:SJflE I SHEA1F11NG NAIIED AT 0' � � _ DENS�T/ UNLESS OTFIERWISE flECOMMENDED IN TME SOILS REPORT. If SOFT O.C. ALONG PANEL EDGES .WO AT 12" ALOHG :MCRMECIATE SUPPORTS. . � j� p�,�CFi - � �.� - . SPOTS ARE ENCOUMERED REAqVE SOIL AND RECAMPACT WITH APPROVED ! E%TERIOR `NALLS SFIALL HAVE OqE LAYEP JF 1 2' E%POSUPE I SHEATHING ,' ' ' - . FlLL. (RE: SO�L F7EPORT FOR DESCflIPT10N OF UEARING SOIL) NAI4ED A7 6' O.C. AIONG PANEI EpGES. � � i � � � 5. DIAPHFiHGM SMEATHING SFIA4L BE THE THICR11E55 S1d'iW'v (-H %L15 �� l {� �J� ���� �J � _ - - ' E. CENTER ALl FOOTINGS (DflILLED PIERSj UNDER WALLS, CALVMNS CR GRID WIT H T H E F A G E G RA I N P E R P LNDI GULAR 10 SUPSK)p , $ � i 4�` .K nHiS � . � . _ LWESUNLESSOTHEPWISENOTEDONPLAN3 STAGG[flCD. - � M ' B. MfS[ALL SUII pgLE EOGE SUPPORT 9Y VSE OF PLYCUi-5 1 �t .. . � ' . ` , { . W _- _ _ , F. CANTRACTOfl TO PPOVI�E, AT HIS EXPENSE, FIEID DENSITY TESTS ON GROOVE PANELS Ofl SOLIO WOOD BLOCK;NG BE �liEC I� - -i . I :.1 � � /�/ • . C(N�M1PACTED FlLL UNDER FOOTINGS AtJD lM'ERIQR SLABSON-GRaDE . , r 12 GENERAL: . ' - . `�'�-'� � � . 6. N07WY SQILS ENGINEEA WHEN EXGAVATWN IS CAMPLETED SO TNAT GONDI- ' TIONS MAY BE INSPECTED PR10fl TO PIACEMENT OF ANY FlLL OR CONCRETE. A. ENGINEER'S ACGEP7ANCE MUST BE SECUHED fOR ALL STF7UCTURAI SUBSTINTIONS. ^ A � . 1. CONCHETE: B. VEflIFY AlL OPENINGS THROUGH FLOpRS. HOOF AND WALLS WfTH MECNANIGAL AND . � � �/ 1 I O � • 1 S EC T I0 N 1 - - � � � �� A /1LL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH NPE II PORTLAN� ! LL C ffiICAL CONIRAC70RS. VERIFICAfqN CF LOGALONS, 51ZE5, UN I ELS. AND . GEMEM, STONE AGGREGATE AND SF1AI..L DEVELOP 3000 PSI COMPRESSNE HEOUiHf_D CONNECTIONS ARE GONTRACTOR'S COMPLETE RESPONSIBILITV. STflENGTH IN 28 DAVS IF CONCRE7E SUPPl1ER PROPOSES U$E OF FLYASH HE ?/j , s ; '6 '', � , � U � � � � . SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION G I'lllOfi iC IN51 nLLAnON OF MEGt1ANICAI hND EIEC(FICAL WUIPMGNT Ofl OTHEfi � O AT TttAE OF BID. I 16M5 TO BE AIIACHEO TO 7 HE S I RUV f URE E`1GMEER'S APPROVAI OF GONNECTIONS [� . nND SUPPORTS SI IALL BE OBl AINEO. UNLE55 $PEC�FlCALLY DEl AItED ON C ) . . - AflCHIlEC7URALANDSTRUCTURALDMW�NGS. flESPECTIVESUBCOMRACTOH - � - � `�� � � g. THE MODULES Of ELASTICITY OF ALL CONCRETE SNAlI EXCEE� Wc��s 33 fc SHALL FURNISH ALL HANGEflS, CONNECTIOIJS ETC., REOUIRED FOFl INSI ALUTION OF . - (OR57.00Of[ NOHRIALWEIGHTCONCRETt). . qISITEM$. - - ,ryY/ O� � - � G COMRACTORMAYPOURSLABS-ON-GRADECONTINWUSANDSAWCUTJOINTS. {�J� � � � - JOINTS SHAIL 9E SPAGED 15 FEET AND SAWGUT 1' DECP % hE' WIDE WITNIN D. PI90VIOE AiL EMBEDUED ITEMS IN STRUCTU�E AS NOTE� ON ARCHIIECTl1RAL, 12 HOURS AFfER POUFING. CARRV ALL SLAB REINFORGEMENT ThIROUGH JOIM. PdECt1ANICPI. ElEC1RICAL, ANO STFiUCTUFIAL DftAWINGS. MISCELLANEOUS - EMBEUDEO ITEMS AND ANGFIOR BOLTS SHALL BE FUHNISHED 9Y STEEI SUPPLIER M D. SLA9S, TOPPING, FOG�iI.3S, BEHMS AND WAL15 SHALL NOT HAVE JOMTS IN hND INSTALLED BV CANCRETE CONTRACTOR. STEEL SHALL FULFILL AS7M A38. � � • • � � � �- A HORIZONTAL PIANE. ANV STOP IN CANCRETE WORK MUST BE MADE AT TNIRO E. PPOVIDE ASPHALTIC MASTIC-COA7:NG ON ALL STEEL AND WOOD E%POSED TO THE \ y . - POINTOFSPANWITHVERTICAIBULKHEADSAND110R20NTAlSHEARKEYS � EARTH. . �L • �Y/ �� �FJ � ` % � Q �� UNIESS OTHERWISE SMOWN. ALL CONSTRUCTION JOINTS SfiALL BE AS - - . � � . . ' OETAIIED QR AS EtFV1E'NED 8Y THE ENGINEEP. ' p gV{j�{�l S 1 w A13C Efl[C110N DFiA`N1NGS TO ENu1NEER GOR HE�IE'N OF All - ('� � . E ALl CONCFlETE WOHK AND REINFOPCEMENT DETAI4NG SHALL BE IN 91 � r . i u� 1 5� CFL, TRUSS JUISiS. BAR JO�STS. nNC METAI DECK TIIE . - Q ' ` ' - � ACCOROANCE WITH Aq 6UILDMG COOE 318-89. UNLESS NOTED OTHERWISE �� �<<- �� � ��«<�� �R !ApRiCAf ION OF qNY �IEMi PRIOR TO WRI1lEN REYIEW ALL E%POSED E�GES OF CONCRETE WORK SHALL HAVE 1i21NGH CHAMFER U� SH >f- DRAYdHGS 'NILL OE EMIRELV Ai THE RISK OF THE CONTRACTOR. . USE STANDARD h100KS ON DOWELS UNLE55 O�HER`NSE NOTED. ' � � � � � G. W� �Efll 11UU' �11-:. VAI JA OARRIERS. WATERSTOP, ETC., SF1ALl BE �S S��OWN rji . �.� ! � �/ �j l�3 �4 x �'�- � ' _ 1 - 5. REINFORCEMENT: - ON lHE ARGHII[ LiUMI DRAWINGS AND AS INDICAiED IN THE SPEQFlGATIONS. , • yJ , - - N ::� Os-.j ;t . , � r � N , A. ALL PEINFOFlCING SHALL 6E HIGH-STRENGTM DEF�RMED BARS CONFORMING TO H. THE USE OF CnH:A30AND PAN FORMS WILL NOT BE ALLCVfED.USE ONLY NEW ' . 4M� ��� � � f1 � ^ . _ �U �� �..� ��,vF} V __ _ _ �Z hf I �� �V . E•S ' - � ' 51 EEL Ofl FlDEAGLA55 F�JfiMS. ' I / ASTM GRADE 675, GM�E fi0 EXCEPT TIES, STIRRUPS AND PLATE ANCHOHS WMICH - . St1ALL BE DEFORMEO BARS, ASTM OESIGNA710N A615, GHAOE 40. 