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PRJ11-0104 B11-0077.pdf
_ . �, , _ � . � ,;: � � _ > ,. t _ _ � ,, , , . , . . . . . . . . . . . , . . . . . . � . . . . . . . . . . . . . . . . . . � . � . . � � . . . . � � . . . . . . _ . . . . . . . . . . . , . . . . . . , , . �. . , . . � 'i . . . . . . . . . . . . � � . . . � . . . . . . . . . . . . . � . . ' . � . � . . . . . . . . � . . . - � � � . � i . . � �i . . . � � . . � . ' ' ' . . . . . . . . . . . . . . . . . . . . : .. . . . . . . . . . . . . . . t � . . . . . . . . ... � . . . � . . . . . . . ' . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . � � . � . . . . . . . ' . . . . . � � . � � � . � � � � . � � . � . � . . ' . � . . - � � . . . . � . � . . . ' . . � . . : . � .. - �. . . .. ,,..„ � �.g � . , . � . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . , . � . . . . . , . . . . . . . ... . . . . . . . . . � . . . � � . . . . � . . . .. . . . . . . . . <...,N.'° ..! , . . . , . .. . . . . . . . . ' . . - . . . . . . . . . � .. .. . . . . . . . . � � � � . f . � � � . . . . . . � . . . . � . . � � � . � . � . � . . . . . � . . . . � . . . . . . . . . . .. . � . . . � � . . , . . : � � . . . . . . � � � . . � . - . , . . . .. .. . . . . . � . ' , . . � .. � � . � � �. . . . GENE RAL NOTES NOTES �N PLAZAPLAN. FER TO PLAZA PLAN FOR LOC�1TI(JNS � WHICgI ' CC}RRESPO'1D T TI� F � 4 OLL4WIlVG NUMBERS ) 7 1 . HIST RY E • _ O /D SCRIPTION. TI� EXISTING L H C UB OUSE BIJILDING AND , 14 . PLAZA ARE APPR � 5 OXIMATELY 30 YEARS OLD. '�HE PLAZA STR.UCTURE 1 . REIVIOVE AND ILPLACE EXISTING CONCRETE TOPPIN(� SLA� RI�� _ ; _ � - ., . . . .. . � - . . � . . . . . . . . . . . . . . � . � 1 . P! . . . . . . . iY . � . . . � . . . . . . . . . , . . . . � . . , . � � . � . . . � . . . . . . . . . 1 � � � ► 11 � � . . . I CONS STS OF HOLLOW CORE CONCRETE SLABS SUPPORTIN EPD � _ _ � G AN M INSULATION iERE IT EXI T _ 42 7 _ _ _ � S S), AND WATERPRC�OFINC �ENS�R.AI�� 35 5 16 8 0 MEMBR.ANE EXPANDED POLYSTYRENE INSULATION " AND � � , GONCRETE SYSTEM. - TOPPIN G SLAB . TI� PORTI N F P ` �r O O THE LAZA OVER THE POOL _ P L E 1VIEI�IT R l� EL, O U!1' C)Cl (a � � � ,. ; E UIPMENT R - - _ �_ ------ ----- _ OOM CONSISTS F A A T Q O C S IN PLACE CONCRETE SLAB 2 . REMOVE EXI TN P _ S G SCUP ERS . INSTALL NEW WATEItTIGI-i'T � 5 - SUPPORTING AN UNI£N : OWN WATERPR40FING MEMB R.ANE AND A PREFINISHED �EET T - S ME AL SCUPPERS THRCIUGH CUR� �I�. I3�T'AI� o� � , : N RE . _ p CQ C TE TOPPING SLAB . WATER L EAKAGE THROUGH THE E S 7 F/2 E � . 1NT GRAT� NEW SCUPPER WITH NEW WPM T AI,� ) � O t�W FOIt. �. 3 2 ELE�. ASSEMBLIES HAS OCCLTRRED FOR SOME TIIVIE. PREVI _ __ OUSLY A I)RAINAGE t�T �JBSURFACE LEVEL. INSTALL NE --- -- a V� CC)L,LEG'�f�R �C1XES 97.23 . PEDESI'RIAN TR.AFFI _ C COATING WAS APPLIED OVER TI� CONCRETE AND D P � (�WNS OVTS IN CONFIGURATION SI1I�IILAR: T0 `EXI 'TIl\I o , � , S C _ V. 9 : 1 . � . TOPPIN L . �, 11 G S ABS HOWEVE ` WATER LEAKA GE CONTINUED . � � � I EXTENU` I�TEW D _ )WNSPOU'TS TO DISCHAR E INT E T G Q XIS INC� _ S .. D �r - : SUB3URFACE DIAINS . VERIFY' EXI T r S ING SUBSURFA�E DRI�INS F'�,OW 2 Z. BA I F _- ==- S S O REPAIR DESIGN. INFORMATION AND EV:ALUATIONS _ FRE�LY AND H�VE A POSITIVE DISCHARGE LOCA'TI�IVe , ' � RELATED T0 THE WATER L _ _ _ EAKAGE PROBLEMS PLAZA TR S UCTURE � � _ . __ ! _ __ _ -- -- w-=-� ==�= _:� __� �_: _ , �� , � - - i AND `POSSIBLE REPAIR OPTIONS HAVE BEEN MADE AND WERE USED _ �` . - 7 -8 = � 3 . INSTALL NEW 'T�V LEVEL D _ � _ �- -- - - - - 4 RAIN NEAR CENTER OF P'i,14Zt� ABC��E t� ,� , �a _ � , IN PREPARATION OF THESE REPAIR D OCUMENTS . CC?PIES OF THE E 1 _ S PO L E ME�'T R � O UIP OOM ER DETAIL E/2 . INSTAI.,� NEV�T IN Q lP ) 3 C�I , �n � : � � _ ELE�T. 99. 