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HomeMy WebLinkAboutB11-0377 plans ; � . = _ . � .. . . . � . .. . . . . . . . .. . . . �� . . .. . .. � . . . . � � N f . . � � � f � � C � P L U M B I N G L EG E NOTE: ALL SYMBOLS SHOWN ON �E9END - � dQB NAME: tt�ES'T�NtNE� AT VA[L Pt�c7,(EGT ELEV,�iTION:: 850U ; A:S.L, ARE NOT NECESSARILY USED. ;� � N � ; f : .IC38 I�IUAA�ER: 77078 GA5 VRLUE: 8Q8 " B'Ct.iFE:F � °' c � I �1��.� � ��� ������, - - - DOMESTIC COLD WATER —O PIPE RISER p � d � r aA7�: GA5 GQh� PR�[Y.' � - � , � . _ — - - — DOMESTIC HOT WATER —�, PIPE DROP U `�' � � i Pk�EPA�tER BY' [sAAR71h( �ALt�?EK A+tAJC. P[FE f�Uhf: 180 ; �..P; � N °` �: A DOMESTIC HOT WATER RECIRC. � PIPE TAKEOFF (FROM BOTTOM OF PAIN) � '� =' � � E 0 ' M .F. � a� rn m o I , —w— WASTE ABOVE GRADE Q— PIPE TAKEOFF (FROM TOP OF MAIN � A N w � ` � - -w- - WASTE BELOW GRADE � i PIPE END CAP � '� � ° � I TAG ` E�E5CRIPTI(7N BTUH TABLE CFFf S!?E "" � `�, � � � � —GW— GREASE WASTE ABOVE GRADE PIPE CONTINUATION � i >�r, �x �r�� .a � � y iF � .��'A�,.,�:/L�� ���°����s����s,� s ����'�-� � ..� ,�� . � —� .�. W 3 � 3 � � . , � h �.., _ `�'����M;h ''. a , ��"�'"*� �x�" ' ����'��r,.��-'��:r�., �� ���a� ...��r.�% �,�����-��'��� � — —GW— — GREASE WASTE BELOW GRADE PIPE EXPANSION GUIDE W � 'x t; 3 7 32X �P (E} FIR�RLAC�S 't,2�?,t3t�1 QQ _ . . . '�,� ,3'" W STE � _._ ... � � . .. � . � _ � . � _ . � � � . .... —I — INDIRECT WA � � � 0 3 ; (�} 8£T1�.ER� 4 ?52 pQ0 t}0 5 8�1 3 —� ( f-- PIPE UNION � • - ,_ Y _ .� - � ~ � � i —G — GAS �� PIPE ANCHOR V ,� o � � _� ..__ � __ � ... . � � —MPG — MEDIUM PRESSURE NATURAL GAS FLEXIBLE PIPE CONNECTION � °' � -� � �v1R1N T£)TAt� &,Q32,4t3t3 t1t3 7 48S 3 � .� � a: � i ` � FE�QP�t��1 N�UY'TI�T,�tti,..k,A'�t�l� - - - - - - - VENT —�-- PIPE EXPANSiON JOINT � F ; ���._;��,.�..Y .,�-, ;,��„�,,,. .,...� ,., , , ,,., ,.., , ... � u . V � . , �, ,. - .-n . . „s� _ .; ._.: ,� �,,, : � v3._, . .. - ,,,: .r.: ., ,r. .,w, -- , , ,,�..,_,,.a«: � � � k . � '�� �� {E} Ft€�EP1..ACES ` � ��.a�1 �� ; i,5�4 ;3" —C — CONDENSATE DRAIN e POINT OF NEW CONNECTION Q o I sx s . {�} sa��.�s aE�sz�voo 00 ; �.�s� �� _ w r CO CLEAN OUT — I�I— PLUG VALVE � A _ . . „_ ... . �_ .,.� � � . . � ., ., _ . ... _. .. � O e � _, ��� _. �i� �� ��� �� � ` ., ��� �r'�" WCO WALL CLEAN OUT 1 � —I�'I— CHECK VALVE a � _ .. � . _. .. . . �t. . . . _ .._ �,. �. . _.' .r ' , � � FCO FLOOR CLEAN OUT � � � � � � � --I�— � BALL VALVE � f � � Rril�[N-�"£3T'AL S,'t57`,�IOQ.t�4 7,62Q :3" C � Svmmary: the existing gas �rvice isartequate for tEie new Ioad as pee iFGC 200� tabte 4�2.4{2} oT CLEAN OU TO GRA E � —� BALANCWG VALVE ( C G T D I " _ " ` (E) EXISTING —�I— FLOW REGULATOR VALVE h � ��a:a:. 'f`*"i �':Y:�"*'i "�y'/Y"j �K" � �;,m+'�,�'m�p' *�'r,r, m-:�^�'m'-P'k➢szz. �+'o'.�iu �:"'�:g«��T`..�s^• �a�*f"-.ert i"" =� �-r ° � . . . � � . . . � . . ._ ' �' ��`3_��_�.I� .�,�E��t�1ic�'� �#f r�` r��� �k���i�%"!"I�N ,.�_�.,5 `�<u�������.�, ,:; ,�%��:� (N) NEW —I \ I— BUTTERFLY VALVE i � � . ti � _� �.a. � ��� , �� > _ �2'tx �€s {�} F(Ft��t,I���S 8dfl Q{)p pQ � �q� g {/�" vTR VENT THROUGH ROOF f —�— PRESSURE REDUCWG VALVE � �PT �IRE P!T 125 tl0a 4f1 : 15� 314" uTR UP THROUGH ROOF � � I fl �m. .� _,_ . _ w __, � i _. UP UP � 2-WAY CONTROL VALVE �� O A�AtM TC3TA� 965 tS0#T SMT ; j , t94 2-'f/2" � � Summary the exEStang Z 112" g�s branc� €s adequaf� €or fhe n�w (oad as p�r tFGC 2f30� tabie 4ti2.4(2�. Max� Ha HOSE BIB 3-WAY CONTROL VALVE ^/ � -+� � � w � ; alirswaksie �ipe run teng� far tt�rs s€ze ar�ct taa� �s 24�0 �, E�c�st►ng inst�att�a#�cn rs tS{i f� a ....... . . . .. � _ ; - FPHB FREEZE PROTECTED � 4-WAY CONTROL VAWE � � I j HOSE BIB � �� � � f < � PP PURGE PORT -1 � DIFFERENTIAL BYPASS VALVE � r � � f Q� �� { FS FL.00R SINK � � STRAINER ` n � �i � 3 n !""1 `� � { PIPE CAP � � NATURAL GAS PRESSURE REGULA7R h�i � � O � � GAS SHUT OFF VALVE � � f NP. PTRAP � --� AIR VENT �� � U E � � I IP WLINE PUMP � � PRESSURE - TEMP. TAP ~� '� � � � P.C. PLUMBING CONTRACTOR � � ^ � 3 --Q PRESSURE GAUGE � -- ` (T � M.C. MECHANICAL CONTRACTOR w w � u MECHANICAL r � � EQUIPMENT E.C. ELECTRICAL CONTRACTOR —� THERMOMETER �/ 1 ^/ . , LOW PRESSURE � F•�� � ! GAS LINE A.H.J. AUTHORIN HAVING JURISDICTION �� � � � � � � � � � �I �-+ 00 � � � � 6" MIN . DRIP LEG �(}�/� � � I� ; � �� ��� � � ; , �� � � � � i : TYPICAL LOW PRESSURE �. �� t f � �t� e � � � � P � GAS CONNECTION DETAIL � � � .,. . .. NO SCALE � .. . . . . . . . . . . . . ��� . . � � ��y .. . . . . . �.. 4� �.��� . �aw� ar: rona t . r �C� ��' m � g' , �P�� „ . �:�� Mz l io�9.00 t � . . ; � . ���� ��� � ; . {�"`�-,` � `�. ,�°" PLUMBING �: � • �:� LEGEND, DETAI � � s � � � � � k � �7 � �, .�, NO SCALEE � , � ; � C��'�`,� ',,` - , ��� �� �' ; _ �������.. ��„ .� P 1 . 0 ; 1 1 of 3 � � .. . . . . . . . . . . . . . . . . . �COPxRKeI 1005 nP[xIRCMtAL ExC+NECaING [W+SiAinNiq wL i[ . § i{Fl� � . � . . � . .. . . . . .. . . . . � . . . � . . . � . . � . . � � � . !�. . � . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . . ; . ,_..� � � . . � . • •.�. �:. . . ,.. `: . . . . . . . . . . . . . . . .. . . . ... . :_. { . � . . . . � . . � . . � . . . . ' . . . . . . � . �. ; . . . . . . . . , O P L U M B I N G S P E C I F I CAT I O N S . c. VALVE TAGS: STAMPED OR ENGRAVED WITH 1 /4" LETI"ERS FOR PIPING SYSTEM ABBREVIATION AND /2" � � ' NUMBERS, WITH NUMBERING SCHEME. PRO�IDE 5/32 HOLE FOR FASTENER. � d. VALVE TAG SCHEDULE: PREPARE A VALVE TAG SCHEDULE TO BE SUBMITTED TO THE MAINTENANCE ,,��, � i �; ' 1 . GENERAL: ° ENGINEER FOR RECORD. � ; o ° f a. FURNISH ALL LABOR, SUFRVISION , MATERIALS, EQUIPMENT AND FACILITIES NECESSARY TO FURNISH , ' �' •� > � � I FABRICATE , DELIVER, ST(RE AND INSTALL ALL WORK NOTED ON THE DRAWINGS AND/OR SPECIFIED HEREIN. 13. PIPING: � °�' v o � b. THE CONTRACTOR SHALLFURNISH AND INSTALL ALL WORK NECESSARY TO MAKE A COMPLETE SYSTEM a. NATURAL GAS PIPING: ' ` U � N � � ; WHETHER OR NOT SUCH )ETAILS ARE MENTIONED IN THESE SPECIFICATIONS OR SHOWN ON THE PLANS BUT i. 2" AND SMALLER SHALL BE THREADED STANDARD WEIGHT SCHEDULE 40 BLACK STEEL PIPE WITH S.REWED � '; �, ; o ; WHICH ARE OBVIOUSLY h:CESSARY T0 MAKE A COMPLETE SYSTEM , EXCEPTING ONLY THOSE PORTIONS MALLEABLE IRON FITTWGS. • � A � w � � � THAT ARE SPECIFICALLY � ENTIONED HEREIN OR PLAINLY MARKED ON THE ACCOMPANYING DRAWINGS AS ii. PIPWG 2 1 /2" AND LARGER SHAL� BE WELDED. � .° � o > E ; BEING INSTA�LED UNDER4NOTHER SECTION OF THE SPECIFICATIONS. iii. ALL OUTDOOR EXPOSED PIPING SHALL BE PAINTED WITH OUTDOOR ENAMEL. • � � � � � E ' iv. REGULATOR VENTING SHALL BE NO LONGER THAN MANUFACTURER'S RECOMMENDATION , ALUMINUI, VENTED � w 3 �. 3 � j 2. WORKMANSHIP: TO THE OUTDOORS, AND A MINIMUM OF 3' FROM ANY OPENING INTO BUILDING AND 6' FROM ANY MEWANICAL W °'3 �x„ 0 3 � a. THE WORK SHALL BE ACqMPLISHED IN A THOROUGH AND WORKMAN-LIKE MANNER SATISFACTORY TO AND INTAKE AND 1 ' FROM ANY ELECTRICAL EQUIPMENT. � ° � � r 1 MEETING THE APPROVAL�F THE OWNER. " b. UNDERGROUND NATURAL GAS PIPING � � � ;; � � i. SHALLBE IPS SDR 10 TUBING WHICH MEETS ASTM D2513 MANUFACTURED BY UPONOR OR IAPM�. � �,�, ° � , 3. MATERIALS: ii. ANY GAS PIPWG ROUTED BENEATH HARD POURED SURFACES SHALL BE SLEEVED TO MEET THE � � � � i i a. ALL MATERIALS AND EQIPMENT SHALL BE NEW AND THE BEST OF THEIR RESPECTIVE KIND, FREE FROM ALL REQUIREMENTS OF THE UTILITY COMPANY, XCEL ENERGY. '� � °' � DEFECTS AND OF THE M�CE AND QUALITY SPECIFIED. � � � ` � o ; 14. PROVIDE WATERTIGHT FLASHWG WHEREVER PIPES PASS THRU EXTERIOR WALLS, ROOF AND F�OOFi. � � 4. SITE INSPECTION: w � � a. CONTRACTOR SHALL VISf THE SITE OF WORK PRIOR TO SUBMISSION OF HIS BID AND THOROUGHLY 15. PENETRATION IN INALLS, ROOFS , OR FLOORS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STC�PED. � � FAMILIARIZE HIMSELF WIl-I THE WORKING CONDITIONS & EXACT NATURE OF THE WORK. FIRE-STOPPING SHALL BE AN APPROVED MATERIAL SECURELY INSTAL�ED AND CAPABLE OF MAINTAIIWG ITS ; b. SUBMISSION OF A BID ACNOWLEDGES FULL RESPONSIBILITY FOR FURNISHING A COMPLETE AND FUNCTIONAL INTEGRITY WHEN SUBJECTED TO TEST TEMPERATURE FOR SPECIFIC WALL OR PARTITION . ' ' � SYSTEM. f c. NO CHANGES IN CONTRA:T WILL BE MADE TO ACCOMMODATE OR ALLOW EXTRA FUNDS FOR ANY OMISSION 16. PROVIDE FELT WITH METAL BACKING VIBRATION ISOLATION SLEEVES OR PADS AT ALL PIPE HANGER: OR � � WHICH RESULTS FROM A=AILURE TO THOROUGHLY MAKE THE EXAMWATION. SUPPORTS AND ALL POINTS WHERE PIPING COMES W CONTACT WITH ANY PORTION OF THE STRUCTIRE. n � � APPLIES TO ALL WATER AND WASTE PIPING. ^ � � 5. CODES AND PERMITS: , _] � � € a. ALL PLUMBING EQUIPMEIT, INSTALLATION , ETC., SHALL CONFORM TO THE 2009 INTERNATIONAL PLUMBING 17. LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY EXACT LOCATIOM AND � _ � CODE (IPC), 2009 INTERN�TIONAL ENERGY CONSERUATION CODE (IECC), 2009 INTERNATIONAL FUEL & GAS DEPTHS OF UTIUTIES PRIOR TO STARTWG WORK OF THIS SECTION . MAKE REQUIRED ADJUSTMENT�O ~ � O � CODE (IFGC) AND ORDIN.NCES AS INTERPRETED BY THE TOWN OF VAIL BUI�DING DEPARTMENT. � CONNECT TO EXISTING UTILITIES . IF INDICATED POWTS OF CONNECTION CANNOT BE MADE TO UTILIIES AS �j O � � � b. CONTRACTOR SHALL OB'AIN AND PAY FOR ALL PERMITS AND 1NSPECTIONS. FOUND, THE CONTRACTOR SHALL, BEFOR� CONTINUING , NOTIFY THE OWNER PRIOR TO 1NSTALLING ,NY WORK � � � c. COPIES OF ALL PERMITS �ND INSPECTION REPORTS SHALL BE SUBMITTED TO THE OWNER. WHICH MAY BE AFFECTED. � � � 6. AS-BUILTS: 18. 1T SHALL BE THE CONTRACTORS RESPONSIBILITY TO VERIFY AVAILABLE SPACES FOR WSTA��ING TFf WORK. � ~ � O � � a. CONTRACTOR SHALL PRNIDE A COMPLETE SET OF AS-BUILT DOCUMENTS WITH ALL CHANGES NOTED � Q �f � THEREON AT THE COMPLTION OF THE PROJECT AND PRIOR TO FINAL ACCEPTANCE AND PAYMENT. 