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PRJ11-0104 B11-0077 (2).pdf
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' . . _ ' . . . . . .. . . . . . . . . � . . . . . ... . � . . . . . �. . . . . . . . . � . . . . . . . . . � . : � .. . � . 4 . . .. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . � � . .. . . .. . �. � .. . . . . � � . . .. . , . . � � . � . . . . . . . . . . . . . � . � . . . . . . . � . � . . . : . , . . . _ . . . . . . _ .. . . . � . � . . . . . . � . . . . . . . . . . . , . . . . . . . � � . . � � � .. . . . � . . . : , �. .. . . . . ' ' � . . . . . . . . . . . . . . . . . . . � � - � . . - � . . . . � . � . . . . . .. . . . . � . . . � . ' _ . . . . . � . � . . � . . . . . . . . . . ' .. . . . . ... . . . . . , . � . � . . . . . . � � -:. � . . . � . . . .. .. . . . . . .. . . . .. . . . . . . . . . . . .. � . . . . . . . . _ � � � �. � . . . . . . . . . - : . . . . ' . . � � � . . . . . ' .� - . . . . . . . . . . . . . . � . .. . . � . . . . . . . . . � � . . . . . . . ' . '. � � . . . � : � �� . ��: GENERAL N TES O NOTES ON PLAZAPLAN. FER TO PLAZA PLAN F4R LOCATI4NS � : H , �; WHIC CORRESPQVD TO TI-� FOLLO R WING NUMBE S ) : , 7 . , , _ , „ L HISTORY/DE RIl'TI _ 14 , , SC ON. THE EXIS G CLUBH E B TIN OUS IJ�DING AND . � _ , � . � , . T . � . . ._ . . . . . . . � . . . . , . . . . . . . . . . . � . . � . - . 5 � � . . . . . . . . . � . . . . . . , . . � . . . . . . . . . . . . . .:-�: . . ... i PLAZA ARE APPR 4 Ox:IMATELY 30 YEARS LD. THE PLAZ ` : 4 A STRUCTURE 1 . REMOVE AND FEPLACE EXISTIN N T P L ID _ � G CO CRETE O PING S AB, RIG ,� � �� � �� ► �� C NIT FH L - _ _ - O S S S O O LOW CORE - _ CONCRETE SLABS SUPPORTIl�TG AN EPDM 16 8 -' ` , INSULATI N I3ERE IT EXI T 42 7 35 5 _ ` � O S S AND WATERPROOFING MEMBRANE : � )� o - , � MEMBRANE EXP _ _ _ ANDED POLYSTYRENE IN ATI SUL ON AND CONCRETE ' � Y T M � S S E . , � TOPPING SLAB. TI-� PORTION F , : - : O TI� PLAZA OVBR THE PO L ° O _ _ P OL E UIl'MENT R(30M ELO ` Q � � :E UIl'MENT ROOM CONSISTS F A A T- - - ' : O C S IN PLACE CONCRETE SLAB Q 2. REM EXI TN P R : OVE G SCUP E S . IN TALL NE ATERTI HT S S W W G , 5 ; SUPPORTING AN iJNI�I�TOWN WATERPR F = 00 ING MEMBRANE AND A REF P Il�TISHED SgEET METAL SCUPPERS T H ER DETAIL HROUG CURB o� ' � � ' � D _ . , CONCRETE TOPPING SLAB . WATE 7 , R LEAKAGE THROUGH THESE F/2 . INTEGRAT� NEW SC PER WITH NE M T L � UP W WP O AL OW FOR _ ) � � 13 2 ELEV. _ _ � ASSEMBLIES HAS OCCURRED F R ME TIlVIE PRE - , O SO . VIOUSLY A � DRAINA E AT: A E LEVE G 'UBSURF C L. INSTALL NEW ' COLLECTOR BOXES _ _ 72 : � 9 . 3 _ , P DE I , , E STRIAN TRAFFI AT C CO ING WAS APPLIED OVER TI� CONCRETE _ , _ � , AND D _ V 1 : OWNSPOJTS IN CONFIGURATION SIIVIII�AR TO EXISTING. . 9 . � . _ � 1 � o, : , . 11 . ' . . . . � . . . . . : . . . . . . . . ' � . . . . . . . . . . . . . . . . � . � . . . � . . I � . . - .. - . : � ' . a . _' . . . . . . . . `.. :1 T PPIN LAB O G S S HOWEVE WATER E L AKAGE C NT D. O INUE , ; _ � EXTEND NE P W mWNS OUTS TO DISCHARGE INTO EXISTIlVG S D � : � , � _ SUBSURFACE DtAINS . VERIFY EXISTING SUBSURFACE DRAINS FLOW ' , 2 _ ; . _ -- , ` 2. BASIS OF REPAIlZ DE I N - _ _ , S G . INFORMATION AND EVALUATIONS FREELY AND H� VE A POSITIVE DISCHARGE LOCATION. � RELATED ` TO THE WATER LEAKA E P . BLEM , G RO S PLAZA STRUCTURE � � ' . _ -- _ --- _ � � n . . > 7 -g - : AND POSSIBLE REPAIR. OPTIONS HAVE BEEN MADE _ � - =--- = - - - �--- �` AND WERE USED � � 3 . IN TALL NE LE _ . S W 1W0 VEL DRAIN NEAR CENTER OF PLAZA ABOVE < � �n _ , , _ _ 1 _ IN PREPARATION OF TI-�SE REPAIIt DO NT : PIE F M CUME S CO S O THESE POOL E UIl'ME�TT ROOM ER DETAII, E 2 : :IN TALL NE H _ ' �, / S W 3 INC , O Q � ) UP _ ELEV. 99. 