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L.__ _ _ _ __ _ _ __ � — _� _ _ � . i ! 0 � f , , l ^ I , � � , I � � I ,`, WALL BEAlI7 ` C ,'� � i � � -------- -------- -------- , : ;, r--------- � r-^------- � r--------- - � I „ � I � � � � � p ._.., � � � � � � � , , � � �' i i i i , i i � i ( � ..� � i i i i i i � � � �� � I � � I � ; 1 ; � _ ► � , , � , � , � , � , � ;A � � � � � � = ( �`"`- i I i i I i i ( ; ' s3 � � , ► ► � � � , � � � - ' - - - ' - - ' - - - - ' - - ' - - - -' - - - �--- - - - - - - ' � ' T I � '_1- � T T 'j� � ' < � i f I I I I i � '' I I 1 I I I I � I I 1 1 I I N I 1 I 1 I I I � I WALL SLOPES ' i I i � I i i I ,� � WA1.L SLOPES , --� i i � t I I _ i � i i i i i i r� 4'-4" 6'-11 7/16" 10'-6 �f/I6" � � t � � � - = � � i I i i I i i I i I O O � � i 4" � 10" i � i i � i i � i 10" 4" 11� (`I �--------- --------- -------- --------� --------- ---------' � " , � � 1 3 � � � EX ST NG � I FDUNDATION I �= I , � ° WALL � '" 801LER LOGATIONS I � ;,= (RE: MEGHANIGAL PLANS) I .. _, . � _ � � � � � � ' ab'-6" _ � � � �� TOP OF � � � � N � � � � (() � 5�--� 10" GONGRETE SLAB W I TI+ - � I ( � ( ,, #5 AT I'-0" EAGH WAY _ � .,� m � ,; I I � m ' AT BOTTOM ON 4" GRAVEL BASE j11 ,i I �` �., FOO7`ING I 'c�. � _,. ��\ s. �,� � STEP � `µ� � � FOOTING I ` �, `�� ��.� �� `� - WALL � STEP EPDXY DOYVEL ., x `�\ � .fl � ±` BEND � WALL BEND �� � �5X3-O AT 1—0 � �w- 4 �� � � [I I�'-b"7 � :� 53 � [t 12'-8"J O � �� � �� \ � ,\ 1'() ,�° WALL WALL WALL WALL 6" DEEP INTD � ' ��`� �� _ (q7'-10") � �`R STEP STEP STEP STEP " ( � N EXISTING RET4INING '\��",^,; ��� o ` �� " ���, �--— � ——— —-- ,,.< — (G'1-10 ) — — — — '� (� - WALL, TYPICAL ��\ \�`� �` �� - � � dy _ � 1.-t • �,\ ' \`�` \� - 106'-10" � �I00'-6"7 - �ftab'=ta"J—t -- � \ \\\ \ .\ `�\ «�G Yy^ ^� Y 'f tu' rY i ������ ������ .' e. . � ' . < �. ���� � ������� � \ 1`` �\\ ":� t"1- � ln—F e � � c - �r j � .. _ i �� t \\� �y �.. _ �..� rf �`�� �`� � � � 1 11 �� � � � �'Y� �� � 1 1� ��� � � � � � _ � � � � � � r � � � � Y ry \� ., ,d. N [100-6 ] [I1�-8 l d- -i ry `� - ---- O _ ~'�� \`�, � � � � � 0 \� " '�_, '`��. � ' � � � � � , �\ � \,, - I � I I j I - 3 _ ( 6" ' � 'T � � ;� w,��. sr�p � ��° � � s � I I � iv � N � � w�� �. � �_, .,� s,-EP O �\ `"`"� .� � � :, t STEP � SlEP � � ��' � '�. � �,, ;� wa�L � � � � � � 4, . 4„ � � � � (ab'-6") ;o U , ��\ . � � � � � � � '\\"�.\\ � �' �a�i-6"� `� — �q(�" — — -—� — — — ` � � — -- ---- J I I L - -- --- — - -- - - J ( � (io2�-4��) � � . � � ±=��,., � �', � � � . , . , � � -- .