1. nLL DIMEPiS�ONS ON STRUCTURAI DRAW 1NG5 SMALL BF G41ECI(E� AGAINST FIElO . - / �� Y I Z - � � )I'X ��1, %� ✓� �O" f � - - : � B. VJELOED W IAE FABPIC SHALL CANFORM 70 ASTM A785 AND SHALI BE LAPPED nfiCHITECTURAL DRA WINGS. _ ` _ ONE FULI MESH AT SIDE AND END SPLICES AND WIflED TOGETHEfl. _ _ ! _ _ y � � �f Y � �q 1��u �.�y u/ y�� ��fh J. ALL STEEL BEAM TO BEAM OR COLUMN CONNECTION PLATES SHALL BE WELDED � � �} `J' - Q POLYPROPYIENE F18Efl REINFORCING SNALL h1AVE FIBER LENGTH COORDIN- TOGETHER UNLESS SPEpFlCALLY NOTED OTHERWISE. - \ + V. /Z f J % V,�V !� - - / y ' ' ATE WITH AGGREGATE SiZE �S PER MANUFACTURER'S PECOMMENDATIONS. ' ' X / ` � � � � �r � O - AMOUNT OF FIBERS SNALt BE 11 MINIMUM OF 7.5 �BS/YHD 3 OF CONCRETE Ofl - , , ��4 - THE AMOUNT RECAMMENOED BY THE MANUFACfURER WHIGH EVER IS GREATER. � , � � i r f: ^ - ' _ - . - D. REINFORCEMENTPROTECTION: � `y�IT U - - � - l. CANCPETE POURFD AGnfNST EAHTH 3' Pi �Z �O \ . i i - - - . 2. CONGpETE POUFE� M POflMS (E%POSED TO WEATHER OR ENPTH) Y ' _ � 3. COLUMNS AND BEAMS �T�E BNNRS) 1-b'2' - ' . . � /. SLABS AND WALLS (NOT EXPOSED TO WEATHER) J`i' I - - - . - 1 1 E. NO SPLICES OF REINFOPCEMEM SFIALL BE MADE E%CEPT AS DEl AILED OH ' ' - AU'lHOR12EDBYTHESTRUCTUflALENGINEEF. IAPSPUCES, WtIFAEPEHMI1Rq I � . . - ' SFINLL BE A MINIMUM OF 36 �AR OIAMET[R$ UNLESS OTHEFWISE NOTEO. MAKE - �\ � - � ALLBARSCAMINWUSAflOUNDCORNERS. - \� /� L � � -�� �' � �' � �� ��� �`� ��! ��, � .- � � F, PIACE TWO YS (PER B' THICKNESS) WITH 7-0 PflOJECTION AROUND ALL , " , �'� � 3'�1 � 2 'L K 3��� f I / . _ . _ OPENINGS IN CONCRETE WaLLS, SL/1BS. AND BEAMS AL50 PROVIUE TWO . \\'' �' ( � I , . . YS X 4'-0 �IAGONALLV AT EACN CORNER. \ ' 7r � - - - Ca. CONTINWUS TOV nND BOTTOM BAflS IN WALL3 nND BEAMS SNALL BE i \ \� � ` L V - - SPLICED �5 FOLLOWS: T�P BARS At MIDSPAN. 80TTOM BARS OVER SUPPORTS. - �• � • �• �v' � �h r ?�v � ---�._. / �. H. PROVIDE AlL ACGESSORIES NECESSAftY TQ SUPPORi ftE1NFORC WG PT POSI- \ �' � � , �+1� . - .� _ .. ' � _-'_ - � % . '�i � �0�/U - . - - x .i TIONS SHOWN ON THE PLANS. ALL REINFORCEMENT TO BE f1ELD SECURELY ' ---,n.' -_ . - W PflOPEA POSITION IN ACCORDANCE WITM ACI 378-77. - • . - - 8. AAASONRY: - � �M . ��C� ��� J e ' ' ' ' �(i.. GH �R� ; f'!�-i � A, WqLLS $f1ALL BE REIt�ORCEO FIOPIZONTALLY RT 1fi' ON CENTER WITH LA�DEfl OR ' - -. -. - - TRUSS-TYPE FEMFO"/'�?dEM MEETING ASTM AB2 MASONRY WA4L REMFOflC£MENT. - y{ d E%TERIOP WAILS SNALL ALSO 8E flEINFORCED W1TH Y6 VERTICALLY A1 WALL � ' � C� �t . . . . - - - . . CwotAr..cy/Prat(�'„„. iultz . ENDS, COHNEPS. EACM SIDE OF DOOR OR WINDOW OPENINGS. flEMFORCEMENT - - ' /4chitectx. p.a . , - � IV f1(�1(i ft5EfV0� '. " SFtAII BE FUL4Y GROUTED IN PLAGE. GFWl1T St1ALl OEVELOP 3000 PSI M 2B DAYS ' - . • � - . � • a�d de5rgns npwporotl,d , HND MEET ASTM C976. - . - . G Ftt1 ALL VOIDS AN� BLOCN CELLS SOLIDLV WITH ASTM C4�6 GROUT FOR A ! ihi! doEumMt, ond ihe �deaq- - DISTANCE OF 21' BENEATH AND 16 EACH SI�E OF ALL BEAM F7EACTIONS /^- a - - � herin, os on insWmapt oI � - -profes9�Ond 9cvicq �s Mp '- - - � OR OTHER CONCEN�RATED LOADS UNLESS OTHERWISE NOTEO. ' E V T � O N 'S S ECT I �N � P�°P�ty o( Gwathmcy/Prutl� _ , � . D. PROVIDEATHICKENEDCANCRETESLNBUNDEAALLMASONRYWAILSON - SChulf� ArCh��@cfl. PC poa �a: SLA85. SEE ARCHffECTURAL DRAWINGS FOP LOCATION AND EXTEN� OF nOl l0 W USed M NhdO af 0 : WALLS AND FOF OPENiNGS, ALL OF WHICH REWIRE L1NTE4.5. SEE lOOSE LlNSEL pOrt,- �at pny Olhq pro�cc�-,_ - .`-: SCHEDULE FOR FRAMING OVER NON-BEARMG OPENINGS IF NOT SF10WN ON wlfhoyt ths w�ilt90 uu1h0+§Vtioq" STPUCTURAI ORAWINGS. SEE MECHANICAL OPAWINGS FOR OPENINGS, aLL - ot Edward N. CwatArriey Jr., -- . Henry R, Proti a� Sdney Schult= . OP WHICN REOUIRE LINTELS. � " , E. CONCRETE BLOCN UNRS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SFWLL . " FULFILL ASTM C62. MORTAq SFVLLL BE TYPE S OR M, pSTM C2�0. - - _ - - - - - - - . . - . - ; - y '..-_ F. MASONRY SHEAR WALL$ SIfALL BE REINFORGEO AND 3ROUTED WI7H ASTM CA]8 - � GROUT RS $I10WN ON ORAW INGS. i . G. WHERE MASONRY IIN�E�S CPOSS EXPANSION CAPRROI JOlM51N MAS�NRY. � - DQ lC. . �. � , . - INSiALL LINTELS 50 THAT THE LINTEL MAY SLIDE ON ONE END. , - - - . N. MASONRY St1ALl CONSIST OF CONCREfE BLOCK WITH A MINIMUAI - Z S MARCH � �94. �-. - COMPRESSNE STRENGYH fm OF I500 PSI. At 2B OAYS. - Revised: 7. STRUCTUML ST__ EE�: - - . ' . . � - - " � . ' A ALL STRUCTURAI STEEL SMALL CONFORM TO ASTM SPEQFICATK)NS A36 E%GEPT � � " - - - - , PIPE COIUMNS WHIGN SHALL CONFORM TO ASTM A57 AHO ' ,dyl i- N � Ut:S TO - - � - . ASTM A50�. GRADE B, UTEST EDITIONS. ANCIIOR BOI TS :.I � •. i I.I _ .. i �L L ANO � � q - - ' 6i1SCELLANEOUS £MBEDDED ITEMS SFSALL BE A36 S1EEL. ��. `�� ' - F �� ��J . . - - B. STRUCTURAL STEEI SMPLL BE DETAllEO AND FABftICATEO IN ACCAftDANCE . �"(1�� K ��� �J, w - . WITH LAT�ST PROV�SIONS OF AISC 'MANUAL OF STEEL CANSTRUCTION' � � . - . - , r� C. UNLESS OTHERWISE NOTED, USE STANDARD FRAME BEAM SHEAN CONNEGTIONS - WRN STEEL BOLTS OR WELDED EQUIVALEM. SELECT CONNECTION AT EACH �u Y�j1Z � � - SPLICE TO SUPPORT 60'6 TME TOTAL UNIFORM LOAD CMACITV FOfl EACH G�VEN _ � __ ___ __ _ _ __ _ , - • . { . 