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PRJ05-0180 B05-0115.pdf
: �;_ , . �_ � _ , _,:_ , � � � . , � , ' � , � M E � HAN I CAL L E G E N D NOTE: ALL SYMBOLS SHOWN ON LEGEND � , B O I L E R S C H E D U L E , A R E N O T N E C E S S A R I L Y U S E D . AFF ABOVE FINISHED FLOOR PUMP & EQUIPMENT CONNECTOR � HEATING CAPACITY MANUFACTURER * AFG ABOVE FINISHED GRADE �� �s���� MARK SERVICE TYPE INPUT � OUTPUT � REMARKS PiPE UNioN r � � NNeta � MODEL NUMBER BFG BELOW FINISHED GRADE � I � SL MBH ALT. M BH �� DOUBLE CHECK BACKFLOW PREVENTER L A N P i C A � E $ BOP BOTTOM OF PIPE FROM FINISHED FLOOR -p�pd- A t C H I T E � T i B- 3(E) SNOWMELT/ STEEL TUBE 5, 231 4, 185 SELLERS C- 125- W EXISTING CFM CUBIC FEET PER MINUTE � STEAM TRAP � 0 � . 1l � . 0001 BUILDING HEaT CLG CEILING FT— FLOAT & THERMOSTATIC CONN CONNECT TD-THERMODYNAMIC g 4(E) ��/s> b c SNOWMELT CONDENSING 4, 096 4, 069 BUDERUS 58735 EXISTING COTG CLEAN OUT TO GRADE IB— INVERTED BUCKET „ i`i� i� ir DN DOWN �� PIPE ANCHOR �t � � �rri����� (E) EXISTING �" .�``� 0 / �. BURNER SIZED FOR OUTPUT AT 8, 150' —�— PIPE EXPANSION JOINT ��� °° � � � ° f�'' — 4��is, �i SNOWMELT CONDENSING 4, 096 4, 069 BUDERUS SB735 EAT ENTERING AIR TEMPERATURE � `d ' � K, �•�.�a� , AND 2PSI INLET GAS PRESSURE EXH EXHAUST —�— FLEXIBLE CONNEGTOR � ca .° � a4 = EWT ENTERING WATER TEMPERATURE s SAFETY RELIEF VALVE A ^ 0 8 ` � a 3 � � "� � a � � � i FBO FURNISHED BY OWNER � AIR VENT B .�t�UDIN = �' °� � � � 1 ^ LAT LEAVING AIR TEMPERATURE � �T ��� �°g �' t ��,; � °Qw` '��� LWT LEAVING WATER TEMPERATURE � PRESSURE - TEMP. TAP Gt�1� ZE � •'%,�c� ° ° � s � 44 � °��'�'��.�`; NIC NOT IN CONTRACT o PRESSURE GAUGE W/ PIG TAIL & COCK ` ����rrtttniiritnu��it��° �'� Consulting Engineers, Inc. OBD OPPOSED BLADE VOLUME DAMPER —. THERMOMETER �� Vail: (970) 949-6108 CppYRIGHT 2002 O. C. ON CENTER 1_ake T� �) 550-7334 � Q THERMOSTAT u��: �03 �e-3azo OSA OUTSIDE AIR � www.bqce.com PUMP SCHEDULE -�. nP� �A� VACUUM BREAKER UNO UNLESS NOTED OTHERWISE —� i HORIZONTAL CLEANOUT TDH MOTOR * — SMS — SNOWMELT SUPPLY ' —� VERTICAL CLEANOUT MANUFACTURER — SMR — SNOWMELT RETURN � , MARK SERVICE TYPE GPM FLUID REMARKS = F�oaR oRaiN � �) HP RPM VOLT/ P MODEL NUMBER — HWS — HEA� NG wa,�R SUPP�Y � : - HWR - HEATING WATER RETURN � FLOOR SINK P- 3/ BUILDWG 2 1750 480/3 GRUNDFOS TP 50- 160f EXISIING G NATURAL GAS ��) ROOF DRAIN IN- LINE 88 40 30% MG - MEDIUM PRESSURE NATURAL GAS ♦ FIRE SMOKE DAMPER P-4(E) HEAT � 2U - G- A- BUBA OF/S / D DRAIN PIPE BASE O FIRE DAMPER P- 6(E} INFO. CENTER 55 55 30% 2 1750 480/3 B&G 1531 1 - 1 /2 BC � EXISTING PC PUMPED CONDENSATE ,.. MOUNTED - FOV - FUEL OIL VENT (�) EXHAUST FAN ON ROOF W/ DUCT THRU ROOF. - FOF - FUEL OIL FILL � POINT OF DISCONNECTION �� P-7(E) INFO. CENTER BASE 55 55 30� 2 1750 480/3 B&G 1531 1 - 1 /2 BC GF GLYCOL FEED �1/ � MOUNTED EXISTING e POWT OF NEW CONNECTION : - DOMESTIC COLD WATER F'n�� FIRE ALARM HORN /STROBE - RO REVERSE OSMOSIS WATER P- 11 (E) HEATING IN - LINE 753 15 50� 1 1150 4$0/3 S &G 80 3x3x76 EXiSTING - - - DOMESTIC HOT WATER STRAINER W/ BLOW- OFF VALVE WATER �� - - - 140' - DOMESTIC HOT WATER ( TEMP. SHOWN ) - HOT WATER CIRCULATING X P-12(E) SNOWMELT �A'E 326 90 50% 15 3500 480/3 B &G 1510 3AC EXISTING> VARIABLE - - - - - � SHOCK ABSORBER x MOUNTED FREQUENCY DRIVE F FIRE LINE � PW PRESSURIZED WASTE H�H � V PLUMBING VENT PIPE HOSE BIBB / WALL HYDRANT BASE 15 3500 480/3 B &G 1510 3AC VARIABLE �� . � P-12 SNOWMELT MOUNTED 326 90 50% FREQUENCY DRIVE ' CV CHEMICAL VENT PIPE � � W WASTE PIPE Tc TEMPERATURE CONTROLLER '� GW - GREASE WASTE PIPE , = CW - CHEMICAL WASTE PIPE - � * TACO, OR AURORA EQUIVALENT S SANITARY SEWER PIPE o � ACCESS PANEL o ST STORM DRAIN PIPE � o - ST( OF) - STORM DRAIN OVERFLOW PIPE i i . i SINGLE BLADE DAMPER ( S. B. D. ). MOTORIZED N . N AIR ELIMINATIDN SCHEDULE VENTURI /FLOW INDICATER DAMPER, ORPOSED BLADE DAMPER ( O. B . D . ) � �� o --I T 1- BUTTERFLY VALVE W � MARK SERVICE FLUID SYSTEM P . D . FT. PIPE SIZE DIMENSIONS MANUFACTURER * , aiR Ex� acTOR C � » » REMARKS -D4- SHUT OFF VALVE (BALL, GATE, BUTTERFLY) � � , � FLOW ( gpm � ( IN � ( � x H � MODEL NUMBER DUCT SIZES ARE OUTSIDE SHEET METAL � -p�Q- GLOBE VALVE 24x 2 DIMENSIONS. 1ST N0. IS SIZE OF SURFACE � o SNOWMELT �, „ , TACO _ � CHECK VALVE SHOWN . 2ND N0. IS DUCT DEPTH . z AS-7(E} SYSTEM 50� GLY 655 4.75 8 2Q x 41 /z AC8 FLOW CONTROL VALVE �i M-O SUPPLY REGISTER x �, '"' BALL VALVE s zE � a i --�^�- PLUG OR BALANCING VALVE ��-1� RETURN AIR OR EXHAUST AIR REGISTER. � * CIRCUIT SETfER VALVE sizE -6 B & G, SPARCO, & AMTROL EQUIVALENT. p ° ' -� PLUG VALVE IN RISER l� � cFM SUPPLY DIFFUSER; ARROWS INDICATE � m EXPANSION TANK SCHEDULE -tc;- GATE OR GLOBE VALVE IN RISER ~�s��� DIRECTION OF THROW. ~ DRAIN VALVE W/ HOSE END �_p��� �--� DOOR GRILLE � s��- �'�--i � SYSTEM TANK ACCEPTANCE DIAMENSIONS MANUFACTURER * r�MPERarURE coNTRO� vA�vE � sEC�norv THRU suPP �Y AiR Qucr. . ._ MARK SERVICE TYPE FLUID VOL. GAL ' VOL. GAL VOL. GAL " " REMARKS � � � � � � � � � x H � MODEL NUMBER PRESSURE REDUCING VALVE � SECTION THRU OUTSIDE AIR INTAKE, � a EXPANFLEX SOLENOID VALVE RETURN AIR OR EXHAUST DUCT. �, � EXP- 4(E) BUILDING HEAT - 30% GLY - 132 132 - AL- 50Q EXISTING A ( A) SECT10N BCUT L�TTER . � � �� (B) SHEET SHOWN ON . � k N HEATING — _ TACO � EXP- 3(E) 50% GLY 140 ` 140 — EXISTING � SYSTEM — CA- 504 � N � _ N � REPLACEABLE TACO c�o EXP- 7(E) SNOWMELT 50% GLY 6, 000 264 264 36x80 EXISTING � DIAPHRAGM CA- 1000 � GENERAL NOTES : 0 ° REPLACEABLE _ ' TACO Q EXP- 7 SNOWMELT 50% GLY 4, Q00 264 264 36x80 ' CA- 1000 — � DIAPHRAGM i a . � � * B & G. SPARCO, & AMTROL EQUIVALENT. 1 . THESE DRAWING NOTES ACCOMPANY THE PROJECT MANUAL. � m : / = H EAT E X C H A N G E R S C H E D U LE 2. DO NOT SCALE DRAWINGS. VERIFY DIMENSIONS IN FIELD PRIOR TO °�,' COMMENCEMENT OF WORK. REFER TO LANDSCAPE DRAWWGS FOR ALL ; ° DIMENSIONS. n FLOW RATE ENTERING LEAVING MAX . PRESSURE FOULWG HEAT MANUFACTURER & * MARK SERVICE TYPE SIDE ( GPM ) FLUID TEMP . (° F) TEMP . (° F) DROP ( FT) FACTOR TRANSFER ( BTUH ) MODEL N0 . REMARKS 3. OFFSET PIPING AS NECESSARY TO ACCOMMODATE STRUCTURE, BEAMS, °' COLUMNS. UTILIIIES. ETC. °' TUBE & HOT 209 30% 200 180 3. 3 4. W RK HA � a HE-2(E) BLDG HEAT - 2, 2a9, 000 B&G WU -205- 64 ' EXISTING 0 S LL BE PERFORMED IN A WORKMANLIKE MANNER TO THE Q SHELL COLD 119. 2 30� ' 145 . 18Q 1 . 1 SATISFACTION OF THE OWNER OWNER'S REPRESENTATIVE. a N 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PERFORM HIS/HER �te 0112.05 �`-' WORK IN CONFORMANCE WITH ALL APPLICABLE CODES, ORDINANCES AND �' LIFE SAFETY FEATURES AS REQUIRED BY LOCAL� STATE� OR NATIONAL DiaWII By RNH -'-' AUTHORITIES. THE CONTRACTOR SHALL VERIFY WITH THE OWNER'S REPRESENTATIVE "' DJ� IF MODIFICATION OF HIS/HER WORK IS REQUIRED FOR COMPLIANCE. RCYIeWed by �� 766Z.02 � 6. ALL MATERIALS AND/OR EQUIPMENT SHALL BE HANDLED AND 7ob NO. o INSTALLED AS PER MANUFACTURER�S SPECIFICATIONS AND .� � � FilC 76620281LDWG cv RECOMMENDATIONS. O� �� � �� AS SHOWN � * TACO, PATERSON- KELLY, OR ACE BUEHLER EQUIVALENT f� - �' % 7. COORDINATE LANDSCAPE. CIVIL. STRUCTURAL. MECHANICAL� ANQ : 's� � . �� - �; :: a� ELECTRICAL DESIGN DRAWINGS PRIOR TO INSTALLATION. . . ��' � �� . Q � .. _ �; a � 8. REFER TO THE SPECIFICATION BOOK FOR PRE- CONSTRUCTION AND � POST- CONSTRUCTION SYSTEM BALANCING REQUIREMENTS. Re�vYSiOns . . � , c�n 6. PRIOR TO CONNECTING INTO EXISTING PIPES. � - VERIFY EXISTING PIPES ARE INSTALLED AS INDICATED o ON DRAWINGS AND ARE LABELED CORRECTLY. 0 0 N `° PROJECT ALTITUDE � � . � shat � 8 , 150' ' ABOVE SEA LEVEL � . , 0 � � p , o . > ; � + � � , a . � . � � � � � . � . . . . � . � � . � � . . � . . . . . . . . . . . . . . . . . � � . . . . � � � e . . v , . � � � � . � � . . . . . . : ok ' } Q:fOC1Ai�i � LANNEts i LANDiCA � E . ARCHI ECTi � 1 � . 1 ! 001 � . . . . � � ' � . � . . � . . . . � . . �. . . � � . . . � � . . . � . . . � . � . . . . . . � � . � . � � . . . . � . . . . . . � . � . . F�114 ' '1t,,��, . . . . . . � . PD ( . . . . . � � . . . . . . � . . . . � .. . . . . . . . . � . � . � . � . . . . . . . � � . � . . � � . . � � .� . \� ; �s� SA . k: aEa � ��A� � . . . . . .. . . . . . . . . � . . . . � . � . . � � . . . � . �. . � � � � . . � � . . � � .. . � . . . . . . . . . � ��'\� lYb,�s a m . p (& �. I� � . ) . . . . . . . . . . . . . � . .. . � � . . . . . . � . . . . . � . . � . . . . . . . � . . . . . . . . . . . ` mq A � c� n � f°• �f�,.� . � . . . . . . . . . . � . . � � � . . . � . . � . . � . . . . � � . . . � . . . . . � . . . . . . . . .. � o `-� <� ; //f^ �..��q �i . . � . . . . . . . . . . . . . . . . . . . � � . . . � . , . � . � . . � . . . � . . . : . . � . � . . . . . . . . . . . . . . . . . � � � ✓ �\ •� q"� � � . � . . . . . . . . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � . � . . . � � . . . . � . � . . C � � . a . . . ,�, . . . . . . . . . . . . . . . . . � . . . . . . o , �. . . . . � � . . . . . . . . .. . � . � . . . . . . . . . . . .. . � . . . � . . . . . . . . . . � o � . e C � , _ = • 3 21 � m � = _ , = �A . • cc, = ' e � . . � . . . . . � � . . � . . . . . � . . . . . . . . . . � . . . . � � � � . � . � . . � . . . . . . . . . . . . . . . . . � � . � . � . � � � i 'p i �i y ry,� ( ��(/ . e �G/ ..