\ \ ,j, j` ,�,". �;.. '-m' .`'' .� ' ''- ` A 2' T r -- -- - -- --- ' - ---- --,--- � � - ��-- -- - - - - - --- - - - J �-- - -- - - - -- - - -- - - -� — - - - - - - - - - - - � . �. 102'-4"�______.. ;� 102',4" — � � b � ; � 5 53 5 ....�,� '"�'� � 3���� ���-0�� �4�_�" I�'-O" I'-10" 53 ��r��i' C(��C�r .Z'_�a ���,..�(�' �3�_6" �$�_,Q,u ��_2 u ` Z I'-10" 42'-O" � , ' .� , . � � �O l,Gl�l,I� �� f 01�1 �'� �1�I, I/4�� _ ����� FOUI'�lD�4TIOl�I 1�iOTES: '� I. DA�TUM ELEVATION 100'-O", SEE �RGHI'fL�.11JRAL DRAWINGS FOR AGTUAL ELEVATION. �. [XXX'-X"] INDIGATES TOP OF FOUNDP�TION WALL ELEVRTION. 3. (XXX'-X") IND�GATES TOP OF FOOTING ELEVATIOt�I. � 4. GONTRAGTOR SHAL.L FOLLOW ALL REQUIREMENTS LISTED IN SOILS ' REPORT. ' S. GONTRAGTOR SHALL PLAGE (3)-�b VERTIGALLY FULL HEIC�HT OF , = WALL AT HIGH StDE OF AL.L iNALL STEPS -IIGHER THAN 4'-O" IN f�DDtTION TO WALL REINFORGEMENT SHOYM OTHERWISE. ��--���� �O� , . � 6. FLOOR ELEVATIONS ShIOWN ARE AT TOP DF SLAB. � 'l. FOOTING ELEVATIONS SFfOWN ARE MAXIMUMS AND MAY NEED TO o BE LOWERED DUE TO 501L GONDITIONS. `�ERIFY GHANGES WITH � � STRUGTURAL ENGINEER. m � � b. PLAG� SLf�B ON GRADE ON STRUGTURAL GOMPAGTED FILL AS � �' OUTLINED IN 501L5 REPORT. �� �.�'�'--��a�� r^ s .>=�; � ' � q. GONTRAGTOR TO GOORDIhIATE ALL DIME►i510h15 AND DETAILS ro `t•z:`.� `� g 'u�,i � � oz ��� . ,� � ��y -y �� � R .--� �� p ��{-�fi��: r1GJ�;SCJ�ti"� 1 , wo4 WITH ARGHITEGTURAL DRAWINGS. ��� �. . ,R-„ Y �d�9 r� ' �4% � �`�.� ��� 1 L� `; � , ' ' � t+ . � _ ._._.�._._____._._..._�___.. . .., -- - -_____..--.__. .-__-_ ,rt _ -�- T -,�--�-...--, -r�--r r F -. , ....-,.,,. -�.�. . , v--., �...,.--.�.�� . , ..-.. -, , .,�..T-. �.z .,� ,- ,. ..-�-w '_._-" _ -' -,� .. ,- ,,...-.... � �-.,.._ .._.m . .- _.,. ,.� . , -_--... ._---�_ ..., �. ..-._..-_,.. ., a .. _�...,. _ ..... .�-z ' ' - � _ __ ,--. r , ' ^' -r --. u. ,,. .. . . ,. .._ _.,-..- � ��� ' ` 4. . ' I ., i .� } r , � -, r: . , � , , . .-e �.-a -�.i . .,..Y - ,. .. „V--r--*-".-.-.. .. � i.-._.,....,. �- :-,.' -. -,r.,-..rt-,� �-._� � �r-� --T ��-. .._ ., -,.� ,. ,,...-,�..- „ - _ _ , � _ ... -.-.. �a T,-., -. �..—. , .., -.� - .r,.- . r -a . .- r -o - .,,� , ., - -.,. , .