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KNOCK OUT HOLE TO POUR <br />SOLID WITH CONCRETE. —\ <br />NEW 8" P.C. CONCRETE <br />LINTEL WITH 1 *5 BAR 8" <br />BEARING EACH SIDE POUR <br />SOLID WITH CONCRETE <br />I I I I I —DRILL AND EPDXY ONE (1) <br />38" LONG 05 BAR 8" INTO <br />I I I I I I I I EXISTING TIE BEAM. 2'-6" <br />LAP SPACING, tYP. <br />III I II <br />I III L I II I <br />I I I I E ISTING MI I I I CUT EXISTING C.M.U. AS <br />I I I I BE OVEN I REQUIRED FOR INSTALL OF <br />ONE (1) 05 BAR CONTINUOUS <br />I I 1 I I FROM SLAB TO THE BEAM. <br />LAP II III L Z L L 1 1 1 1 DOWELSDAStTO TACW REQUIRED NEW <br />I I I I L L L I I POUR SOLID WITH <br />CONCRETE. <br />I I I I CUTOF[O CE- 1 IN5 54RR C.M.U. C4 N INUOUIREDLOR If µSB O I I I I <br />�(�Pi�2'-6" TT TON I 1 DRILL AND EPDXY ONE (1) <br />1 I I I DOCEAT�5AB AIDHO BA AT LI TEL. I 1 1 I 38" LONG °5 BAR 8" INTO <br />ij I I 1 EXISTING CONCRETE SLAB. <br />IIII LL L I <br />I I TOP OF <br />SLAB <br />Ek1STiNt±s SLAB <br />I_ SEE FLOOR PLAN <br />HNOALE: EW 3LINTEL i WALL REIN-ORCMENT DETAIL O NEW WALL To ExisT WALL <br />SCALE: 1 1/2" = 1'-0" <br />4 <br />NOTE: <br />GENERAL CONTRACTOR TO VERIFY ALL <br />EXISTING CONDITIONS AND NOTIFY <br />ARCHITECT OF ANY DISCREPANCIES. <br />PROPERLY SHORE ALL EXITING BEARING <br />CONDITIONS AS REQUIRED DURING <br />DEMOLITION / CONSTRUCTION <br />01 ROD* RWMINC� PLAN <br />SCALE: 3/16" = 1'-0" <br />0 <br />A <br />92 <br />12 <br />EXISTING CMU WALL <br />NEW 2 x 8 P.T. STUD <br />1/2" DIA x b" LONG <br />EXPANSION ANCHOR <br />BOLT At 16" O.C. IN <br />MORTAR JOINTS <br />NEW 2 x 8 WOOD STUD WALL <br />AND GREATER, <br />R, <br />REFER TO feT<U, <br />al1f��I�T E T.II� <br />Joist -rp 44— <br />L4 nx4° 'I/4":x' - 11 <br />N II' 1.211 <br />" <br />°I l EAtr ,. INCfREASe <br />AS Rrw.QUa4EN <br />SUPFIOR7Ws T= :,' <br />1, DATE L X3 "XI/4" (MIX..) MAME-5 AF!�D ALL iP,0;<�,IX,. <br />DER TO MECI-4. DFTAIL (4) _4) FOR FOUI - FRAMrm <br />AW-F 5117F& <br />° t ltRACt E44�1~ N YANPI Zi=- OF- OFINIWuns FRI I <br />to 617EEL f11tl ,, <br />MAIM IS kLGZJII I f:Ck ALL NIWGS 1 " ANE) Gfit,4.tE <br />4. REFER TO J0167 671FFENER DETAIL F(,� I T 5TIFMNER5 <br />WAIN , <br />O ROOF OPENINGS DETAIL <br />SCALE: NO SCALE <br />2 <br />KEYED NOTES <br />REVISIONS <br />BY <br />QI �"2 <br />DG <br />0EXISTING <br />PRE-ENGINEERED ROOF TRUSSES AT 24" - FIELD VERIFY <br />Gm <br />0 <br />NEW MASONRY WALL / LINTEL BELOW <br />ONEW <br />2 x CLEAT WITH (2) 1/4" x 4 1/2" 50525412 WOOD SCREWS INTO <br />EACH EXISTING ROOF MEMBER (3) J"x4 J" 50525412 WOOD SCREWS <br />* 2x8 CLEAT. <br />OEXISTING <br />BEARING WALL BELOW - SEE FOUNDATION PLAN <br />OEXISTING <br />METAL BAR JOISTS AND STEEL BEAM <br />bO <br />NEW METAL COPING - SEE ROOF PLAN <br />OEXISTING <br />ROOF VENTING t0 REMAIN <br />OS <br />NEW 8" X 8" PRECAST CONC. U-LINTEL WITH (1) 05 AND 8" END <br />BEARING AT NEW MASONRY WALL - SEE DETAIL 0/52 <br />O9 <br />HATCHED AREA INDICATES EXISTING ROOF STRUCTURE TO REMAIN <br />10 <br />EXISTING MASONRY PARAPET - REMOVE EXISTING CAP DETAIL - <br />PROVIDE NEW METAL COPING <br />11 <br />EXISTING PITCHED ROOF PROFILE BELOW NEW ROOF SURFACE <br />1200 <br />S <br />NEW PRE-ENGINEERED CANOPY BY G.C. SEE SECTIONS <br />13 <br />EXISTING ROOF FRAMING SYSTEM t0 REMAIN. DEMO ONLY AS <br />U CD C\] <br />` Cl)GREQUIRED, <br />COORDINATE WITH ARCHITECT. EXISTING ROOFING IS TO <br />''—' CO <br />BE REMOVED BELOW NEW OVERBUILD ROOF FRAMING <br />�~ ¢ r <br />14 <br />0 <br />EXISTING ROOF OVERHANG TO REMAIN <br />o A E <br />x <br />15 <br />2x OUT -LOOKERS AT 24" O.G. MAX. - SEE WALL SECTIONS 4/A5b <br />Y ti <br />N <br />I6 <br />G <br />2 x 6 RAFTERS -SP IC TOGETHER AT CENTER - CONNECT TO NEW <br />►•—r o ` <br />2X6 CLEATS WITH H3 - SEE SECTION 2/A5a <br />v <br />li <br />G <br />EXISTING ROOFTOP HVAC EQUIPMENT TO REMAIN. PROVIDE NEW <br />Q � <br />¢ 3 <br />FLASHI UIRED FOR.LslEW SQQFINQ INSTALLAT ON. <br />Cu 3 <br />18 <br />EXISTING ROOF OVERHANG TO BE REMOVED <br />C <br />./ A <br />19 <br />G <br />2x8 LOW RAFTER AND 2X6 HIGH RAFTER FRAMING TOP CHORD. <br />REFER TO DETAIL 2/A5a. MATCH SPACING WITH EXISTING TRUSS <br />N <br />LAYOUT - ASSUMED ib" O.G. - PROVIDE SHOP DRAWINGS FOR <br />`n <br />ARCHITECT'S REVIEW AND APPROVAL PRIOR TO FABRICATION. <br />20 <br />NEW 8" X 8" PRECAST CONC. U-LINTEL WITH (1) 5 AND 8" END <br />BEARING AT EXISTING MASONRY WALL - SEE DETAIL A/S2 <br />~~ ; <br />21 <br />G <br />SPLICE RAFTER TOGETHER AT CENTER MIN 18" OVERLAP- <br />'--' <br />PROVIDE VERTICAL FRAMING EACH SIDE OF SPLICE - SEE 2/A5a <br />22 <br />2X4 CROSS BRACING BETWEEN RAFTER FRAMING • 48" O.C. <br />23 <br />2X6 BLOCKING A EACH RAFTER - REFER TO 2/A5a <br />24 <br />NEW TRIPLE 2x8 DOOR HEADER <br />b� <br />25 <br />NEW EQUIPMENT FRAMING AT NEW EQUIPMENT LOCATION. REFER TO <br />DETAIL C/82. COORDINATE OPENING SIZE WITH MECHANICAL <br />EQUIPMENT INSTALLER <br />26 <br />NEW MECHANICAL EQUIPMENT <br />2i <br />NEW 2X4 VERTICAL FRAMING AT EXISTING TRUSSES - SEE 2/A5a <br />ROOF FRAMINC3 PLM NOTES <br />I. CONTRACTOR / ERECTOR IS RESPONSIBLE FOR ALL TEMPORARY <br />BRACING. <br />2. ROOF SHEATHING TO BE 5/8" EXTERIOR GRADE PLYWOOD WITH 8d <br />COMMON NAILS AT 4" O.C. At PANEL EDGES AND 6" O.C. AT <br />INTERMEDIATE SUPPORTS U.N.O. <br />3. EXISTING TRUSS BEARING ELEVATION - 10'-8" AFF. U.N.O. (VERIFY) <br />4. EXTERIOR WALL SHEATHING TO BE J" EXTERIOR GRADE PLYWOOD <br />WITH SD COMMON NAILS AT 6" O.G. AT PANEL EDGES AND 12" O.C. AT <br />INTERMEDIATE SUPPORTS. INSTALL 2 X BLOCKING AT ALL SHEATHING <br />PANEL EDGES <br />6. WOOD BEARING STUD WALLS TO BE - 2 x 8 AT 16" O.C. WITH BLOCKING <br />AT SHEATHING EDGES (4'-0" O.C. MAX.) - SEE DETAIL A/S2r» <br />�. DIMENSIONED LUMBER SHALL BE DRESSED 645, AND SHALL BEAR <br />THE GRADE STAMP OF THE MANUFACTURER'S ASSOCIATION <br />8, ALL LUMBER SHALL BE SOUND, SEASONED, AND FREE FROM WARP.; <br />O I o <br />iK <br />9. ALL LUMBER SHALL BE SOUTHERN PINE NO. 2 GRADE OR BETTER' <br />d' <br />WITH IS% MAXIMUM MOISTURE CONTENT, UN.O. ON THE PLANS. <br />10. ALL LUMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE <br />PRESSURE TREATED. <br />11. PRESSURE TREATED LUMBER SHALL BE IMPREGNATED WITH AN ACQ <br />J <br />(ALKALINE COPPER QUATERNARY) TREATMENT IN ACCORDANCE WITH <br />THE REQUIREMENTS OF THE AMERICAN WOOD PRESERVERS INSTITUTE. <br />Cq <br />..-i N <br />12. PLYWOOD ROOF SHEATHING SHALL BE APA RATED SHEATHING, <br />_- <br />.o <br />EXTERIOR GRADE. <br />ram" > 0 <br />13, ROOF SHEATHING TO BE INSTALLED WITH ONE PLYWOOD CLIP PER <br />O o <br />SPAN BETWEEN PANEL EDGES. INSTALL SOLID 2X BLOCKING <br />2 � <br />BETWEEN SUPPORTS At ALL HIPS, RIDGES, VALLEYS, AND CHANGES IN <br />-� <br />ROOF SLOPE. <br />a <br />14. ALL NAILING AND BOLTING SHALL COMPLY WITH AMERICAN INSTITUTE <br />OF TIMBER CONSTRUCTION REQUIREMENTS. <br />0 <br />Is. Q INDICATES MODEL NUMBER OF CONNECTION HARDWARE BY <br />"SIMPSON STRONG TIE" - ALL CONNECTORS ARE TO BE FULLY NAILED <br />PER MFR. RECOMMENDATIONS - SEE STRUCTURAL SPECIFICATIONS <br />ib. ALL CONNECTION HARDWARE IS TO 15E FULLY FASTENED PER <br />�y <br />V <br />MANUFACTURERS REQUIREMENTS UNLESS NOTED OTHERWISE, <br />1-1. INSTALL BRIDGING IN ALL FLOOR OR ROOF JOISTS AT 8'-0" O.G. <br />C m "0 LA <br />MAXIMUM. INSTALL BLOCKING IN ALL WALL STUDS AT 4'- 0" O.C, <br />p 0 M <br />' <br />MAXIMUM, LOCATED AT SHEATHING PANEL EDGES. <br />t > M t <br />Ia. PROVIDE A SINGLE PLATE At THE BOTTOM AND DOUBLE PLATE At <br />0 'O j <br />THE TOP OF ALL STUD WALLS. <br />0 m m � U <br />IS. STUDS SHALL BE DOUBLED AT ALL ANGLES AND AROUND ALL <br />—_ <br />OPENINGS. STUDS SHALL BE TRIPLED AT ALL CORNERS. <br />0 H <br />N U <br />20.SEE ARCHITECTURAL SECTIONS FOR WOOD FRAMING CONFIGURATIONS <br />N <br />0 H <br />p >L O <br />21. ALL WOOD BEAMS, TRUSSES, JOISTS OR HEADERS BEARING DIRECTLY <br />p Z O -C <br />ON MASONRY SHALL HAVE AT LEAST 30" FELT MOISTURE BARRIER <br />> O a <br />Z <br />0 cO N <br />22. CONTRACTOR TO FIELD VERIFY EXISTING CONSTRUCTION AND <br />m O <br />NOTIFY ARCHITECT OF ANY DISCREPANCIES / CONFLICTS <br />4 N <br />NOTE: <br />PROVIDE 8" BEARING EACH END <br />OF LINTEL. NOTCH ENDS TO ALLOW <br />Date: 05. 17. 21 <br />VERTICAL REINF. TO BE <br />CONTINUOUS <br />Scale: AS NOTED <br />x 8" K.O. BLOCK <br />GROUTED SOLID WITH <br />Project Mgr: DG <br />(1) 5 BAR MIN. <br />PRECAST CONCRETE <br />Drawn: JDS <br />;r U-LINTEL WITH (1) 5 CONT. <br />Job: 21-018 <br />GROUTED SOLID U.N.O. <br />SEE ARCH. FOR TOP / <br />Sheet <br />WINDOW, DOOR <br />S2 <br />NEW DETAIL <br />3L,INTEL <br />