�. . . - � . . . . . . . . . � . . . . � . . . . . . � . . � . . . . � . . . . . . . . . . . � . � . � � . . . � .. . � � � �� � . � � . . � . . . . � .. � . � � � � � . � . � � . . . . . . . � � . . � � . � i�1�6� � L � " " �s � �` . . . . . - B Eaunrnr ---,,,,,FSS; . . . . .•�,��,..��� , A �T ���iiur���A��a��`�` SNOWMELT EXPANSION TANK IN BETWEEN GKL� ZE , STRUCTURAL TEES COIlSll1t1IIg EIIg1II22TS, IIIC. Vol: (970) 949-6108 COPYRIGHT 2002 Lake Taho� (530) 550-7334 � Denver: (303)278-3820 � (E XP-7 (E EXP-7 TO GARAGE RAMP www.bece.com AND ENTRY CONNECT INTO (E} 4° MEDIUM PRESSURE GAS UNE. AIR VENT AT ALL � Q � HIGH POINTS� TYP. ------- �� SM5 6n SMS SMS 5MS —r►--� GARAGE RAMP � SMS l n ,� n ] I 6 SMR 3 SMR 3 SMR 5MR BRIDGE � WILLOW C SMR CONNECTS TO FUTURE BQILERS P- 11 6^ � (FUTURE) ��— SMS � c�n 1 „ (E) AS-3 aI 4 HWS �� I � 4" 3„ „ � �1I 1 A 6 � 3 — 1 � � � g MG MG P 1 : � � �, � l 1 � � � 4�� N.�. p Q N �ARAGE RAMP `° `v "i HWS RETURN VALVE TO OWNER � io d- '.a- c� � „ � ---s � c� 4 , X � � � � 4„ N. C. H HWR BUILDING HFAT �_J �� � � �r h �j BRIDGE PARKING 3 HWR 3 — HWR —►— — ( 3n Hy1/� , � STREEf GARAGE 3.� 3A � 3„ � ' HWS T� — HWS —' HWS _ _ ' � � SMS 8,� 8,, , e. I � - "� � � .L .L � 4» SMS � 6° � 6n I � � � �y . BUILDING . � HEAT � � � = tn � � � � � 1 l l = : : _ : � . � . . . . � � . . � . � � . . � . � (n . . . . � . � . . . . . � . . . . . n . . . . . � d- rO . (E> AS_4 . . . jt� . . � � . . � . .d. . . . . � . � . . . . � . °�, Hws v 4 � 1 1 �v Q � 1 ° ° — ° , � 1 . �.. HWS 1 1 �� 0 , N. �. 1 : a . e . W - � , � � , (ElB-44 ,''' —4b �1�,�� HwR HE_2 L ( ? � �. " I N. G N .O. � — S TC �� � o °° � ... _., / � z e -v ! 4„ _ � — � o e � �, 8�. 8„ 8.. � � -a - - - - - - - - —:- - - - - - - - - - - - - - - - SMR � � � � `r � 1 1 � �, � _ � (E) P�— (E) •'L-4 (E) �� XP-3 v � � �� i i . , � �� � .-. � � m � w i � w ^ � � a -- '� � , ,,i V V U v w u U I �^ � C - - - D� � D— - - - -� C- - - —D � �-' . = v -� � - •� (E P- 1 b �E)�Q � � � -� NEW PUMP P- 12c � W AW Z„ I C.O. J J � . N ROUTE TO WASTE 4.. 3" 3 • 3 o Q Q � LIFI' STATION . _ II � NOTES . � N � � O � PROVIDE CONCRETE PAD CONNECT HWS INTO HIGH N N J 1 . (E) = EXISTING AND (R) = EXISTING RELOCATED J � FoR LEVE� Boi�ER �MPERaTURE RETURN. ° 2. CLEAN UP AND DE— SCALE E HEAT EXCHANGERS ° � PLATFORM. c� C� m O m , / 0 6„ �I 4� � U 3. PROVIDE ROUTINE MAINTENANCE ON (E) .% c� SMS AND (R) PUMPS v 4. EXISTING SYSTEM COMPONENTS TO BE DEMOLISHED ACID NEUTRALIZATION � BASIN. LOCATED ADJACENT 1 � ARE HATCHED. , m T� LIFT STATION IN � / LEVEL BELOW BOILER = ROOM. � , o � � � . � � INSULATE AND HEAT TRACE EXISTING AW PIPING. _ ' . �' B-4d B_4e � . 0 a� — - � a � �� 0112.�5 � , ,. „ � � $ SMR - - -- -- - - � 4 CAL � Drawn By -,-, � SUPPORT SHAFT AS � REY1EWed by D7g ' a EXISTING TANKS � 7662.02 > Job No. ACID NEUTRALIZATION o BASIN . LOCATED ADJACENT File N TO LIFT STATION W LEVEL BELOW BOILER r—D— � C —D Scale AS SHOWN � ROOM. � � � / , � Q � � w aw I c.a 01.12.05 �, Revisions � - -, � > . o - �- JNSULATE AND HEAT TRACE PROVIDE CONCRETE PAD � FOR LEVEL BOILER 0 � ONTINUE TO (E) SUMP. PLATFORM. . < , ; � A � � � PROPOSED BOILER PIPING DIAGRAM sh� � x* o NO SCALE L � '; � � 0 !. � � � cii , �,' n k s, CONNECTION AT EXPANSION FLOA� VE TO ORREQUIV. IIIII IIIII ' _ � � � DIAGRAM S� .BHIS SHEET. AIR SEPARATOR. SUPPORT - I � II �II , o e ( I I = _ �I� . - _ o - �i 1W� Ta GAS ME�R AS REQ D. IIIII IIIII � II = _ � � = ' I ��l�lll� II �I . - Afi0C1ATli PRESSURE SWITCH = , , � LA N N E t i � PR R A IIII � ° o a � ; , LANDiCA1E �; .�. ESSU E G UGE - � ' ao,a' : o � III P , ' Al � NI ECTi > , � GAS I - _ _ �IIII � II � � Oi . 1 ! 001 � -- �[-]- - -�- - - - J FULL SIZE DISCHARGE TO PUMP �� - - - I > o . >e ,o II ' > o LOG SET PIPE FROM SYSTEM ' _ = _ _ �'i � �II - i����t �wri � , � RELIEF VALVE. �- HWS UNDISTURBED � �`°` � � � ` �E,,.��s � EARTH . , ���`` 9� � � � °� �; ` � �',,�'`%, �, s � ` � �a ,l li AIR STORAGE DRUM Do � 4 . . 'E-o ;�`� � HONEYWELL V800. HWS -� � �, '� '� % STANDING PILOT KIT, d GAP "� �� - � BEARING AREA OF BLOCK IN SQ . Ff. _ � e F o : OR EQUAL. WITH LID. o BEARING AREA DRAWING 1 d ` �° ° D ° a , F ZIEG TE D BEND BEND END �BEND '" � ' � = m � �`� $ o CONNECTION , MEDIUM DUTY, NEMA 3R LOCKABLE LOW WATER • o > o � > o > oo :�9 : .°w; TO LOG SET WATER TIGHT LOCATED BELOW GRADE CUT-OFF =IIIII �I ° ; , , , � > �oQ - 3° 1A 1 .33 0.67 0.4 0.25 �o,{'••� Il C�, �j �: �`e� , OPTIONAL HIDDEN GAS PUMP SEEGDIAGRAMEGDER . = o 0 � A TmT�T WITH COVER FLUSH WITH FINISHED SWITCH O � II � � ° > ° B r' � UL11� �iiF�+ • •. . . •• �� •� 4 t .67 2.4 1 . 1 0.67 0.4 � �+ �� STUBOUT CONNECTION PLAZA SURFACE. COORDINATE EXACT "� THIS SHEET. = p I� 6" 5.75 5.4 2.5 1 .5 0.8 �����iii����N'Ai�\��`���� LOCATION WITH LANDSCAPE ARCHITECT P � GANZE � TO SEASONAL FIRE SEE DRAWING 2 THIS DIAGRAM _ 1 /2° o �II 8Y 6.7 9.5 5.2 2.7 t .33 FEATURE (CHILDREN 'S � _� ( � o � 0.3 � s.o �.0 4.� 2.o Consulting Engi.neers, Inc. FOUNTAIN ONLY) PAVERS FIRE FEATURE (170, 000 BTUH ) - " SOIL BFARING PRESSURE MULTIPLIER \ _ I) Va1: (970) 949-6108 COPYRIC�IT 2002 I DIAPHRAGM EXPANSION PLACE DOUBLE LAYER l.ake 7ahoe: 530 550-7334 FLOOR 1000 2A � � � - -- - -� � NOTES: " INDIRECT TANK NOTE: OF TAR PAPER BETWEEN CONC. 1500 1 .33 Denver. (303)278-382A G� 1 . WATER PROOF KILL SWITCH � TO F. D. ' BLOCKWG & PLUG TO PERMIT www.bqce.can , DRAIN VALVE W �� PIPING MANUFACTURER S 2000 1A L_ � J I BY ELECTRICAL HOSE CONNECTION 4 CONC. PAD RECOMMENDATIONS SHALL EASY REMOVAL FOR FUTURE 3000 0.67 �/� - - 2. POWER TO VALVE AS REQUIRED TAKE PRECIDENCE OVER EXTENSION . / � J (2) �i,�C BY ELECIRICAL. THESE DIAGRAMS. � � oRAw�N � 2 GLYCOL FEEDER FIRE FEATURE GAS PIPING DIAGRAM DIAGRAM AIR CONTROL DIAGRAM THRUST BLOCK DIAGRAM NO SCALE O N0 SCALE O N0 SCALE O NO SCALE O SNOWMELT TUBING. INSTALL PER MANUFACTURER'S a . . . a o WELD GUIDE AS REQUIRED RECOMMENDATIONS. 1 /4" PETCOCK. . � . b . � ^ . :ap : o �, � T0 MOUNTING PLATE. ZONE SLAB TEMPERATURE ; a . ". �, p . . . � . ° �� ' >, „ SENSOR. ROUTE CONTROL WIRE TOP OF FEEDER NOT ° � � Q °: � ' .. -� ID 5 R APPROVED - ° . o a . . . - . . d . . 2 2 PIPE ' GU W EMPTY TUBING FOR EASY OVER 4 Ff. ABOVE � � = ' � ° . . - � � . FIGURE 25 . � � . . b . - . . - � o a . . � EQUIVALENT. REPLACEMENT. 3�4.. FLOOR. o . . p . p _ o . . . . . a � , � a o . . � , MANUFACTURER'S MANIFOLD WITH , � , . - � . . . . a . BAIANCE/ISOLATION VALVES . ��.--TO PUMP SUCTION . SNOWMELT TUBING. INSTALL � - - CONCREfE SHOT- IN ANCHOR x : PER MANUFACTURER'S PLUG OR BALL STRUCTURE. (THREADED) . X RECOMMENDATIONS. VALVE. TYP. - WALL J NO INSULATION BELOW ASPHALT TO DDC SYSTEM . SMR CHEMICAL POT NOTE: PIPE ANCHOR; 5/8"x 11 " PL � f � FEEDER ASSEMBLY. ALL PIPING THREADED ROD. WELDED CONTINUOUSLY TO WITH INSULATION PIPE & MOUNTING PLATE. � SMS �-� 3 4» CONNECT TO PUMP, R� N FULLNSULATION _ . • MODULATING CONTROL VALVE � SEE DIAGRAM , TYP. - � ASPHALT P V R WITH WEf- RATED ACTUATOR. �O SIZE THROUGH = HANGER. MOUNTING PLATE. � HANGER WITH SHIELD ; � � TO PUMP DISCHARGE. ANQ INSERT. vnitiEs MANUAL AIR VENT. I - � _ N0 ° SNOWMELT SUPPLY AND REVERSE RETURN PIPING. N REfURN TO MANIFOLd �1I 1 LOCATE MANIFOLd IN 36"Lx rTl , a ' 24"Wx12"D CLEAR INSIDE PRE- i■ CAST CONCREfE BOX WITH PIPE INDIRECT TO F 1 L KNOCKOUTS FOR TUBING AND FLOOR DRAIN . PIPE. � � NOTE: PIPING - COPELAND OR � __ REFER TO PLANS FOR LOOP E4UAL. PROVIDE TRAFFIC � QUANTIIY FOR EACH MANIFOLD. RATED CAST- IRON COVER - e . ° . o MR-� H -9079 OR E4UAL. � z M5-� SNOWMELT MANIFOLD PIPING PIPE GUIDE & �' DIAGRAM CHEMICAL FEEDER DIAGRAM TYPICAL HANGER DIAGRAM P.� � No scA�E No sca�E ANCHOR DIAGRAM ; ; � NO SCALE Oj � O NO SCALE Og � LJ � M m PIPE HANGERS. PROVIDE DOUBLE CHEMICAL FEEDER ' a � 1 d" O. C. TYPICAL FOR LANDING. DEFLECTION NEOPRENE NPE CONNECTION . SEE „ FOR FIRST TWO ON EACH SIDE DIAGRAM THIS SHEET. , �, 8 O. C. OF PUMP. � � CONDUIT SLEEVE THROUGH _ � CONCRETE BAND BY OTHERS ATTACH TUBING TO UPPER SIDE FLEXIBLE PUMP ' OF REBAR, TYP. CONNECTION NOTE: � �, PROVIDE DEDICATED LOOP(S) FOR ASPHALT AREA WITH Q � BALANCE VALVE(S) AND PERMANENT LOOP LABEL(S) 6„ O. C. TYPICAL IN STAIR. � , 8 O. C. n 10° O.C. TYPICAL FOR LANDING. SUCTION DIFFUSER. N ; MOUNT MOTOR � SN � WMELTED PAVER WALKWAY AND SHAFf W INERTIA BASE. o � ORIENTATION N -�: '�.; ; `° ASPHALT DRlVEWAY INTERFACE ��`�'.=a ,�. : . ° RE�oMMENOAT�oN . , � . . .�: :. :. ,� ,. ,. , a .. .: ,.: . �: ... .. .:. / k .::�: ° �, . �.., ... � NO $ �H' L� O . . . \;��\ �� e.. ' :`� ' '. e �. :�..- / � ; �, . . . , � . . . � � ����/�\ �\ • �. i� :. ' `��\��\� \ '+�a . ::•, . , . _ .. � Q �//j//� / �. • � C_J �\/\/\ � . . - . � W ���\��� ��j� 'P, . : � , '� � TRACE ENTIRE LENGTH OF EXTERNAL EXPOSED ��/\ ., � _ ��� .��.,�� .: '_ , , j PIPING WITH 8 WATTS PER LINEAL FOOT HEAT TAPE SNOWMELT TUBING, TYP. -� L DIRECTION OF - RAYCHEM #8XL-2CR . PROVIDE STRAP ON RAYCHEM 1,:::::� WATER FLOW. � MODEL AMC- F5 STAT TO LOCKOUT HF�iTING ABOVE R-10 INSULATION -BUBBLE FOIL. . 40'F AMBIENT TEMP. PROVIDE COLD LEADS TO NOTE: � ELECTRICAL CONNECTION . SUPPORT PUMP FROM PIPING ONLY. a_ � DO NOT SUPPORT PUMP FROM MOTOR, s �4" CONC . BASE. SEE ELECTRICAL FOR CONT. NOTE: UNLESS HANGER IS BUILT IN . MOUNT � . PUMP PER MANUF. RECOMMENDATIONS. _ REFER TO LANDSCAPE ARCHITECT PIPE INDIRECT TO •� THERMOSTAT UNDER COVER. - DRAWINGS FOR MORE INFORMATION . FLOOR DRAIN . 0 HORIZONTAL� INLINE � SINGLE SUCTION PUMP � � ALUMINUM JACKET. �� � , Date 0112.05 N . 