10 X 1 D NT ARE A AII, F �a _ OCUME S V ABLE OR THE CONTRACTOR TO REVIEW DIAMETER CASG IRON PIPING ROUTED THROUGH SOUTH WALL OF � a C PRIOR TO BIDDING AND INCLUDE TI� FOLLOWIl�T : � - -- _ __ G ' POOL E UIl'ME.�TT ROOM TO DISCHARGE AT NEW CONCRETE SPLASH 2 Q : � . . T _ ` a. REPORT BY` CONSTRUCTION P RT ERVI _ SUP O S CES DATED BLOCK. INSTAL� NEW HEAT TRA iN AT DI HAR E P E C G SC G II' OUTSIDE I 2 _ i _ - X , , SEPTEMBER 28 2005 . - B � ;� B D c.t UIL ING. o0 _ , ► � � � ;' _ , 0 1 54 , _ _ 3 2 � 97.23 I b. MEMOR.ANDUMS BY B2CE DATED FEBRUARY 2 2 : � _ 6, 006 AND JiJLY l2, w �o : :, _ : � ; 2007. � ► �� : ; 4. TEMPORARILY tEM VE EXTERI R D JAMB AND �� , O O 00 S THRESHOLD _ _ 12 � � � 15 - 4 : � . � _ _ c. R S E TI N THR H PLAZA� FR M . , C OS S C O OUG O JOSEPH AND ASSOCIATES T IN TALL O S NEN WATERPROOFING MEMBRANE UP INTO ; SILL OF h . � DAT D JUNE 13 2005 . : _ E � _ R H E _ � ,' OUG OP NII� AND EXTENDING CONTINUOUSLY UP JAMBS OF _ „ _ _ 5 00 d. PLANS AND ECTIONS ENTITLED E NTH PLEME AL • ` S S VE SUP NT MAP ROLTGH OPENII�S A F 12 IN HE RDIN T'E � O C S COO A WITH , _ � ,; �� �C _ ELEV. 99.30 X ELE . . 0 1 P TAT PAT H L ND - _ 0 O O C C UB CO ON�]IVIUMS UNDATED, ; � � INSTALLATIONDF MEMBRANE ALONG BOTTOM F EXTERI R O _ O O w _ 1 e. LETTER REGARDING STRUCT'URAL EVALUATION FROM MARTIl�T/ 1 rw a , „ BUII.DIN WAL� ER DETAIL 2 B 2 - G S S A/ AND / . w _ 4 8 _ �' ) � _ O _ O MARTIl�T CONSULTING ENGINEERS DATED AUGUST 8 2007. _ - _ a _ _ � : ELEV. 99.06 , _ _ 13 : � , , vs - . , O : f - REP RT N FINDIN AND RE M11�NDATI N F _ B . O O GS CO O S OR REPAIRS BY 5 . REMOVE AND PEINSTALL EXI TIN W D ARDRAII, Y M S G 00 GU S STE - _ 2 BC&E DATED JANUARY: 11 2008 . _ � AR UND PERIlVET R F PLAZA F LL ATE R , ` ' O E O O OWING W RP OOFING WORK _ o, _ : _ : D _, _ �_ _ �r _ � , ` � : _ _ r. ER DETAILS C2 AND Dl2 . _ _ _ AP �' ) PROX. - . 2 a .-�_ _ , _ , ,, , � 3 . PURPOSE OF REPAIRS . TI-� PURPOSE OF THE PLAZA' REPAIR :PROJECT �� , ' SLOPE 1I16 /FT j _ , x _ X ELEV. 99.27 ELEV. 9. 0 X ; < ` _ _ .�_ 9 5 _ I T RED E TI� RI K F LE E THR H TI� PL � S O UC S O AKAG OUG AZA ABOVE . 7 . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . b. DETAIL F R TT M F ALL F D AIL 2 S O B ) O O W S . ET S A/ AND B/2 APPLIES � � ) � _ ' : _ : X V 99.09 1'HE L H E AND P L E MENT R M REP C UB OUS 00 IJIP 00 AIIZ DAMAGE TO ` _ Q � T BOTT M F L � O O O CO LTMNS. � : _ tic TI� STUCCO CLADDINGS ON TI� EXTERIOR WALL SURFACES BEL W ` , - _ O - TI� PLAZA REPAIR DAMAGE :TO TI� THREE STAIR SYSTEM _ C 5 ` � S REM EXI T N ` 7. OVE S NG O GRADE CONCRETE STAIR Y TEM AND S S S : A 2 SERVICING TI-� PLAZA 'REDUCE LEAKAGE THR U H TI� MALL _ O G S � REP 4 ' LACE VViTHI�TEW CONCRETE STAIR SYSTEM IN SIlVIII,AR H l 3 2 _ � , � : , _ ` : , PLYWOOD DECK'AT THE NORTHEAST CORNER` OF Ti� OFFICE , - CONFIGURATICI�T EXCEPT AS INDICATED :IN DETAII.,S A/3 B/3 . _ AND _ o , _ , _ _ , 00 _ . OFFICE , � _ M R E BUII.DING AND RE OVE AND/O REPLAC OTI-�R DAMAGED � � _ REMOVE AND FEINSTALL GUARDRAILS . INSTALL NEW STEEL PIl'E _ ,.i � �� �C _ _ ,--� A AD A ENT T TI� PLAZA 30 FE TURES J C O . O HANDRAILS ONB TH SIDES �F TAIR REPAIR N II3E ' F w O S S . STUCCO O S S