19. VALVES SHALL BE NIBCO, JENKINS , WALWORTH , STOCKHAM OR EQUAL. SERVICE PRESSURE SHALL IE �n Q! k � SUITABLE FOR SERVICE INTENDED. F�1 � O � 7. GUARANTEE: - � � �I O � a. CONTRACTOR SHALL UNIONDITIONALLY GUARANTEE ALL LABOR AND MATERIALS ON ALL WORK AGAINST 20. PROVIDE HANGERS AND SUPPORTS MEETING THE REQUIREMENTS SPECIFIED IN THE 2009 IPC SECTI�N 308. � � U � DEFECTS IN WORKMANSIIP AND MATERIALS FOR A PERIOD OF ONE YEAR AFTER COMPLETION. PLUMBERS TAPE AND WIRE ARE NOT ACCEPTABLE. � � � � 8. SUBMITTALS : 21 . CONTRACTOR SHALL AFFIX A MAWTENANCE LABEL TO ALL EQUIPMENT REQUIRING ROUTINE MAINTEJANCE � O �"'' � a. CATALOG INFORMATION .ND CUTS OF ALL EQUIPMENT AND DEVICES SHALL BE SUBMITTED TO THE OWNER AND SHALC PROVIDE THREE COPIES OF MAINTENANCE AND OPERATING MANUALS TO THE OWNER/OERATOR. � p,.� � � � � FOR REVIEW (SIX COPIE£OF EACH). ` � � T � � 22. CONTRACTOR SHALL ARRANGE FOR AND PAY FOR ALL UTILITY METERS AND UTILITY CONNECTIONS. T � � w f � 9, COORDINATION : _ v 1 /�/ � � a'. THE DRAWINGS ARE DIA(RAMMATIC AND INTENDED TO SHOW SCOPE. 23. ALL PLUMBWG LINES SHALL BE CONCEA�ED WITHIN THE BUILDING STRUCTURE TO THE GREATEST E:TENT ( T � � � � � b. THE CONTRACTOR SHALICOORDINATE HIS WORK WITH OTHER TRADES TO PROVIDE BEST ARRANGEMENT OF POSSIBLE. ALL L1NES NOT CONCEALED SHALL BE SECURED 6" OFF FLOOR AND 3/4" FROM WALL AND ;EILINGS r� ' ALC DUCTS , PIPES, CONCJIT, ETC. USING OFFSET BRACKETS. � � � � � � � � s 10. CUTTING AND PATCHING: 24. ALL SWGLE AND THREEPHASE MOTORS , STARTERS AND DISCONNEGTS SHALL BE PROVIDED BY THEP�UMBWG � ; a. ALL CUTTING AND PATCI-NG REQUIRED OF THE STRUCTURE (NEW OR EXISTING) SHALL BE PROVIDED UNDER CONTRACTOR AND WIRED BY THE ELECTRICAL CONTRR TOR. � ; OTHER SECTIONS OF THI WORK. � � �� �� "�� � � ( 3 `' b. PROVIDE NECESSARY RQUIREMENTS TO THE PROJECT SUPERINTENDENT. � �' �� � ,� ° � � ��� ��� ���� � ; ffi c. X-RAY SLABS PRIOR TO (�RING. � �� � � � � 11 . CLEANUP: o�w� BY: �,og � � � a. UPON COMPLETION OF TIE WORK UNDER THIS SECTION , THE CONTRACTOR SHALL REMOVE ALL SURPLUS � t� > � (� � �,� ��t� � � ���, MZ I 11079.00 l � MATERIALS , EQUIPMENT �ND DEBRIS INCIDENTA� TO THIS WORK AND LEAVE THE PREMISES CLEAN AND `�`, . � �� �`� � ORDERLY. '�• � ''� � � `-;� ``�� '� � $ ��,-a-� �`} : PLUMBING 3 ���� � � � ' SPECIFICATIONS j 12. PLUMBWG IDENTIFICATIOI � ' e� ' * � j a EQUIPMENT.NAMEPLATE . METAL, WITH DATA ENGRAVED OR STAMPED, FOR PERMANENT ATTACHMENT ON « � §� _ .a �r� ���� NO SCALE � i b. PIPE MARKERS: PREPRUTED, COLOR CODED, WITH LETTERWG INDICATWG SERVICE, AND SHOWING �..c�� „�,'� � P � . � � ,��� ` ' �1�°,'� �y- � DIRECTION OF FLOW. �`Jf�AL � �- � E ji 2 of 3 kt y mtOPYI1N'.Ht 2W5 �RCHIIECNH,IL ExGxEEPIxG Wx51AtAN15, IxC � � . � � . � . � � . � . . . . � . . � � � . . . . . . .. � . . . . � . . � .. . . . . . . . .. . � . . . � . . . . � . . . . . . . . . . � . [: . . . � . . . . . . . . . . . . . . . . . . . . . , . � . �. v� I . � �..� � � . . � . . . . _ . . . . . . . . . . . . . . . � . . . . . . . � . . . . I . � S H E ET D ETAI L N OTES . O EXISTING 3/4" BRANCH. IF THE NEW GAS LINE IS CONNECTED TO THIS � o i ' BRANCH AS PER NOTE #6 ABOVE, THE BRANCH TAKE OFF NEEDS TO � i � BE UPSIZED TO 1 " G . AFTER THE SPLIT, CONNECT BACK (E) 3/4" G FROM � � N f � 1� APPROX. LOCATION (F A PROPOSED PIT ABOVE . VERIFY EXACT FIREPLACE W THE LOBBY. � ; o � r � LOCATION IN FIELD . `E ELEVATION DETAIL ON THIS SHEET FOR GAS ' � •� � � � � CONNECTION . O8 OPTION #2: ROUTE NEW 3/4" G TO PROPOSED FIRE PIT. THE TOTAL L j � � o � � ALLOWED LENGTH IS 40 FT. IF THE LENGTH IS LARGER UPSIZE TO 1 ". tq .� Y °� � ; � O 2 EXISTING LOW PRES�JRE GAS METER ASSEMBLY TO REMAIN . , � A � w o � ; O 9 EXISTING 1 " G LINE UP TO REMAIN . � � N o ; ' � � C ' 3O EXISTING SUB-METEFTO REMAIN . ` ' , � '� � � ; � � 10 3/4" G TO MAIN . FOR EXACT SIZE OF THE LINE VERIFY TOTAL DISTANCE � � '' �. " � 4O EXISTING 3" G LINE SIPPLYING EXISTING BOILERS TO REMAIN . TOTAL FROM MAIN TO FIRE PIT, RE: NOTES #6 OR #7, THIS SHEET. W � vxi o 3 I' � INSTALLED LOAD 5,88 CFH . MAX. ALLOWED LENGTH PER IFGC 2009 IS c� � � � ; � •� � 4 � 30 FT. 91 INSTAL� READILY ACCESSIBLE SHUT-OFF VALVE. THE VALVE SHALL BE � � � _ � PROTECTED AGAINST DAMAGE AND WEATHER ELEMENTS. INSTALL � � � a � � �5 (E) 3/4" G TO LOSBY (Q FP. E I T H E R I N T H E P I T B L O C K O R I N A N O T H E R L O C A T 1 0 N W I T H I N 6' ;� � � � � DISTANCE FROM THE PIT: VERIFY LOCATION IN FIELD. � � �" j O6 OPTION #1 : 3/4" G ROITING TO THE FIRE PIT. THE TOTAL LENGTH OF ' d � k � 3/4" G SHALL NOT EXIEED 40 FT. IF THE LENGTH WILL BE EXCEEDED 12 COORDINATE PENETRATION THROUGH THE SLAB W1TH STRUCTURAL a � - PROVIDE 1 " G INSTEA). CONNECTION POINT NEEDS TO BE UPSIZED TO ENGINEER ...___.. _ - . _ . _ _ ._ . _ .- ---- __.... __._ _... . __. . . ...... . .. . ..._ . _._... _ _..._ . . ___. .. �� 1 ° SEE NOTE #7 THIS3HEET. _... --__ _..._. __... _.. . __ _____ _ _ _ _ __ . _ _ _ _ _ _ _ _ � � � o � o � , � a � . �. . � . . � . � � . . � p . � , . . . . . . . . . . � �. . � � I . � .. � . . Q C . . . .5 � � . . . � � � � . . � � � � . { . . . � � . � � . . . � . . � . � . . � f � . . . 