7 .-. _- - BEHM AND SPAN FOR NON-COMPQSITE MEMBEflS. _ r ^ . --.•t�,!"` - . . . . = .`".., D. MINIMUM WELDS TO BE AISC AND/OR RWS BVT NOT LESS THAN 3/16' CANiINU0U5 _ - _ . " FlLLETUNLEuSOTNERWISENOTED. ' - _ . _ � ``,� � ouury��,,, e<.' - . E. Mi WElDERS SHA11 FIRVE EVIDENCE OF PASSING TNE AMERtCAN WELOING ' �^��`_� `�� _ . SOCIETY STANDARD �UALIFIGATIONS TESTS AS �EIARED IN AWS DLi. ` - . , � � R • � ',ii '. _ � - , TE .;ti, . F. STRUCTURAL SUPPIIER W FURNI$N IMTE�S FON ALL MASONfiY OPENINGS NOT . - � ` !. - IN LOOSE LINTElSCHEDU�E OR AS SHOWN DN STRUCTURAL DRAWINGS. ONE � ` / -_ � ' O •y , + _ ' END OF YME LIMEL SHALL BE FREE TO MOVE F10RRONTAILV TO AILOW FOR ' " � • fi - ELONGATIONAND SIiOPTENING. � �; �J /` �' � �1L � • ( �r . ��,�{{{�/1y//, �S� - , �E , � // # • 6. iHE TERMIN040GV 'CONIINUWS' MEANS QUANTITY. PROVIDE THE NECESSARY ' - - `y�'/ ' � � , # _ - JOINT DETA�LS TO ALLOW FOfl BUIIDMG MOVEMENTS. COOHDINATE LOCATIONS - . ; , . WITN ARCHITECTURAL CONTflOL AND EXPANSION JOINTS. - - � •� • , � 7!/ � � � � S ' � ', - - . - Il PflOVIDE ANCHORS FOR BEhMS BEARING ON MASONRY WHEPE ANCHOR BOlTS i � �i�"��.i�� ryA� f�� � `� � - ME NOT SPECWlE4 SEE AflCH1TECTURAL AND MECh1ANICAL �flAwWGS FOR NAILEq . � � , - ,, � ••••• � , FiOLES, SPECIAL DETpILS nND MISCELLANEOUS STEEL. - 'r(7 3,/Cj � 2� �( �S�(� �( � - � � /� � � � '�'.�F C0�-V,.�,` - - ` � , ��.n........ \ . `� � �. GoN �a �Tlaia v�. . x I. PROVIDE TEMPOFIARV BRACING AND PflECAUTiONS NECESSARY TO WRHSTAND ' @�'-'p / '1, �6!� N t ' . � ALL CONSTflUCTqN AND/OR WIND LOADS UMIL ALl FlEL� CONNECTIONS ARE ' �JrL � hU p � �e '+y g�7 d COMPLETED ANp SHEAP WALLS OP OECNS ARE IN RACE . F .y �� �] a ' - � �, � J. SrEEL ,qiSTS AND/Ofl J01ST GIRDfRS 9Wl f1E DESIGNED. FABRICATED AND . _ . . ��� �'� C bh_� d l , ' � II ' '� r �: .' � Y s� � . . S � � _ ERECTED �N AC,COflDANCE WRM STtEL X11ST MSTITUTE (SJ% SPECIFICATIONS r r' r �, .{ �� ' �' �1 � - � �(.� y �1 � � {� T� ANDSMALLBESk$ NPEANDSIZESHOWNONTHEORAWINGS. PROYIOEANOINSTALL � - � . _ . ___ . ___ _ .__ _ .._. ._ __'_ . "__ . ._. _ . � r r - � • 9RIDGINGINACCOflDhNGE WITHSJISPECIFlCA710NS. SF10P DRAVlING SUBMI7TAL5 . `' { l) r� � /(. � �Ile�. l {VUmUQ� � � $!WLL pE ACCqMPM11E0 BY VERIFICATION 41AT MANUFACTUREfl IS SJI CERT IFlED - - T O ■ � V �� Y � � L - f� . _ � AND SFfALI NAME THE REGISTERED PflOFES510NA1 STRUCTURAL ENGMEkR IN � - - �' � /�� �1 , , '\ . . . � . - - CHARGEOFDESIGN. - ' % - - . . 1 M . c , �.iw• 1 - K STEEL FABRIGATOfl SHALL NOT REGEIVE ADDITIONAI COMPENSATION WR SHOP �RAWING J � �- � - - TIME FOfl ANY REVISIONS TO EAECTiON �RAWINGS NOR POfl ANY AEVISIONS TO PIECE . ' � - ' DRAWINGSPfl10RTOENGINEER'SAPPROVAIOFERECTIONDRAWINGS. . , ' BY,. --- -- - U --- -- � --- DnTE.. �ii'9y . � � % L WFIENEVER MASONRY NESTS ON STEEL BEnMS WfTH FInNGES NARROWEN THAN ' - � - _ ACTUAL MASONRY TNICKNESS, WELA 1/<' CON7 WUOUS PIATE TO BEAM FIANGE. - - - - . - - . - WIDTH OF PLATE TO BE 1/2' NARROWEP THnN MASONFY THICKNESS. � � � � � � O � � . � �� T I O � �� + . - r � � ' - . i . � � - . - . _ � _ , _ . � . _ ' . . . �J! _ . . - 1 . . �`�': . - . � . �_ � . ' _ '� . - .. � � . � � � . �Y .. - . i _ • - � • - I . . . J ' _ a � / . -.. - - ♦ � . _ . 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IN TI-E SAME I / L _ - - - - - - � I � F7 8'-6�(8'-6'X7-0• a6 � 9" E.W. J rn�5 o�9 a��'c«pwuted�a<ae V62TICAL PLAl�E OF T�E MASON2Y � _ _ � 3.�. / �lfV� i1f.91 O WALL ON LEV�S I TF-RU 4. - � / oPOO�� �y or c+ntnr�eY�vra�i/ rs on Inslrument o � prn�ensronal amWce, ie t�e � � 10 � .rn„!tz MchitactB. P. and �in � I - - - x — — x — — — I I I -.nt !o De used in vlhdepcw rn 3 � a � � w�tnoutwthe rltlm �lhorl[atiau I � — � — � � ot F.dwartl IA Cwnthmey h. . _ Henr � R P� otl or $WOey Scnw � z s� � ��-� �,r _ _ . .s . �� I . �� I J � � �,, 1_ � VE1— 'f � 1_ OO � � R �, M11`� � TYP I h�� '�'0 `�� �� � I + A1� D � OU1� D � T101`� � L � 1`� PL �f1 � I + �+�C}' � � ,�„+�� � ,� v Date: � I �b c� I I c� -�.b I 28, MARCH 1994 -- � — - � — — — `'b — — -- I _� � — � iia•-r-o' Revised : I I � U I I r � I � � ^ HQTES : 11 , APRIL 1994 I �-- I I � — I / - i 1 ' � 6 / 7/94 � � � � � �v�� I F I I I 0 m �� I. T.O. STEEL - 8152'-4 I/4' (U.O.NJ I ��� a �. � � 2 3' CONCRETE SLAB REIf�FORCED W/ 6X6-WI.4XWI.4 W.W.F. I (�'-8� � � OVB2 .6C-28 GAGE METAL DECK. TOTAL TI-IICKf�ESS • 3' I8-8'] � �T.