3�� THICK PfPEJNSULATION � , � SNOWMELT CONNECTION . STAIR T0 WALK DIAGRAM PUMP DIAGRAM ASSEMBLY DIAGRAM � . . �� � . . � ° ° . . . PIPE SIZE LARGER THAN PIPE. NO SCALE ' � NO SCALE E NO SCALE p �$� � � . � � . ° � " . ° 0 0 0 c" : Reviewed by D7K j . 7ob No. 7662.02 o File N ; . . ... ° . ° �. �. b . ' ' . �.. o AS SHOWN � a . . . o . Scale � � , � � �� � PIPING. � 01.12.05 � NOTE: REVisiOns � (MECHANICAL) � CONTRAGTOR TO SUPPLY > AND INSTALL HEAT TAPE. m 0 � HEAT TAPE DIAGRANi 0 0 �' NO SCALE OL � � � i Sheet � � e . a . � � ., p o � � , � ; : o � Q / / c�i _ .�. �. 0 � � e e , , A:i0C1ATL: � . � LANNEtS i . LANDiCA � E AlCNI ECTi � � 11i . t ! . 000 � ' \`\ U�Ht uiui rri �� \,J���` �� • � `��,,��ii�� � J � • �� �� � i.�'': F' % � O� , F`�, o4 � = U . . .r . � . . . � . . . � . � . � . . . � . . � . . . . . . . . � o � a - � . . _ -�,: 35�18 m� � � . o .. . . ; B EAUDIN =-,°�°•• ,��� ��.° �``: � � �� �� • � • � • ' ' � � �°�� G_ A *7 r� ,,,��'`�S�ON A�-��'����, 1`i.l�! /�Fi / tuun:u►t�u ' ' }�-� Consulting Engineers, Inc. � �" vaa: (s�o) eas-s�oe coPnacHr soo2 a � �G� � ie � �a is Lake Tahoe (530) 550-7334 P�� Denver: (303)278-3820 www.becacan ❑ ❑ II II � ❑ ❑ . . � . � . . . � . � � . � . . . � . . � . . . . . � . . � . . . . . � � � . ������������ ������������ � �������� ^���������������� . . . . �. . � . . . . . . . � � �j:4, SP�1S --�--� GARAGE ftAMP � ' i ❑ I 2„ Sf�iR --�---� GARAGE ENTRY � I � i SMS -�---� GARAGE ENTRY . � � � � . . . � � . � . . � . . . � � � . . . . . . . � � . � . � . � . . ROON E . ROOM ' • � .. IXISTI BOIL62 ROOM . . O � � � . � � � � � . � . � � � �� . � � � � � . . . . . . . . . . . . . . . . . . . . , . . .. � . � . . . ... . . . . . . . . . . . . � . � � � . . . . � � � � � . � . . � � . . � � . . . � � � . � . . � . � . � � ' � . � . . � � . . . . " . . . � � . . ' . � � � � � � � � � � . � � � � . � .. ' . � . . . . . . � � � � � . . . ❑ � � ❑ ❑ � � � ❑ � . � � . . � . � . . . . . . � . . �`�� . . . ��� �� � � ���� ������������ �I� � � .. . . . . . � . . : � � . . � . � . . . . , _ �ZSMR —c � c � } = MG - �Z SMS — > MG „ BOILER ROOM EXPANSION AREA � «� H WS REFER TO SHEET M5. 1 �� : O FOR PIPING DIAGRAM IN �1�I 1 BOILER ROOM . REFER TO SHEET M5. 3 FOR ENLARGED PLAN . x ❑ � , x < I c� � c.�c� � c�n v�i c�i� c�n z ��_ __ a i o _ _ _ _ _ . _ � �o �- �o �t i� i� i� l ` � N . . r7 „ = ❑ � � - 6 SMR GARAGE RAMP � � „ N p SMR 3» > N SMS 3 �- - -c � _ 6 ., �� � ° � 5MR � SMR {�;_ L �-2- S M S � �x- lX- � S M S a� j � � � � a�i 3 „ 3 ' � > o ^ � cn � z � � 3 ' . � � � '� - � � H WR 2�, � - - - - - - - � � HWS - - - - - - - - � i . ' - — — - - HWR 3 - - � - -c� a e . � i �a 3 ,� cr - - - - - - � � . - - - -� - - - v , �—� � r- — — �,.f S M R j..r ---� N WS , - - - - -u -c � — 2` SMS v �� - 2�� � �. � . � . m . . . � . ❑ � ' . . � . . � . . � . . . . p . . � �. . � . � I . ( . � . . . . . � . . . . . � � . . , . � � A1 . � . . � . . . � . . . � � � . � � . � � . � - �.. � � � � � I � i i � ' �� �� •� �� �� � � cn � cn � ' � � � - � � � � M � NI ���I c� ) coI � 2 „ �, � SMS � c � N ' ❑ ❑ ❑ � . � . . � L(') . � . . � � . . . . � . . � . . � . . � . . . . . . . . . . . . . . , . . . . .. . . . . . � � . N � ! N O N � � � � � � � ROUTE PIPING IN VOID I ' - � , oBELOW STAIRS . � � I I v � � � � . I I w =1,xx X� X_ � � l _ ,�., � � � X - - --� SMS �� j 1 �/a,, SMS /SMP, T0 EXISTING �' - - - � ��" EXISTING MANIFOLD #2 , � --� S M R -4i ( � = MANIFOLD #25C � : � I � ` a a I I — I I � , I I , . � I � � o � a� � '-----_ a � � � Date 0112.05 w� I I Drawn By RNH I � v' - � I Reviewed by D7IC -- � � > � � Job No. 7662.02 ' o � � . File o _ i i Sca1e AS SIiOWN ; j � � � � � � EXISITING 6 " SMS /SMR UNDER � � SLIFER PLAZA. �, 01.12.05 � Revisioas � � �-. cn > . 0 � , 0 0 N cD � ' � ' PARKING GARAGE SECOND LEVEL MECHANICAL PLAN sh�t � .� � �o SCALE : 1 / 16" = 1 ' - 0 " � � � 0 � j. . . . � . . , . . . . . . . . . . . . . . . . . . . . . . . � � . � . . . � . z . . a . . . . .. . . . . . . . . , . . . � . . . . . . � . � � . � � . � � . � . . � . � � . . � . . � . . . . . . . . . . � . . . . . . . . . . . . . . . . . .. � . . � . . .. . � . � � � . . . . . . . � � . � � � . . . � . � . �. . � . �� . � � , , °�°- _ :� '�, i � ak o � o � R .o� � � , � _ A:i0C1ATl: � � o . . - � LANNEti i o � ' " • • . . . . . . . . . . . . . LANDaCA � E � . . e . . A ! NI lCTi - � 1 � ! 1 001 � , � � _ � ��i isi � �iu ri� ' � � � � ���� �+c. ��� , 00 : , `,7`�"' ��i� � � 4 �e�, .i. Kp � %����ol 16 18 19 � _ , � . �-� � � � . ;t, m . a ° ' 3521 � a ` � -c, : ° _ ,- - : 9 : o � ; REFER TO DRAWING 2 SHEET M5.0 FOR PIPING. IN THIS AREA '%, �'F'•.� � �U� .� `��'''� � 1 `� BOILER FLUES UP THROUGH SHAFf. � � � �' 4 � �� �,� ��'` �,, CONTRACTOR TO COORDINATE EXACT � � A �.,s c�'�, ••. . . . • • ' C`���,,` .t�, LOCATION WITH STRUCTURAL ii�� O E . r �9\ �� ' ENGINEER REFERENCE BOILER FLUE B �IiUDIN �� ��n�nN1A1�u`��'��`� �.j� �� •�� DIAGRAM, THIS SHEET. GLi1rZE , , CONNECTS TO EXISTING SNOWMELT SUPPLY AND REfURN ` , ' � r Consulting Engineers, Inc. , REMOVE (E) GARAGE EXHAUST LOUVER AND � 6� TRANSITION TO OPENING AS REQUIRED. vaa: (9�0) 9as-sioe coPx�c�T 2002 Denvw: (303�78-� 38?A 7334 OFFSEf (E) PIPING AS REQUIRED TO www.bece.com ACCOMM�DATE FLUES. � 18'� MAX 2" MAX _ (E) EXP-4 (R) GF- 1 � � - j ^ j j __ j j L � I � 16 x 60 XH � „ MG MG � � ( � I I � 16x60 _. ---------- i i � � � i I i � i I i L 1 i i i j i � � � j � l � ' I i � � � � f � � � � � (E} B- 3 I � � I � I � I (E� B - 4a � (E) g 4 I I (E) B-4c � I B 4d I I I I �, I N � � N I i � _ -�- � i i _ B�-4e i �. I I N I �� � � � � i � � HE-2 � I � � � � � I ' � � � � � � s i � � � „ i � � „ � � � � ,. � � � � „� „� I I �,� � I � 1 " + � j � � � _ �, Y n r-ir—i � 3 - - - - - - - - �- - - - - — 3 - - - - - J (E) P- 11 �— ,�� I � I - - - - - - - - -��. - - - - - - - - -1 �� � �� ��(� - - - - - - - - (� � L----- - ------ --� - --3---=--� i �----- ------- -r ------ ----- � .. SMS ., SMS � Q " AS— �E) P-3 � Q I � SMS ► � I � � SMR '� SMR �. � (Ej P- 11 � �' I SMR — j � � 1 '� � � e 11�1v'�1 v LI_l.-�._vJ �Q� i i � i 3� P- 12c E) P- 6 � "�. '`' �E) �� (E} EXP- 3 c� _ � I (E} RS-7 � + � � � I � � � � � . . E} P-7 0 O (E P- 12a E) P - 12b � �E) P -4 (E} CM -2 I BOILER RO � M EXTENSION j � I I (E} EXP-7 (E) EXP- 7 � �O I (E) S�� I I I I � EXP_7 , , N 00 - � � � - C.� . , , � �� c�� CM- , B2 W � ; MG V1 — MG MG � _ . 3,. M � � 8�,_ SMS 8"— SMR FIRE/SMOKE DAMPER � � . RELOCATE (E) CM _2 AND 0 HER ADJACENT • „ NEW PUMP P- 12 COMPONENTS REQUIRED T0 BTAIN 36" WIDE TITUS 23RL (STEEL) EXHAUST LOUVER � HALLWAY. . . NOTES : - 9 0 . ROUTE PIPING TIGHT TO STR CTURE AND AS CLOSE TO WALL AS POSSIBL . 1 . RELOCATE FIRE SPRINKLER HEADS AND PIPING AS REQUIRED T0 ACCOMMODATE NEW AND , RELOCATED EQUIPMENT AND WALLS. BOILER ROOM PLAN M••� SCALE : 1 �4„ _ � ' - 0" , / 0 o . Q c� w . � c� c� % _ BOILER FLUE TERMINATE MINIMUM °�' 7' ABOVE ADJACENT WALKWAYS � _ _ � � � � � � � I I � � , � ._ � o � CUSTOM FLUE ENCLOSURE � II � WITH SHEETMETAL TO � II ( ; � � MATCH EXISTING � L a � 0112.05 a CONCREfE WALL _ Date , Drawn Bq RNH � � � c� � , Reviewed bp D7� � CONCREfE CURB � Job No. 7662.02 � � � � File N � Scale AS SHOWN ', � i � Q � � � �, 01.12.05 °� BO.ILER FLUE DIAGRAM R���o� � �, � NO SCALE > O F— _ O O N cD , � � / � : 5heet � � . � , o � � . � ' �< ° % � Ui a e . . . . . � . . � , � . . r .� _ }-inja..a.. r -vv .. . , w, � � . . . . . . . . . � � - . . . . . . � . . � �. . . . . . � � � . . . . . . . . - . . . . . . . � . � � � � . . � . . � . ... . . . . . . . . . � . . . . . . . . . . . . . . . . � � . . . . . � . � � . . . � . � . � � � . . . � '. � . . . . . . �'f .. : .. . .RR .'.'.d+ . . . .. ;^4aT...v. .. _ . '4✓�l.':l$... �.r.f... 1�SS..v. .l�;:'S.�_iu:.+1+LZII'iw.r'.iSu^S� . � .. e > . . . . . . . . . . . . . . ' . .. . . . . . . . . . . . . . . . . . . . . � . . . � � . . � � . . . . . , . . . Td�1113�...M1t3A^�-.�.A:1C'Ctl(MZ`�3lIIYl . . . . . . . . . . . . . . . . . . . . . . . . . � . . . .. .. . . . � . � . � . . . . . . . . . . . . . . . . . , . . � � � . � � . � � � . . . . � . . .. � . ' . � . . ' . � � - , . � . . . . . . . � � � . . � . . . . . . . . � � ' . . . . . . . . ' , . . . . . . . , nk C CONCRET MAS � NRY E CaNSTRU �TI �JN � .�.,_._...._ .�._.., . ,�_._.__ .�,_.......____.__.�,.� _ , „ : — : Afs IATE� �I � OC THE DESlGN , FABRICATION AND CONSTRUCTION OF REINFURCED - ► t � N ee : N � _ - t � NOSC � rE C � MASONRY SHALL CONFaRM T� ACI 531 BUILDING C �DE RE4UIREMENTS 9 _ ARCNIftCT =- . . - FOR CONCRETE MAS4NRY STRUCTURES . � �, _ � � � . � e� . � � � r 5 - -- � Extend 2 0 21 . „ „ „ . _ . H � LLOW MASONRY SHALL UTiLIZE MEDIUM WEIGHT 8 X 8 X 16 NOMINAL ` � � � ) be ond 0 enin � _ Y P g D UNITS CONFORMING T4 ASTM C90 , TYPE I AND HAVE A 28 DAY COMPRESSIVE ( ( ; a� , > STRENGTH , f m , OF 1 , 50fJ PSI C3N THE NET CROSS SECTIONAL AREA. . � a , I o . _ � � » ,> _ i ' ( _ � M4RTAR SHALL BE TYPE S CONF4RMfNG T0 ASTM C27 (7 . ... _,,� I 1 a� I � ,, � .� � GRQUT SHALL HAVE A MINIMUM COMPRESSION STRENGTH - 2000 PSf $ � � . _ � CMU Wall -�' GONF(3RMING T� ASTM C476 . 