10 X l DOCUIVSENT ` ARE A �.a S VAILABLE FC?R THE CONTRACTOR TO REVIEW _ DIAIV�TER CAS , IRON PIPIN R E Q G OUT D THROUGH SQI;� WALL C)F ; -PRIOR TO BIDDING `AND IN L E TI� F • - -,.._ �----- - - ❑ C C UD OLLOWING. POOL E UIPME�T ROOM T DI HAR _ _._---- ------------- _ Q O SC GE AT NEW CONCRE'TE SP'�AS�I 2 a. REP RT BY T , . . T 4 CONS RUCTION SUPPORT SERVI E DATED C S BLOCI�. INSTAL, NEW HEAT TRACING AT DISCHAIiCaE PIPE C)LTTSY]3E ` T 2 ; SEPTEMBER 28 2005 . � @ , _ _ X B D �! � UIL ING. c•J, 00 _ . . . . . . . . . . . . . . . . . . . �. t � PP . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . � . . . . . . . . . _ . .. g . . . .. . . . . . � . - . � . . . . . . . . . . . . . . . . 1 � � . . . . . . . . . . . . . . . . . Q " . . . 1 4 � S _ 3 b. MEMORANDUM BY B2 E DATED F 2 S C EBR ARY 2 2 � 97. 3 U 6 006 AND JULY 12 2 , � � _ _ � � v , _ . �r 2007. .-, 4. TEMP RAIZILY :_ , , O lEMOVE EXTERIOR DOO JAMB ANI� � � S 1�I�EtES�IOLD � � _ 12 _ 15 _ 4 c. CROSS SECTI N 'THR H _ O OUG PLAZA FROM JC�SEPH AND ASSOCIATES _ TQ INST L NEV ATE AL W RPRQOFING MEMBRANE UP IN'I"Cd S1I,L C�F IN �, ❑ _ . _ DATED NE 1 2 _ JU 3 005 . ! � RQUGH OI�ENIlV�r AND XTE � E NDING CC)NTINUOUSLY LTP J�Ni� F S O _ �' - 5 �) , . . . . . . Y '. .. . . . . . . . . . . . . . � � . . . . . . . . � . . . . '. . . . . . . . . . . . . . . . . . . . . . . . . . . � � . . . . . . . .. . . . . . . . . . . . � � � � .� �i d. PLANS AND SEGTIONS ENTITLED E H . _ S VENT SUFPLEMENTAL MAP r ROUGH OPENIN�r5 A MIl�TIMUM OR 12 INCHES . COQRDIN1�'TE WI'�I � 1.. - r ' � ! 10 POTATO PATCH CL C ND MIIVI M ►� �C � ELEV. 99.30 X ELE . . 0 ,-- UB O O U S ATED UNU . � � , � INSTALLATI F ME ON ) MBRANE AL B QNG OTTOIVi �F EXTEItIOR _ O w _ , ! wa , , e. LETTER RE ARUIN TR s l . G G S UCTURAL EVALUATION-FR M O MARTIN/ BLTILDING WAL1S ER DETAIL S A/2: AND B/2 . L � �� �' a _ - ) 4 8 , � O � # . _ ; MARTIN CONSULTING ENGINEERS DATED AUGUST 8 20Q 7. � _ � ` ELEV. 99 .06 � � 13 ❑ , ; f. REPORT 4N FINDIN AND RE , GS CO1��iMENDATIONS FOR REPAIRS BY 5 . REMOi1E AND RINSTALL EXISTING WOOD GUAR�,IRAIL S�'STElVI _ _ B .-----`r BC&E DATED JANUARY 11 2008. � , - : 2 , AROZJND PERIIV�TER OF PLAZA F LL _ O OWIlVG WATERPlZ F QO INCa V�QRK v o, D : � � e � ' ER DETAIL � D/2 < � S � AND . �. � �' ) APPRt.�X. , � 2 . > � .� , , . 3 . PURPOSE OF REPAIR . P p.. ._ , S TI� URPOSE OF THE PLAZA REPAIR PR i OJECT _ SL PE 11 �� � O / � 1�'T _ : � . EI,��T. 99.�7 , IS TO REDUCE THE RISK OF LEAKA E THR ELEV. 99.50 X G OUGH TI� PLAZA AB VE .a- O , 6. DETAILS F R B( TT M F - . d� O O W.ALLS F. DETAILS A/2 AN� Ii/2 �'PLIES � � ) , , 'TI� L H � _ ; C UB OUSE AND POOL E UIPMENT ROOM REPAIlZ , DAMAGE TO X V. 99 U Q , � . 9 TO �OTTOM OF .OLLTMNS . _ ❑ ; � _ ; - THE STUCCO CLADDIN N THE EX , GS C) TERIOR WALL SUREA ES BEL C OW C ' : ; THE PLAZA REPAIR DAMAGE T TI� THREE T 5 O S AIR SYSTEMS _ � 7. REM E OVE XIS'�WG ON GRADE CONCRETE STAIR S�'STElViS AATI) A _ , SERVICING THE PLAZA ` RED E LE 2 � UC AKAGE THROLTGH THE SMALL REPLACE H �TE N RETE T WIT W CO C S AIR SYSTEM IN SI11�I�� .. 