�r - --, ,,- � � r � �- ,. , i -,� � a ' . � , i < � , ... � � � � ' , � .. _• � , � ` � � , , ` _ � � �y � � - � ' � � ` � i a , . � ' ,� � ., � � 1 ` ' � . ' ' � � , i ` ` � � � ` ' GEN�RAI. NC?TES , � ' ' � , , ' ' . _ , , , � , � ' 1 , L tVE LOAbS USE4 IN RES IGN: ' � � � ` , , " A. ROOF 100 PSF D: ` PRt3V IDE ALL' EMBED�ED ITEMS IN STRUCTURE AS NCiTED ON `Af2CH tTEC7URAL. ' � " , � , , MECHAN (CAL, ELECTRICAL. AND STRUCTURAL DRAWINGS. MISCELLANEQUS r i '"'", , B. TYPICAL FLOOR - 100 PSF - EMBEDDEQ tTEtviS AND ANCHOR BOLTS 5HALL 8E FURNISNED BY STEEL SUPPLIER � , .AND lNSTALLED BY CONCRETE CONTRACTOF� . STEEL SHALL FtJLfILL ASTM A36. - } C. W1ND ' , - 1 . BASIC WINp SPEED 80 MPH E. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVl�W OF A�L STRUGTURAL � ' 2. EXPOSURE g STEEL ANb CONCRETE REINFORCEMENT: THE MANUFACTURING OR FABR1CATfON OF ANY � , iTEMS PRiOR TO wR1TTEN REVIEW O�' SHOP DRAwiNGS wtLL BE ENTiRELY AT THE RiSK � ' � O. EARTHQUAKE ZONE I OF THE CONTRACTOR . , 2. TESTING: F. ' WATERPROOFtNG, VAPOR BARRIERS. WATERSTOP. ETC. . SHALL BE AS SHOWN _ , , ' � QN THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN 7HE SPECIFICATIONS. ' A. CONTRACTOR SHALL FURNISH OR PROVIDE COORDINATION FOR TESTING AS REQUlREO ' ' � , BY THE PROJ�CT SPECIFICATfONS . THE TESTING PROGRAM SHALL BE COORDINATEO WITH G. ALL DIMEN510NS ON STRIlCTURAL DRaWINGS SHkLL BE CHECKED AGAINST FIELD � . THE PROJECT OWNER , ARCHITECT AND S�RUCTURAL ENGINEER . ` ARCHITECTURAL DRAWINGS. ' - ' � ' B . IN THE ABSENCE �F OTHER REQUiREMENTS. THE CONTRA�TOR SHALL FURNISH � * � , � INDEPENDENT TESTING OF S4tL COMPACTION. CAST-- IN -PLACE CONCRETE STRENGTH AND . � , REINFORCING, TO THE EXTENT NECESSARY TO ASSURE CONSTRUCTION IS IN " �--� � COMpLIANCE WITH THE CONSTRUGTION DOCUMENTS . ' � 3. FOUNDAT IONS: ` � _ E-+ ' � A. TH� ALLOWABL� SOIL BEARING PRESSURE ASSUMED IN DESIGN IS 2500 PSF. THE ' CONTRACTOR SHALL RETAIN A LICENSED SOiLS ENGINEER TO INSPECT THE FOUNDATtON � ' ' � EXCAVAT I ON. Sp I LS ENG I NEER SHAI.L VER i FY tN WR I T I NG THE ACTUAL SO I LS CAPAC I TY I S ,42��N ' , ` " r EQUAL 70 Of� GREATER THAN ASSUMED . � , , B. aLL FOOT iNG B�AR ING ELEVAT IONS SHOWN ARE ASSUMED. EXACT BEAR ING EL�VAT IONS � � � 'i'-8" ii'-5" � II'-5" 11'-6" � w SHALL BE VER1FiED tN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH �, � APPROVAL OF SOILS ENGINEER AND A�L BOTTOM OF FOOTINGS SHA�L BE A MINlMUM OF ' , 48" B�LOW EXTERIOR GRADE. , � � I , C. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED. NATURAL SOIL OR PROPERLY � � ,� � - � ' COMPAC7ED BAGKFILL. APPRO\lED BY THE SOILS ENGINEER . BACKFILL SHALL BE � � � , � � � � COMPAC7EQ TO 9590 (MINIMUM) STANDARD PROCTOR O�NSITY UNLESS OTHERWISE � - � RECOMMENDEO 1N THE SOILS REPORT, IF SOFT 5POTS ARE ENGOUNTERED REMOVE SOIL _ I � ( � � `* � a � AND RECOIvff'ACT WlTH APPROVED FILL. (RE: SOIL REPORT FOR DESCRIPTION OF � c� � , � � BEAR iNG SO{L. ) X � � $�uW � ' D . D4 NOT PLACE BACKFILL AGAINST WALLS UNTIL FLOOR ANQ ROOF SLABS ARE IN PLACE. � � � � Q--� ' � THE SOUTH SIDE OF THE BUILDING SHQULD BE BACKFILLEO PRtOR TO BACKFILLING THE � � r ,� a� �� , , NORTH WALL. � E. CENTER ALL FOOTINGS UNDER WALLS COLUMNS OR GRID LItVES UNLESS OTHERWISE `^'''y"�``�a',';``• "" '�; �,`,� �` �y�``r�'f'�- ",�'` ;� - ; ' '''�'� `y�, ' � � " -�` "` _ a";�F �,ti� - ' " '�`i„ r NOTED ON PLANS. � � �`��j'� �" ;�}��� �,� �, � �s F. CONTRACTOR TO PROVIDE. AT HIS EXPENS�, FiELD DENSITY TESTS ON COMFACTED FiLL ' � � � UNpER FOOT INGS AND INTER IOR SLABS -ON -GRADE. A M IN IMUM OF ,,.,,__ REPRESENTAT 1 VE � f , 1 1 � TESTS SHALL BE TAK�N FOR EACH F�OT ING AND SLAB -ON-Gf�ADE . '; `,� - � � � � � � , G. NOTIFY SOItS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE O • INSPECTED PRtOR TO PLACEMENT OF ANY FILL OR CONCRETE. i i i � "-' � 0 , 4. CONCRET�: � ' � � � 34'cD RDOF I 34"m R40F 34"Q> ROOF � , , A. ALL CAST - 1N -PLACE CONCRETE SHALL BE MADE WITH TYPE ! PORTI.AND CEMENT, � = 4 SLAB PENETRA710N i SLAS PENETRATION � SLAB PENET'f�ATION _ STONE AGGREGATE AND SHA�L DEVELOP 3500 PSI COMPRESSIVE STRENGTH IN 28 DAYS . ''' � . � B . 1 F CONCRETE 5UPPL I ER PROPOSES USE OF FLYASH HE SHALL PROV IDE OWNER WITH '��� "�k�'�' �' ? ` 53 ` LETTER INO iCAT ING COST REDUCT ION AT T !ME OF B ID. THE MODULtJS OF ELAST IC ITY OF , ��� � �'� �"� � `''� ��'� � �� , , ALL CONCRETE SHALL EXCEED WC1 .5 33 ?F'C (OR 57,000 ?F'C NORMAL WEIGHT � � . , CONCRETE) . , yv ` - S`�I - - - -� - � - - - - - - - - - - - - ��'� ���, ��� ;� ,��� � � � � C. CONTRACTOR SHAI..L POUR SLABS-ON -GRADE CONT INUOUS ANO SAU4CUT JO INTS. JO (NTS t�+. � �,!� "1 � � "�. � �� � � SHALL BE SPACED 15 FEET AND SAWCUT 1 " pEEP X 1 /8" WIDE W1TH iN 12 HOURS AFTER � �� �%✓ �`�: �:� �I`� ' �� ' T � POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT, x`k - � - r _ . � , D. SL�48S. TOPPING, FQOTINGS. BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A � , � ' HOR IZONTAL PLANE. ANY STOP IN CONCRETE 1ht�RK MUST BE MADE AT TH IRD POINT OF 48"� PREFABRIG.4 D 4b'� PREPABRIGATED 4b"<D PREFABRIGATED m _ � SPAN WITH VERTiCAI. BULKHEADS AND HOR IZONTAL SHEAR KEYS UNLESS OTHERWISE ' GONGRETE FWE GO�tGRETE FLUE GONGRETE FLUE � � SH01hN . AL,L CONSTRUGT I ON JO I NTS SHAL.I. BE AS DETA I LED OR AS REV I EWED BY THE • "`� ENGL05URE ENGL05URE ENGLOr-.