O � w . ' TAIR a _ S S . TYP 2 A ATIONS ` . C . _ O � ) , ; . _ ,� ' . : 4. INTENT. THE DESIGN OF THE REPAIltS IS INTENDED T0 REPLA E TI� _ C � � , : � '> . EXISTING PLAZA ASSEMBLY AND COMPONENTS WITH TI-� SPE IFIED ° 5 _ C i�i ALL NE L E ' W S SHAL B 1 .5 INCH DIAMETER STEEL PIl'E � MATERIALS AND COMPONENTS WIT,�i ' SIlVIII�AR DIlVIENSIONS AND ' TYP. _ CONFORMII�T A TM AS R:ADE B AND BE LY � _ G 70 S 3 G FUL WELDED. - �:: R F ._ TI N A THE EXI TIN R T `REM VE RE 00 FUNC O S S G O O O AND INSTALL TI� , � � - : HANDRA�S AZt'ACHED TO EXISTING WALL' AND GUARDRAII:, WITH EXISTING COMPONENTS RE INDICATED . TO THE EXTENT ; : �� ) SUITABLE SUPFJRTS AND ANCHORS . TYP. ALL HANDRAII., AND � , _ REASONABLY POSSIBLE AND WITHIN: THE`LIlVIIT5 OF TI� E T1N _ XIS G GUARDRAIL LG�ATIONS - ) _ , - a ITI N AND ONFI URATION OF TI� EXI TIl�T TR 4 , COND O S C G S GS UCTURE : ` - 10 : - - - �c WHICH IS TO REMAIN THE NEW MATERIALS COMPONENTS AND , D : , r, , � _ � � 8 . ' REMOVE REMANING PORTIONS OF EXISTING WOOD STAIR Y TEM S S 2 SIM. , ' _ _ _ , , 2 : H D MPLY WITH FEATURES S OUL CO THE CURRENT APPLICABLE : AND C N TR CT NEW LID W D TAIIt Y TEM ER ET _ O S U SO 00 S S S D AILS C/3 > , C�' , - . - - , ,BUILDING CODE , HOWEVER ' SOME MAY NOT. FOR EXAMPLE " TI� � _ ` � � � D/3 AND E/3 . RMOVE AND REINSTALL GUARDRAIL N IDE � ) O SOUTH S DIlGIEN I NS F TI� EXISTIN STAIR AND LANDIN L S O O G S GS WII., MATCH X ELEV. 9. 10 : _ OF STAIR. CON�1'R CT NEW W D ARDRAIL N RTH IDE F TAIR 9 U 00 GU O S O S ELEV. 99. 10 X _ _ _ - � ,. THE EXISTING ' 'TF� PLAZA LIGHTING WIIJL NOT BE CHAN ED AND _ � G � : SIMII,AR T E TIl�T B ATT - H T D ER - _ O XS G, UT AC O WOO STRING S. INSTALL , . , A- MPL E ` _ THE ACCES S AND AD CO IANC TO 'TF� PLAZA OFFICE ' AND , � � _ _ NEW TEEL PII', RAIL IDE F _ S HAND S ON BOTH S S O STAIRS . REPAIR . o _ _ _ _ CLUBHOUSE WII.,L NOT BE CHANGED. AS A RESULT TI� DESIGN OF EXTERIOR DECK _ � STUCCO O UTH WALL F TAIR. N SO O S � ; _ , . _ TI� PLAZA MAY NOT AND IS NOT 1NTENDED TO FULLY COMPLY - � � o _ , 5 � _ ❑ � . R T APP I ABLE B r-, : WITH THE ORIGINAL O CURREN L C UIIrDING CODE DUE _ 9 . REM VE II ARD RE P RTI F EXI D O AND SC NIAAINING O ONS O STING WOO : : ..., TO TI-� EXISTING CONDITIONS AND LIlVIITATIONS . _ _ _ ' : 8 ' . " BLEA HER TALL NE N EA T RETE ALL L C S . II� W STUCCO O S CONC W WAL � : _ �� o F B D L IDE F EXTE R K O UII, ING, IN CO UNIN, AND ON S S O RIO DEC . _ , , . . , _ �� : < � o S . PRECALTTIONS . � � � � � � � _ � � �E � � . - � � �� _ � � PR TE TI F B DING. THIS W RK WII,L EXP E THE .� _ _ a. O C ON O UII, O OS 9 / 26 0 l0 AT-EXI � . STING E:TERIOR DECK AT NORTHEAST CORNER OF OFFICE _ � _ � aw - � ` -. � � � : � B DIN T WATER LEAKAGE AND F DIN IF PR PER - I � � ; UII., G O LOO G O � REM E PL � �� d � � OVE XISTNG YWOOD SHEATHING AND INSTALL NEW � _ ! � , EXI TING S 40 � � :� � � � � , . �1 � a. _ PRECAUTIONS ARE NOT EXCERCISED. :TI� CONTRACTOR WIIrL a _ � PLYWOOD SHE�THING. INSTALL` NEW PEDESTRIAN TRAFFIC COATIl�TG. _ _ GUARDRAIL : �� , ,�' � w � ER P�.A E"� : KEEP ALL WORK AREAS WAT TIGHT AT ALL TIMES AND WII:,L BE _ � _ _ _ INSTALL NE IRIP ED E HEET METAL FLA HIN ' AR W G S S G OUND T e .� O RE _ . , . -6� � M�°�� - ''�--�� l RESPONSIBLE FOR TI� CORRECTION OF .ANYDAMAGE A TI� CACE°�/ - 1 -0 S . � PERIMETER. �� � _ � a _ , . _ . � C� , � RESULT OF WATER LEAKAGE DUE TO TI� WORK. _ , � ��� . �-.