13 � � 2 4 ` � PLYWOOD DE K AT TI� N R : P _ C Q THEAST CORNER OF THE FFI E O C � a CONFIGLTRATIO.J EXCEPT A A _ S INDIC TED IN DETAILS A/3 AIdTL? � /3 . . , a 4 ' . , : . . . . . . . . . � . . � � . . . . . . . i .. : . ' . . . . . . . . . . . . . . ��-. � � : �:J . . . . . .. . . . � . . . . . . . . . . .. . , . . . . . . � .. : . � . . . . . . . . . .. . . . � . . � � . . . . . . .. � � �.. . � � � � �� .. . .. . . . ..�.. . . . . . . � � . . . . , . . . . . . . . . � . . . . B�LTII;DING AND REM VE � O AND/OR REPLACE OTI�R DAMA ED G � � - � REM(3�E AND RIN TALL ARD S GU RAII.,S. INSTALL N��V S'TEEL PIFE � _ ^., � �� _ ; DC _ _ _ ,� _ 3Q - FEATURES ADJACENT T THE PLAZA � O . HANDRAII.,S ONBOTH ID F � S ES O STAIR REPAIR > S . STUC�C, CII�T SIDE5 OF w _ STAIRS . TYP. 21 ATI N � a OC t3 S . a, � O ) ' . a 4. INTENT. THE DESIGN OF THE REPAIR I S S INTENDED TO REPLACE TI� �¢ zn EXISTING PLAZA A E L 5 t SS MB Y AND COMP NE T O N S WITH TI� SPECIFIED ALL NE F�ArTDtAIL _ W S SHALL BE l 5 H D . INC IAlVIETEIt 5�'EEL PIFE ❑ MATERIALS AND CONiPONENT TH S Wi SIlGIILAR DIlVIENSIONS AND GONF(3RMIN A TM A TYP. G 'T) S 53 GRADE B AND BE FUI,LY LD�I3 � V� . � _ FUNCTION AS THE EXISTING OR T REM _ ; � O OVE AND REINSTALL TF� HANDI�AILS AT .ACHED T EXI T ROOF 4 S ING WALL AND GUAItI3RAII, T'H � EXISTING COMPONENTS RE I ATED T IND C . O TI� EXTENT �� ) S�.TITABLE SUPPORTS AND AN H R AL C O S . T'YP. L H[I�N�R1�II; AND _ � ` REASONABLY POSSIBLE AND WI THE L , - , THIN IMITS OF THE EXISTIN G � GITARI�RAIL LO ,ATI N �. O S ) _ : : CONDITIONS AND NFI TI ` � CO GURA ON OF TI� EXISTING STR UCTURE _ 4 � WHICFi IS T0 REMAIN THE NEW MATERIAL ; � 10 s coNrnorrErrrs Ar1n , D � � a � 8 . ItEMOVE RElVYA . IN P RTI N G O ONS �E EXISTING W0C3D STAIl2 � T S S ElVI _ _ 2 ' _ SIlVI. ; FEATURE ` H D 2 S S OUL COMI'LY WITH TI� CLTRRENT APPLI ABLE C AND CONSTRUCT NEW SOLID W D T 00 S AIR SYS'�EM ER I3 ETAII:,S �/3 � � a , BUILDING C DE• H WEVER ME _ Q 4 SC� MAY NUT. FOR E��A11�'LE ` THE > > , D!3 AND E13 . R1M VE AND RE . O INSTALL, �UARDRAIL ON S IDE ` CtLJ'TT�I � � _ ) �� DIlVIENSIONS OF TI� EXI TIN TAIR „ , S G S S AND LANDINGS WILL MAT H C �� � EI.Ei�. . 1 Q OF STAIR. CONSCRUCT NE 99 W WOOD GUARDRAIL NORTI-� SIDE F TAII� O S ELE�. 991 X : . 0 � _ TI-� EXISTING, THE PLAZA LIGHTING WII.,L NOT BE CH[ANGED, AND _�_ - == =- --=_ == _ _ . SIMTLAR TO EXPTING, BUT ATTACH TO WOOD ' STRINC'r�RSo INSTALL : , TI� ACCES3 AND ADA- MI'LIAN E T , GO C O TI� PLAZA OFFICE AND _ � � _ NEW STEEL PIP� �[ANDRAIL B S ON OTH SIDES OF STAIIZSe REPAI� , O CLUBHOUSE WILL N T BE H[AN ED. A O C G S A RESULT THE DESIGN OF � EXTERIOR DECK � ` STUCCO ON SOLTH WALL OF STAIR. � ; _ �� ` � TI� PLAZA MAY N T AND I = ,� , O S NOT INTENDED TO FULLY MPL _ � � CO Y _ o _ � 5 . - ❑ ==-----== _ WITH THE ORIG AL R APP I -- IN O CURRENT L CABLE BUII.,DING: CODE D �IJE r, � 9e REMQVE AND D:S ARD RE C MAINING PORTIONS !JF ��IS'TIIVG WC�OD , .� TO THE EXISTIN ONDITI N � , G C O S AND LIMIT TI N . A O S � > : 8 _ ' BLEACHERS . INMTALL NE _ W STLTCCO ON EAST CONCRETE � � AL V6�AL�I, � a - V OF BUII.,DING O� L . � _ _ - _ ; , CO UMN AND ON SIDES OF EXTERIQR ��CK. _ � � o . � 5 . PRECAUTI N . ; _ _ O S _ �c , _ � a. PR TE � �r � � O CTION OF BUILDING. THIS WORK WILL EXPOSE TI� 9 - 10. AT EXISTIN E�TERI R D 26 0 G O ECK AT NORTI�AST COI�IeTE� l�F ��FICE � � � , �I � B D T UIL ING O WATER LEAKA E G AND FLOODING IF PROPER REM VE EXI T � ,� ; . O S NG PLYW D HEA 00 S THING AND �TS'�AI,I, NEW _ EXI TIN 4 0 