4 Vert . I �n � : � ( . _ I � I 1 X „ w , WALLS SHALL BE REf FC1RC D ; I N E HORIZONTALLY AT 16 ON CENTER MAXIMUM o � � ! I I , . WITH 9 GAGE LADDER --TYPE REINFORCEMENT MEETING ASTM A82 . I- ( ' ( � � _ , � ( � � � I HORIZONTAL REINF4RCING SHAL B P , / � L. E LACED AS THE WORK PROGRESSES , I 1 . . _ . . . . . . . � _ AND SHALL BE MADE CONTINUOUS AT ALL CORNE S U ING PR � � ExEStin � . . . .. . . . . . : . . . : . . . : . -� R S EFABRICATED _ , i g . I • • . : . , ...: � . �.: � . �.: � : ..: � . �.: , , , I I . . . . . coRN � _ . . . . . . . . . . . . . . . . . . . . Ex � st � n Rs . � . . . . g � 8 CMU _Exter � or . . � � . . � . . . . I 0 , � . . . ,�. ..: � �.: � � �!!►� � -.: . , I - . .. . . . . . . . . . . . . . . � Exter � or � . . . . . . . . . . . . . : . � Wa I I _ _ Wall Const . , � . . . . . . . . . . . . . . . . . . � _ , • .• .: .. • ..• • .: I PROVIDE 2 4, FULL HElGHT VERTICAL BARS IN 9 (l DEGREE CORNER , � � # �e� ` � Wa { I o . , / _ � F INTERSECTING WAL.LS AND AT THE ENDS OF WALLS TERMINATING AT , � 1 I � l _ EXIS G CO � , ! � � I TII� NSTRUCTlON . C}NLY ONE #4 BAR SHAL.L BE D�WELLED INTO i -- • ,--, . , I � � I ( , v � THE EXISTlNG CO �JCRETE FLOC} R . , I � � a� 1 I I '"� . , I I ! _ � ! � o � Louver � Q en � n . J � I _ p•1 p 9 I a, _ _ . ' I - _.. �. _„ _. .� PR�VIDE N �T LESS THAN 1 5 BAR EACH SlDE 4F WALL aPENiNGS AND 1 � � � # „ _ s u See Mechanica ! � , • � a; _ , � .� : EXTEND 2 -- 0 BEYO �ID THE CORNER OF THE OPENING . : . ( .. .. .. .. .. � � I I �n . . . . . . . . . . . . . . � v� . . . . . . . , . . . Draw � n , . _ s . � . . . � .. . � . , � . . . . . . . . . . . . . : : . . 9 I o � . . . . . I � ►ta X ;. .. :. ;. .. . � ( I . _ / I- . . : . : . . . : . . . : . : . . LAY UP ALL MAS� NRY WALLS WITH ONE- HALF U NING , _ . . :� . . . . . . . .� . . . R N BOND PATfERN , I � w ..., o0 . . . . . . , . . . . . . . 1 I :.. . :�. . .�. : :.. . :•. . . q I , I . . . . . . . . . . . . . T4 M TCH EXISTING MASQNRY CONSTRUCTION . , � • � • : � � • : • : _: • . • .• : � • 1 ( � ' ' . � � / _ �� , � ._. _.._ �., <_ _.._. ...... .._. _ _. ALL H4LLOW UNIT MASONRY SHALL BE REINFORCED AS NQTED ON THE / � ( � . , � � _ a , - DRAWINGS . SOLID � R(7UT ALL CELLS FULL HEIGHT. PROVIDE A MINIMUM Ex � stin To � n and ,, g PP 9 i � I I , OF 1 GRO T B N � U ETWEE MAIN REIIVFORCING AND MASONRY UNITS . � Precast Double Tee � � , I I , . 2nd Level Ra �i m �, _ _ _ _ _ _ � _ 1_ _ _ P ALL VERTICAL BAR� IN MASONRY WALLS SHALL ORfGINATE WITH 3 8 : � � » l Mortar D4WELS (? F SAME SIZE AND SPACING ANGHORED, 1 �IT0 EXISTfNG ,./ . CONCR F . - - - - - - - - - - - - - - - - - - - - - - - - - - 3 ETE I.OQR W 8 Ex . Jt . � P Controf Joint - - - - - - - - - - - - - - - - - - -1 I _ . _ _ _ _ _ _ � _ , . . _ � W _ _ ; Mat l . : _ . w S � licone . . � �� � R T . Ex � stEn Bo � ler Room N OU SHALL BE COI� S � LIDATED BY MECHANICAL VIBRATION DURING ' 9 ew 8 CMU Wall � Sealant Ea . S � de PLACEMENT BEFORE LQSS OF PtASTICiTY IN A MANNER '�� FILL THE . . H Con GROUT SPACE . GROUT POURS SHALL BE RECONSOL( DATED BY struct � on Constr_ uct � on . _ MECHANIC V! RA 4 A� B TI N T0 MINIMIZE VOIDS DUE TO WATER . O S ECTI � � , . , /� � : � N S ECTI O N 2 , . D ET/-1I L 21 . 1 METAL LATH SHALL BE PROVIDED AT BOTTO OF BO �, � » M ND BEAMS OR AT �y _ _ C i� � �� � — ,_. Q ; ,: � „ B4TTOM 4F CELLS FILLED WlTH GROUT F4R BOLTS T0 PREVENT GROUT Scale 3 4 1 0 S � _ _ . _ E / ale 1 1 2 1 0 _ _ / Scaie � 1 2 1 �� ; � � FRaM BEING POURED TOO DEEP ! N WALL. LATN S HAL L B E B R 4K E�1 OR ,,�r W : CU OVE C S T R ELL CONTAINING VERTICAL BARS T0 ALLOW ' GR � UTING I� ' ` L� : DOWN TO B Q 47T M tJF WAL:L. . � _ � � _ E"'� HEPAK GAR S T R ! N EA IDE {? F ALL. WALLS SNA�.L . BE PAINTED TO MA7GH _ : - _ � : THE EXlSTING WALL C S U TI QN TR C Ot� . _ � a _ : _ w , TH E IS lN C E X T G ONCRETE FL� OR ENCLOSED BY THE NEW � MU WALL. ' ' CONS7RUGTION S AL H L BE TREATED T0 MATCH THE ' FLOOR FINISH OF _ - . _ � : THE EXISTING BO L R 0 . i E R OM : � : . : � ' _ M■■1 , - DESIGN DATA _ H , UNfFORM BUILDING C � � DE ( UBC) , 1997 EDITlON � �� . : SEISMIC ZONE 1 w - / Z 0 . 075 �j . . . . � .. . . . . . . . . � - . � . . . � � � . . - . . � � � , �, . ff . . . - . . . � . � � . . . . . �. . . � . . . . . . . . . . . . . . . . . . . . . � . � . . � . � . . . . . . , . . . _ . . . .. , . � . . . . � . � . . . . . . . . . . . . ♦ � � � � )1 � �• � . . . . . . _ . . . . ' . . . . . . . !'�f �� � � . . Anchor � _ 21 . H � lti 1 / 2 � HlT HY150 Anchor H � Iti 5 8 cp Kw � k Bolt 1I � » � . ; • • �t N ERIO . and Hoie i T R PARTITION LOAD . 5 PSF _ (� H � It � � 2 c� HIT HY150 An � hor � w Threaded Rod and 4 1 4 w 4 Min . Embed . or f _ � / / / ,, . : w Threa ded Rod and 4 1 4 � M � n . Embed . or a ` roved e � I a rov d � „ u _ e e ua1 , � �10 SPECIAL iNSPECTiOM ASSUMED Fo � CMU CONSTRUCTION . Pp q PP q 3 _ . - t/� , M � n . Embed . or a ro - ALLOWABLE STRESSE A Install � n Graut � d Cei ) : ved e ua ) S RE REDUCED BY � NE HALF FOR DESIGN . ( ) , Pp q . I � : nsta { i in Grauted Cel ) . T� hten ( ) , g �� , . . . : , . . Existin Double Tee F { an e _ 9 � _ • • . 1 Ex . Jt . anchor to a snu � P g t ght cand � tion . ''� Ex � st � n Concrete To in , . , 9 PP u 9 , �� Mat I . w Sealant Do n4t overt � _ / hten . 9 � _ �i � � .. H=4 � . . a,, � � � �.� � k . ., T ., , ,„, , - - - - - - "_' � . . » . - - - - - - - - - -- = - - - - - - Sil � cone Seala nt each 4 : � -; � � � � H _ _ - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ o Grauted Bond Beam � � - H � It � 5 8 Kw . / cp ik Bolt I[ . ; , � . , �{ . , � [ „ _.,. :, �. : ' ' s � de of Wall Cont. �, » _ . /J ♦ � . . . . � . C . . . . . . . . � 4 .:. .. . . . . . � . . . � . � . � . � ' . � . . . . . .. . . . . . . . . . . \ . . _ . � . . . . . . . . . . . . . . . . . . . . ' . . . . . . . . . . . .. . E _al .� . . . . � . ,. Continuous over 0 en � n w 4 Min . Embed . o -_ _ - - - - - - _ - _ _ - -- _ � 1 16 x ► p � F , / r � _ - - _ _ f 2 � 2 _ _ _ _ _ _ _ _ � �� , �� � l - - - - �- _ _ _ _ _ _ _ _ -�--_. � � � - - - - -� � , . ,�..; � i i � . . ,, : M'"""� a roved e ual � �-�„ L.an Slot . , : ,� P P q g , �, _ _ _ � � _ _ _ _ � k °�.., ,..` ! -1—t , -„, , � . . . . . . . . : .. . . . . . .. . . . . . . . . . . . . . . . • . . � .� � .. . � .. � � . � � � � � � � � - . . . . . '�'J . . . . . . . . . . . . . . . . . . . . � . . . � . � � . . . . - + ' . � � � � . . �� . . . . . . . . . . . � . . . . . . � � � . •A � • . � . . . . . �. . . . . . . . . . . . . . . � �. � . . . . . . . � . . . � . .. . . . . . . . . . � . . . . . , . . � � . . � . . . . . . . . . . . . y ... „,Is i . . . . . ��.. . � . . r . ..� . . � .�, ,. , � � . , , . . ... , , . . � . . . � . . . . . . . . . . . . . • � • � . . . � �rr .. . . - . ' � � . " ' � r�. . . . . . . � . . . . .. � . � � . . . . � � . . . � . . , Y . I . � . . � � . . . . . . . . � y ,-._. 5.*[:'f { y� . . . . . . . . . . . .. . � , » . �� �� . . . . � ♦ � . . � 1 . . �� .. � � . . . . . i . . . . . . � � .. .u�� . . . . � . . . � • ♦ � � • w • • . . � � . . . i; 3L. .., 1 � . . � . . . � . : � < � . / � . . . I � . . . . . . . � . . � - . � . . .. ,: . . , � . . . � . . . . . . . .. . � Q� . . . . . . . . � . . . . . . . . . . . • . • . � , . . - . . . . . . . i�� . . . . . . . �� . . . . . . . . . . . . . . . . . . . . . . . . � V / .. . . . � . . . . . � y . � s . .. . . . , L 8 x 6 x 7 16 . . , . . . a- a� r . . . . . . , _ � c . — � � � � » . X —+—� . � U 1 t . � • : �.�.,.,� m.�„a�,�—_.. . _ . U cu � . • � � x 0 -- 6 La n LLV �. v � � ► oa . 9 � .- : w � _ ...� . � • , � ^ : • . � . . � . . � � _ � ,> �r � ...... , c� . . . . . . � , . . . � � -a _ � _ _ _ . . , . . . w � 1 16 x 2 1 . _ � -c� . . . . � � �2 / . . . �, . . , , , ' ' � � � ., cU "� i > , • , . � . . • . . .. _ 0�l.29.0 . . w W � . . '. � � . . . •, :.. �p`_ .. . . . . .- . . � � . . � . . . . . . . . . . � . � • • � � e � • � p . . ' . . . . . �(.�'• . • . � � —e J .. . . ' . ' � . . � � . � . _ . . _ . � . . , �. . . . . . . . .. . . . . . . � rw . . . . � . � . . ' � � • . . . . . � `. . . � . . . . . . . ilNw .. Slotted Hole in Vertical Le . � ..� �- � 2 5 s , . . : 9 . . . � o � � � � }�y� � � • � � t � , . . . . . . . � � . ., . -� � . . o . . . . . . . . . . . . . . . / Y " w�L . . . . . . . . . . . . . . � � . . { . . . . . . ' . . . - n � . . . . � . . . . . . . . • • � ' . . � . . L�a � . . A . � � i o � � ' . • . . ' 'v . . � d- ;. : ., , . � � � � .. �.. � � , . . , , ' `'� ' • � , � • Revie�wed " � ;. � V'' � � , . w . � � � , . . ' . . 0 � � . . . , . . , . • �.r� C� . . . ., . • , q � Vert � cal Reinfarcin , , . � - - - - - � r,� . . . . . . . g . .� . . . , , � . m e� Job xa 2za19.1 , V _ . _ � � . . , • . . ; . � . � n Grouted Cell . . . . . c� _ . . . . . . . • . . �� . ,. , , • ; � N • �.. Fila detaile.d . , _ _ , , , �C O �� . » s� �� ,:: - 3 3 cn � : �� SCSIO AR 4he�t►n ,� ,� » , � c� _ K . . � � � �L3 1 2 x 3 1 2 � 1 4 . _ _ � f l � � o � . . . . . . . . . . . . . � � . . . . . . . .. . . � . . . � . . . . . . . . . . • . : . .• . . . . . . . . . � . ' . - . . . . . �. . .. . . .. . � . � i . • . . . : � . � . . . . . . � � . . � . . . . . . . . . . . � � � .. Anchor shown at � L � ntle centered � n wa I � , ♦ vert � cal rein � . ! o �, : 6 . , . �'a ci � location . See Plan for anchor thtckness : Extend Lintle � o , , : • . . : , _ » . . , . , . $ m f R��o� . Iocat � ons . If anchor � s not w � thin n � mum be and o en � n , Y , p 9 �, . _ _ eac ;, 8 of a routed celf for vert . re � nf . h end �For bearin . _ , g . , , 9 � �, 8 D E A 2 , . , � T � L rovide a m � n � mum 1 0 rou p 9 ted : 'S E �iT � � � 2i . » � » , • : � _ cell he � ht at each anchor loc ,> > ,, Scale 1 1 -- — g at � on . � 2 1 0 _ � Scale — — Nate . Door and Frame not 1 1 / 2 1 � _ . , shown for clar � t . Y 21 . 