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29'-0" <br /> � W10 & CORBEL f� �y�p 30'-8' V . � <br /> 6'-3' 21'-9' 1'-0' 2'-6' <br /> 10' 3'-4' 23'-2' �� � $ <br /> � �(. o <br /> � � � a � � � �� .. <br /> » a M Z �'n $ <br /> a N � �r w � $ <br /> m � " � Li <br /> o ? �/1 (9 � w � <br /> 0 <br /> � - - _ - - - — <br /> � � � <br /> m �a � < <br /> ? � v c>� 3 TON TROLLEY �) � pF � <br /> HOIST r.%{ � o � <br /> 1'-6' �� U <br /> TYP 1� � � <br /> _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ � - - � � � <br /> � - - - - - - - - - - - - - _ _ - _ ' - - / r� <br /> � � � <br /> * Ili GRIDER C�E * PUMP PIT � a n c s� m m . <br /> w i �,. m i� n o �a i 'Z <br /> � 2 <br /> NPUAIP PR ii � 'o Y <br /> II II � � w w> <br /> a _ . Z Y p <br /> O Jm m SO}1 , W N O � � < <br /> N 2' �. .. m �� <br /> {J W M I <br /> J � 'S�' � I UI C U <br /> UW <br /> O S O . <br /> NO � G � m a <br /> < ZU O Y 3 � <br /> I � - I I <br /> M Wf4%9 C I � M M \^ � . <br /> r nN o <br /> M IL `� • ~h A <br /> � 0 0 <br /> �/ 3 � 3 - z f ~ <br /> 6'-8' I W <br /> � w <br /> F J � � a N <br /> : �a � rc rc <br /> N � 3 W <br /> I � <br /> m a � <br /> � <br /> w <br /> a <br /> 4x8 <br /> ' HEADER <br /> RESTROOM M RESTROOM p i <br /> < � <br /> o I � <br /> W � � $p� � <br /> � m V �` -¢{' � <br /> c�i r 1 •M 5q +�, „'�+' •'�, . <br /> � - 1 - _ - — �e ' � � <br /> � � Z o �� � <br /> m � ij 90~ <br /> b�A Y�Oq� .. <br /> .� S <br /> BRIDGE CRANE FRAMING PLAN � <br /> SCALE: 1/4'=1'-0' SEE SHEE7S S-7 THROUGH S-3 FOR GENERAL <br /> S7RUC7URAL NO7ES AND TYPICAL DETAILS. 10" 6'-2 3/4 5'-2' 12'-0' S'-2' 10' <br /> 2x4 PARTITION � <br /> � W10 @ CRANE RAIL WALL <br /> 30•_8• <br /> ASCE 60/ CRANE RAIL I SEE PIAN <br /> W/ ALTERNATING PAIR <br /> ' OF HOOK BOLTS O , - <br /> 4' OC @ SPACED O <br /> 24' OC k 12" MAX <br /> FROM ENDS SCALE: 1/4'=1'-0' <br /> W10 N <br /> 4-3/4'0 AB i Q <br /> r w <br /> o ��E & 2-�5 FULL � N'10 � TYP CMU REINF � Fp W Q <br /> HEIGHT ADDED 10' CMU � <br /> 1/2' IN 4 CELLS g2 5 I HSS 3a3 (SEE PLAN) REMOVABLE CMU WALL PE /{4xC VERT O 8' OC W Uc� � w N <br /> WALL RAILING PLAN ALT HOOK (NOT RE�'D f � s j '� <br /> NON-SHRINK CENTERED ON I ttP CRANE (SEE PLAN) FOR L2 OR L3) Q F a p p W <br /> GROUT CORBEL ��16� pq�L W/ HOOK R 3/Bz4z0'-9' W/ 5 3 (n 3 y� � p <br /> 4-5/B'0 THRD RODS IN <br /> � � ;__ _ ��. 3, I BOLT qpHESNE ANCHORS W/ T�ERBINFRE?NF � LINTEL SCHEDULE Y � � = Z <br /> I ; , � 5" MIN EMBD EXTEND 2'-6' MIN. t <br /> I PAST OPENING (BEND j M A R K 'H' (I I N T E L H n �B� (R E I N F� M A S O N R Y O P E N I N G S Q W 'z Z y <br /> o �� °; �4 AT CORNER CONDITION). N 7 7 - J � o Z g f9 <br /> � 1/2' NON-SHRINK � � � W � � a Z <br /> ' GROUT i L2 24' M 5 TOP & BOT 12�-0' i � � <br /> 1� � � BOTfOM REINF (2) ' SEE ELEV. W y '^- O � Q <br /> ' I 6�1•t THRD ROD IN � T� TYPE "B� REINF � J � o � � LL <br /> TOP &EBOTPACED CMU JT ADHESNE ANCHOR 3I�6 R 3/Bz8x0-9� o EXTEND 2'-6' MIN. � Zp W > <br /> (4' AIIN EMBD) �7x4z3/Bx0'-3'(LLH) WI <-5/8�0 •� PAST OPENING (BEND Q � y � <br /> 3-�3 x�T T I E S 6' I � ,_p. �Sz4�-0' W� p-5/9�f 8 0 L T 5 I � I BOLTS z n r c o R N e e c o N o m o N). TYPICAL CMU WALL LINTEL � � V <br /> EO SPACED TOP h BOT O 3' OC, lYP i I i �i f SCHEDULE 8� DETAIL <br /> 1'-6' GROUT SEC710N 3�16 SCALE: 3 4 =1 -0 <br /> - souo N+ o io• oc ya. � ow�s <br /> 6'-3' HSS 3x3 EA WAY, lYP 8� O 10' OC, TP N0T6: <br /> I (SEE PLAN) 1. NOT ALL PENEfRATIONS MAY BE SHOWN. CONTRACTOR SHALL VERIFY NUMBER, <br /> SIZE AND LOCATIONS OF ALL OPENINGS WITH MECHANICAL, ELECTRICAL AND SHEEf: SZ-F) <br /> A SECTION HVAC DRAWINGS. <br /> e SECTION c SECTION o r s• oF: 10 <br /> - SCALE: 3/4"=7 �-0" - SCALE: 3/4"=1 '-0" - SCALE: 3/4'=1'-0' 2. L% DENOTES CMU LINTEL ttPE. SEE TP CMU WALL LINTEL SCHEDULE & DEfAIL � � <br /> ON THIS SHEET. TWO INCHES AT FULL SCALE. JOB NO.: 76439 <br /> IF NOT, SC4LE ACCORDINGLY DWG: S_BLDG_P SEC <br />