�;, _ _ � �, �, _ : � , _ Y _� b. TI-� PLAZA IS SUPPORTED B A C NCRETE TR TI� , O S UCTURE. �, _�. ` 11 . REMOVE EXISTNG WOOD DECK AND STAIRS AND DISCARD. . _ � _ CONTRACTOR WII,L USE `EXTREME CAUTI N VVITH RE ARD .T , O G S O , CONSTRUCT NFW SOLID WOOD DECK WITH WOOD DECKING AND . : , , _ , , CONCENTRATED LOADS E UIPMENT LOADS LOAD FROM . S . � � Q E T _ ' STAIRS IN CONIIGURATION SIMILAR TO XIS ING AND AS SHOVWN IN The exishn heat tracm in the collector - O , , _ g g H.T. TN DNSPT. 9 LF , H.T. IN GUTTER LF • TA KED DEBRIS OR MATERIALS ET . D TI� W RK T 79 S C C URING O O boxes tt r n � e s a d downs outs v�nll be , DETAIL F/3 WI"H NEW GUARDRAII, AND STEEL PIl'E HANDRAILS . � � � P < ) , _ . . PREVENT DAMAGE TO TI� BUII:,DING ' STRUCTURE RESULTIlVG , _ _ '` H.T. IN DN PT.' 9 L re laced with new heat tra m w n � S c he NE D K , TAIlZ T BE TR D T P F p ( W W O O D E� A N D S S A R E O C O N S U C T E O N O O g C � _ - � _ . : : , the existm collectar boxes tters and FROM EXCESSIVE LOADS . � � , ` NEW RET; T PPIN LAB � g � CONC O G S . _ _ � _ RK L BE PERF RMED _ downs outs are re laced as art of the c. THE WO WIL O IN A RESIDENTIAL CONDOl�I�IIlVNM � p P P . , , � _ : re air work . In total- this : includes ; RESORT ENVIRONMENT. 'TI-� GENERATION OF DUST DEBRIS � P ) � _ . , , _ 12 " NEW ATERP F MB HALL BE F M . . W R)O ING ME RANE S CONTINUOUS RO . � _ a roxunatel 161 : feet of heat tracm . : � , r pp Y ` F AND N I E ST BE MINIMIZED AND o g LTMES O S MU CONTAIlVED IF _ � � _ � . - ; . _ TR F P DE K T TR LAB F L R S UCTURAL �AB O UP ER C O S UCTURAL S O OWE e 0 . , T n ; he ew heat tracin should be i 1 � . �� nsta led AR ALL DEBRI E RA ,. � _ g - NECESS Y. S G NE TED BY TI-� WORK WII,L BE NEW 3 DIA. AST C DE K. VER VATERPR F MEMB ` WITH PREFIlVI HED . _ . . . . C CO 00 ING RANE S _ . � __ and connected to existui branch c�rcurt S , . g r _ 0 ` � IMMEDIATELY CLEANED UP AND TF� AREA AROUND TI� RK . WO IRON. PIPE SL�PE ` SHEET METAL ON VERTI AL A E`OF WALL T PR TE T , C SURF C O O C � 22 n ' 24 a d in the same manner as the � _ � �� H .T. IN . : . . WII,L BE KEPT CLEAN. ALL RE UIREMENTS ` OF TI-� H A TI� _ Q O AND MEMBR.ANE FR?M EXPOSURE COORDINATE WITH TOPPING SLABS . l/4 PER FOOT existm heat tracin is connecte B � d. ased ELE TRI AL 0 g _ g D PT. C C _ NS TOWN OF VAII., WII,L BE : COMPLIED WITH. BELOW � _ _ . � on 12 ` wa fo t ' t tt/ o hea tracin the g � , _ ` PANEL � ,. � AT - . , . . . LDING RINDING LDERIN TI� .HEA T _ d. WE G SO G G AND ORCHING TIN STRUGT'URAL SLAB ` � � � _ _ m�imum : cable len h for each c�rcuit 13 . REM VE AND FEPLA E S N EXTERI R WALL AND FFIT ` O C TUCCO O O SO _ ` 0 � rT1 LOGATION . , GOLL. . . F ATERPR FING MATERIAL AND TI�R P RAT ; ' O W 00 S O O E IONS IN POOL i '1 s 00 feet. Therefore the i _ � AL NC'r IDE R L H E ` REM VE AND REPLA E , two ex stin ^ O SOUTH � O C UB OUS . O C STUCCO g � IN Il�E . . . . BOX S : - � , . _ ir i PRE ENT A RY REAL FIRE HAZARD D AF c cu ts can rovide ade uate ower for S VE URING AND TER U H S C E UIPMENT ROOM � P q P ` ON EXTERIOR VALL ON WEST SIDE OF CLUBHOUSE SOUTH WEST Q � > > � , BUII,DING 9LF � _ the new heat tracm n th OPERATIONS . CONTR.ACTOR WII.,L TAKE ALL PRE A I N � a d e la out for C UT O S PENETRATE 50UTH g Y � ' AND NORTH SIDES OF POOL E IT�MENT ROOM, AND NORTH SIDE OF . . . _ Q 0 the new heat tracm wtll be such that no _ g NECESSARY TO PREVENT SUCH HAZARDS . S H PRE A UC C UTIONS ' WALL AND CLUBHOUSE BII,OW PLAZA AREA. : , . . � a , - circuit su hes