1 _ SECTI � �1 R _ �00. . ��,s, shoac _ _ » r » �`, r , .�. H a , . t�� � � . � � � . � . . ' . . . . � . . � . . . . . . . . . . . . . . . . � . . , . . � . � . . . . � � . . . . � . . . . � � . � � . . � � � . . � � � , . .� . . . . . ,� . . . . . � � . . . . � . . . . y . . . . . . . . . . Scale 3 1 Q . _ , : , _ _ . , - rs .;�;:����� ' _ , ; : _ , . -o . !� Q , ,p� 9�1• Z � •. / / ��`;. �t'i . . . � . . . . . . . . . . . . . . .. - . � � . . . . . � . . . . .. . . . . . . � . � � . � � � - � � .� � � . . � . . . . . . . , . . . . . . . .. . . . . . . . . . . . : . . � . . . . . . . . . . . �/ e � � ♦ f, � . . . . . . . . . . . . /�/� ♦ . �if . . . . . .. : . . � � �. . . � . � � . . . . . . . . . � . � . � . . � . � . . . . . . . . � . . . . - . . . . . . . . . . . . � . . . . . . . . . . . � � . . . . . . . . . . . . ' . . . .' . . . . . � . . ' . .. ' � . . . . . � . _ � . . � . ' . � . . . . . . . . ; . . � . . . . . . . . � .. � . . . . `' �" w����°�_`rh� . . � � . . . . . . . . . � . . . . . . . . . . . . . . . . . . � . . . � . . . . . . . . � � . . . � � � . � . . . . . . . . . . . . . . . � . . . . . . . . . . . � . � . � � � �(� . v . . . . '.. . . . . . . . . . . . � .. . . . . � . . . . . . . . . . . . . . . . . . . � _ . . � � . . . . . � . . . . . � . . . . � . . .. . . . � . . � . � . � .. . � . ' . � . . . . . . � . � . . . . . . . ' . . . . � . U/ . ..`�{ . .� : � . . , . . . ��. . : � � � . . . � . . . . . . . . . . . � ONRl.�- � , _ > , : - = ,. _ , t ' _ ; ` _ �. _ _ - 2 C} 19 3rd Level Ram B2 ` s21 .2 e k � ,� , ,� P s2t .2 3rd Level Ramp � _ F S I o e F Similar 27 (} 10 4 P , , � `,. _ .. __.. Ex � st � n ExhQUSt Shaft - - - - - - - - - _ _ _ �- -- -- _ , , > 9 - _ ,�- .� _ _ _, � _ _ _ _ _ _ _ __,_ ' ✓ ♦ _ " '" � ♦ AffQCIAtEf - (" fl . ii _. � � � � _. ^ 18 0 . I - - - -�- - - - - - _ � _ _ - _ _ _ • _ �. _ _ _ _ �► - - � • . . � TT - _ - � n � ftAtiNERi i ` Cont � nue CMU Wail Existin Exter� or Walt - - � � '� g _ _ - � _�- -- _ _ _ _ _ _ _ + ...,m, LANDiCAiE , . . . . . � « ' . n . . . i . . , . , ! . . , ARCNITLCti Gonstruct � on above . � - . � I � � . , � � Field Cut 18 � 0 en � n thru existin 3rd . � _ . _ , �. . . � f : . � R � . � � � � P 9 9 ( er o enin � .� . . , _ , _ � : Louv � _ co � � � : . . � ,� . � Levei Tee flan es AgOVE T . . See Note 6 . p g � I � : � � ; � � c� x 9 � YP � . � � . . � . . • . ( . . , . . . . ,-.. � ,, . . . � . � � ` ., � . , . . _ .._ __._ ._ � �. � - � _ _ ��._. ,, . . � , . Z3 . � �' . � �. � - - - � _. +. _ � __ ,. _._.. _ _ ._ _ _. � � �. _ _. �. _ � ..._. � � � ._... �.. L , "�`''� r ' � � . �T l, _ _ . . • _ . . . . » . -. 1 �l � . : . , : , , Q .,� • : . � � . . � , � , , . � � � � � � � , � , , 5 _ � ,, � � , , , , , , , . . . . . �t- � . : . � . : , , , � � � � � � , � � 1 , , . . v . . � � � � � , , . � � � � � � � � � � � . . . . . . . � . : . . . . . i i � � � i r � i � _ : . . ., qp � . _ — ..._ _ .. � � , � � � � . . . . . . �� .i— i t i i i i � � , . . . . , . . . s-- �,,,� ^ _ . . . , . . _ i i i ., � _ � � i f. -1 � � � � � , , , . i i � i i i i i � � i i : . . �- i i i i i i � i i i i � • : � � . • : • - • : • �+� _ -- _ - - - ii ii i ii i ii � i ii � _ _ - _ - - - _ _ _ . _ _ _ _ _ - _ � _ _ _ . .- . - � . . . . . . � . � . � � ( � � : � . � . . ' . . . . . . . . � . ) � � .. � : � . . . . . � � � . . �` . i . ' � . . � � . , � . ' .. � � V , . . . . . � . . � � . . �T. `. . . . . . . .. � . . . . . . . .� ^ ^ . . . . . . . . . . . . . . . . . . . ' . . � � . - � . ' � . . . � � . . � � . � . ( . . . . �� � � � � . . . . . . . . . � . . . . . . , . . . . . . . . . . . . . _ . . � . � . � � . � . 1 1 I " I I , y ( t I I Q 1 1 � ! 1 � . . . • i i 1 1 I _ 1 I • • . _ • r I i � � � t 4 I � � . . — . . : . , � I , , I � � � , _ ' xistin Exha st -,� . . . . 2 5 Cont . T . . . . � . . � c� � �- �- �—,- � � E 9 � � . I � � � Cant . Bond Beam . � � ) YP , . . .'1 f . . . .. ' . . ' : . .. . I � I . : . � � . . .. . . .. � � . . . ' . . . . . . . . w �. � � . . . . . . . . . . . . . . . . . * • . . . . . . � . � , , � � . . . . . . : . , . : . . . . . '. � � �. . . . ' - . � . . � . � . . I I � � � � � � � � � � � _ � ► � � � � , + � .2 , c� � . . Cont . Bond Beam` � � �- � � � � � , , Louver . ee c� . . . . . Each Bond Beam , , , , , , , , , � � � � � x See Note 3 � - . : � � . : � � , , , , , � � _ � i i � � � � � � � � � , , � � � . � � , � � � � Mechan � caf Draw � s C ..►� w . . . . . . . . . . . , , , , , � , , , . . g � � , � � � f � � . � � � � � � � , , _ -� . . . . . � � � � � � � � � � E � � � � , � � � . . . . . . . � _ ._. - .._l � � cv . _ : . . , . ` �-- � , , . . . . . . , _ � � ► , , � � � � � � N � � � � .� . � . � : � � � � � � � . . i � , � i ► r i r � . . . . . . � � � � a� � � t � � .-�. . i i � � r E � . U . . ,.� . � i i i i i i i • t -� _ : . � . . , . . . i i i i i i � i i i i U � i i i -}- � . . . Ex � st � n . . r� � . . . . . . . . g , , , , , ,,� � � i i r i t i r i i L7 � i L3 Exist � n � L m � ts of Ex � st � n CMU _ -- Q 9 i � � � � � s � � � � � � 2 5 Cont . T . � . : - � . : _ . . . . . . . ; _ � � � 9 a. � C ) C YP � � -- Column I � � � -- � � , , , : � � . . . . . , . . . , . . , � � � � � � , , � � � � t� O . . a.� p . , p !�1 Column -c� WaII To be Removed � � �n � � � . . . . . .�.� , i 1 i i � i , � i � i i r . . . . r-. . � . : . � . : •-• ( 521 .1 0 , : . . . . . i f _ i i i � � i i i i � i ( i � � � I a� Q � S � � � � . i �, _ � � F .� .. � I ` : � � � : � s.- --f- I � . . , , � ; . -�- 1 i i i ► i i i i i i i f i � r i � � � _ � i i i � ,,.�, , , , •...� i i � B . . , . . . , . � . . . � � . . i � � � i � � i E i i 4 i ! � � i i � U� � � . . � � � � U7 � » ' . ., � n .. � I t : . . . � , . , . . , � t i � I ' ! t � L.. _. . . . (fa ,� I I 1 I � 1 1 1 i i t 1 f l f t t i � , 4 Cont . @ 3 4 O, C . cfl 4 Cant . C� 3 4 � . C . � � � � � � � _ � � � � � �, „ „ � � � � � � � � � . w �*-- � � � . . . . . . c� v � � � � . . . . . . c° � v- . . — . _ . . , . . . , . . i � i � E i r i � i � i � i ► . _ �. . . tu . . . I � � � L8 x 6 x 7 16 x w Vert . ` Reinf . in Grouted . . . a� I c.� Vert . Reinf . in Grauted . . . . c� Ex � st ► n CMU WCill i i i � i � i i i � ,� � i i � i � � � i � . . ., , � .9 . ° °' • � � . � � � � -- � � � � � � � � � . . . : . . , . � ( � � � � � 4 6 Lon LLV Anchor . m > Cells La with 4 . . �-,- o � e Is La w th 4 � , . : � : . : Q To Rema � n � n Place � � � � � � � � g � � � � cy � r r ► � � P � : I � P � � � ` � � ' . • ^ r^ `"S ' � � ' � r ( t I J I 1 I I f I I I 1 I I ! i � � I � at To of Wall T . Dowels . . . . . . . . ,.-, cu Qowels v � � i i i P � YP t i i i i r i � i � } . . � � . . . . . . � � � � � � � . . . . . . i i i � — • � . • • • a, Z : . , . . . , z , � � � � � � � � t � � l , t � � � . . G7 , . 6 Loc:at � ons Totai �, , . , , . _ � . . . . . . � I I 1 I 1 ` . t I I I i l � f J . . „ � i ! 1 t I I I 1 I . _ : . _ : . . .. _E"' : . , : . , ,, ., t I i i i I I I I I � � , � I I ! I Lf_ . • . � � � ! 1 t l � � � � � �.,,i d" L� L • ' • � I 1 1 I 1 i I l 1 t i ( 1 ! I 1 I 1 • ; • : • ; . ' U • , . . • . . : _ I I 1 I _. i 1 1 i I ! 1 , , � O . . . . �� ,. I I t i i { t t I � . , . . ,, , . . . � � I i I I �,/ I I I f t 1 i i 1 l � • � . • ��' •� i � � i i i 4 � � � � � T ► � � � � � � � � � . , , � � � . . . . . : : r� � M /'� _ l r � _ � — �' � , » : : . . � � . p : a tr ' . . • . . � — — —1 —i- -- --1 -4�F -- _ � I _ • � . . 4 x 2 1 Daweis C 4 x 2 1 Dowels � � � I �t t » . > >a . _. .� _ _ _. C � • � • ' . . . • . . . • . . . — — _.._. � � , . , . . . . . , , , . , , .. � I i �Tl I I { f 1 ! 1 ( -- . . O -- � � � � � C� 3 4 O . C . Dr� l ! and c� C� 3 4 Q . C . Drill and � i � .---. � i , i i � i . . . . . , ii it � i ii . � i � � � ' � � � " • � 43 ` ' ' o , , , - �✓✓ , , , , .. � , � , � � � , , . . . . . . � � . Ram at Doorwa � E ox Anchor � nto floor . . . , . . , cu E ox Anchor inta floar �+ . ,,. , P , Y ► �- � � � � � P Y � � m P y � : � � � : � 1 1 I I .. t I � . . . _ 0o a, New CMU :Wail . . . : � � . : -a . . . . . , . . . , . � � � � � � � � � � � � � � � � � . . _ See Note 5 construction Use Hilti � . . construction . Use Hilt � � . � . � � � � � � � � � � , , , , , i- , , � � � � � � � � � � ; � ,_,, . . , ` � c� . . . _ , � _ � , � r � � � � � � � , . . . . . . �i � � � � � HSE 2421 Adhes � ve . . . . � . . HSE 2421 Adhesive � � � � � � � � � � � � � � � . � � � . . . � � . . � . . i i i i � i . . ; . _,_.� � . . : . , rT� 1 _ p tn • M�"� anchor s stem or . . . . . anchor s stem or . . . . , Y . . . Y . . . - m . . . . . c� . . . . . _ .....� . . . : . . . a a roved e ual . a roved e ual . PP G . . . w Pp q . . . . � ,� � . � . . . . . S2i .2 . . . . h� . — 521 .1 . . . . . . . . . � o . , . . ��.., . . � _ E � . � � A . . . . _ 2nd Leve1 Ram . . . . , . . , . . . p . . 