S G , , :,:� � ,. „ :, �'} PRE A I � � � C UT ONS ARE NOT EX ER I D C C SE . TI-� CC)NTRACTOR WII.,L � . . , � , , � � . , : PLYWOOD HEE'T'HIN � . . S G. INSTALL NEW PEDE T S R:IAN '�'RAF�I '� � . C C(JA ING. ��.. � . �� r� GUARDRAIL ..J. � . KEEP ALL WORK AREA WATE TI • � S R GHT AT ALL TIlVIES AND L BE W� INSTALL NEW D:tIP EDGE SHEET METAL FLASHING AR P L�►ZA P LAN � � ` 4IJNI� �., ; : O RE . � _ , � T � ('I' 1�tiAIN} � P SCA�E. 1/8 - 1 -0 S ONSIBLE FOR TI� CORRE TI N F C O O ANY DAMAGE AS THE PERIlVIETER. V1 � � _ RESULT OF WATER LEAKA E D T G UE O THE WORK. : ,,,� ' . , -�./'r'�,'" .. � ; � b . THE PLAZA IS SUPPORTED BY A N CO CRETE STRUCTURE. 'I'I� 1 l . REM OVE EXISTNG WOQD DECK AND STAIR AND I�I S SCA�. �.�` _ � �t $ CONTRACTOR WII,L USE EXTREME CAUTION WITH REGARDS TO c� . CQNSTRUCT NE�V SOLID WO D DE K O C WITH` WOOI3 DE�KING � KN � CONGENTRATED LOADS E UIPMENT L . . . . � OADS LOADS FROIVI Q � STAIRS IN CONF.GURATI N T _ O SIMILAR O EXISTING ANI� �,S SH V�i�T IN O The existm heat r i t ac n in the collector` 0 � � --�- � -� g g STA KED �I.'T. II�T I�NSPT: 9 LF G DEBRIS C?R MATERIALS ET . D • C URING TI� WORK TO , H.T. IN GU'I"I'�R 79 LF `� DET AIL F13 'WI'�-i NEW GUARDRAIL AND STEEL PIPE �RAILS . x ' _ bo es tters and downs ` outs will< be . ) _ � � � � } P : � PREVENT DAMA E T . . G O THE BUILDING STRLTC RE TURE SULTING _ H.T. D P�' I, � : , � IN NS . 9 re laced v�nth t V NEW WO�OD DE(K AND STAIlZS ' ARE TO BE CONSTRUCTEI) C11vT T(�P OF new hea tracin when _ C p � ( _ � �, . . , FROM EX E IVE L �, C SS OADS . the existm collect r x r - o bo es tte s and NEW CONCRETg :TOPPING SLAB . , � _ g � a � ' � � c. TF� WORK WII.,L BE PERF ------- �/! ORMED IN A RE SIDENTIAL GONDOIVI�[��IU11R downs outs are re laced as a�t:_o£. the � . P p P �''l . . . F�+�1 RESORT ENVIROr1MENT. THE GENERATION UF DUST DEBRI e re air work : In ` total this includes , S� _ P ) � 12. NEW WATERPROOFING MEMBRANE SHALL BE COIVTIN�TTQ�TS F1ZC}1V1 _ � . . � a ro�matel l l fe t f F UMES AND NOISE M[TST BE 14�l�VIlViIZED AND C4NTAII�TED IF � � 6 e o heat tracin . � s pP Y g , _ S� LTCTURAL SlAB OF UPPER DECK STR � TO UCTURAI, SY,AB (JF �,OWER . . � ! 0 +� The new heat tracro should in 11 NECESSARY. ALL DEBRI E � be sta ed S G NERATED BY THE W RK L O WII, BE NEW 3 DIA.: A 'F � > ', C S DECK. 'COVER V�AT RPR F . . , . . E 00 ING MEMBRATIE WITH PREFII�IISHEI? � T � __ _ n , a d connected to existm r n h �r I�VIMEDIATELY . t � b a c c cuits CLEANED UP AND THE AREA AR OUND TI� WORK 0 IRON PIl'E L P� F� S�IE�T ME S C� . T.AL Q�T VERTI AL C SURFACE OF WALL 'TC) PRC�'I'E�'T ' a q I _ 22 an d 24 in the same mann r a t h L . �� c H.T. IN � e s e , WII. BE KEPT LE C AN. AL RE L UIREMENTS F 1'HE O HOA AND THE _ Q � 1/4 PER _ _ . . . . ME1GiB FOf:�'T _ RA1VE FR( M EXPOSURE CO RDINATE TH � O VtTI T�3PFII�tC7 SLA� S .` _ existm heat tra m is c nn c o ected. , Based _ � � TOWN OF AIL L DNSPT. ELE�'TRIC� 0 V WIL BE C MPLIED . O WITH. BELOW � on 12 watt/foot ` heat tracm the 1' L � � � , �TE A'� � . d. WELDING GRINDIN . . G SOLDERIN TI-� G HEATINGAND TOR CHING a � _ � ` , � ` STRUCTUR�I, SL� 1 'RE 3 . MOVE AND RPLACE S E TUCCO ON XTERIOR WAL� AN� SC3FFI'I' _ maximum cable len h for ea h i i 0 � c c rcu t �. ATI . L (JC C3� . . : OF WATERPR F � COL . 