ower to more than 100 - INCLUDE BUT ARE NOT LIMITED TO FIIZE EXTINGUISHIN _ Pp P G DISCHARGE WITH � � . T � _ - feet of heat ' tracm . New ' 30ma FE E MENT N ITE NEAR H PE g G V1 . UIP O S AND SUC O RATIONS AT ALL TIlVIES LAMBSTONGUE Q : . . . _ 14. TEMPORARILY EtEMOVE AND REINSTALL EXTERIOR DUCTWORK AND ' ir i c cu t rotection should also e P , b F� AND NECESSAR POSTING A. FIRE WATCH FOR A . T LE NT N RETE . . : SUT AB O O CO C � � E MENT CHI AREA T MAKE REPAIlt T PLAZA ED E QL7IP IN S O S O G AND ` rovided for each branch circuit er the P P , , F T _ NUMBER O HOURS`AF ER THE END OF H PERAT SUC O IONS . SPLASH BLOCK AT STU WALL, N S IDE F P L E MENT R M AND CCO O OUTH S O 00 QUIP 00 re u�rements of the manufacturer of t q he _ . . . . • . : RADE H.T IN TER 3 LF : G . GUT 7 _ T AL F L H E �-- WES W L O C UB OUS . heat tracin . Field conditions should be _ � H.T. IN DNSPT. 9LF . , > , , r� venfied and coordinated with the heat : : . tracin la out. ` 15 . INSTALL NEW II,ECTRIC HEAT TR.ACING SYSTEM IN ALL COLLECTOR g Y �'� . BOXES GUTTEZS AND DOWNSPOUTS TO 12 INCHE5 BEYOND POINT OF , � � ` ` : 1 � � 0 � � A PARTIAL P LUMBING PLAN : B HEAT TRACING LAYOUT DISCHARGE. PP�VIDE NEW CONCRETE SPLASH BLOCKS AT B4TTOM . . . . � � � . ': . : . . . '.�. . . . . . . . . � . . . . . . . . � . . � . . � . �. . . - . . w � �. n � . . . . . . ... . . . , . . M . � . . . . . . ' � . . . . _ . . . . . . . . . . .' . . . . . _ . . . . - � . . . � . . . . . . . . . . . . n � . n - . . . . . . . . . � . . . . .. SCALE. 1/8 1 -0 . - W _ SCALE. 1/8 - 1 -0 F ALL D A EXI T ELE Y TEM � - O OWN�OUTS. SSUME S ING GTRICAL S S _ 1 M 0 ` _ - AY 9 0 2 11 ` � 2 2 N OCATION NO . INDICATED ON PL HAS SUFFICIENT CAPACITY TO � � � � � - � C� � , � , , a �� C 1 ! 11 9P l ! 7 � A MM DA1E HEAT TRA IN ti CCO O C G. � , � .. � ,- ; � � : � � r � � � � a _ : a s � r � � � R � ; 1� E , �ll�fl N .� c F o � � � ii # � . - � I � i. , a � a �r �, ,. ; a � � � . � , M , � . e � _ . �� am , �� �. m � : � ,�+ : ... � � . a � .� 4 . . . . .. . . . aA . � 9 . . . 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O ��. �. . . .. b � . � . . . . . . . . . . . . . . . . . . . . . . . . � -. �� . . :.�. . . � � . . . . . . . . . . . . . J , � �, . Date 12 17 .� o � 10 . . .. . . . e ._ . :. . � . . - . . . . . . . . . . � � �. . . . . . . . . . . . . . . . . . . � . . �. A . , . . . . . . . . . . . . . , - � � . . . . . . � e: '� .. . �: b. � . . . . . . _ . :"( .. . . . _ O � . . ... . . . . . . . . . , . . . . : ..,,� . � . . . . . . . . . . . . . . . . . . � � / � .. . . . . . . . . . �. \ . . . . . . . . . . l . . . .. . . . . . � . . ' : �. ,� � '', p & En ine rs ' Inc g : v � e , , � � � �.. . . g , V II OIOt' O ; , . . � � � ,: � a C ad ; , o � � � v m ,. � � . . . . . �. � � . . . 0 . . " . .a . � , . _ . .. � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ . . . , . . . � �� . . . . . . � � . _ � . . . . . � . . . . �i . . . . . a � . . . . e� . .� . � � . . . . . . � � . . . ' . . . . . . . . _ . . � . . � . � . � � . . . . . . . . . . . . . . . . . . .. . . . . . ' . . � , , r , . � . . , , , Scale A . _ � �, . s � .,�. _ _ S NOTED , : r� �. ..a � .� � � o-'/ a a : �t� . . . � I ! ' d , . iv , : , , , . , . . ; .. / �i : . , .' . , r�r< < � �, �. 9 , � � _ Sheet Title i � i � a � �� - _ : r , � 1520 W I _ �`v . �st Cana Court Suite 240 �.. ��_ . . , - � ; _ , ; , . , � 11 `V. . � PI z P � - - Li I a a lan and General Notes tt tton lor d 8012 ;- Co a o � , 2 611 . RE P N ET T V , . 