3 PROPOSED FIRE PIT ! ! W �"� i � CONTROL VALVE (BY FACTORY) I � O O�/ I ! MANUAL SHUT-OFF VALVE � �� � �� !�. I--� f-r-1 � M� � PROPOSED FIRE PIT e H W O E ' ��� ?�� '�i�� ����� � SEATiNG �� � � � ,� � � 2�� � � — — _ � �— ( � —c.rn— (E) G � � � � Q � 1 0-- — (E) G --Q�— (E) G �y � � k � �� 9 (E) 11 FIRE PLACES 2-1 /2" 2-1 /2" � Q � � � O 440 kBTUH 3" 3/4" G (OPTION #2) L� a ; � � � O � L� � � r _ 544 CFH � G�� 10 ' TOTAL INSTALLED � (OPTION #2) / U � � a � � � O LENGTH 80 FT " � ( 1 � 3/4" G (OPTION #1 ) � ~ ~ O � � -- �0 , e � � � � � � � 12 3/4" w ; rT � 9 ` e C"'' rTl !++ � ! � � ` �' �' ` #� .�,�I�'*'f�i>:,t��:. � O - . . i : � w � t . ; �., 3 v v ,...'�.,7 u s . . . . . . . � x , : _ � �.7� � r/1 � t . .. _ 12 (E) 21 FIRE PLACES � 3�� 840 kBTUH ( (OPTION #1 } 9040 CFH C� r/ � � £ ; � O �— TOTAL INSTALLED � d' E � 9 � �.°`� � LENGTH 100 FT W �('� � � ELEVATION SECTION �, �p �f �l�i� � � I � � g ��t '�qJ � � . . . . NOSCALE . . :� : _.. , i.. � W _:_ _�/ � �8 � �� � `"°' � ��� ._ ._ O � ' : � ° _ __ _ � � _ ` `' � _ - ; i � _._ :_...--- . - --.. _ . _ . . . _ _ __ _... _.__ _._ _._. _..._ _ . _ ___ � __ .... _: - ---- --- __.._ __._._._.._... ........ ...__.... ..._....._..._........_. _ .� _ .� _..._ _..... __ ... . __ . . . .._ ---- . . .... ? (E) 8 BOILERS 3�—_'� � �� o i � . . . . . . � � '� Drawn BY: 706 A �: . ? q 4,752 kBTUH � � ��}t� � fi � MZ 11079.00 ; � 5, 880 CFH 3„ �° /}r3- �� � ° � . � r � � ' � C t� ;� �' ` � TOTAL INSTALLED LENGTH 30 FT M O �� (��g ��, ��`". '� y� �� GARAGE GAS PIPING j' � � � PLAN � U NORTH '� * . � # ° � , ��, , NO SCALE f ; GARAGE GAS PIPING PLAN � ,�`��. P2 O I 3 � NO SCALE � � � � . . . ��- '�,�`e � ' � � . "fi'�.� . l� . 3 . . . � � . � . . � � � `���������� �_ � � . � � . � . . . . . . . . . • . . . 3of3 i .t . . �warar,nr mo5 iuue¢enm�� [rar¢emue eavsuru�s, i�+c � . . 3 � . . .. . . . . . . . . . . . . . . . { � . . . . � � . � . . . . . . . . . . .. . � . . . . . . . � ' � � . . . . . ��� . d �„v.. , � m , ti .�-� i : j � . . . . . . . . . � � . . � . . . . . . � . . � � � . . � . � � . . . � � . . . . 4 i . . . . . � .� . � � . . . . � � . . . . . . . . . . . � . . � . � . � � . . . � . � . . � . � � � . . . . . . . . . . . . . . . . . . . � . . . . . � � � � . . . . �q . . . . � . . � . � .. . . � . � � . . . . � . . � . . . . . t i . . . . . . . . � . . .. . .. . . . . . . . . : . . . . . . .. . . � i . � .. . � � . � . � . . . . . . . . . . . . . . . . . . . . . � . ' . . . . . ... . � . , . . �. . . . . . � . . . . . . . . . . . . . . . . . . � � � � . . . �j�. � . r . . . . . . . . � . . � . � . . . . . . � � � . . . . . . . . . . . . . . t . . � . � . . . . . . . . . . . . . � . . . . � . � . . : . i . i NORTH _� CONCRETE TOPPING SLAB ON CONCRETE TOPPING SLAB ON � ; P.C. CONCRETE DBL TF'�S P.C. CONCRETE DBL TEES i . . . � LWE . . . . . . . . . . . . i . .. . COLUMN . . . . . � . � . . � � . . . . . . . . . . � . . . . . MOMENT RESISTANT SPLICE SHIM�2'x3"x3" � CONNECTION C 12X20.7 ; ' SHIM�"x3"x3" TO UNDERSIDE OF DBL-TEE DETAIL TYPICAL OPPOSITE END FIANGE @ 30" Ca.C., TACK WE�D INTO C 12x20.7 —� 3/ 16 POSITION � . . . BENCHSEATS . � (A3V) . . .. . . . . . . � � . . . . } . � .h . . � � . . . � � . . � . . 5 �� �� , �� � � _ . . - . . . . . ; ` PLATE �8 x6 x l -3 �� �; ��' ' �: '�' �"' � . a a . . . . . . . a ��n . . � � � �, � � 4. w w�2' RADIUS CORNERS . . . . . . . � � . . . . a ' . . , a ' . �4� DIA. A325 BOLTS - a. ' ARCHITECTURE ' ;: �, (8) TOTAL �-- — p � , a EXIST. INVERTED TEE BEAM CIVIL ENGINEERING � � i i : , ; m ;; � � i - ^ ° TS3.5x3.5x0.25 w/�,� THICK TOP LAND SURVEYING � �— — ' � AND BOTTOM PLATES MAPPING � r F�aEPa�EP�T � . �8 DIA x 4 HILTI KWIK-BOLT � PLANNING • ; ' , o ; o ceNTeaoFFinePV,cerir , 5 " " STRUCTURAL ENGINEERING � � � l�a' 3_ I 3/ I 6 a. WEDGE ANCHOR , ��� Z ; Z . . . ,, 4 � a ; . , a . a i ' . a � . a � o o �8' DIA x 4" LONG HILTI KWIK-BOLT � ` � �' . , POST OFFICE BOX 409 i ' WEDGE ANCHOR @ 12" O.C. C � �20•7 1286 CHAMBERS AVE., SUITE 200 ' ' . . . � 4 . � � , . � . � . � � . � . . . j e PC DBL-TEE STEM EAGLE, COLORADO 81631 ` ; ; P 970 328 6368 j � . � ; BENCH SEA �. � � . . � . � . . . � . . . . . . . . . ? �" DIA BOLT A325 F 970 328 1035 , _ PL�2" x4"x0'-4" WWW JK-INC.COM j — `�NE" TS3.5x3.5 FIELD MEASURE CUT , , � 3 C12 M � MENT C � NNECTIDN - SECTION 4 C12 M � MENT C ❑ NNECTI ❑ N — PR � � ILE 3� 16 � LEN'G5z0�-8�� �'� � . � � . � . . � . . . . . � . � . � . . � . � . . . . . � . . � � � . . � . .. i i i i i i y � `. j OOUIW Bk7D� N CaR�CE ) } ! 7 � f � � � � 1 � � V t _ ,� ,� �, N � — SCALE : 3/4 = 1 — C� — SCALE : 3r� = 1 — 0 . . .. . 1 � STEEL FABRICATOR: FIELD MEASURE � ; 3�4. EXISTING PRECAST ELEMENTS FOR ; ; FIT-UP PRIOR TO FABRICATION � � � � � � N a. '; � � � � � ; � m , , x FIRE PLACE PLAN r , ; , � 5 END POST C ❑ NNECTION ' SCALE: %" = I '-0° �' [ + � , - SCALE : 3j4 , � _ � , _ � � � � ; , , j STRUCTURAL NOTES � � � : k ,t� . : � . . � � � . � . . . . . � . . . . . . . � . � : � � . . . . . � . � . . O k��. .