00 ING MATERIAL AND S OTHER OPERATION � S � IN POOL � � AL � 1 ONG S�ITTH ,IDE OF GLUBH E. RE s 00 feet. ` Therefore the two existm OUS MOVE AND REPLA�� S�JGGO �- W _ , � �. s g IN IL� E � 5 . NS � a , BX � � O � PRESENT A RY REAL F � � , , VE IRE �[AZARD D LTRIlV AF . � G AND TER SUCH .,� E .. UIPMENT lZ l� - (.�C� _ circuits can rovide ade uate ower f r ON EXTERIOR uALL ON WEST SIDE OF CLUBHOUSE a � . n o , SO�T'T'H WES'�' ' _ Q � _ � :r�. � ,, .,. . P q P � � � � m . �» �� . ' ' � � �LTII�D�TG � LF _ 9 0 � � � � OPERATIONS . CONTRA T R �� . � C O L TAKE WII� ALL PRE A , ,� � C UTIONS � � � the new heat tracin and th 1 r PENETRAT'E SC� : � � � , e a out fo AND NQRTH SIIES OF POOL E UII'MENT ROOM AI�TI� I�T R.'1'I-� �, , � Y � Q � � SIL�E C1F 9 �� � � � ��� � . e � � , , p .. � � � � �� � T � � � NECESSARY TO PREVENT H � the ne SUC HAZARDS.` SUCH PRECAUTIONS � . � � w heat tracin will be such that no WALL ANI� r �� � � CLLJBHOUSE BE.OW PLAZA AREA. � _ � � � � . � � + V1 . . . . . . . . . . . . . . . . . Q . � . . . . . . . . . . . . . . . . . . � .� � : . ; � � � � � � � . . . . . . - � . . . . .. . . . . . . . . . . . . . . ! . . . . . . . . � � . . �� .,. � . . .e� , . . . . . . . . . . � . . � . . . . . � . . a. .. . . . . . �r�`'''t Ci� LL CU SU 110S OW T t L e o more than 100' INC UDE BUT ARE NOT LIMITED TO FIltE EXT . : INGUISHIlVG � . A � PP p � � DISCHA�GE �'�`FI � � ` � � � .� . T ^ � m � �.. � _ , �, I . � � , a � : e heat tracm . New 30ma GFE � � E � � . UIPMENT QN SITE AND � � NEAR SUCH OPERATI A _ � �. , � ONS T ALL TIME S � ` V 1 ! Q LAMBSTO1��iT� ` .� 14: TEMPORARI.LY lEMOVE AND REINSTALL EXTEl�IOl� L�iLTC'TWtO� ANi) Y � �, . �'� � � � �. � � circutt rotection sho 1 1 ; � u d a so be AND NECESSAR POSTING A FIRE WATCH FOR A TABLE � P (� � SUI ONTO CON�12E'TE � . ,� . M°�I E UIPMEEN'T IN "�IIS AREA TO MAI�]E REPAIl2S TO 1'LAZA EI)GE ARTD � � Q � �� rovided for each branch circuit er the NUlVIBER COF HOURS AFTER THE END F _ � p p O SUCH OPERATIONS . . 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B � � . . . . . . . . . . . . . . , . . . . � � � A _ Scale AS NOTED � .�_�� �� , _ , . _ . . � sn��t �r�ti� a �I G _ 1520 W ; ' e t Canal Court, Suite 240 � � t� c . . _ _ . � Iaz� Plan and G � neral Notes - � Li�tlenn Colorado 80120 � 5 6 11 . RESPONSE TO 1"C3V � Ca � iVIEt� 1"S , _ 1 _ 303:3a0. 1 t I . . 1 4 f x Ga0 e ( 303 350 00 a sheet No. - _ _ - �� _ . � _ �.���� _ ____m� r m�,, � . __.s: , . . � . . - � � . � . . . . . . . . . . � . . . . . . . � . . . . � . . � . . . . . . . . . . . . . . . . . . . . . . . . . . ' . . . . , . . . . . . . , . - . . . � :v�....,,�: fi ' � . . . . - . . � ' . . � ' . � . . � . .� � . . � . � . � , . . . . . � � � � .. . . , . . . , . � . . . . . . : . . . . � . . . , . . . . � .. . . . � . . � . � ; � . � . . . � , ' �� � . _ , . � � . � � . • . . . . . . . . . . � . . . . . . . . � . . . � . . . . . . _ . _ . . . . � . . . .. � � . � � ' � . . � � . � � .. � . . - � � . . . . . . . . . ' . . . . . � . . � . . . . . . . . . . . . . . � . . .. . . . .� . .� � , . . ' . . . � . � . - . . . . . . . � . . . � � .. . . . � . . . . '�, .. GENERAL NOTES . : : _ I�V�T C4NCIZETE STAIRS AND � _ . I,ANDING �XISTING ADJACENT - . N _ I 1 . TO THE EXTENT RE , ASONABLY POSSIBLE AND Vt�ITHIN TI� LIMITS OF NEW �3[ANI7P:AIL REN4UE EXISTING CONCRETE � ; I THE EXISTIN W�L R�� REA�� SEE NOTE 6 G CONDITIONS AND TF� ' CONFIGUR.ATION OF TF� ( ' ANI3 REINST�;L GrU�RDRAII., SIDEWALK T(a RElVIAIN � � ) : F R REINF R I ' EXISTING STR 4 O CING UCTURE THE STAIR H[AN7DRAIL S S AND GUARDRAII,S ) . . . . . . . � . . > � . . . ! . . . . . . . . . . . . . . . . . � . . . . � . � � .. � . .. . . . . . . . . . . . . . . . . . � REMO AND REPLACE NEW CC?1d�CItE'T� S"T.AIRS VE . � . . . . . . . . . . . . . . . . . . . . . . . - . . . . � . . . . . . . A . . . . . . . . . . , . � . I , . . . . '�. � ,. SHALL C MPLY TH : O WI THE RE UIREMENTS OF SECTIONS 1009 1009. 