5 S O S O O COMMENTS t : , l ° _ � : 1 � � � _ E _ � 303 .350: 1 I . 4 f x - )00 te 303 .350100 a � � Sheet No. �I � - . _ .� ,... _ . f,, , ,�f -ti : , , .�- . � , ___w _�_ _ . _ _ . _ �W�,�. _ � . . .�_d a _ �� � ��, ---�- �.._� � . __._ _ , ` i : _ : i _ ` ' _ _ _ _ , , ,_ 1 . ' _ , GENERAL NOTES . 4 _ _ ; NEW CONCRETE STAIRS AND � _ _ , .. -. . � . . . . . . . . . . . . : . .:. . : . .. : . . . . . . . . - . . . . . . . . - . � � � ,. . . . � . . . . . . . . . . . . . . � :. � . . . . . . � . . . �� : . , . � . . . � - . . . . . . � . .. � . . - - � . � . . . . � ' � . - . :��.- 4 . . . . . . . . .. . . � � . . : . . . . . � � ' . . .. � . . . . . , . . . . . . � -�. � LANDING EXI TING AD7ACENT S I l . TO TI� E�TENT REA ABLY , _ SON POSSIBLE AND ' WITHIN TI� LIlVIIT TE S OF NEW HANDRAIL REl�.OVE ` EXISTING CONCRE , , : , ; WALL MAY REMAIN SEE NOTE 6 I P � THE EXISTING CONDITI N AND TI� � O S CONFIGURATION OF TI� IDEWALK TO RE ` , , AND REINSTALL GU�RDRAIL S � M�) ' _ ;_ , : FOR REINFORCING I . EXISTING STRUCTURE THE STAIR HAND , , , � S RAII. AND GUARDRAIL ) S S . � � � , _ AIR REMOVE AND REPLAGE : NEW CONCRETE ST S � I ; `SHALL COMPLY WITH TI-� RE UIlZEMENT F E TI N 1 : ; � S O S C O S 009 1009. 12 , Q � ITI N N IN F PLAZA EXISTING SIDEWALK/ : . H POS O OS G O 1 ,� REMOVE AND REPLACE ` _ 1 012 AND 1013 OF TI� 2009 IBC WITH ADDITI NAL RE ME _ , . < : � � O UIRE NTS 12 . Q : A :T LANDIN IN THIS ARE O - G J _ M END . ` PR X. 6 IN HES FRO . AP O C � _ , S CCO ON ADJACENT . SUM1V[�'�RIZED BEL W. I"—'-� 'TiJ , - 0 3 , A MM DATE NEW ` . F SEE NOTE 6 :FOR CCO O , O CURB ; � N . RETE ALL` ALL . CO C W _ � . � . - _ � REINFORCING . � - - - - - - - - - - - - - - . EXTERIOR FACES ) . ) 2. STAIRS AND LANDINGS . — — — — — — = — — — —` — — — — , , HANDRAIL . , , . _ _ _ � a. STAIR WIDTH. 44 INCHES M1NIM R T MAT H EXI TIlJ _ ; [UM O O C S G ,, : _ � P A E REMOVE AND RE L C . _ . . _ . _ ,� �� � L D " . . , , WF�RE IMITE BY EXISTIl�TG WALLS EXI TIN LANDIN 4 T 8 S G G 3 O 3 � -- - A ENT ) -------- - -- - - - ---- STIJCCO ON ADJ C RI ER HEI HT. : : -------- - -- - - - ------ - _ � . b. S G . 7 INCHES l�ZAXI 4 IN HE IDEWAL AND STAIRS . :. MUM AND C S . S _ �, CONCRETE WALLS ALL : ( � . � . ` � _ MA��][MUM VARIATION BETWEEN RISER HEIGHTS . 0.375 IN HE IN T RE . . ; C S O � ��) EXTERIOR FACES . ) ; ;ANY FLIGHT OF STAIRS XCEPT THAT ARIATI N IN HEI HT AT . ,: ; � V O G � . _ NEW HANDRAIL �E , _ '; - o 3 _ c� : BOTTOM OR TOP RISER AT P LI AY HALL N T EX EED F :, UB CW S O C 8 O /o ONE ; : , LAB _ - , RAIL CONTINUOUS NEW PLAZA TOPPING S : STAIlZ WID . : T� TREAD � � • _ P LB R M . . ' ABOVE 00 UIP. 00 FR L WER STAIR T ' � � . _ O O . Q , c. TREAD DEPTH. 11 INCHE MA� ARIATI N BE EN TREAD _ � S . �IlViIJM V O TWE DEPTH . � UPPER STAIIt . . : , , ) - ------------- ---------------- , � DEPTH S IN HE IN ANY FLI HT F T - ------------ ---------------- _ S . 