� . ; Design Criteria: This drawings shows steel beam reinforcements required to s � pport the weight of a � replace addition at th � cour�t yard level . The design load for the a � ; . , , . . . . . . � � � ed rec�t tee beam ositioned north - south directl above the ara e colur� n line . The su ort of � � fire place structure is 3000 �Ibs centered 6 west of the existing east invert p p y g g pp ; ; _ _ _ _ _ _ __ __ _ o � , , ; . . . . . . _ , . . . . _ : : . � ..�H ;. . . ::.. . . ::. ..::�.. .».__��. : ...�.�� : , , . � , , re in the arkin ara e ceilin . The existin re - cast double tee concret� structure f , this desi n load is shared b two steel channel beams Jocated below the fire place structu p g g g g � p � � g Y , _ _ _ _ _ � , � _ W � , . , , . . . _ � is assumed to car the ori inal desi n dead and live loads of the structure . : P� T �, a ` � rY g g _ ; � ` � �� _ � _ � �# � � � � ��� �: , I , � ; , � ° _ __ � ; ' o � . . r,� . �.. � . :� , , ', �� � � �. �::x � �� �� �� � � ; � _ _ � . . . . . . . . � r . LL :.... :.. ,::. .:. . :. :. -,. . .. . � � � . . . . . 1 � � � � � �� 3 � . . � . :�.1 _ : . . . 1 1 1 1 1 1 {A ' Structural Steel : _ : ; : ; ; ; _ , . _ n � � � � _ � ... .. . :: . , ....�_ _ _ � . . . . � � �` , • • . . � . • • � � . • • � � � � � � ° � �� � � � . . . .,. �,r.N�+vw� a:+ �a..i.�• ...+c�.�++•�+. ........................�.w.w.....w...ac....w.. . ,..........,........,.,....,....�,...��v-r ' i � . . . ^ — W � ; � . . . . � . . . Lr'�. . . A; '_ . .... : . .:. . . . .. � �'.. .....i . . . . '...... .:..: . :: . R . tt d .: . < . .. ... 1 1 1 1 . 1 � i a � i ; . �.. ..;.> ,,,..�:,;�..,�..�......�.::.:............ ...:.:...M,.,....�.: . ��.���.. ^�r ,.....�.m�:�.�,.:,,�.�.,,�..�,F...., .�.::�.,�, _H�.., ....,.�,,,..::.m„ , . _ _ . . . . .. � � � , � � A. Structur�, l steel shall be detailed fabricated and erected in accord � nce with the latest rovisions of AISC I�'lanual of Steel Construction . - � 2� . , , , , , ; , N , : � P ... r: , : . , � : . . , . , . . , . . , a .. . �.�. . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . . t� . . : . ��. . ..i� x,,: . : :. .� . �� < . _,Y..:,:aw ..,�?,.; ... ;,...,.. ;; . . o. . ' . . . . . .,„,�„waz`" , r+'^Rmm;na.x. . . . . . . . . . . . . . ' ':�. .. . . . .l . ' ' .u7' . : � .�: - - i a..:..>r � "..¢"Q . �a . . . . . . . . . . . . .,.. .. . ..�,. . „„ ... � � �� . � ��. j ,.._ . ,..., ..,:. w_... ..,:. .„... , �. . , . :�.� .. . . � ..:�:.: .. . . ..�:i: ......,.. � :::; . .. ...,.....,��..::,......,... �� �,..,:.,.,�w:.....,, .., . ..� ; .::: O . � _._�._._ " : � .. wW� '�. _t M. � , .....................<r ... ..' , _ .., . � � _.. � . � ,. . . ' . _ . , �. ..<. ,.�� � .�.. :,�a. . , . :,. _ .. , .� � , � � . "3 �._ '� _ } .�..� �«�..�, -� _ . �, �_ : �.. :. , _ , , ' :.. . � , . _ .�,�..� a � � . ,� ,,. . __ .__ _ _ . _ _ _ _. _ _ __ , ..�...� .. � ,�- , .,�,, _. _ . _.. _ _ ..�, . _ . : �: __ _ .,_ _ .. ....:... . .. ....:.:... _ , � � � i .... .... .�...� :.... . . . .. .... .. , . . ... . ,, _ _ + _ . _ _ _ . s;. . .. �, ,:� _ ,... .,: _. . . ,..� _ .,., _ _. _ _ ,:,:. : .. . . . .. '�. . . C ,_ _ � _ _ . ,_ , , , . . _ < . . . I _ � _ , _�"�,? ,: , . , ,. . . _ . _ r _ ; � . _ ., .� . a . . < � . !� . rd � P� _ � ch I � � n I _ h I � � orfo �� �� ASTM A3b . � ube sha� e., sh �, . [ cc� � f� r.r� ta ��. � r 500 C a � . � �. c� � � n � � I � _ . ,. _ . �. . . �3 . �li structural stee � �roiled `sha es ir�ciudm la�es � �� d a� es , s a - r � �, � _ � _ . w n.. � , .� � . ��� �w.r�. 3 . ..� � � P � � P g � g . . , � �.�, ...4 � _ µ .�.�.� _ _ __ � �. _ . � �t _ . _ , , , _ � ..�. ,� ....� � ; ; , _ ; ; , _ o _ � _ . . . . . . . . . . . . . . . . � � • � . . � • �� �. . � . � . . . � � . . . � � :� r: .: . ::. �r . . .�. . . . . . . . _ .. _ . . ., . . ' � ::: . 's . . . . . . . • • • � . ':. � � . . ! . . . . .. �. :. �. � - : � ;,,'. _ : �:. .`�° . r.::. � � � � � � � �..1.. . . . '. �,.. . � �..,,,,. . . .... ;:- - . _. . �. .. �. . . _ .:-:: . . . �. . : . . . . .. ... . .. :. . :. .... . i. . �.,_.._ ...._... ,.... . . . . .::,,.: . .....: . . _....: ...,..,> . >:. : .,>:.:M . . _. ._ _. ��...:. ....._ l.. _ �.......... . . .. . . . ..:...... . .. . . .. ... ... . . . .. . . . . .v..o . �nn.x . . . . . . . . _.. . . . . _ . . . . . . ; . ; . . ._. i .. . .. .. . .... . . . _ ..L,. . � . . . . ; ... .. . ,. .: . . . . . . .. �.. ..:. _. . .;'�.. . __ W,..:: y. . . , .. .... :... . . .. . . ;. 'y�.n.:. .. . ..: ... . . �. . � � . i . I', � _... � � . . . . . ; .,. .. : .Y � ., . , � .:.. -. .:. vY: . : � .: i. .. 3?:: �Y . x:- . : . ..�s. . . . . . �. � h r irements shall be used . Steel su lier ma o ti � nall rovide ASTM ,� rade 50 . ; , � � � . �� � � � � , conform to ASTM A53 . The latest editions of t ese equ pp y p y p � � .;�.M._..� �.,.. �� �..