�. a Q J � �T.O. FT . d T.O. WALL� — �� • / 4� �` 3. �-�' DBVOTES LOCATION OF C6X8.2 X-9RACING. S8 S 'a - � � �'-8' � (57-6 I/4� � — — — — � (TYP. U.l�1J — — O.W. ; � :� 0 � � S� . 4. CONTRACTOR $HALL HAVE A SOI�S ENGIf�2 w k ��?�,h,�, a�. J �-- — — — — — — — — — _ - - - - --- - - - - — INSPECT SOIL CONDITIOf�LS AFTER DEMOLITION TO -`"-� � "'� ' " — — pETERMIf�E ALLOWABI.E SOIL BEARING CAPACITIES. '� �� � ��' y9" ' \\p �I \ � ,�\B I O 5. RE�6? TO S/10 FOR RETAINING WALLS _# , 1 ��� -{-P+ I O I , -�-p+ R�ER TO SIO a+ p+ FI `� 6. CONTRACTOR HA5 T1� OPTION T��' IL�L�F5C�1bATION B�ORE INSTALLATION OF � � � `4�'�; ' �` � R ,� � a � FOR ADDITIONAL � a+� �. vrxa•xr o• a+� J . W/(2) 5/8' DIA. �j FLOOR DIAF'H2AGM. 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" ' .. . . � " � - � . �✓ � � . ' 3 �� � - } ` _ Y _ � +� � j � DETAIL ` SECTION 11 SECTION � � _ - � �• �j � ��t � �; ` . � 9 � � u.-r. y . � ���f`�Q ,� _ SECTlQN 3 ' � � . � . _, __ ; : _ _ �`E , � . , : • _ : . . . . • i _ = _ _ _ �-- _ , � i� . . _ # - � - _ , - } _ . , - -- - — . ,. ;_ ` , , - -- - - - - - - • - . _ _ ' : , ; � . . - - - � . . . � ; ,. . . _ . r - . _ V Y - ' - . _ _ _ c . -_ �+ �_- r . _ . . . - � . . . - . . ... _ � ' � _ _. � _ _ _ ___ ,,�� , � - _ _ _ _ t --- - -,,. ._ . ,. . _ , . �. - , _ - - . -_ - �_. - - . _ . � ._ � , . , , r - ,' '� ' �.�VYQ � �i f71 E � . � GENERAL NOTES ' t � . � - t P ��� � ° '- r Y' -�' � . � � , ,. g� q� � [� .: y . -: z t _ �. 1-I�V LOAD$ U� E f�'l E IG :�c - ' . ' . . . . . - . - - . - � N � - . . . . . . ' R ��.� �� � �K L � YI!'! ° �-� - . ' 1 10r ° , , # _ / . - � � �� � � x. " � _ 'A. ROOP -' . -..BOPSF _ E. METFLDEC ' . _ _ . + _ / � ti�� l� . �� . O 4 _ - -' �� . _ . . _ . . . �'�� - . --��' s � .--= �: �� � ' , SID � � W1. �'" -`` ' . .. . 90 PSF o .. - _ A. � •- DECK 81U1119� SF1�PfAINTED STEEI SI�ALL BEOF THE 7YPE �ALL[C FON ON TNE � . � . � - _ - - , . - _ t � S, �y i _'_ �c. _ - � - -� - F - _ , - . . - FRPMING PLNN$ AND 5{ BE WNTINWUS WNERE POSSIpI E _ _ _ - -.- . �"` � � � , . .:'. . -.':. - -. : - � :� - � 1 II t :, > fs r t.t _ _ s ` � �ii�ri�pA 9EC�K ; _=� ; - �oo esF � 4,. � '� �'�� �t. 3/4�i� 8 x o � ia 100fF S, Fronio e Rd WesE -. & � DECKING SHALL E3E INSTF� ED AND ALL OPEN W S IN DGCK CuT �a:�C ildt;. .,(?CED � ��j �, �T�P , _ • - � y _ �,, ' � � ft ° _ sc rsF � _ �� `4 "' _'�/�'' -r !�� �'(�i aA: c or' do $1 5I -;E � . �.i W AGCORDANGE WITH MqNVFAGFUF7ER5 STAN AHD UEInRS kf�L' SPCCU ICA71pNS J� 1� ,J 4 S "� D. qFF��; � . X 1'JRJ�G O , t � 6 F - ` ._ . . - - .- ' '- - - i3 - E%GEF7ASOYtiEAWISENO7EQOR5PECIFIED. . . y , , . . . - - � }_ - Yc . _. -' . _ . � - P .. - . . _.. . . . . . j� _ h ;; - E, AEfAI� y , ' . � ]S � ' '. � .: . C.- WELOINfi RC-0UIR[MENTS SHALL BE A$FOILOW$ UNLESS OTHEFVdISE $HOWN � �� �y'll . . . . _ I � . . . . � " W03� �� _ j�4� , * _ � . oniannwwcs: Fu� ( 7 476�ts1a � y � F: Pl�QLIT�QN9T � . . - p P�' - �- . '. . . 1. ATTACH flOOF DECK TO SUPPORT BEAM9. STEEL 101ST5 OP PUTES WITH 5rB' I . . - . . . . _ q� � r . ' _' . . � �� PUDULEWE�bSORSCREWSATIY I I '1� � . � � . �J���, ��If%�. � �7 . p��j� ; X ' � 4 - } . Q WIND - . `� ' t 2. LONGITUDIWLLJOMT$ 8E7WEENADJAGEM �OOF [�CKUNIT� SHALL I '` ' �Z I,� / � . _ � 1, Ql�S�G WIND SPEEQ` . 80 MPN - g[ FASTFIJED TOGETNER WITH 5:9' OIM�7ETEP PVD�LE WEiUS �T 3W. I ,A . . .. ; . •_ � EXf'OSUR� . . - �� � 3, ATTACH fi00i DECK TO �EAMS ON Pl/.TES PARALLR TO qEGN - � � �� ' EARTMqqAK@ ZONE 1 � . - WfTN 5/8' DWMETEH PUDOLE N�LDS AS 1 Y I . . . ` � � -�, ` _. . ' - .` . - - 1. ATIACH FLODR DECK IvE�1ANEM CONCflETE FJRN� TO GCH ��I I - - ' � � . , � � L ��` ' . . _ _ ' _- . � I,IyE LQADS AF1E RERU�ED PEA CODE �F APPIi�l.BL6. IN(EflMEDUTE SUPPORT AT SIDE LAPS `NITH PUUDIE WELD. EACH . ' - � ��� ' r ,' F 4 * �� � � `� ?�. EN�LAG IS WELDED TO EACN SIDE LAP PLUS (2) INTEflME�IA'fE I r�(* I �tt ��(J�'�j "ri� 4 /�'j. '� � ( - .- . '" . . .:. - .. . - . � . . ' . . . . . ' . . - ` _ . .. . WC-LD G4T ViE�OSPERSF�EET1- - . /Z ` Il�� I . . . . . . � Y - . 4 �, 4 N O N S T R U CT UFiM t l M M _- - i 4 � f . . '�.I{. ` . EI.Eb1ENTS SUCM AS NON$EARIPo.G PARTITIONS, ETP., AITAC}1E0 TO �� - 9. LIGHT-GAGE FRAMIN : I _ � �.