12 Q � � IN IDEWALK/ EXIST G S P ITI IV N TN � P�.�A _ os o os � ca H i ' I�EM0�1E �ND REPLACE , _ 1 12 �� . . 0 AND 1013 OF THE 2009 IBG WITH ADDITIONAL RE UIREMENT � � s 12 • Q T LAND IN THIS AREA O . _ F 1VI END ING I . APPROX. 6INC�� RtJ . STUCCO 4N ADJAGENT , _ , S ED BELOW. Fr--� . 3 A COMMODATE NEW , F SEE I�TC�TE 6 �C3R. G , O CURB _ t _ _ �ONCRETE WALL ALL . � _ �. , > , l�.�IIl�C2I�GII�TC� . . - - - - - - - - - - = - - - . EX'�ERIOR FACES ' . ) 2. STAIRS AND LAND . ) INGS - - - - - - - - - - - - - - - HANDRA.II, , ., . - . , a. STAIR WIDTH. 44 IN HE R T MAT C S 4 O CH EXISTING , � � REM VE AIV� �I'LA�E . � �� „ . . _ ! WHERE LIlVIITED BY EXIS'I'Il�TG WALLS . � . : 34 T 38 EXISTING LANDING � � � -�------ - -- - - - �------ - STtICCC� OI�T �J.ACEI�1'I' -------- - -- - - - •------ - . . , . . b. RISER HEIGHT. IN HE l��IAX 4 HE ? C S IMUM AND INC S M INIMiJM. �D�EWA�,K AND STAIIZS A , GONCRETE �.ALi,5 .A.i,I. \ _ � � � . M�►��][MfJI��I VARIATI N BE EN RI ER HEI HT � C) TWE S G S . 0.375 INCHES IN TQ RE , . � �tiAl�t) EXTEIZYO�t FAGES } ANY FLIGHT OF STAIR5 XCEPT THAT VARIATI N IN HEI HT AT � . �: O G : CE _ 0 A]EW I�ANDRAIL E . '. B TT m� 3 O OM OR T F RI ER AT P LI AY HALL T O S UB C W S NO EXCEED 8 /o OF ' ONE - PLAZA T PP�N 5�.,� _ � STAIR WID . RAIL GON'].'IlV[70US NEW C) C TH} TREAD . . , ; : , R M . � AB P I, E . t�� . . �It I,f.1WER STAIR T � OVE 00 �P � c. TREAD DEPTH. 11 IN HE . NZAX ARIATI N BE E � C S I�vIUM V O TWE N TREAD � , DEPTH . iJ�'PER STAIIt _ � _ , _ � — ------------- __-------------- DEPTHS . 0.375 INCHES IN ANY FLIGHT OF STAIRS . — ------------ --------- ---- - a . , — -- � : u :. , d. CONCRETE STAIRS SHALL NOT HAVE NOSING INCLUDING AT STAIRWAY NEW HANDRAIL , � � rrEw xAr��z., . �a�x � � � .� . � LANDINGS . CONCRETE STAIRS SHALL : HAVE VERTI AL RI ER . . . C S S _ � � � sm�s : a� s�r� ��r� . . �� � � ; e. WOOD STAIRS MAY HAVE NOSING' NOT TO EXCEED 1 .2� INCHES . IF „ . . , , 1 T P T �I. _ � � (JS AI� VtT NOSINGS ARE USED TREAD DEPTH IS MEASURED FROM NOSING _ � : � � � � : _ ► , _ TO=NOSING. WOOD TAIRS SHALL HAVE S LID RI ER . � � . ; S O S S � - - - - - - - - - - - - - - - � f. RADIUS OF CURVATURE AT LEADING EDGE OF TREAD : 0.5 INCHE5 _ - — - — — — — — — — — — - — -- - IF' NECE� SARY SHtJRTEN u � � - u 1Vi : _ � � l��LA�IMU . _ _ I�AIoTI3RAIL EXTENSION TO � � II . LANDINGS SHALL BE 48 :INCHE5 LONG MINIl�ZUM AND THE WID 'l�i ` � � � , � AVOID INTERFERENCE W.tZ"H ' � _ 11 OF THE 3TAIlZS . _ : ` EXISTINCg ��J'T'-SWIl�TGING I I y „ h. WALKING : SURFACE OF EXTERIOR STAIRS SHALL BE SLOPED T O EXIT DOOR I , HAiJDRAIL ELEVATI N � � I C O � _ � _ �Vil � �JN � . STAI F� �AN �l1/ CONC . STAI R : PLAN � : _ � , I : AVOID TI-� ACCUMULATION OF WATER ONDING ON 1'HE TREAD � _ , � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. � � � . . . � n � � n . . . . . . . . . . . . . n �. � w . . . . . . . . . . . . . � .. . . � � .. . . . . � . . . . . . . . . . � . . . . . . . . . � . . . . . � ' 1 . SCALE7/2 1 -0 . SC�LE. 114 1 -0 SCALE. 