0.37 C S G O S AIRS . � , _ o: ; E NEW HANDRAIL � � .. d. CONCRET STAIRS SHALL NOT HAVE NOSING INCLUDING AT STAIRWAY � NEW HANDRAIL . BOTH : „ ('I'YP . ; � � � . � LANDINGS . CONCRETE . STAIRS SHALL HAVE VERTIGAL RISERS. : . a � � SIDES OF STAIR RETURN . � ) a . _ u , Y ' _ � � ; . , e. WOO STAIRS MA HAVE NOSING NOT : TO EXCEED L25 INCHES. IF D 1 � ALL : _ , � a TO POST AND W , :� . NOSINGS ARE USED TREAD DEPTH IS MEASURED FROM NOSING- _ � � � _ � � _ _ � � _ _ TO NOSING: WOOD STAIRS SHALL HAVE SOLID' RISERS . _ � � _ _ = - - - - - - = - - - - - - - ' f. RADNS OF CURVATURE AT LEADING EDGE OF TREAD: 0.5 INCHES : — - — - - — — — - — — - — — — _ _ � r _ IF NECESSARY SHORTEN � , , � � MA� �LMUM. _ - _ � � _ ; _ ; HANDR.AIL EXTElVSION T0 . � r , _ II . LANDINGS 3HALL BE 48 INCHES LONG .AND TI� WIDTH : ; g � � AVOID INTERFERENCE WITH ` n _ II OF THE STAIItS. _ _ _ ; ; _ EXISTING OUT-SWINGING ` ` _ ; � � II _ h. WALKING SURFACE OF EXTERIOR"STAIRS `SHALL BE SLOPED TO _ - . EXIT DOOR' n B NW N . STAI R PLAN II HAIJDRAIL ELEVATI N A W N . TAIR AN CO C G O S CO C S P� _ , � , . . . . . . � . . . . . . . . . . . . . . . . . . . . � . � ' � . . . . . . . . . .. . � . . . � . � � . . . . . � � . . . ' . e � n . � � � . . . . . . . . . . '�. : �,,. . . . � n � n . . . . n � e � . . . . . . . � . . . . � '. . . . . AVOID TI� :ACCUMULATION 0F WATER ONDING ON THE TREAD ' . _ . _ � � _ I I � � — — SCALE. 1/2 1 -0 , , SCALE. I/2 1 -0 SCALE. 1/4 1 -0 _ I I _ 3 3 _ 3 L _A - � � � i AND LANDING SURFACES. S OPE OF WALKING SURF CE SHALL ; _ � � ; o _ , ; ED 2 1 T IN 4 ANY DIRE TI N _ , N T EXCE LTNI 8 UNITS IN C O . O /o � _ ) - , - ` � . . R . . . . . . . : '-. � . , �.._ � . . . . . .. . .. .. . . . . . � . . . . . . . . ... � - . . . . .. .. . � � . .. . . . . . . . . - . . . . . . � � . . . . . . . , . . -. � :� - . � �'� . � . . . . � ' . . . . . � . . . . . . . . ��. . .. . .. �. . . . .. . . - . - . . . . � . - . � . . . . . . . . . . . . . . . � � �. . . . - .� � � � . .. - . ' � . . . - � . . . � �. � - � . . � . � . . � . . . ' . . . . . . . � . . . . � . . . � . . � � � - - � . - . . . � . . � .. � � . �� . ` �. � . . . • � . � ' . . . . ' .. . . - . � .. . . . . � . . . � . . � . . . . � . . . . . . . . . . . . . . .. . . . . . . . . � � . � . � . .�� '. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .� . . _ . . , :_ . . .._;. 3 . ,HANDRAII.,S . . . k t ED E F PLAZA I N IN . G O S OS G : n �� � . , . W 4 ONCRETE TOPPING - ' TAIR HALL HA HArTIDRAiLS ON B TH IDES AND HALL BE u _ NE C � a. S S S VE O S S NEW WOOD TREADS' � FOR TOP RISER � � � _ _ „ : OSING IS T4P RISER ADE ATE IN STRENGTH AND ATTAC�IlVIENT PER SECTION 1607.7 � ) U _ ID RI ER Q � � D _ AND SOL S S . EXISTING CONCRETE WALL TO . _ _ F THE 2 6 IBC : � � _ � O 00 . � � . _ � . ET TAL FLA REMAIN PATCH CONCRETE AS � � NEW SHE ME SHING : � ` n b. HANDRAIL HEIGHT ABOVE TREAD NOSING. 34 INCHES MIl�T]MUM 38 � � Ml: � _ . � : . _ E D 1 F R TYPI AL DE K SE / O C C � � : r ; . � . : NECC. REMOVE AND REPLACE . . . . . . . . . . . . . � : . . � F . . � �. . �. .. . . . . . . . . 1. . . . . . . . . . . . . . . . . �'. . . . �:. . u NEW 2X12 INCHES . . . . � ' . „ EDGE SIMILAR . � _ _ _ ) STUCCO ALL EXT. SURFACES , . � _ ) _ , . � ATED F R TEE P : . WOOD R E H[ANDRAILS FABRIC O OUND S L IPE AND c. P OVID � M AND REIN TALL _ � � . . . E : _ ' . RE OVE S _ � TRIN ER f : _ � ER . . S G NEW STRINGER HANG _ ED , R T INHIBITIN PRIMER AND O COATS F --=--- ----- -- ------ --�--- - , ` , PAINT WITH US G TW O _ - ------------ - ----- ----- -- _ , ARDR.AiL . GU : , . X _ : � � IlVIP N LS U210 WITH HI H UALITY ALKYD ENAMEL PAINT. HANDRAILS SHALL HAVE S SO S G _ _Q _ � ' � _ n � i . . < _ _ _ _ , : , • , , _ , � i ii . . _ � Z ATING � . . , : � R . MAX CO OUTSIDE DIAMETE OF 1 .S INCHES. NEW WOOD TREADS AND ) � � � � _ � \ . . � � _ � � + , d. HANDRAILS SHALL BE CONTINUOTJS AND SHALL RETURN TO A . _ SOLID. RISERS _ � ' � � � , _ � ' : , NE WOOD ; ,.,_.