2nd Level Ram . . � �, , » , �, p . � _ . . . . . . : . . SIa � _ r . . . . . . P 4 8 6 4 26 _4 . . . . +N . . , � , . . . . _ _ _ . . - - - - - - - - - - _ - - _ �. _ _ _ _ _ -. _ _ -- _ _ - - - -� - -- - - - -- " - -� -- _ -- - -- -- _ �� � » _ , , - - ,.,. _ ... _ - - -- 4 . E ual S aces Anchor Locat � ons at T� ... - - - - - _ _ _ _ _ _ _ ,_ _ _ _ _ _ ... ... .:. �. _ _ ._ _ _ _ _ _ :- _ _ _ _ _ � ' 1 0 ( Max . ) q P P �i � • .�-. � . ,.._, . . � � of Wall See Note 1 N N � � � v � v � � �� : �., � ^-- � • - . . . .------ �. -� -n �"'� Exfst � n ' Borfer Room 37 4 �- � � � 9 `..- �.- �i . . . � � � Bo � ler Room Extens � on �t- �.►� �- w Construction ,a . � : . 8 Nomina ! � � 0 en � n -For Exhaust Lauver , � ) P 9 „ . _ at bottom o f Wall . See 8 Nom � nal �..� : � 2nd LEVEL B � iLE R ROOM PLAN . . � Mechan � ca ! Draw � n s . ,� � f� g Scale 1 4 _ - 1 — 4 _ _ � ; � . SECTlON SE �TIUN �, ., 521 .1 - � N f ?) ff 1 ! J1 _ _ A _ B �■1 ' Seale 3 4 -- 1 — � ' ' Scale 3 _ _ 19 20 f f 4 1 Q � . H � � R � » /( � np� EG _ 1 j, _... � '� . � . . . . . . . . . . . . . . : . � . . � . � � . . . . � . . 1 O . 1 � . . � . . . , � . . . . � . � . . � . � � . � . .. . � . � . . � . . . . . . . . . . . . . . . .. . � . . . . . a`` � �wr � �. . . . . � . . . . . z � o o� , �� . . . _ , . . C-+ � . � , . . . � . . �. � � .. . . . . . , . . . . . . . . . - . . . . � �. . . . . . � . . . . . � : � , � . . . . . . � . .. � . . �. . . . . . � . . �:..� , . . : : . . . . . . . . . . . . _ . . . . � . . � � . . � . � �.. . . � . � . . . . .. . . . . . . . . . . . . . . . . . � � J . . , �. . . .... � . . . . . � . . . . . . . . . . . . .. _ _ Ex � st � n F� re v g . . . �. ' •t . . s2t . �i ` S rin ler 30[Iq4 . t � Precast . Doubie k Pi e . _ Exis ng p Cut CMU B { ocks around P P -� : . l , . . � . . . . . . � . . . . . . . . . . . . . . . . • � • � �{ . � . � . � . - � .. . . . . . . . � � . � � � � . . . . � . . . . . . � . . . . _ . . . . . . . . . . � . . � . . . .. � � . 4 • . . . . . . . �. . . . . � � . . . . . . . . . . . . . . . . . . . � . . � . . . . . . . . . . . . . . � . . ' � . . . . . . . . . . � ► . . . . � . . . . . . . I to Remarn T . ., a.�: w' Tees w � th To in ble ` Tee Stems � Yp ) o . �` � . � Pp 9 Ex � st � n Dou g ,� ., 1 ,. w a . � 41 ft/ft Slope F •. ,. . .- .� 3rd Level Ram T . See Nate 2 _ _ .� _ _ _ _ _ SSrorvA+��N� P . . C YP � C } _ _ _ _ _ _ _ _ _ _ _ _ _ . � - - - Notes . Ex � stin CMU Wail - - - - - - - - - - - - - - _ _ _ , 9 _ _ _ _ _ - - - - _ _- - - _ - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ^ _ _ - _ - ► -- _ _ _ _ - - _ � _ _ _ -- _ _ _ - - - - - _ _ - - _ _ _ �. _ _ _ _ _ _ _ _ - - _ � _ _ _ _ _ _ .- _ _ _ - _ , , � �i .� .� � � _ � .� _ _ _ _ -- - _ _ � _ - - - -- - - - - - - _ _ _ - - � : , � , . . _ _ _ - - - - � � _ - - - ' � - - - - - - - - - - - - - - - - - � - - - , 1 . Provide anchors at to of wall as shown . Anchors shall be � nstal { ed in routed cells . - - - _ _ _ .� _ - - - - , , � _ , : , ,o , p 9 '4y _ � - ^ = �_ - � , � �, • " • • ` • . -, - � Locations of anchors ma be ad usted 8 to coincide w �th routed cells : containin p"""� , _ , , c.� . , . Y � g g �i ., . ., ., . ., ., ., . ., ., . ., L _. . . . . . . . . .. . , . , . . . . , . . . � vertECal re � nforc . , . . . . ... .. . . . . . . . . . : .. . . � n . • . . . • � . •' • . . • • . . • • . • • , • • . . •. • � � . . . . . . . . . � �, • . ► • � • . � • r • . r • ► • ► � ► • . ► • � • . ► • • � . • ► • . ► • r • . ► • � • . ► • • • . ► . -i� I .., .. .., .. .., .. ; j., , ., .., , .. .., .., .. .., .. .., .. .., .. I . • • � . . . . � . . . . . . . � . . . � ' , ' L �•. � � ' �. � � � �� � � � �. i � •. w� � �. i � �. i � •• i � • i �•. �� � • i � �. �� � ,. � � �. i ��. �� � •. � � �. i � �. i ��. �� ' �. �� � � � � . . . . . . . . . . . . � . . . . . . . . . � . . . . . ' . � . � � . . . • ♦ • • . �. ♦ . . � . .. . � . . . � . � . . . � . . � � '�,. . � � . . . � . . . . . . . . . � _ � . . . . . . . . , . � � . . ► • . ► ' • ' . ► � . . . . . � . . . .. . . . ' . . . (� {. � � ♦ � . » � � • � . . . . . . . . . . . � � . � . . ' . . . . . . . .. . . ♦ • , ► • • • a a . ► • ♦ . • ► . • ♦ . • ► • ► ► . • ► .� • .. • .. • r � .. � .. .. ► .. .. .. . .. � � . �"\ . V t .. ... .. ... , .. . ... . .. . . 2 u CMU to clear rec s _ , , ... , .. , .. , ... . �. .. . . . . . . . �. • . . . . , . . , . . . . . . , . . . . , . . ;, , P ast Double Tee . Provide 1 clearance on al ( sides af stems . � , .� . :�• . � . . . . . . • r. • . � . . . • • . • . • a • • • • . ' . . •.• • . • •. • ". . . . . . '. . � • . . . . . . . . . . . . �. . . . . . �. . . . . . . . . . . : . . . . �. . �. . �. . �. . . . . . � � � ` ' , . . . � , . . . . ... . .. . ..: . .. . ... . .. �..., and beneath flan es . I Jo � si t : . < . � •, � . • . : � . : • . :• � . : • . :� � ca g F� ! nt with Expan on Join Material and provide � � licone - A rox . Bond Beam � , •: � . . . . . . . . PP _ se cfl alan � each side of wall . � ? ,, . _ � -- _ Locat � on T . � 2 0 La Bond Beam at � YP � � o p � � _ . . . . � �f o � . . � s2� .2 0 3 . At Grid �� ne 19 be b t -- I .�-, Min : Each Ste Locatlon , gin o tom of bond beam be { ow Precast Doub ( e Tee Stems 6 8 � » » . �G` �-' , . . . , � , 8 H Steel � � , � - 72 W x 4 M c.� abave ex � st � n f � n � shed floor . Ste band beam at Doorwa and as re ui �. Q g p y q red to foilow � � . . . . . � ,, . , , _ �- Doo r a n d Fra m e . -x oa�9.as slope af Ramp wh � le maintainin 1 - 4 maximum dimens � on between bottam of bond na� � � I ..� c.� U , 9 - See Note 4 � v� : ( ) o _ beam and underside of Double Tee Stems . : _ r. � n��► ay nws i o m - � Levei a � � . , , R�e�a �► .� � z 4 , Provide door t Sio e , firame and door hardware to match existin doorwa assembl and zzoi9a� Threshold 0 . � 41 ft/fi p , 9 Y Y xo� xa 2nd Level Ram I construct � an . /� �� _ _ _ -- _ _ _ _ - - - G�2�v�- uoiicm.a�► _ _ _ _ _ _ - - - - - — _ _ _ =� ,- _ _ ! �" Fila _ _ _ _ _ _ _ _ _ —�_� _ ' _ ; — - - _ _ - - - - =, � — i _ _ _ - - _ _ � _ _ �' - - - - - - - — _ _ -- _ ' _ -- � �' w � + _ _ _ _ _ _ _ _ .�t _ _ _ _ _ _ _ _ — _ _ _ _ _ _ -� i � t _ t _ - - - - - - - - - -� � � � � � ._ ,� _ _ ... ^ — ^ _ _ _ — _ _ _ - _ � r 1 ( t l I � . � � S � � � f � , , n ruct ram ed areas on e � ther side of door entr c� s shown . Door � hreshofd shai ! �i° �a R"°`�"' _ _ _ -- - _ - _ - - - - - wR_ _ _ � _ - _ _ � ,- , j , � p _ _ _ _ - � _ _ , ► � , ► � ' � • ?� y . � - - - - -- - - ^ � =_ "" `" T — _ _ _ - - -{ i � � 1 f � - - - - - � � � , � � ' � be levef for th � ckness of ' GMU wall 8 . Slo e al ! surfaces to dra � n 1 ; 1 � - - -, � � , , , � , , , � , � , � � ) p � max , ) . . . . . . . . � . ' f . . . . . . . � � � � . . . . . . . - . . � . . ' . . . . � � . . . . . .. ' . . .� . � �. .. � � . � . . ` . . ' . . . . � � . . . . . • ♦ f . . � . . . . . . . . . � . . . . ,�. � , , � � , � � � , ► � , � _ and to rovide smoofih transit � on throu h doorwa . Use rout concrete w - _ � � � � ► , � � � , t � p � , , , 9 Y 9 l � th 28 day � { � � � 1 � � t � — 1 � � � � � ! � - com ressive stren th of 3QOQ si minimum . P 9 p ' , , � , ' ► ! - , ��ion� : � , , - a , _ j , . _ _ � . . . . . Ex � st � n Precast Double � �, g C . F� eld cut o enin s far Boiler exhaust ducts throu h ex � stin 3rd LEVEL RAMP ` Double 6 -- 4 . . � p , J , , J 9 , Tees with Topp ng . � Tee flan e , Dimens � ons shown far o enin locations are a rox � mate and s Rough CMU , 9 P 9 , Pp hall be � » > ,� ad usted as c ' ' � ne essary to clear Tee stems . Pr� or to cutt � n the o en � n s , remove — ockout C� 26 -- 4 , , , 9 P 9 4 8 BI ta in cancrete down fio to of Tee flan e at the oint between Tee flan es . pp 9 p g � g Check wa . . . . . . , Door y , „ ' for confil ► ct between an steel weldment connection in the ee fla es — , . . y T ng , pnd proposed _ 37 4 - • . . Exist � ng Boiler Room _ o enin ( imits . If steel connection between Tee flan es is encountered move o e s shoo�r _ . , P g , , 9 , , } , , p . n � n9 . . Boiler Room Extension to the South to clear the co c io i t e e es Construct � on nne t n n h Te flang . MaFnta � n p m � nimum d � stanee , > » . . . . � of 2 -- 4 ce r -- -- nte l � ne to centerl � ne of o enin s . Do not alter or remove ex � st � n steel flan e co ec . P 9 , g SOUTH EL EVATION g nn � � o ►� . » , ,� _ �. • Scale 1 .� 3 p ----- ----- -- - � _ � f �� � � ,�- ` R � �, �, �--x � . . . . . . . . � . . � . . . . . . . . � � � � . . . . . . . . . . . . . . . . . . . � . . . . . . . . . . . � � � . . . . . . .. � �j y �'d , C"'; . � k � ,, � ; - � � � , �' � � � � ; . � ,� ; ASSOCIATES ' �r� 4c� ��. , � � ILANNlRi i ��z � �;, � � LANO � CA � E �,�3 ffi � GENERAL NOTES ARCNITECTi , _ � 1 � . 1l �. Ii1 � � 1 . ) Steel : C � DES AND STANDARDS All Structural Steel shali conform to ASTM A36 except Hollow Structural Sections ( HSS ) shall conform ASD . Internatio:nal Building Code IBC } 2003 . . � � � to ASTM A500 ; Grade B . Structural Steel shall be detailed and fabncated in accordance with the 9th AISC , 9th Edition , Manual of Steel Construction , ASD - Edition of AISC Manual of Steel Construction 8c Code of Standard Practice . All Welders shall have ' . , , , , ACI , 318 - � 2 / 318R - 02 Building Code Requirements for Structural Concrete and Commentary evidence of passing the AWS Standard Qualification Tests . . 