� . . � / . _ . _ t �� � � ` I � � =� BNDlOF! SUPPORTEQ�Y TFIE STFIUCTUfiE SHN.L LHKE INTO ACCOUN7 �. LIGHT�GAGE MEZA� FMM�t1G SF1ALL BE TNE SIZE ANU GaGE SIqWN JN T11E I �,�7 ��� t , . ���� '. I _ . , D,��EGTION$ /WPOTHERSTFUGTl1FlALM0'/EMENTS. ' � . DftAWINGS. �J , 1 ,�N� f` N' � ��• - ' � _ . _ - �� _ . � i }� � . . �� � . , j � F_-. t � ' � FlPE PR9TEGTION FOR Ali STRUGTUFtAt PAF1T5 SI�Wl OE PROVIpEO ANp a' g. FRAMING ROLLED FROM STEEL 1 B GAGE AND LIGHTEP SHALL CONFOHM TO ASTM q � I � �jI`� ''p. ,74 r _ � � � � ` . � - St1ALL MEEt MINIA�Jp1 CODE REOUIREMENTS FOR THE TYPE OF CONSTRUC- � p5�0, LATEST EDITION, COMMEPCIAL GRADE, N/ITH A MIHIMUM YIEID STRE55 OF � � II� 1 ' J� I ! 3 ' � 1 I � h� I1N � �/ ✓� A� ' _ �. / , -- • _ § � - . - 710N SPECff VE� BY THE ARCHITEGTliB�E �PAWING3. . �f. . - 33.OG0 PS{. W �J � � � � I� • � . . v� I �- � -• � - - - _ _, _ . _ � , I 1 � . " I /� \ Y c - - G RGFER TO A[1GH17E�TUFW. DRAWINGS fOR �OID SPPCE BELOW NOµ �, C. FflNMING ROLIED FYiOhY STEEL 16 C�1GE N1D HEA`/IER SW�L CONFOHN TO - ' yF�^ �� ��yI � } • - �.j� (�I / � - - - - - -- . STflUCTUWLLP�TITIONSOflSLABS-ON-GW1DE. {HE SOILSPEPORn. j ASih1N90, LATESTEO1710tl, WITHAMIW�dUMYlELDSTHES50F50,000V51. � � ' , • , � - � � � � - {.r'� � v�• � ' 1 ' � �� `�� ��"� � _ _' 3 FOUNCAT� _ . r �'�� �// � . � � • 10. NON-SHRI�JK GNOUT: � � • , I . . r - A - NN(IMUN SOII DESIGN PRESSURE 2000 PSF - , , , � � ' , /� - A. NON-SHRINK GROUT $tNLL BE PflOVIDED AS FOLLOW5: � ' I ` � g - - 8. THE AILOWA9LE 5QiL6EMING PFtESSURE ASSUMEO � D��GN IS 20W PSF. 1. eE7WEEN COLVMN BASES ANq FOOTiNGS- � , - ^ . / / ( ! ; ' ' - � - THE CONTRAGTOR SlIAI,L REiAUi A LICENSED $OILS ENGRIEEN TO INSP£GT � � �y�pp: � . - g � - �� . - THE FOUNDATIUN EXGAVATION. S01L5 ENGM6ER SMALL �[EFIFY IN WRII IYG ' � L ' . • . ' ` , - � �� ��� �" � IJ - � � ( � 1 ' �� � � - -- 7}IE ACTUAL SO�LS CAPACITY IS EQUAL TO OR GRF,ATER THAN ASSUMED. � �, p�YWOOD �ECK nND/OR WAFEPBOAPD - _ . ' � - , , /� � � � � � I' � /4' �X� ~ / 3/4 � � ' - f'� �_ pANEL THICKNESS SHALL BE AS StqWN ON T}/E DMWING. PPPIIGGTIUN . _ � . . - _ - - C. ALL f0071N6 BEARIN6 ElEVATqNS SIIOVJN AflE ASSUMED EXACT BEAR:NG Sh1AlL BE M ACCO(iDAt1GE W I7H RECAh1A4ENCA710N5 OF THE pMERIGAN Q.� � - . . . . - - . J _ �� - � - - ELEYA710NS SHALL 6E �ERIFIED W T1E FlELO `NITM AGTUAL CONDITIONS 6Y (+�yy��ppD ASSOCIATION. . �' 1r� I ��� � K N� � �'� � �� I7�� � � }� 1 (5 ' I �,M�MCit(. ._._.. �' - CONTMCTOH WITH APPROVAi OF SOILS ENGMEER AND ALL B01TOM OF p. EAGH PANCI SHALI eE !DEMIFIED WITH THE GRADE TFirtD�MAftK OF t - - Fp071NG5 StNLL BE A MINIMUM OF aB' BELOW EXTERIOR GRADE � THE A�dERICnN PLYWO00 ASSOCiATiON M1D Sh1ALL MEET Yf IE REQUIREMEMS - � � . ' ' ��v� I/ " - - • � - - - D. ALL FOOTINGS ME TO BE PIACED ON FlfiM. UNOISTUF78ED, WIYURA15C0. � OF U 5 PP.ODUCTS STnNDAAD PS7, LATES� EURKiN FOF P�Y:NO00 ALL - �l� • �J� ���� �+�K - - - OH ?F10PEFm.Y WMPACTED BACKFXI. APPROVED BY THE $OIIS ENGINEER PANELS WHIGM f1AVE MiY CDGE OR SURFAGE PERp1p1�EP(TLY E%AOSCD TO 1 ' ✓�/' 1�y, �{{ � TI1E W[ATt1ER StIALL �E OF TIIE E%TERIOR TVPE - � � w� 1 � Gr � , 1 1 � � �Y- ' � - BACKFNl SHALI BE COMPACTED TO 95% (MINIMUMj STANDARD PROCTOR ' 3. Wfl ROOF USE 3'0' (4020 SPAN RAT ING) E%POSURE � SHEAT.4UNG xRe1+ED Q ¢' � - k1 - - - . : ; ' , . ' �__L DEN$1'(V UPdE55OTHEBWISE RECOhN.M1ENDED �N THE SOIlS REPORT. IF 5DF( O.C. PLaNG �'�`1EL EDGES ANO AT tY ALONG IN?LIiMED1ATE SI.PPORT$. � � ��F-I , �� , " vrt { � $p0T$ AflE ENCOUNTERED REMOVE SOIL N�G RECCMF'aCT WITH APPNO'dED 4 E%TtiR10R WALLS SHALL HAVE OHE LAVER OF 1.2' E%POSLfiE 1 SH[ATHIMG (^' - _ - FILL (RE S�d �[PORT FOR GESGRIPTION OF BEAft:NG SOII-) xnENWAT G O.C. ALONG PAN[L EDGES. • ' "� + ' - - & UIaPHqqGM $IIEATMRdG SF1ALL dE THE TI�IChHE55 S�K� +M - �'t aNS � ' . a• E, CFlITER Pll FOQi�NGS (DRILLE� P�CRS) UNDEP K'PLLS. COLUMNS OR CiRID WIYH THE (/.CE GFlPJN PERPENO�CULAP i0 .,urnGR i S . - . ��- :m� S � G� 1 G �� �I O LINESUFiES50THEFiWISENOTEDONPLANS " S1AGG@RED. , / EVTION I , � --- & INS1ALl5U�TABIE EDGE SUPPORT 8v USE OF PIYQiPS ( � .11U `' � _ � - ' � . - F. C O N T M G T O N T O P fl 0��D 8, A T H I S E X P E N S E� F I E L D U ENSITV T E5750N GHOOVE PANELS OR SOLID riW0 BL�CK�NG HE^�HEL4 � . . . J , _ � . - . . C0IMACTED FRl UNOER FOOTING$ AND IYTERIOP SIABS-0N-iRAGE. - - - � ` , . �+�� _ - . ' t2. GENEMI: - . : . . ' � 4 . . ' , (�,,y NOTIFY $OILS k��NEER WHEN E%CAVAT!ON IS COMRETF_D $O Tt1HT CCNDF � - - ' �- '- ., TIONS h1AY dE WSPECTED PRIOfl TO (1.ACEtdENT OF ANY FkL OR CONCREh. A. ENGINEERS ACGENIANCE MUST BE SECLPED FOR AJ. STPVCTV�1AL SU851ITUTqN3. - ' - - . - `- �, CUNCRET - - _ 8. VEPWY All OPENINGS THROUGH FLOORS. ROOF qN0 WALLS WItM MEGHANIGAL AND . S E C T I O N 4 _ S EC T l O N � _ � � � � � � . i - - '- � A ALl CA$T-IN�PLAGE CONCHETE SHALL BE M�1DE `NITN TYPE tl POFlRAND E L E C T F�I C A� C ONTRA CiVHS. VEPIF1LA�wN �F LOCAT1(]NS, S�ZES. lIN �[LS. AND - - / � �~ � l • - � GEMENT, STONE AGGREGATE AND SHALL DEVEtOV 3�0 P51 COMPHESSIVE FlEQU�RED WNNE�%TqNS AFE CONTRAGTOP'S COMPLETE HESPON5161�ITV. ,- ' j '-'. ' - - - - STRENGTH IN 28 DhYS. IF CONCflETE SUPRIEH PROPOSES USE `.JF FLYASH t� � ��� � ~ I �d I TP �i O u � '� . � _ - - - SFWl PPOVIDE OWNEH W�711 LETTEF�J��DICA7 WG COST REDUCTION ' G. 1'aIOR 101NS1PgLMION OF MEGIIANICAL ANO ELECTRICAL EQUIF0.1Errt pq OTHER `/'�/ � � AJTIMEOFBID. - - ' ' - pNpSU POHTSSt1ALL6EOBlAINED UNLES$3PEC�ICNL�DEIAlllppry�JNECTN>NS � ( � � � � _� . - . �` i:+f � �. . ' - . . - ' B. - iHE �v}ODULES Of ELASTIG�TY QF ALL CONCRETE SHALI E%CEEO Wc� 5 30 Pp ARGHITECTURAI AND STflUCTU W1L DRAWMGS. RESPEC7!VE SL'BCON1 Fy�CTOR .�/ /� I � � f ' - - - - (ON 57,000 fC NOPlML�"�E�GM CONCFlETE} - - - SHALL FUgNISH ALl HANGERS, CONNECTIONS, E�C., FiE�UIPED WR INS�nLUTqN OF ��W I V i JM �1 �I�I�' �� HIS ITEMS. . �'�� ` - CL GOMRAGTOR hUY POUp 9LAB$-0N-GRADE GONT W WUS M!d SAWCUT JOIMS ' � - ' , � �- ' � - - D. PROVIDE AiL EM�EDL'ED i1E:a51N S�RUCTl1nE �5 N01ED ON qliCNPECTUEIAL. , -� � � � ,pINT6 SHALL dE SPACEU �S FEET AND SAWCUT P �EEP K 7�E' WNE WIT111N MECII/�N�CAL, KEGTf1K.AL �ND S1�UGTUFiAI I1RAWl!dG5 MISCELL111EOUS _ 12MOURSAFTERP04�NQ CAPtttALL9lA@flEINFORGEMENTTHFpVGN �OIM. - . _Tf ; . . . EM6£DDED ITEM$ AND ANGtqR BalTS St41LL UE FUHN�SHEO 8Y SlEEl3UPPlIER ' � , ��. (Q� � nl [ N 1 _ 0. $I,ABS.TOF'P W O, FOGi1Hy33. BEAM$ RNO WALLS Sh1ALL NOT HAVE JOINTS IN M10 MSl ALLEO BY CONGHETE CONTftqC10R STEEI SINil FULFILL ASTM A3& I' � V- � � ` � � �/�\ �� . - - " A H O R I Z O N 1 A l P L A N E A N� STOP IN ODNGRETE WOflK MUSi BE MADE RT THIHD . E, p q Q y 1�E A S P H A L T I C 6 9 A S T I C-C C A TI N G O N A LL STEEL AND 'NOOD E%AOSED 70 THE r / . _ N� 1 �[ 1 � - . - - - . - POMT OK SF'AN WITM V[RTM,�1! B11lKfiEAOS hNO NORIZONTAI SFIEFR KEVS � EARTH. �'�� r�G'I.� / � `�' v� • �1 �� 1 z �-- "� � '' � � ' ` UN�ESS 0T11ERWISE S110WN. A11 CON5TRUCTON JOINTS SIIAI.L B£ P9 �E . 1 ' . . .. • - DETAR�DOR AS HEwEP/ED BY 7HE ENGWEC0. F. 5UB'��1 Skx�p q•p ERECTION URAWIYGS TO ENGWEER POR nEV1EW OF RLL - , . - �s . - - ` - � � - S71aUCfVFNL S�GFL, TRLS9 JOIS?S BAR JO�STS, AND MEl nl DECK. THE , ' I � � -� - • - Q - A L L W N C R E T E W O R N A N Q H E I N F O�C E M F.�'1 T D E I A d I N 6 1 S H A LL B E M _ h L 1 N U f n(.;U H I I JG O P F A 6 R I C A T p N O F A N V 1 1 E M S P R�O R T O N I R I'T 6 Y F EVI EW . ^ �. - ' . qCf/J{1QMICEWITHACIBURpINGCOOE37L-89. U�AESSNOTEOOTHERWISE . (� SN(WUft1'lA.Y3$ '0/ilLflEtNllFiEIVA[ TF�ERISKOFRiECANTRACT�fl. � } ! � - pL� EW'OSEp FUG�S OF CqNCflETF NlpRN 5{IA�l �UVE 1i21I1CFl Gf WAFl0. _ . < . y r1 /� �ry ' � ��j t 3 � .�4 � ��• . . `�� `� �. - - ' ' - USES7AN�ARQF100NSUNDDNlELSUfILE550'HGRW�SENOTEO. - 6. WA LIl11iW11NG. VA1'ORBARPoEHS, WATEASTOP ETC., SFIALL [3E /aSSMOWN �il�� �4 � WyyV TO 7� _ r � �� - �. � ^ � ' � - . . - - - - ONTHE !1fiCHIT[GTUMIOMYl�[JG3ANDI151NO�CATEDINTk1E $PEGFICATIONS �, r ,f WELO ��� �'"( � ` V } ' � 1 REI��FOR�E�AENT: . . . ' . Fq7�i Q� � . �..{� �( �C id ,, -1 i 1 I . , . _ . t . . . . . . - H. THE USE UF CAINIICAl10 PAN FOR:�IS WILL NOl BE ALLOWED.USE ONI.Y NEYV � � � 1�� �r "[ �1 I �'I�� . . �0 �I ��' �� �� _ - � . - it . 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L�� FIRE ALARM PANEL FOR PHONE � PANEL80ARD ; i � CABLE U A TAKE PRECEOENCE OVER THIS IEGENO. 7HW - qL �NSUTATtON & CUNDUCTpR L1A = DESIGNATIUN � 60p � HP -t0 i �tn GRD GRWND Si2E (IF USED) = , LPNR 600A 30 4W BUS i � � � EIEVATOR 5'-9� TO TOP CHECk ALL DOOR SNANGS AND CABINETRY THW - CU INSUTATION & CONDUCrOR NOTE M� � � I 7 /2' i ,/2" 1 Y EMT � PHOTOCELL ELEVAT10N5 BEFORE INSTAlL1NG SN7TCH ANO �� M M M M M M M� '� ��-- WAlER MEIER � � O OUTLET qOXES. � _ AME CI.00K M MfTER _ � � � MH - 4'-6' TO TOP �. � ' 4' X 8' x 3/4" A- D PLYW000 �11jlEI$ MH = i ' - 6" TU CENTER 200 3 100/ 3 100/3 � 00 3 100/3 150/3 200 3 � � TIPIGAL TENANT 1ELEPHONE EOUIPMENT �COMB�NATION MOTOR STARTER PANELBOARp - SEE SCHEDULE ' � NOTE /2 � N��TE RZ � N� p'L � NOTE /2 � N� /2 � N��TE N� N� p2 i � � �NCE MTl MOUNTING BOARD (COMMON W9TH TV� MH = 4'-6" TO TOP "P�8 D BLEXCRRCUITrNUMBER (TYPICAL) �P� �P� ' DESIGNAiION I � �� Q TNERMOSTAT WP = WEATHERPRO# � � � �p 1 1 /2" EMT r6 INSULATED COPPER TO MH = 4' - 