�.. I . � . . .i . . . . . . . . . . . . . . � . . . .. . , . . . . . � . . . : . \ . .�;,M . �. ' � . . . � . . . ��. : � . . . i M. f 3 . . . . � � . � . . � . . . . . . . . . . . ' : .; �' � .. . . . . . . . , ,r . .-. ..�,.�"'� . � ,: > � ;,;'�. x °�.° ",�,, .,e„` REVISIONS ISSUE � : ,:,,.:: ` ' ; � '`'� .:;> .�r �'"�.:.:... � . x ,w. . _ .. .: � i °:, >< , _ _... ,. �,,.�,r... �.�.� � ��: :! ��: ; G :I � . � � � � . .. :� :: �' J� R. ; q . :': � ��.�w. f ¢ V. ::� :: . : -:Il . : . II . > � . . . � . .. f. A 2 N in t Iled to a re �ensioned condition usin turn of the nut method � n accordance with the AISC ; : .��� , ..� 4 � . � C . All structural bolts used in steel framing shall be 3 5 , s a P g ,, � ; ; � a� �..� .� : �� : � r� � � � � � , , , , , , - __ :: . . :.: ,� ; ; � r,.riw --� : ,: _ _ � � .. _. � � S ecification for Structural oints usin ASTM A325 or A490 Bolts . � P � � :.... � _ � � � _ # _ .,.. _ . . . . . . . . . . . . . __ . .. . ��� � ��� � � � a�Y wHpq�� oa��n�Y{CCiYXiQVtlN.,�y . . . � ....�......v........».......a. �,,.,....�., ' � ' ,.w`w. ..�R�,... '.<w ............ .w."��1 Y. :+m.a.�.•:a!mm.r...�m� �� . . . ._ _ .. . . .. � � . � . � . . . � . � � . . ; . . .. .I . F3� ! '" :. ; ? . ; � 5 . . . . ( . � � D . All weldin shall be erformed by an AWS quali ie we er. �� � ; 3 g P t " � __ _ I , : _ _ . . . . . . . �, .::_ ...._ . .. ' E ..::: . . ... . . ..::. v .::.: .i . _ , . � E . Dela aintin within " 3 " of field welds until welds are com leted . : � t` € Z � � YP g P ( = �� � � J �yp�ep! {}� }� T j ..�._v.. .......�.�. .�...� ....�. w ....�.:._._ �.......�. .._...,. .._..._ .�..� . ..µ�. � �j( @q �� �@ �l°'�"$ pp� .... : �.....m� . �........ � . . . � . . Y V 0 9 l'S b3 r f' . E ..l�. 7�� - �. ty�. . ' PNt �1w� i�^w 7� `„� _,'. ' 2..�. S $Y rM- 3 �,.� S 2� .f:� �+Y p��� .'h H .1 �l,' . . , S . . . . . }. rM . . 4 . � . � . .., . . . . . . . . . . . qqq . . ' . :. . :: .. ;; �c t"" ..a ..'�:� ,. ..i.,..w �" �,� '>:,��� �� � :� ��" � �^�� �� . . . . . � ,. _ i � . . . . . � . � � � . . . . . . . . . . . . . . . . . . . � � . � � � � � � 1 . . . . . ' . - � . . . . , ! . . . . . . . � � � � � � � � . . . . . . . . .. . � � r� '�, ,,�� � �.�..:.�..� �� �"� . �s � . � � � � ��"",-.,�' �....�, _ _ � � � �� � � ; � ,:. . .. ,x.r.�.,.....��.�, ,;.. - � � ; G rout: R°p /// ((�{� � � � F� � � � � . ; : Q t : _ � _ , . o � � � . . . . .. . . � . � � �� . • . � � . . . . . � • � � � Vr9�*Ja � � V O . .. .: ¢cZ S'.(xw„ ( ,�.�AMi. . .. �2 . - Q .. e :: A. � N �... . : : � � � � r. . # . . � . . ,�..�� � � . � � . ; � & '`� �°a3 ':��° i:.�:_ � � ^3'�q' ��.n y ,:� ���..* � ' ' ; . V :� . . . � � . � � =�w�...._._._ � . . _ � . . . ._ �:: . . � . h c lumn lates and steel beams a�t bearin shall be non shnnk non rnetallic e rout. - , � A. AII rout beneat o , , � _ __ � � : : ; g P g tYP g Q ; ya � � : .� �.�- z . . . . ; �� �>���J� �.��� �'°-��:.. . � :�� � :, ' _ — J E � B. Grout shall have a minimum com ressive stren h of 3500 si . � y - - I— T — ; , a �j _ _ . . _ . . . . � . � � �� �� a m�.,m�....m.,,,.! . . ' �: �'.::...+e � � �. ,�w,;. '; '"q' „` �'�°b, �"" � @"`""Q �C^' �i„ : „�". ...°,.w ..: voc.�:°`v" y . �.,,_ . / /\ . � � ` � � � . . . � . . � . . . . . . . . . . . . . . . . . � . . � . . . . . � . . � � � '�.' . . �i : . � . ..,e .::! y;,' � '.!. Y x:.. .. aT� � � ^ ��,a,r.,��3 s`�`��'' p, �,�. � �� ..: .,..,,„�?` . �. ' � ' � � � � ; � . � _ , a,�..r ; . . . . � � . . � � � . . � . � . . � . � � . . . . . �:::.: .... :._ ..:. . . . . . ...:, ........ . :._. . .:.. . ... ... .. ::b' � . . �/ / i� O 1 �......�..�.,�.�....�.�.�.......�.�.�..� .a.�.�...� . _ —� � , , . . ' _ Q W�/ � � ' • _ _ _ ,:. . _ .. _ _.:. /.,�� � ` � General Re uirements . q � - Z _ � O �; � . . . . . . . . . , ; : , , : - _ ,_ ; , , . w , �::m.�� .�..�w�_�..�.�.�.�.�.....�_w�.�,:���.. .� .:.. ..�.�.._:,:�._......._�:,. .M...�..��:�.. , . ,, _ , _ .�. .. .. .:__�:.__..�. .,.. � , ; � .�.... .,�... ..._.�...�.....�::�....�.,�.,.....�..�..:�..:w. .�._� .�.,w. �....... . -: _ . . ..,. e the com leted structure with all elements in their final ositions su orted and braced . The � - : o ; A. Structural erection and bracing. The structural drawings illustrat p p pp p �� � ��� _ _ � Z � _ �� _ , : � . . ; M,w.,., _ . _ ;. _ V � . . . . . . . . ;, �.,..�<;, ... _. _ �.�.,. ° ! , � ..: . , <! � 3 � ,�,, ,; �,. : . � _ $ . . . . " . .. . . .� �°`a"'h . : : .: > . :i . . : . . �. . :!.v_.Mw _ . .. . in as m be re uired durin construction to ach � eve the fi � al com leted structure . Conta�ct - � contractor, in the ro er se uence , shall rovide shorin and brac =:.� � P P q P g g � 9 g P � k�:�.� ���...�:� . _ � _ : _. . . w.... � � :;k�.. ; , . , .. . t i , . 1 . . . . : � - .��� .� : . a o �. 7 � .� �:�.�� - F en ineer for consultation not in contract as re uired . � � o � � � ; ; :.. � _ : . . ... . . . z k . . . . . . . . . . . . . . . . . . . . . . . . �. . . . . �. .. . :.. -0 . ' . . . . . . g � ) 9 _ . � _ a >': ,, . , � wM,�h.. � � : ; ; u . . . . � . . . . . . . . . . � . . . o � � . � . . . . � . . : . 