1/2 1 -0 u � _ 11 � 3 AND. LANDING SURFACES . SLOPE OF :WALKING SURFACE SHALL I I _ � � 0 NOT EXCEED 2 /0 1 UNIT IN 48 UNITS IN ANY DIRECTION. ` t ) 3. HANDRAILS : . , EI)GE OF PLAZA IS NOSING ' ; � � ; ` ►� a. STAIRS SHALL HAVE HANDRAILS ON BOTH SIDES AND SHA.LL BE � � NEW 4 CC?NCl�'T� 'TC�PPIN(� _ � NE D ':TREAD FOR TOP RISER o � , . W WOO S � � ; ` E ATE IN TREN TH AND ATTA �-IlVIENT PER E TI 1 OSING IS TOI' RIS ER AD U S G C S C ON bQ7.7 � ) Q _ AND ` LIT3 RI ER _ n SO S 5 _ � EXIS'�IlaTCB �4NGIZETE WALL TO F � � � O THE 2Q06 IBC. ri , e NEW SHEET ME'T�L F'LASI�TC� . It�1V1[AIl�T PAT�H C4NCRETE AS , � 4 a ' b. I-�ANDRAIL HEI HT AB VE TREAD N IN 3 IN HE M � � G O OS G. C S �NIMUM 38 � � ' ; . . SEE D/ 1 FOR T�IC1�I; I3�CI� � i . � , ; NN�G�. IZEMO� AND IZEPLACE a , , 1VIA� , „ NEW 2X12 INCHES �]aVILTM. ` n � . � C.�E SIlVIII.,� . S'I'LJ�Ct� ALL EXT. SURFACES , ) . � . � ) . . > WOOD PR E F RI ATED F R T E ' c. OVID HANDRAILS AB C O OUND S E L PII'E AND s . . _ r� �` . . . - x��ovE � xEnvsT�,L x _ � � TRIN ER P D P R T ER EI2 . S G AINTE WITH RUST INHIBITING RIME AND TWO COATS OF ---- - -- NEW S RINC �3[ANC GUARDR.AIL _ _ _ ____ _______ ____ _ - --- - -- � X � - ALI � HIGH U TY ALKYD ENAMEL PAINT. HANDRAII, HALL HA IMP 1 �I : . S S VE S SON LSSLT2 0 WI'I' Q � � � , � : _ , : � � , ► � � . . � _ OUTSIDE DIAMETER OF 1 .5 INCHES. . � I� T ZNIAX C�3ATIN� , . . NEW Wf}O READS AND n ii } _ \ . _ n , '. • - d. HANDRAILS SHALL BE CONTINUOUS AND 5HALL RETURN TO A ` - : . SOLID RISERS ' , , � u � . . e � 1�W W�QI? � � � WALL GUARDRAIL OR WALKING SURFACE. HANDRAII.,S SHALL . _ : u � � _ � : a a�,.�. _� : HANDR:AII., � . � � BL KIIeT I3 OC G SEC�:T1tE 'T�E NEVY 2X12 STRINGERS � � � � EXTEND HORIZONTALLY 12 INGHE5 IM . BEYOND TI� TOP � � �� �) REFER T N TE _ O O , . o n ; T N �TE AI,I, , ER TREADS CUT TO O CO � W � � � u , ° RI5ER AND THE BOTTOM RISER. . f�� ) � _ � � u . ' . � � � .: --------= . E , ..�. . AC�QMMODAT TREADS AND TI� IN �I I�d�o . HANDRAIII 'VV'I � ` ' e. CLEAR SPACE BETWEEN HANDRAIL AND WALL. l .5 INCHES : ` � s 5 I _ _ S�gS T'AII�TLE TEE� SUPPORT WELDED --_--- -----�--- -------- - - - - -- S SS S � � � _ . . . ; NEW 2� 12 FASCIA ON ��DE OF . . � _ , i � n H I� � T ' 4. GUARDRAILS . TO HANDRAIL STRINCER ' OT CUT OUT F R u A1�TC C� C�I, S O � . , n n - LNSTALL I�T�W "S1'LT��6J C)I�I a. G ARDRAIL SHALL BE PROVIDED AL N PEN IDED AL U S O G O S W KING � � ATTA �IlVIENT _ C TREAI3S ANIa RISER ; S : s ► � � . ) . . . r � . � A E TAIR `- L IN THAT ARE n SURFACE OF CONC�'I'� ��,I. . : ; SURF C S S S AND AND G5 MORE THAN 0 3 ., , � � PLATE _ u n . . . :. : . ----------------=---- -•---- --- • � •. • r�w �Nnx�s oN BoTx ` : . � � . . . � _ , . ' INC S ABOVE GRADE. � : : . . � � � � , � IDE F TAIR . s so s � � -- -- --'-------------------=- ---� b. GUARDRAILS SHAtiL BE :ADE UATE IN STREN TH AND SECURE HANDR.AB, PLATE . . : _.. G Q . _ . � :. � . : . ; T : . ATTAC�-IlViEN'T PER SECTION 1607.7 OF TI� 2009 IBC. O CONCRETE WALL WITH laT�W UARDRAIL 4X4 WOOD - , . C"a , . �� . . :. . . ; � . 4 D xi, ' : - .. . TWO 1/ IA. E . l' 'T B LTED T TR1N E • . ., . , c. GUARDRAIL HEIGH'� HALL BE 42 IN HE MEA t�S S C� O S G S C S SURED ._ )� _ � _ � , � . � ; ' .ANCH R ATTA H T . � . �: VERTICALL� ABO THE LEADIN ED E F THE O S C O �OVER VVIThi TRIIvI TO MATCH . . VE G G O TREAD OR � H �� . .: : . . r ALKIN A E _ WOOD WITH TWO 3/16 DIA. �XIST'IIrTG Cy�JARDRAIL NE .. [� W G SURF C . W - , . : _ � . . . . .. _ ,, < . ; : C� . X 2 LONG WOOD S REWS I2�1II, BE EN P T T . . , ; .