6� TO TOF GFI a GROUND iAULT INTERCEPTOR l ' ^/��`� WATER MAIN fOR CROUND ^ 7 � r {rr FWRPLEx RECEPTACLE I 60 3 FUSED SINTCH � 2" EMT i I /4" EMT 1 1 /4" EMT 1 1 /4" EMT 1 1 /4" EMT ? '� �E47i 2"� EM7 / y _ j �} � `U ' SWITCHES MH = 3�- t0" TG CENTER 60 AMP 3 POLE FRAME � 4 d3/0 4 /�3 a �3 4 /� � �/J 4 q � ': q K2/� 1 L� 3/ U I � _ � SGEC�AL - SEE EOU�PMENT SCHEDULE � Z OEVICE / 12 THW CU THW CU THW CU 71iW CU 11JW CU ?Hw : i i rHw CU - r'� ' � ' 0 50 50 AMP N7NR FUSE � � 3" PVC 7ELEPHONE SERVICE CONUUiT $b SiNG�E POLE ' � SPLIT WIRED RECEPTACLE KTNR � ' � b � SIMTCH DESIGNA710N o = SWITCH DEStGNADON y TO PEDESTAL - SEE SITE PLAN � � � � P� J� JUNCTION BOX - CEILING I 60 3 UNFUSED SWITCN � � I I 60 AMPS 3 POLE � W HP F ! P2 P� P� P5 �'S I � �3 THREE WAY JUNCTION BO% - WALL �EVICE / 12 � � TELEPHONE RISER DIAGRAM � FOUR WAr � � , m � � L____J 4 � TELEPF�ONE - wALL CIRCUIT BRE �KER NouSE � '/L � � �n � Lvl '- ! v�- = i '✓t 5 FutuRE NO SCALE � � � O wEre �. �sF - q,,� rrrc��� PE� inq p�: in�i f-fN i ;U '�E OIMMER 60 3 60 AMPS 3 POI.E � � TELEPHONE - fL00R � 0 DEVICE / 72 Q ' 'r MT N07E: BUSH ALL CONDUIT ENDS AND INSTALI PVLL LINES. �3D THREE WAY DIMMER PQ TELEPHONE - PAY ♦ W � Q 4� M3�' � �' �- C� LA LIGMTtiING ARR£STOR � TMW 1 MH � 4' -0" TO CENTER � KEY OPERAIED � � U FLOOR RECEPTACLE w O � MANUAL MOTOR STARTER ` � J � •J SPLIT WIRED FLOOR RECEPTACLE � � O MP � � �b SIX POSITION WALL SMATCH L E]RE ALARY SYS'IEM O N E LI N E D I AG RAM ` � � PASSIVE INFRARED (MOTIGN) �CEiLINC RECEPTACLE r1/ Q U �M MASTER PANEL LL MECH ROOM — __ _ PEN7HOUSE �� SMGLE RECEPTACIE MH = 5'-0" TO TOP M �/ J LJJ Nn �.>�_ nlE � IGHTING fIX�T �R� Q FlOOR TEIEPHONE/POWER PEDESTAL �A ANNUNCIATOR PANEL � �m MH : 5'-0" TO TOP Q NOTES: b A � FIXTURE TYPE - SEE $CHEDULE ��{J CIOC�c OUTLET � . � FLUORESCENT - LENSED MH = 7'-6� TD CENTER � HORN/UGHT COMBINATION Q ^ - p = SIMTCH OESIGNATIpN IAH = 7'-B' TO CENIER I ` . � - t PROVIDE r2/0 CU TO FWN�ATION REINFORGNG STEEL. BUILD�NG STEEL da WATER 1 a CIRCUIT DESGNATION �i T��E��� F PULL STATFON W N � � A1JUN PROVIDf. /R TO DRIVEN ROO. � � D � MM = 3'- 10' TO CENTER /'►/ N 2 , BREAKER INTERRVPTING RA7ING TO BE 18.000 AMPS 5�'MMETRICAL � � F--�A --� FLUORESCENT - OPEN ABBREVIATIONS LL ` \ QP PMOTOELECTRIC SMOkE DETECTOR � � ��_\ �b q nMPERES t3a CEILING MOUNTE� qFF ABOVE FlN�SHED FLOOR � THERMAL DETEC7pR - l35 OECREES � " ` - � ` ��, AFG ABOVE FINISHED CRADE 200 � ��, BKR BREnKER Qp THERMAL DETECTOR - 200 DEGREES � WALL BRACKET C CONUUIT O �, MH - SEE PLANS EIAT E�ECTRICAL METALUC TUBING QR REMOTE RED INDICATOR UGHT '- EXIST�NG METER AND BRANCH CIRCUfT GRC GALVANtZED RIGIO CONDUIt � RUN UNOER THE COVERED BRIDGE GRD f,FtWND Q MAGNETIC DOOk HOLDER U (-- 7 -{ TRACK GFI GRpUND FAULT INTERRUPTER ' GO � 1 � --�� .. IG ISOIATED CROUND F� SPRiNhLER $YSTEM FLOW SWITCH . BRANfH qRCUIT CONDUIT I - 1 /4' % 48' ANCHUH BOLTS. BOU - - - - - - . R£ NIC NOT IN ClN1TkACT � , � � CIRCLE PER POLE MANUFACTURER. � CR 1 CENEkAL SMIBOLS NiS NOT TO SCALE T� SPRIHKLER VALVE TAMPER SN77CH Z /i PVC POLYViNYL CHLORIDE . . _ -- ---- - - ` _ ���� � � �.� \ AC EQUIPMENT R ROOF MOUNTED WEATHERPRpOF GFI ((� BQL/UCNT � _ � AC- 1 = DESIGNAiION - SEE SCHEDULE 'MF WEATHERPROOF MH � 7�-6� TO CENTER d J � � MEIERSTnC:o-�� - � ' � Z �10 BaRE CU GND W1RE REiNF(NtCING: PRGViDE n I O F�,4G NOTE � RESiOENTAL Ph+0T0/HEAT/HORN W Q W MINIMUM OF 4 �4 EACH WAY �?T J i - �QyQSJ,LI � �— C� �� , t y � ;�� nj REVISION CONCEALED IN WALLS OR CEIUNG QK KNOK BOX N 0 J FINiSh�EO GR�DE �� � TV PEOESTAL Tv/PH�?NE MT - -- � / ; • r �. 1� ROOM NUMBER - -�--- EXPOSED Q _ J /� � � � ' I 11 . �' � � TV SERVICE D� � / � � INTERCOM SYSTEM U W p " � / ;r � II" il � � b���/ ,/\/�< � \�jf � %� ` . � � - - - - � . _ . _ IA INiERCOM AMPLIFIER � J � � � BELOW GFADE , NATN � � /;� SECTION MARk UNDER FLOOR OR UNDERGROUND Z m 5/8" % 10' GOPPER �%� , . � I � S =� I ' �i/ / �� �j�� �� �`��` PULI WIRE -iSEE / i . f-�# A = SECTION DESIGNAitON . � � 11 11 • �r \E!/ ��„^��� FLEX MH = 48' TO CENTER V GRpUNO R0� —�r� ; r� i�. � � � F\� � ���`y�\; �� RISER DIAGWAAI � . ft = REFERENCE DRAWING w N �\`j�C : �, I1 ' I � � ������!' � ��. w � . �i�; � G�yM � : ��1,4���/���,.�/. �`` �tiv ' / �/ / . --��-� 7 HOME RUN � MN = 48` TO CENTER W O �S 1R INTERCOM REMOlE SPEAKER J Z •`tf . � �:� �� ' u , y. ?�\ ' 7 —O' ```` /� � � / � MACHURESA=�NUMBERCOF MARES iT 18' ROUND BASE �*"+ �_ � T /\ � / ` Z \ 0 INIERGOM TRANSFORI�AER "��',. ,�'�.�- r � , , �/�\� �� � ' �, —� TURNING UP ID DOOR SPEAKER PROVIDE AND INSTALL NEW TONM OF BACKFlLL NATH SUITABLE `�� - ; � `� ` /� � � VAIL S7REET L1GHT. 