2 . ) Notching or cutting of any structural member is prohibited unless specifically detailed on the Structural DESIGN LOADS Drawings . Roof Dead Load = 88 psf 3 . ) The Contractor shall provide Shop Drawing for approvdl by owner ' s representative prior to constru � tion . Roof Snow Load : . . Ground Snow Load � P9 ) = 128 psf . . . . � 4 . ) F � n � sh and color of Chase and Flue Cap shall match ex � st � ng flue vents at Park � ng Structure The Snow Load Importance Factor ( I S ) = 0 . 8 for Bu � lding Classification Category 1 contractor shall field verify with owner ' s representative prior to construction . Snow Exposure Factor ( Ce ) = 0 . 9 � : Thermal Factor � � t � = 1 . 0 5 . ) The Contractor shall assume full responsibility for any damage caused to the existing ad jacent , building and shall repair any damaged area to its original condition , as directed by the Engineer Wind Load Design Data : , and at the Contractor s expense . Basic Wind Speed ( 3 - second gust ) = 9 � mph : Wind Jmportance Factor � � w) = 0 . 87 for Building Classification Ca tegory I 6 . } T he in forma tion s hown on t hese p lans concerning t he type an d loca tion o f u ti li ties , is no t Win d Exposure Ca tegory B guaranteed to be accurate or all � nclusive . The Contractor is responsible for mak � ng his own t� . determination as to the type and location of utilities as may be necessary to avoid damage Seismic Data : - - thereto . Seismic Importance Factor ( IE ) = 1 . � for Building Classification Category I . . . Seismic Use Group 1 : 7 . ) Sect � ons and Details are des � gnated on Structural Drawings , thus : Mapped Spectral Response Accelerations � , S S = � . 35g : S � = 0 . 48g W ' ._ Site Class D � _ Spectral Response Coefficients � , S ps = 0 . 355g � ; : S D 1 = 4 . 128g Seismic Design Cptegory C : � . . . . . � N Bas � c Seismic - Force — Resisting System : t� 1 . Moment Resisting Frame Systems � W Response Modification Factors ( R ) = 4 1 / 2 Q � " , � .:, � Simplified Analysis Procedure for Design of Seismic Buildings � � ' .� � . � a � � ' � � 0 � �� , �� , � � � . � . . � . � . . � � � � . � . . � . . . . . . . . � . � . . � . � � . . . . . . . . . . . . . . . . � . . . . . IA �� . � . � � � . � � � � . . . � . . . . � . � � . . . . . � . . . � � . � . . � . � . . . . . . . . . . . . . � � � . . � . � . . . . . � . . s� �'rs'`3�'���� � . . . . . . . . � . . . . . . . . . . . . . . � . mmwu � �w ;=� � � , . � � Date 0812.05 � �. � ��� � � APPRC�VE[3 n�� sr nws �, �} :� � DC�B � � � ... � ' Community Development Department Raviewed bp � �TM � � • Buil ing Safety and Inspection Service� 22019.11 " �� � '� 7�i� ��� � �..�, Job No. `��t . . . � .� . .. . . � � � . . . . . . . . � . . . . . � � � � � . . . � . . . � � . . . � . � � . � � � � . �p.Cik�it , ,� �� � . � � . . � � . . . � . . . � . . . . � � � . � � Y�� � . - Fila notes.dga � . in� . � �za�W! F3s�ilding Code/tn4ernatian�l Residential ���'�'''�� Cod� 9�:C, �.,.°,t ; ' �. �;�et. 'j'i�V issuance or granting of a pennit shall Sc:ale N'� ' not be can:�rG; � ta bv � p4rs��it for, or an approvaf af, any violation ot any of th� pr�:,visions af t€�ru c�de or of any other ordinance of thQ jurisdiction. 6�ermi,s pra�u��;;;^� fa give autharity to violate or cancel ttt� � ; , pravisions cf this code cr cth�r crd�nances af the jurisdictian shall not ba � . � - vatid. The issuanca of a p�rrr,:t based on construction �ocuments and otherdata shail not p t�s� buildin ' ial from requiring the Revisions conectian of error � the nst tio docu ents and other data. Th8 � � building afficial i al4o uu � ' riz t reve occupancy or use of � structure wher i� violati of s e or of any other ordin ces of � #his jurisdiction � ! � ALANS EXAMI ,V ,.� �—.,�,..,. DATE• � � � p0 EG� Q�.�: . c�' -�. , e � %? , , ��' � Phase 2 Shcet Number "� � � . ° ����� t , e a -�.�,a��, g������ � SS/pNRI.E��� ;. � � � . � . . .. � , . . . . . . � � �. . � . � � � � � . . � � . � . .� . � � . . � . � � . � � � � � � � . .. � . � . . . . . . . . . . . . . . . . �. . : . . . , � � . � . � . � . � � . � . � � . . � . . � � . . . . � . . . . . . . . . . . . . . . : . . . . . � . . . . . . . . . . . . � . . . . . � . . . . . . . . � � . . . � . . � . . . . . . . . . . . � . . � � � � � � � � � . . . � . � . � . : � � . . . . . . . . � � � � � � � � . . � . � . � . � . . � . . . . . � . . . � � �� , � � . � � . . . . . . . . . . . . � . . . .. . . .. . . . . � . . . . . . . . . . : . � � . � . .. � � . � � . . . � . � . . � . . � ✓'`. � . . . . . . . . . . . . � � . . . . � . . �. � . � . � . � . � � � � . . . . . . . . . . . . .. . _ � � . . . � � � . . . . . � . . � . � .. . ' . � . -. �' nk � A550CIAiES PLANNERS 6 LANDSCAPE ' ARCHITECTS ° 308 . B28 . U009 � FLU E CAP TYP . , RE : ENLARGEMENT/S21 . 5 CONTRACT� R SHALL MODIFY EXISTING GUARDRAIL AS DIRECTED BY OWNER ' S REPRESENTATIVE TO FIT FLUE CAPS . GONTRACTOR SHALL PROVIDE SHOP DRAWING - � FQR APPROVAL BY OWNERS REP . : NOTES : PRIOR TO CONSTRUCTION . CONTRACTOR - -- -- ------------ --- - — — -- - - — 1 . DRAWINGS ARE BASED UP4N FIELD SHALL PAINT RAILINGS AFFECTED BY � MEASUREMENTS AND INSPECTION AND ARE INTENDED ADJUSTMENT TO MATCH EXISTING . TO APPROXIMATE THE DIMENSIONS ' AND CONSTRUCTION OF THE FLUE CAPS . �� CONTRACTOR SHALL F( ELD VERIFY ALL COMPONENTS EXISTING CONCRETE STRUCTURE WALL TO MAT� H EXISTING : FLUE CAPS . CONTRACTOR SHALL PROVIDE SHOP DRAWING FOR APPRQVAL BY ; OWNER ' S REPRESENTATIVE PRIOR TO C� NSTRUGTION . ' 2 . CONTRACTOR SHALL PROVIDE ALL MATER (ALS , HARDWARE, AND ACCESSORIES FOR COMPLETE INSTALfATION OF BQILER FLUE CAP TO MATCH W EXISTiNG . � 3 . CONTRACTOR SHALL REFERENCE S21 . 3 AND � S21 . 6 FOR ADDITIONAL INFORMATION . _ � � P LAN � � 1 N � � Q � ' � � . � � `G 9 , _ Q „� M■�■� , E� ALIGN TO FLUE �i . PENETRATIONS : /� � � 1-� �, . — FLU E CAP TYP . � 0 `� RE : ENLARGEMENT/S21 . 5 � CONTRACTOR SHALL MODIFY EXISTING GUARDRAIL AS DIRECTED BY ACCESS PANEL AT FLUE CAP OWNER ' S REPRESENTATIVE TO FIT FLUE CAPS . FLUE CAP TYP . OPPOSITE ( NORTH ) SIDE CONTRACTOR SHALL PROVIDE SHOP DRAWING �� RE : ENLARGEMENT/ S21 . 5 FQR APPROVAL BY OWNERS REP . EXISTING STRUCTURE WALL ACCESS PANEL AT FLUE CAP PRIOR TO CONSTRUCTION . CONTRACTOR _ .a - -- -- � r - - - � S HALL PAI NT RAI LI N GS AFFE�TED BY TO MATCH EXISTING Q � � � � � ADJUSTMENT TO MATCH EXISTING . � . . EXISTING STRUCTURE WALL . . . . . . . . . . d . . . . . . . . . . � . . . . . . . . .. , . PARKING DECK FLUE �AP TO BE ANCHORED TO TOP � _ _ _ i � _ _ � EXiSTING CONCRETE STRUCTURE WALL . O F WALL . o . . � � FINISHED GRADE . . . . � . . . . . . e a ' �. . � � . . . . . . . � . . � .. . . . . . . . . . . . . . . . . � . � . . . . � � � � . � � . . . . . .� � �� � . . d. . � . . . . . .. . . . . . . . . . . . . . . . � . � . . . . � . . . .. � .. . � . . . . . � � � � . . � a STEEL METAL FLUE CHASE TYP . . � FLUE CHASE � _ I RE : STRUCTURAL DETAILS , S21 . 6 a - � a .. a RE : STRUCTURAL DETAILS , S21 . 6 . . . . . . a . . . . . . . . . . . . . . . � . . . . . c � ' .- . � . � .a . . . . . . . . . . . . . . . . . . . ACCESS PANEL . � ACCESS PANEL . : � RE : STRUCTURAL DETAILS , S21 . 6 RE: STRUCTURAL DETAILS - — S21 . 6 . a a : �� a9.�.os ° -- FLASHING AT BASE OF �� � 4. . � . FLUE CHASE TYP . Reviewed by sxL , C4NTRACTOR SHALL UTILIZE 22oi9.ii d _�_ - _. _ �-- — — � CORROSION RESISTANT MATERIALS . Job xo. °. e; AND SEAL ALL JOINTS WITH File -° . . . � . . � _ . . . � . ' a � 4 . . � � ' . . � � . . . � � . � . . . � . . . . � . � . � WATERPROOFWG CAULKING SEALANT. as sxowx Scala SOUTH a ° .. CONTRACTOR SHALL PROVIDE SAMPLE : . � FLUE PENETRATION , � ' FIELD VERIFY LOGATION WITH OWNER , S FOR APPROVAL BY OWNER S REPRESENTATIVE REPRESENTATIVE PRIOR PRIC} R T0 C4NSTRUCTION . W 4 , _ 5 „ � T0 CONSTRUCTION EXISTING STRUCTURE DECK evialons SECTION EXISTING STRUCTURE DECK ELEVATION �: ;. � �.�s'� � �� a. .� . � . � . . . . . . . � � . �. . . � � � � � . . � . . � � . � . � � . . � � . . . . � . . . . . Ps° . � w y' . . . . ' . � . . . . . . � � . . � � . . . � � � . � ' � . � 4� p . . . . . . �� � r ' ; Phae� 2 Sheat Number 1 BOILER FLUE a ��`�� # f . . . . . . . . �����< . /� / �� � :r . . . S21 .4 SECTION/ELEVATI4N/PLAN 1 /4"= 1 '-0° �/ /_ �( ` . . � . . . � � . � . . . � � . . . � � . . . . � . . � . � . . . . . � . � . . � � � ' i'/� � " / �+ (� �� e J� . . . . a ' �. . . . . . . . . � . . . . . . . � . . . . . . � '+�� , �+ . . �`�nS1^ 'o :�.�N�1�' . �NAL � �_ _ _ _:_ . � Y �� ; i nk � ASSOCIATES PLANNERS b LANDSCAPE , ARCHITECTS ". 969 . 628 . 0008 ' � � " ! � � ♦ �NOTES . 1 . DRAWINGS ARE BASED UPON FIELD MEASUREMENTS AND INSPECTION AND ARE INTENDED , . T0 APPROXIMATE THE DIMENSIONS AND CONSTRUCTION OF THE FLUE CAPS . CONTRACTOR SHALL FIELD VERIFY ALL C � MP � NENTS j '�---- VENT PER BOiLER TO MATCH EXISTING FLUE CAPS . CONTRACTOR MANUFACTURER ' S RECOMMENDATIONS t� SHALL PROVIDE SH � P DRAWING FOR APPROVAL BY ' OWNER ' S REPRESENTATIVE PRIOR TO CONSTRUCTION . ONE PIECE STANDING STEEL SEAM ROOF CAP AND FASCIA T� MATCH ; 2 . CONTRACTOR SHALL PROVIDE ALL MATERIALS , EXISTING HARDWARE, AND ACCESSORIES FOR COMPLETE � INSTALLATION OF BOILER FLUE CAP TQ MATCH ' EXISTING . 3 . CONTRACTOR SHALL REFERENCE S21 . 3 AND �,T.� S21 . 