� _.,. W i � n � . . ' ALL ` ARDRAIL OR WALKING SURFACE: HANDRAILS SHALL , , , , __ W GU � � HANDRA� , , - � � ' BLOCKING SECURED _ , ` . - ` THREE NEW 2X12 STRINGERS . n ir ; EXTEND HORIZONTALLY 12 INCHES . BEYOND TI� TOP . . , : (1VJ[IrtI11l[UM) REFER T0 NOTE ; , n ii ; . ALL T NCRETE W O CO , ER TREADS -CUT :T0 . ; � . ` � n ii _ _ (� ) : RI ER AND TI� B TT M RI ER . S O O S . , ` . � - _ . ; . : ` � � , : , , � . - , . = . ' ; A MM DATE TREAD AND ` WITH INCH DIA. :_ . HANDRAIL CCO O S s : LEAR PA E B EN HANDRAII, AND ALL. l .5 INCHE5. ; ; e. C S C ETWE W �SERs EL ; Z TAINLESS STE S SUPPORT :WELDED . ` „ ------------------ -=-=------- 2 � - . .• NEW 2X1 FASC ON �I]DE OF ` � ' ' u n AN H R' BOLTS _ , : . C O 4. GUARDRAII.,S . ` TO HANDRAIL , TRiN ER T F R . _,_,: � � S G O CUT OUT O � , . . - n ii _ ` : , . _ IN TALL NE STUCCO ON : a. GUARDRAILS SHALL BE PROVIDED ALONC'i OPEN SIDED WALKING ATTACHMENT u S W : E TREADS AND RIS RS , . . . , . : � � � . � . ) r . ' � _ ' u A E OF CONCRETE WALL . . . SURF C IN T ARE M RE, ; . . A E TAIltS AND LAND GS THA O THAN 30 : . SURF C S S PLATE � � ; > : :. , . : _ ` i i n _ , .� , . - -- - -- - -------- -- -----•------- : � : NEW HANDRAII. N B TH ` , , , SO O _ - � � . _ ' - , � _ . _ . , , , IN HE AB VE GRADE. . . C S O � ' , , � � � � � _ , : IDE F TAIR . . _ S S O S -- ------------------- -�------- . n . . . . _ . . . . . . � . . . a , . T .. j UARDRAILS SHALL BE ADE UATE iN STRENGTH AND SECURE HANDRAII., PLA E b. G . � Q . . _ . E . : ' �� : � , TO CONCRETE WALL WITH . .� : _ ; PER E TI N 1 F TI� 2 0 IB NEW GUARDRAIL 4X4 WOOD ATTAC��MENT S C O 607.7 O 0 9 C. � � . , . _ _ � .. :: � . , , . " ,� , TWO 1/4 DI�. EXP. P T B U D 'T TRIN E • ` � OSS OTE OS G . ARDRAIL HEIGHT SHALL BE 42 INCHES IMU MEAS" D ` •, • c. GU URE . . � _ �MIN � , O , � . _ � , , � . : ANCHORS ATTACH TO R TH TRIM T MAT H _ . , Y : LE IN ED E F TI� TREAD R COVE WI O C VERTICALL ABOVE TI� AD G G O O , � [ . , F �� . :� . W D WITH TW 3/16 DIA. EXI TIN ARDRAIL• NE .. , E KIN A E 00 O S G GU W . WAL G SURF C . ' . � .. E . _ . � : _ . . . „ _ . E : X 2 LONG `WOOD SCREWS RAII,S BETWEEN POSTS TO . , a , :� � PENIl�T BEL W 34 INCHE HALL BE H THAT A 4 _ d. GUARDRAIL O GS O S S SUC .: o � _ . :_. � . . 3 � , MAT H EXI T H DIAIV�TER PHERE MAY N T PA S :G ARDRAII., PENIlv C S ING INC S O S U O GS ` € ; _ � E AB . 4 IN HES HALL BE SUCH THAT A 8 INCH DIAMETER a OVE 3 C S _ EXI T N RETE " � � d � H TI N S ING CO C � HANDRAIL CROSS _ SEC O - � _ C W D TAI R AT � n 00 S SE CORVER . . . . . . . . .. . . . . 9 � r r, . . . . . . - . . . . . . , . . � . .. . . �� , . . . . . . . - �� . . . . . . . . .� . . . . . . . . . . . . . . . . . . .. . . : �'. . � S PHERE MAY NOT PASS . . . . � � " � � .. � � . . . _ � TT P F TAIR . � o SECTION A � O S SCALE. 1 .1 SLAB-ON-GR.A.DE SIDEWALK • dd � _ . � D _ � _ SCALE. 1/4 1 -0 - ` � � � -` � : � �.,, , � � f . . . . . . . . . . . . . . ,. n . � ■ . . . . . . � �� . . . . . . . . � . ,, . ,. _ . . � . . . . �:: . . . . . . . . . . . . . . . . . . . . . . . � . . , . . . . . . . . . . . . . �. . .. . n . . � � 3 � � . � S ALE.. 3 1 -0 , 3 � , _ C � _ � _ � x . � � a � � ._ � r , .._ T RE , _ O � � .� .. _ : _ , � _ , � � _ ��) � � , � a , . _ _ � . 3 . � . . � , � � �. . � � �a TAL � �- . ._ . f H P DR.A: AND SUBMIT S . » 5. 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