�l1RE � , ENG INEER . ``�� �O ;.,,`� T) � E. ALL CONCRETE WI�RK AND RE INFORCEMENT DETA IL ING SHALL BE IN ACCORDANCE WITH =-�� #6AT 8" aT - ACf BUILDING CODE 318 LATEST EDITION . UNLESS NOTED OTHERWISE ALL EXPOSED ,^ r BC�TTOM , _ EDGES OF CONCRETE WORK SH,4LL HAVE 3/4 INCH CHAMFER . USE STANDARD HOOKS ON ��,��: � st5�4T i'-O" � DOWELS UNLESS OTHERW(SE NOTED . - A7T0�, . � ° 1 0 , � 5. RE INFORCEMENT: rz:: dJF ' , �p �� , A. ALL RE INFORG ING SHALL 8E H IGH -STRENGTH DEFORMED BARS CONFORM ING TO ASTM z�� d� �H � ' DESIGNA710N A 615, GRADE 60 EXCEPT TIES, STIRRUP5 AND PLATE ANCHORS WHICH � + +�`; �Q �Q SHALL $E DEFORMED BARS, AS'fM DES IGNAT ION A615, GRApE 40, � �u B. WELDED WtRE FABR tC SHALL CONFORM TO ASTM A185 AND SHALI. BE LAPPED ONE FULL ( � �^`�� �""' MESH AT SIDE AND ENQ SPLICES ANd WIRED TOGETHER ;; ,, C. RE I NFORCEMENT PROTECT f ON: � : _ �_ 1 . CONCRETE POURED AGAINST EARTH 3" � """ � ` 2. CONCRETE POURED IN FORMS (EXPOSED TO 1N�ATHER OR EARTH) 2" \�� `;�.� � 3. COLUMNS AND BEAMS (T IE BARS) 1 - 1 /2" � ,;r' 4. SLABS AND iNALLS (NOT EXPOSED TO WEATHER) 3/4" ` �'�� �-��,\ , � �"�"" � ' �.� ~`��\ �, �.� � � D . NO SPL fCE5 OF RE 1NFORCEMENT SHALL 8E MADE EXCEPT AS DETA ILED OR AUTHOR IZEO � �'� . `��,:� ' (\ � BY THE STRUCTURAL ENG INEER . LAP SPL ICES. WHERE PERM IT�ED . SHALL BE A M IN IMUM �.� �, `�� `4�� '� 1. i OF 36 BAR D tAMET�RS UNLESS OTHERWISE NOTED. MAKE ALL BARS CONT INUOUS �,, �•.� '� �� - °�"`� � AROUNp CORNERS. \ ` �` f� E. PLACE TWQ' #5 �PER $" TH ICKNESS� WITH 2' -O PROJECT ION AROUND ALL OPEN 1NGS IN �t� �'� \\�\ '` � t:,.' ;�" `3' 'z' '` " °ru," ''F'` ;1; ' !�.- CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROV I DE TWC) #5 X 4' -0 D I AGONALLY AT �� �.� �` ' , O� ' EACH CORNER . �� �� _ � �, �, � `"�, , � F. CONTtNUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS � � `� 2 '4' , � O FOL.LOWS: TOP BARS AT M IDSPAN . BQTTOM BARS OVER SUPPORTS . - �,, �',� � I 5� � ' ' , G. PRQVIDE ALL ACCESSORiES NECESSARY TO SUPPORT REINFORCING AY POSlTIONS ��. �\� ' V SHOWN ON THE PLANS. ALL REtNFORCEMENT TO BE HELD SECURELY IN PROPER `� \, � - ` , POSlT10N IN ACCORDANCE W1TH THE LATEST ED (TION OF ACt 318. �'� - - ,� 4 6 . STRUCTURAL STEEL: `'� ° ` . \� � � � A. ALL STRUCTURAL STEEL SHA�L CONFORM TO ASTM A36 EXCEPT PIPE COLUMNS �M-IICH � "-' — - ----- - -- � � � � SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS Tb ASTM A500, GRADE B, I.ATEST � ' EDITIONS. STEEL