6 FOR ADDITIONAL INFORMATION . � P LAN M"� � / N � Z� � W � ' - 8 " ('� � - TYP . � Q� < F+�1 ..,�-- __ �j � r ,, 1� VENT PER BOILER MANUFACTURER ' S M�--I RECOMMENDATIONS VENT PER BOILER MANUFACTURER ' S ~ RECOt� MENDATIONS TYP . � � STANDING STEEL SEAM � � STANDING STEEL SEAM ROOF CAP AND FASCIA TO MATCH � o- � � ROOF CAP AND FASCIA TO MATCH EXISTING � � EXISTING TYP . � �� ; ; RAIL FOR ROOF MOUNT . BOLT OR SCREW IN PLACE = �- ' � � LO UVER PAN EL 3 " SQ . TUBULAR STEEL RAIL ; . WELD IN PLACE o a a o 0 0 SHEET METAL ACCESS PANEL � � p � CONTRAGTOR SHALL FABRICATE �� AND ATTACH WITH SCREWS 3 „ SQ . TUBULAR STEEL TO MATCH EXISTING . � POSTS AT CORNERS o a CO o� , r,,� � ATTACHMENT SCREW 3 „ SQ . TUBULAR STEEL POST LOCATIONS TYP • BEYOND MIN . OF ( 12 ) SCREW ATTACHMENT a o o � SHEET METAL ACCESS PANEL �� 09.2�.os ANGLE FOR STEEL PANEL CONTRACTOR SHALL FABRICATE Drawn By Revie�ved by BHL ATTACHMENT � p � � � � AND ATTACH WITH SCREWS TO MATCH EXISTING 22oi9.ii 3 " SQ . TUBULAR STEEL RAIL ]ob No. ' WELD IN PLACE File ... � �Q AS SHOWN � 4 , _ � „ TYP . � R�visions , SECTION EAST,�'WESTr/SOUTH ELEVATION NORTH ELEVATION �. #������.ry;:� �'�<`��'� ` �� ` . . . . . . . . �6� y } n1MA . . . . . . � . . . � � . . . . . . . . . . . . . . . . . . . � . ,tY�. . � . . � . � . . � . . � . ' . � � . . . . � . . . . , . . . . � . � � . . . . . . � . . . . . . . � � J� b6 . . � . . . . . . . . . . . . . . . . . . . . � . .. . . . . . . . . . . . . . . . . 6 P . 0 _q}, �//��``` � (p� � 5 Phasz 2 �hat Numbcr . . . . . . . . . . . . . . . . . . . . . . . . � . . . . . . � � . . . � . y W4'�GC �'1^ C J . . . . . . . . . . . � . . . . . . . . . . � . . 1 FLUE CAP ENLARGEMENT �'��,. 9 a �Q n_ � n ���` '`��/��� S21 .5 SECTION/ELEVATIONlPLAN 1 - 1 -0 `�sSio��vA�E�'G�� ' • , � � / 2 �, � Hilti Kwik . nk � � . Existing Structure Wall Flue Ca See Sheet � Bolt - II Expansion Flue Cap -� ~� m.-=-=-- _ _ �- S21 . 4 for Details ) � - - f.�°�- - � Anchor System or � � T� � � aPproved equal (TYp • ) i i : � j ,►ssocurEs � LANNlti � LAN QiCA1 ! � - - - - - - - - - - - - - - - - - - - - - - - - - - -� , ._.. .. 1_.._ . _ _ _ V _� r ....:� �, ..�. � �.. _ _. _ ._.. _ �. ,.. ....,,� Flue CaP � See . Sheet � RCNiTECr : � , . - � �: � .,�y.� .,� �" � __�. _�._ �.. _ �����..;���.� ( �' `� �' `� � � � . � : � . � � � � ��.w .. . , , �, . ` �,, t� S21 . 4 for Details ) � 1 �n ��`' ` °�i �t'f�r n► � r , \ f�, .� � � ,r �, ,� '� ,. - - - - - - - - - - - - - - - - - - - - - - - - , . , i � . ' , / •� ,. � � , , � �4 �. ;�`f � „ „ ,, i � � 1 / 4 " � Hilti Kwik Bolt - 11 Expansion ��- _ -- _ _ � _ �- _ _ _ _ A _ _ _ 4 �. _ �.. _ _.. _ .�. .. � _ � _ _ _ � -� � _ _ ,�, ` i 8 x 5 1 / 2 x 1 / 2 � f , � � , ,� ^ ., � � . � 4 Anchor System or aPProved equal . � � � � .4 , ` , - , � , Connection F'L (TYP • ) �- � b .- _ __ _ _ _ -.. _ -� _ �- _ -� _ �- _ �- _ _.. _ _ _ -- � � f 1 y � �� w / 2 " M i n . e m b e d . Q 2 Eq . S p a . , __M. �.� .,...,.. .� _� __.. .. _�.�� .._�. _.�. � � ._..�, ...� 0 4 0 ... m,�... � , � � „ „ , �TY P . ) (Tot a I 12 ) � .:�. ._ ___ ._ _ _ �. _�.� .�_ �� . � ' � ' � TS3 �� x3 �, x0 . 25 ! � � L2 1 / 2 x2 1 / 2 „ f ► - �-� � � .. N_ . � .. .�. ,_� � , 5 / 8 � A3 � 7 Hex Nut Bolt � ► , � � „ ` � � � Column �TYP • ) i � '�. �� � x 3 / 16 " (Typ . ) with sta dard Washer under t e � � � � � � 5 / 8 � A307 Hex Nut Bolt i� o , � .� ,� , �' � o ! n i � „ „ „ � � ! � � R w � th standard Washer under � � _ _ _ � .._._., � � _ _ � Bolt Head and Lock Washer j � 8 x 5 1 / 2 x 1 / 2 4 , � � # , ► � " � � f u n d e r N u t (T o t a l 6 } � � C o n n e c t � o n t C T Y P • ) i � � � � � Bolt Head and Lock Washer ', � � . , � under Nut (Total 6 ) , , . F� �'� � B � � � � � � a s2� .4 ' 1 2 " Hilti Kwik Bolt - II „ „ � � 3 , : � �i ,, „ i � c � � � TS 3 x 3 x ► � � j � � o � TS 3 x 3 x 0 . 25 CTYP • ) , Ex ansion Anchor S stem ° a : ° „ " " _ �4 _ _ _ _ _ _ -- _ - _ -- _ _ _ �. _ � ► � � p Y � . 25 (Typ . ) ! z i i � � 8 x 5 1 / 2 x 1 / 2 ; � 4 - - � � � � or approved equal w / � � � � � Connection F� (Typ . ) . CTVp - ) „ „ „ � � 3 � f2 „ M i n . e m b e d . CTY P • � � �. ��,_ �A�� _.�.va.._ �_�. .�.. _ .w��,� f ... � � , 8 x 8 x 1 / 2 �. .,�_ .._ _ �._..� .�.. ....._.. �.�� . .M,�. � _.m_. _ , i _..�., � .o w w.� � � �� , � � TS 3 " x 3 " x Base F� (TYP • ) � _ � � a � o � � o . , 0 . 25 (Typ . ) � .4 p � � I ' �� ; 0 _ � , p O o 0 0 0 A 5 / 8 " � A3 � 7 Hex Nut Bolt �: . `' ; a . I w � t h s tan dar d Was her un der , 6 � Bolt Head and Lock Washer � 2 � � 2 �� X „ ° ° , a ' p ' I � � L 2 1 2 " x � , _ �, under Nut Total 6 2 1 / 2 x 3 / 16 I . � . o� . � „ �� 4 � � � l � ° ol 2 � � 2 X 3 � 16 FLU E C HAS E P LAN � , I` ° . o I . . � . . . . . . � . . . � . . � . . . . O . O I • , � 6 d, � I � . . . . . . O � . � O . . � . . . . � . . . � � Scale 3 / 8 ,> _ � � _ � ,, p � , . � I� . � ° � I + � -{- I . � 2 � � 2 „ X 2 ,, I ' . , a � � L 2 1 / 2 „ X 2 „ � W . . 8 " ' . , I ^ � X 3 � � 6 �� CTYp • ) � � ^ � � „ ,, x 3 / 16 " CTYP ' ) ° ° ° ' o. . � � To of 1 1 4 " 5 1 2 1 1 4 � � " , e r1 � � : N p - / � � Provide 1 2 ,, Ex ansion b b . ' o � N N � � Existin9 � � p I , 6 . I . . �- Structure I TS 3 " x 3 " ( Flush t-- Jt . Matl . btwn . Angle and � � o • � o o N ; . � Wall with To of Wall � Concrete Wall ( Full Height ) ° r D � , � � X � x � - - - - �- - - - p- � CTYP • � � �� , p „ „ Q �- --� I . � o . I � 8 x 8 � W s4 _ -5-- _ L � „ „ l ' ' > I T S 3 ,� X 3 �, X x 1 � 2 „ ,� + I � � , / c� TS 3 x 3 x , , • � � + I 0 . 25 (Typ . ) , Connection X � � ° � " � � A � TS 3 " x 3 1 4 CTyp , ) ;.,� � � . 25 (Typ . � � , • o „• . � � � R �TYP • ) � ° / � � x � � � . ° i . „ . _ ,� ,� o . A , � � �i p'+ � . � �� 1 / 2 Connect � on R i Attachment screw , � • A� . � � Attachment screw f- � ` . � ° - � 6 , � locations T . . o 0 0 0 o W �. � � locations (Typ . } . , �, � YP ) - - c� a � ,� � � ( ) - � Total 16 / Panel ( Min , ) a e e a o � � Total 16 Panel Min . p e e ' - _ . � ` \ � � I � � � . p ° ' � O � : i� ` - � � �L 2 1 / 2 " x 2 " r- ,, „ ° b= D ' P ' � „ „ ° TS 3 " x 3 " � ' 5 / 8 q� Hole (Typ . ) '- - -- -� � � TS 3 x 3 x 0 . 25 Column , ; n. I TS 3 x 3 x 0 . 25 Column � C o n n e c t i o n F� ( ` , p I x 0 . 25 Column r 8c � TS 3 ,, X 3 � , � D , o � ; Sheet Metal Panel �TYP • ) � a ( , . ; ° . , � Sheet Metal Panel �TYP • ) . ° ° 4 „ 4 ,, to match Flue Cap material . l ' ° a o I + I to match Flue Cap material . �.. � �� � Contractor shall fabricate �. b , e . ( ^ Contractor shqll fabricate � and attach with screws . o o �_ ; o� • I °° and atfach w � th screws . , , � S ECTI O N �, .4 � o i � , � � . Scale 1 1 / 2 „ _ � � _ � „ � „ „ � . � D � o - � � Steel Handle for � � , (Typ . ) 3 16 2 „ @ $ » ( • ° ` , I , o access panel . : / o � rp � I Contractor shall � . ' - o . ( Existing 2t .4 fabricate and attach �"'� ' b A ' � � Structure � . 2t .4 as requ � red . Existing Structure Deck p = . o . ( � � . „ � Deck 8 ° ° I " � ° ' I ` D � p O. �- _. _ _ � _ .� �. _ .� _. _ � � _. O ; 0 0 0 � � p ' I > - - - � - - - - - - - - - - - - - - - - � II II - - - - - - - - - - - - - � - - - - � - - - - - ..LL_ _ _ _ _ _ _ _ — 1 1 / 4 " 5 1 / 2 „ � � � 4 „ , - - - - - - - - - - - - - - - � � � , , > � -� �- - - - , a , ` - - - - - - - - - -� - ri `- - - - - - - - - - - - - - - - - - u - - - - - � � - - - � ' ° , I - - - - - - - - - - - - -U- - �- - - - - - - - - - - - - - - ` ' _ ._.� » » » » » � D ' , . . ^ ^ 4 4 8 x 8 x 1 / 2 Base f� � , ; ° . , ( Ex � sting � i� � � � • � ° p � Structure 8 „ x 8 „ x 1 / 2 " . �, „ . W a I I B a s e F� T . �� osa�.os � x � Base R. 8c � TS 3 x 3 � 1 / 2 " � Hilti Kwik Bolt - 11 (" , � ° . ' I � YP i � � ^ I Expansion Anchor System `.. ,=.� .�. �� � nc�s ' . , � � or opproved equal w / ' `' 3 16 Re��ea �► , � �TYp • � 7ob No. 22019.11 � i 3 1 � 2 ,, Min . embed . (Typ . ) 3 , _ 6 ,� 4 , _ 0 „ � Fila framin&d8z► ^ Sca10 Aa Sheovn � � (� � m I N � . . � � � \ � � - � . . . . . . . . . . . � � � � . � . . . . . �P . . . . � . �. � . w � � � � . . . . . . . . . . � . . ' . , . . . . . . M . . ��� . . � � . . � � � . � . . . � . . . � . . . . . � . . . . � � � � � . . � � . � � . � � � . . . . . . . M �Jf� � �I"�/�h � � . . . � . . � � � . ' � .. . W . . . . . . . . . ' . f.,.: �x . . mr mqmL � 2 � 2 �} X 2 } � SECTION SECTIDN / �� .F �� � � �y ^ 521 .4 S21 .4 5 , � � C - Scale 3 8 " - � , - � , ► q � : � � � 1 �4 Sca l e 3 8 » = � � _ p » B � F ' �, � 6 R�ion� � � � ; ����� � � �� �,�� �r�� 5 8 q� Hole T . • • �� . t � � . � � �� � Y P ) S e e S e c t i o n A f o r W e l d D e t a � l s ��'``� , �/Z3��;``° `� e s �� . . . . . . . q � �I . �� � � . . . . . � � . . . � . . . . . � � . . . . . . . . . � � � �O � � � M� � � . � . ,. ; SS�pf�kt-�� d- TS 3 x 3 x 0 . 25 . : � � 1 / 2 " Base I� Note : � _� � �/� `r��- � � /�,•T �=�'4✓-j ' Y Phase 2 Sheet Number � SE (�T � ON s2� .4 � = Anchor Bolt in tallation should be done per Mqnufactures Dimensions are based upon field measurements and are approximate . The Contractor » � » D specifications length per Hilti Manufacturers shall verify all Dimensions in the field before ordering or fabricating any material . � Scale 1 1 / 2 = 1 - � S ecifications Alternate anchor s stems shall be submitted fo approval by the Engineer . y All Tube Welds shall be 1 / 4 Fillet Welds around the perimeter of the connection , except . : 45 ° intersecting Tubes shall be Full Penetration Groove Welds . • ;