� d. GUARDRAIL OPENINGS BELOW 34 INCHES SHALL BE SUCH THAT A 4 C S TW� OS S O � : 3 .: . HD T R P RE . . 1VfATCH EXISTIi�TG _. INC IAME E S HE MAY NOT PASS .GUARDRAIL OPENTNGS _ I T _ � ' ABC�VE 34 INCHES SHALL BE SU H THAT A 8 IN H DLtiMETER C C '' _ _ _ H HAiVDRAIL R E TI N E�ISTING CONCRETE ; C OSS S C O C WC� � D 1"AIR AT E SPHERE MAY NOT PASS . _ � � . . � S CC� �IVER . TI N �T T P F STAIR SCALE. 1 .1 _ _ . w _ . a : D SEC O O O RAD ID K _ SLA� ON G E S EWAL s��LE. v� � �o � ' _ . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . � � . . . . .. � . � . . . . . � . . . . . . . . � . . . ' . . . . . . . . . . .. . . . � � � . . � � . . . . . . . . � . N � 1 11 . . .. . . . . � . . . � . � . . . . . . .. � . . . � . . . . . . . . .. . . . . . �� � . .� . � � . . � � . . . . . . . . . . . .. . . . .. . . . . . . . . . .. � � . . . . . . . � . . . . . � � � SGALE. 3 1 -0 Z'O � ' : . � r� . , 5 . SHC�P DRAWINGS AND SUBMITTALS . : 3 � . . . . . . . . . . . . . . . . . . . . . . . � . . � . . . . . . . . . . . . . . . . . . . . � . . . � � ' :�.� � . - . . . . . . . . . . . . . . . . . . . . . . . . . ' : � � � � ' � : . . � a. FIELD MEASURE ALL NEW AND EXI TIN NDITI N iN _ - S G CO O S PREPARATION OF SHOP DRAWINGS . � b. , PROVIDE SHOP DRAWINGS FOR ALL NE HANDRAIL AND NEVe� WOOD TI�ADS AND . � W S II � ` : GUARDRAILS FOR BC&8 REVIEW PRIOR TO FABRICATION. S4LID RISERS _ II ; 11 � h . . . . . . � . .. . . ' . � . . . . . . . . . PR F T _ a OVIDE SUBMITTALS OR A TAC�IlVIENTS OF ALL �IANDRAILS �, .N .: � - loTEW 2X12 FASCYA OI�T SIDE O� I I _ AND ARDRAIL F RB E ` RE _ GU S O C& VIEW PRIOR TO INSTALLATION. , ..,,,:.:.t ,: . . . .. . .. ..:.. : .�. STRINGER. EY ND 11 ... .. .. .. .. Cl � ) ; .... » :........:. .... ..,. .. ..:. :� , : ,< :, .. .,,, . . . ......,.. . . 6. REINFORCING FOR ONCRETE TAIRS-ON- RADE _ _ C S G . : � a. PROVIDE A MA.T OF #4 BARS AT 16 INCHES ON CENTER EA�H WAY ' _ R1EW 2X12 �1V�(3D STRINGER : _ , ; IN BOTTOM OF CONCRETE WITH APPROXIMATELY 3 INCH COVER � � � � , , , � , _ ; II � _ (��.I) OFF CONGRE'�E SLAB � � � � - , FROM GRADE. � � , : NE D 'Tlt�t�D t�I� � . W W04 S . � _ , • - - II _ :�'FROX. 0 .5INCH ,. � . b. PRC)VIDE U SHAPED #4 ALQNG EACH NOSING WITH 2 INCH COVER ) , �._ _ �C)lG� 12I��R� � � � , r � _ ii i � FROM TOP AND SIDES OF ON RETE TEP. _ i � C C S � � r � _ 1 _ � NEW �,ZX2 X 8 INCHEs NEW 2X12 T �R �R � T �. S RINt�r S T �. c. 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Date 12 17 10 _ �. ;t ' ' m° ^: � � _ .��' �a t �' , �, a � . �- � � .� � / � 8c En ineers Inc . »�, . �. .. , . , � � � � o . . g �/� il Colorado . � �� �� . , � � : �p � , � .� � � .� . 2 5 6 11 . RESPONSE TC� TC�V �� n/IiVIENI"� . . . . . . � u �: . . . . . i �'ub • �4L . ., . � b 'M � `b" � . . . . . . . . � . . . . . . ' . . . . . . ,,. . . . . . . � . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . ' �� 4 . . . .. . . ��°J .. . .. . T .. . . , :: � a . . . . . . . . � � . � � � .. . , . . . . . . . . . . . . . . Scale AS NOTED , � _ � 2 .� `��r,� . dk�,'� �. . 't '�h�°�° � �� .�„ x-�°m '�` � .��° . . r �� _ � �'�`�tatli . ! ',, ;� ; ' .� �" � � . � � - � � a `I52a Vllest Caial �ourt, Suite 240 sneet -r���� . ., . - , Details . �, 4 1 � � . Littleton Colorado 80120 : - - , 3 2 5 6 1 'I . RESPONSE TfJ 1'CJ!/ � CJnIIMENTS � 303 .350 . 1000 te 303 .350 . 1004 fax sneet rvo. �