SUPPLIER MAY PROVtDE ASTM A572. GRADE 50 AT HIS OPTION. ANCHOR , � � - 80LT5 SHALL BE A307 STEEL AND MISCELLANEOUS EMBEDDED ITEMS SHALL 8E A36 4�,_�„ � � , STEEL. , `� , �. � B. STRUCTURAL STEEL SHAI�L BE DETAILED AND FABRICATED �N ACCORDANCE WITH LATEST " PROVISIONS OF AISG "MANUAL OF STEEL CONSTRUCTION. " � , C. UNLESS OTHERWiSE NOTED , USE STANDARD FRAMED BEAM CbNNEGTtONS WtTH STEEL , , BOLTS PER RISC "MANUAL OF STEEL CONSTRUCTION" TABLE II -A WITH A325-N BOLTS OR 1 , WEI.DEd EQUIVALENT. SELECT CONNECTION AT EACH SPLICE TO SUPPORT 609b THE . - TOTAL UNI�ORM LOAb CAPACITY FOR EACH GIVEN BEAM AND SPAN . , - , D . MINIMUM WELDS TQ 8E AISC AND/OR AW5 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET �„� , UNLESS OTHERWISE NOTED . `� , � E. ALL WELDERS SHALI. HAVE EV!DENCE O�' PASS I NG THE AMER I CAN WELD I NG SOC I ETY � STANDARD QUALIFICATlONS TESTS AS DETAILED IN AWS D1 . 1 . ' 1 " 7_ , NON-STRUCTURAL ELEMENTS: � �r , ' A. ELEMENT� SUCM AS NON -BEARING PARTITIONS� ETC. ATTACHED TO ANb/OR SUPPORTED � - 8Y THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL �O�� ���� � �� �� �� MOVEMENTS. � ' , B. � IRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVtDED AND SHALL MEET �/4" = �'-O" � ' ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIPIED BY THE ARCH ITECTURAL DRAWINGS. STRUCTt1RAL STEEL MEMBERS SHALL BE CONS IDERED NOTE '�'�' : � ' UNRESTRAINED UNLESS OTHERWISE NOTED. ' I. AT EAGH SIDE EaGH 34"cp ROOF SLAB PENETRATION faDD (4)-�6 S. GENERAL: � AT HOTTOM AND (4)-#5 AT TOP, . A, ENG INEER'S ACCEt�TANCE MUST 8E SECURED FOR ALL STRUCTURAL SUBST ITUT IONS. Z. SEE SEGTIONS 2/53 AND 4/53 POR P�RAPET REINFORGEMENT. , � B . VER 1 FY ALL OPEN I NGS THROt1GH FLOORS. ROOF AND WALLS W I TH MECHAN I CAL AND , 3. RDD (6)-#5 DOWELS (SEE SEGTION I/53 FOR DOWEL DIMENSIONS} FROM : ELECTR ICAL CONTRACTOR5. VER I F ICAT ION OF LOCAT IONS, S IZES, L INTELS, AND WALL INTD ROO� SLAB AT EAGH GORNER. RE�U IRED CQNNECT IONS ARE CONTRACTOR'S COMPLETE RESPONS IB (L ITY. " 4. FOR WATERPROOF(NG OF RODF AND WALLS 5EE APPROPRtATE SEGTIDNS �f I��� ��: C. PR IOR' TO INSTALLAT ION OF MECHAN {CAL AND ELECTR {CAL EQU IPMENT OR OTHER AND ARGHITEGTURAL PLANS. T"'i � �' ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS ° AND SUPPORTS SHALL BE OBTAINEQ. UNLESS SPECIFICALLY DETAILED ON - �ARCHITECTURAL AND STRUCTURAL DRAWINGS. RESPECTIVE SUBCONTRACTOR n � SHALL FURNISH ALL HANGERS. CONNECTIONS, ETC. . 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