2 . ,.?� a � < . . . . . ... : .. ;. . � . 1 . . . . . . • . � . � . . . . . . . . . :: . . .. . �.:. . . , .. . :: . . ; i � . .: .....,..a.< v,, ..,.�., , :::,�. ,,...:::...., ..,.#. .'!. , t ... : .. .: : . . .: � '. � � . . . . ; . . . . h � . :.. :: : . 3 . . �. ... .. . . . . .. .. "�� . . : :� �q��:,. . :.. : . . : :f3: . . . . ( ' _ .: . . � �:... � � .,.,. . . . .1.: . .. . : �� .: r . ;::. . . .: y . . . . -. . i. . . • - F :�. � ;: .:. �v�¢m ..���.:.M. . .. . . .. ...._n...w.... ,.:. . . . . `W�� :e.,,:' : . . :. . : � : :i . . ,.::. ..... ... .. ... .. . . . . . . . ... ,.. - . ":xa- . _ . ::. . .. :� ::. .. . .. _ . . .. .. % w�„�.::.b. 3 .. . . .. .. ...... . . . . . .:. .wp. . . .. ,.: . :. . .. .. ... . . ._ .: .. _ . . - . .. . . . :. .. . . : . . p . .. . .:. . ... `m. v....�.........w....w.....d_ . ' �..:i� .:�a �. ... . !:: .�.e . . .... ...... . . . � p:' . :. . ..u.w+xe ,�>�:; t . �v�......+.....�m . ._ . ... : .. : :. .. : ':�' "'�F� �u� . . . . . .. . ..w.+. .w�� nww �wv. m..• • �.�-ynav... w..w•-v.�_+� .."`,w. ,. . . ......,....y..wX, ., . . . . . ' � :: . ,:. 4 ... . . .. .. : . . . _ �+ v.. . . .i. .. :. . . .. . . . . . . . .. ... -:� ._ ._. . . . ._. . I nd miscellane us steel to structural en inee � for i �view rior to fabr �eation . This review _ _ . . � B . Sho drawin s . Submit sho and erection drawin s for all structural steel � o , ; ; __ : . � � . � - . _ .- , , _ __ e� 3 P g P g � g P _ . , � � � M^ ; : ; _ _ � , ;: , � ; ��: . ; : ; �. ( ' . . - ' . . . . . . . . . , _. .....� ....... ........ .:. ..��.., . . . . . . . H �..: .. . . . . .... w. . ........ �. ..�. . . . . :: ,: � . F'- : :: ,_ . � . . . . :: — . ,,._ . . . .� . .. .,.;<;:.., .. .__ . :. � � t � � . � . . . . . � . � � � .. ..,. . .:.... . . . . � . . . . �i ; .. . ,. . . ; .. . : � . ,. :� . . " a� .'. 7 :::, . . . . :: :�. � '�.; i ��_.�. . . :.:. . . . . . : .. . : � 's . . . . . �. ... � ' .. . ;. . . � . . ._:...... . .. ._ . .,.:: .._ ., ....... . ;:>.. .. :...::::. . :>,:. .,...,....,: . :J. ..:::: . . I. 3 i f n i m ri r t rit en revee of the sha drawin s will be , ._ _� ,�. .: . �... � r.. _.� .. .... w. _R.�.�... �.... _ _ _ . _ �. � . ; is for eneral com liance with the intent of the structural desi n . The man � facturin or fabricat on o a te s o o w t w p : � ,.. � , _ _ �„ ; g P g g Y P g � , � _�...... ......� �.��..v. .�. ��. _ ; ; O , . . . . . . . . . . � ; w � � . . _ . � _ . : i i dim n i n nd rdin i n i h ther tr des . _ _ r� _ ; _ at the risk of the contractor. The contractor is res onsible for checkin aant t es , e s o s a coo at o w t o � . - , V , � P gq � : , 3 � . . . . . . . ` : . . . . � . . • � • • � � • • . � . � � . . � • � • • � • � . • �. . . . . • . e . . • � � � � . : . i •,: ,�.>, .: : � .. . : . ; . • :' . W � :; . . . . . . . . • � •� . . . ;..; ��: . . . . �! . . . . . � > ;' ,: . ;: ; . . ; . :t . . . . • ' � '� � � �: �.: :.. s . . :. > . ... , � ' ��.. _. .i..._ ..... . -'. . ......_ !._.. i.::......... . '._ . ::.;- ;..<.: ,. . . <�:�. . �.r . . . . �. . :: .::;... <.:. F . . :.:�.: ::..:,. .:.. .. :::,::: . _.... _ .. .. . . ...... . _ .._. .. ' .. 3 . � . . . i. . r f r i i dim n i ns I ati n framin found tron and . _ _ _ _. ,� _ _ _ � C . Existin structures . Where construction ad oins an existin structure , the c� ntractor shall be es onsible o ver n e s � , e ev o s , , a - , g 1 g P fY � � ,�� _. - �L '. �N " �� '. -_ b � I. . . . . � . . . . . . . . . . :' :. ! � . ',. ._ : .. . '�..v.. ..........n ' : .w.+ . ..�.d.v.:..+....v.v..�`........w<..w.....w... ...w.� . . .r.w..::...w........w:.S� ....:.::o. ..:..:... ....yn ...... .::..... . . : � � . . . !� � . . g ' : W _ ;.. ; ' ' ; , , .,... � . :. :.. :.i.. ..__ . ..........::_ . ...... ....: .._......_.: .:.`..... .:::: - .,. .. ., . . . 1 . . . . • . . . . . • .;: ,�.: _ _ , _ _ W r ; ` ' rk h n n th structural lans . Und � r innin shorin and bracin of the existin structure shall be the sole r� s onsibilit of _ ; - : W � ' anything else that may affect the wo s ow o e P P g� g � g P Y . ` � ` ; r ; - � _ � r .� � �` ; . 4 �{ . � . � . . � . . � . I . � � . . � . � . . . � . . . . . . . . . �. "v..F`t. "�"°'°` '� �+..,,,.:� ' t . 3" � �� � ' . ._ . . . . I . . . � . . � � � :. . . . . . . . . �ac..,: �^.„.o« .. _,,,,,,. . . .. ... . :.... . . . ..: :x.'�' . .:.. . .......... .. . _,., ..::. . _:: r�• :�,..�a�. ^w..:;`:°"' , . � . .. . . , .. H a �, M„, �..�.,; . he c ntra.ctor. � � � � .� ;- a �� r � �.. �. � ��.w � � , . w . . 1 t O �.� � ; � s� � .� , � � � �-:� �. �,�� sran�P , , ��� ��; �.. ..;����� �:; � - _ . ..�.,,.. , � � . . . . . . . . . . .: , ��:. . � . ,, _ , ��,.