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A - ' n4�1 ' SEA GIRI 120 NGNE S 1 2 JY X 70 J 4 H 8RA55 WALL L!GHT . i ; � � ! . � G 8544- 17 YYPLL SURFACE iNCANDE$CENT 'M?F1 VERDE PINISN $ CIEFR BEVfLEO GL�SS. ; 5 � ; LEi'ERS SHALL E�E 3" MtN;MUM �-+EiCHT AATH W�M RAT10 OF 3. 5. 1 - i5A CL `NET IOCATI��N LABEL. � ; O F� Oj : - �N JOiST � i4 �qq. . -� � : . � SF'£CTRALINE 12 NGNE 1 1 2 W X 20 l X 2 7� 8 H ?UBULAR � z y S?ACE S�G'v TO BE :iESIGP:ED FCR SUFFACE MOIiNT AND SHA�L MEET ; N 2220- A- 20'- P8 UNpER CUPBOAPD INCANDESCEYT iNCANOESCENT WITH PCNJSNED BRASS � j ' A�'A ACCESSiBIUTY CUIDELINES. - Up TO SERVES � ' - - 1 SUf'PLIED IAAiH FIAnRE E%TRI�DED ALUM�NUM BC�DY. . I RE�iRM /t4 SPACES GN ;�; �qgT � ; CARRY ALLCWA4CE 12 NONf DEO�RATIVE BAhIROCM WALL SCONCE. - i i�P TO j F4 LEVEL 3 SPACE I : - J OP Z150 IN 810. WALL SURFACE I!VCANDESCENT - - - �� � ; eEO��n rz � . -- � aow - - - � . _ _ . . __. � _ _. . r ; � -- -- _ � . . , GIAI 12 �NER�C EIECTR041C 15 ' X 1 1 2 L % 6 1 2 H PILLOW TYPE ` SE C� i /F�C P�- g � � L iRIN: 5912-68 CElL�MG St;RF F�UOFESCEN7 FIXL W/WNI7E BASE AYD NkilTE ACRYLIC LENS 1 ! \ 4� ! � ; �� - -- --- �- ; CHASS15: 9502- 125 2 F4qSP35 3500K LAMPS AND ElEC7RGNIC BALUST. .�J - i � . _ ; i PRESCOIJ7E 720 STANDARO WIT�i FIXRIRE 7 DIA X 10 3 8 H DOWNUGHT NA1H � �-- I � � � 1 � -�- ` ^ ' -t - - 12�V -- ► M t224M1- 32MhIFE CEi�iNG PECf55 MEtAI HAUDE SFECUTAR ALZAK REFIECTOR. ZERO DEGREf , � � , , t"4 il :� - ; M362 1 MRR32 C 'VBU SYL��AYIA BALLAST. � W +N JqSt , /\ /FG\ , � i \ � ; ': R�,JDD 12 HIGFI POibER ACTOR 8 / 2 W X 6 1 2 D X 8 / l R CTANGULAR � i SPAC'E . �`� � J � Q I \ / i � N E5405-D-i - H- 85 SURFACE y4ALL METAL HAIIDE VP� DOWN WALL BRACKET FlXiURE WITN BRONZE m W . . SERVES i i ; ; ; 1 SOW MH COIORED SHIELD. WET LOCATION LABEL. �/ I S F A C:E S U N �_ _ ___,: _ __. � DEViNE � 20 5 ANDAP.D 'MTH F:XTURE 7 DIAME7E % 25 HIGFi BRONZ AINTED L - O ' � ��� 3 � j i � ; � ! Q 8725-5- IOMH WAIL SVkFACE METAL HALIUE UP/DOWN WALL BRAChET WITH SHORT ARM AND (�'� ' P3- Z I I ; \ ' � 120- 8 2 MXR70 C 8V BD REMOTE BALLAST. WET LOCATION LABEI. Q : I , �I ; ' � ; ; I '�"- - - - ��� -- ' STAFF 120 SIANDARO MA7N FiXTI;RE 7 1 2 DIA X 7 3 4 H RECESSE� DOWN UGHT - - _ I �_ - p4- 2 u ; � � � ' - - . � . . . _ . . . __ . . _ _ _. . . _-- - -- - - - - ' - _ -- - - - - - --- - - - --- - - - - -- - - - - - - -- -- OCL- HPt UNG RECESS fiWRESCENT iM1N CIEAR OPEN REf1ECTOR. 3500K LAMPS. � � [� . R 780 8 � fEl . . . � _ _ ti ! 2 Fi36% 'SPX35 O i ' I� i ! ���IEF.IdOSTAT � - -- - - � � f-'1 CV- 1 5 Af 1 S AN ARD 1h1TH FIXIUR 7 1 2 A X 7 3 4 H RECESSEO CWN IIGHi �,j,J - .J. S 780- 80CL-HPi - EM CEN.iMG RECESS F�VORESCENT `M1N CLEAft OPEN REFLECTOR ANp BATTERY Q � f� -.� ! � � � I, _ � =__ ' - _ + -- � ; I �-- - - 2 f13BR SPX35 BACK-UP. 3500K LAMPS. ,�� V Q MICHSPAf,E LEVITUN � NUNE URCElA1N LAMPHOLDER. � Q U - I � r �-FC ' P4 _ i ; 4ND t�Yli f"1 A61l:ASTAT - - j T—� �,� i HEA'ERc L��) T 9975- 2 S��RFACE INGAN6E5('ENT -- - 120V � 60A ; i � TO MT " � � FAN LITHONIA 120 446-L-SLFi- TC--P t 3 76 'N 1( 48 L R 3 4 H STRIP - WITH m � - J - . � : 1 1 /2' EMT : �-� U C 240 120 ES CE�UNG SURF FLUORESCENT 3500K �.AMPS AND ENERGY EFTICIET BALUST_ �•��•a � � . _ - - - -- -- -- - - - - -- -- - - - - - -- - -- - - - M FHIL N 1 S40SP35 NA F!XTIiR 3 1 s w x � 4 L X 3 RECE SEO BRICK � i O FC 'Fp�E O � - W 33-04AE-TP- W RECESS 18�C1 IN ANDESC{NT SIZE STEP LIGNT HITH TEMPERED GL.ASS FACE Q - � - - - - _ . . , _ �N JOIST - . . . _ 'M1 .. . . .. . . . . . . . _ . . . __ -. _ -. .. . _ _ '.FiEnMOSTAT � . 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' � 24V MOTOR UIHOMA t20 NONE 11 1 � H X 1 1 4 L % S 1 2 D GRESS � � � - � STARIER COIL lI3 ElU2lC-H WA(.L RECESSED INCANDESC�NT fIXRJRE YNTH 2 NEADS; BATiERY BAGKCD: � j i ' WITH TLT3ANT FINiSH CRANA!JGS. CElUNG IS i0 . �. : . - - - - . - - _- - - --- . . - •. , ._ ._ . . . _ .. . _ - - - -- - --- -- _ --- -- - - -- - -- -- - - - - -- . -- . 2 SPECIFlED WITH fiXTURE GRAY fACEi'LATE WIiH WETIOCATION IABEL : ' BE A7�ACHED D�REC7LY TO THE �NDERS!GE OF � � � 57RUCTURE. R(YJ ?E nLL COVDU�T A3UOE. " t1GHi0L�ER l20 NONE 6 t 4 pIA 7( 3 t6 H Fl� Y nOJUSTABLE � - iNEFAfOSTAT . I ' AROUND, OR hiROUCH ST?UCTURE �I CV- 2 CV- 2 Y TRIM� 1100- 7C CEIt.�NG R[C£55 INCANDESCEN7 RECESSEO ACCENT UGNT WIIIi BIACK BAFRE. O _ ; ' ( ZC O . � �--1 FRAME: H 29- BK 1 9pPAR 'F� 'WMN -- ' ` _ : r ---- -- --- - -- -- - • 'i -- --- 1 T . ARD iM7H X T �• T N 7R T T V � i I ' �" --- - + - - ' I ' -- . . . 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