� �" �� . _ . � , ; , � .: . . .. . _ � � D . Dimensions : Check all dimensions a ainst � eld and architectural drawin s rior to construction . Do not scale drawin s . � g g F � ; ; , :. , ., _��� . : ; 0 REGjs , _.. .. . , .. _ .. . _ _ _ . ... . . Q� i , , , , , . . . . . _ _ _ . , , ,: < O � . ; ;; ; ; < ; �, > . _ �. �.,..< - :. . ,? ; �:Y � � � � . : :I� �q . . . . . . ... . . :. :':! . YMtv'. :: Y. :... � . 1 . i . . . . r i n r i es . The eneral contractor is res onsible for means rrethods ` techni ues se uences and rocedures fow construction of this rc� � ct. Nati . � � : ,� ; ; : � ; . E . Const uct o p act c g p , , q , q p p � fY �...a : � ��� � w �. � �; � � ��: � : � � , ;� .� �., ���t � � � .�.� � � �� . � . . . . . . . . . . � , .. . _ �% structural en ineer of omissions or � conflicts between the workin drawin sand existin c � nditions. • ; g g g g _ , _ . .. .. __ _ . _ _ __ _ ; � . � . . . � • . � . . . . . • . � � . :� . � . � � � . � . � � . � ' � � . . .. . • � . . . � � . � . . . . � • . � . • � . . . � w . . . �. • . � . � . � . . � . . . � ' . , ( : : - : . .- , � i'. . ; � : . . ; � : . .: :: . . .. : , . .: . . :: � < : : � , r . , : . , : a9 z6 �� � � - � � rdin r ir ments for mechanical /electrical / lumbin enetrations t� rou h structural elements with structural en ineer. Pr or to instaiiat on c�f such ' ' � : / / , F . Coo ate e u e q a . _ - � a P gP g g _ _ . . . � . . . . . . � � � � 4NA ; � ' ! ; ntr r h II furr� i h r° i d ' _ _ i m n r h r i ms t be attached to the structure the contractor s� all obtain a roval for connections and su ort. Co acto s a s � u re ; equ p e t o ot e te o � PP PP 9 , . __ .. :. _ :. , , : _ ; , �; 7 . . . . . . , , ; _ _ _ , � han ers connections etc . re uired for installation of such items unless s e. ificall noted on lans . _ - . -- - _ : . , ; ; g � � 9 , p y p _ _ �:. ;: ,06 No. , , , , , , , . . � h��.. . . , I I 089 , ; 4. . ., .: ,�^"' . �""°, .;�_ r�' �'° , '� . i, ': I ii `, i E--_�—�-�� F,,� ; g,�.„...�: - X . .,. . : � _r.: _ . : ���.�--�� —. � . ; . . , . . .. .. . , . . , .�.Y' _. . . , . ...w . . .... a� . o<. . ,�...: : . _.,.A . .:. . .:._. _ . � � _ i '� . : . . . . 5�...w.,�.. . . � 1 _".�. � . . .. . . . , °� ..,� _ _ � _ � �. ,_ _ �� . _ .� . _ ,. . . ,. ,., ..... , _.. . :.. ,,... _ _. � .: :. . � . ,: :,. .� : . : _ r i n h II in rd n i h h latest edition of �he I � � . ___ , G . obsite safet is the sole res onsibilit of the contractor. All methods usedfor const uct o s a be acco a ce v�r t t e � � Y P Y _ HEE . �.. . ." p. �Y : . . : HOA �.:>�H . . . . . . . . . .. . .. . . . . . . . . . . : . ,.. ..6:. . ' -, o:: " '. 2' . } . rv . . . _ � ° .� s r rvo � . � . . �:' . . � . . . . . . . . . � � . � � . . � : � : :. : > -� ,. . = weo�,q�MMv..�w. . . .. ; :• ".�}'�d°"' :: .: . , i R�.'.... "��'� • . c ., ,w. -mn...w?I:_ F„.Y�. <:o : . ' . - i � . . . . . r � � � . � . � . �: t. . � . � � � � � •� � • • • • � • • � . � . . • • � . � '�d wa' . . .:� :_: f .. . �,..:m:�: . . : .,. ::ka" ., � . . �' '� .! :: ' . .. . . . i . . � . . .. • � • . : .. . . . . 5 I. ': ' .� :.:... I : .w.�:«. ; .: -,°. ,�. . . :. . �.it. .. . � "n` `�e:w�......x. � :: :: . . �. �i . ;. . . . . . . . : , �.i. . : _. . . .. . . . . . . _ _ . ... . . �.. �. _ . . . � k �«�""" . , .:. ,.::;, . � :;.:. "°� � � _... .. _. ....... ........: . � _�. .>. � � ��_. . _ , , ,_ ,�. �_.�...,�.���a,�....r>.,.�.,,_..�....� _�.�..�.....�.�..�..�.....�....�.:......�.�.,�.,..>,......,m _ _..�..,�.�, . , .- . _.. . _, __.... !_... . __:: :. <.: � ��� ; ; � , 3 H . The structural en ineer ma make eriodic observation visits to the obsitefor determination of eneral conformance with the constructio �n ddcumen sA Such r g Y P 1 g . _ � � � � . . . . . . . . . � � . . . �� . . > . ... .. , _ : � _ ; ... . � . ��. _ _ _ _ � _ _ , ; ; � , �, � I n r lace re uired ins ections b the overnin a �thorities or serve as s ecial ins ections as ma be re uired b Section I 7' c�f the - observation visits sha I ot ep q P Y g g P P Y q Y # f : _ . _ , ; . . . � � ' ' _ , ; , _ . . : ........ .. _ � .: . . . ., � . i , � International Buildin Code . } g c� � a : w , , . . . . . . i. _, , �:;... � �,� � ,,: ::;::: , .... ... , , . ::,. , <.. , ;: _ ; ' < � � ; i n d m n di r nci s r rnissions rr� a occur. Release c��' these dr�.win s - ; � I . Thou h eve effort has been made to rovide a com lete and clear set of . onstruct o ocu e ts , sc e a e o o - ; : _. g rY P P P Y g _ . _... _ � , . : . . ... . . . , _ s . . . ', , . , . . . . d _ - ; ; i ; ; < � ; ; r i n and continued communication between the contrartor architect and en � neer to rovide the best oss � ble structure . These dra�von s h �,ve anticipates coope at o , � P P g . � . _ _ _ . _ __ . __ , ' ; � � � , � � � , , ; , < ; ,. ; , , , < < > � � � � been re ared for the use of a ualified contractor experienced in the construction techniques and systems depicted . � � � P P q � � � . � � ; G s �_ ___ _ _ , . � , . t _ . � � .���u�.. � . TT . � . : �.�._�_�.� : � m . . � T