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MABONRY LINTEL ASSEMBLIES 5EE 5GHEOUI E AND 5PECIFICATION5 FOR AWL INFO 6ROUf 6ROUT BOTTOM FEW PRECAST LINTEL W/ EPRECAST LINTEL W tTVEDDED REIN. � I I EMBEDDED REINF. -fl- MB-1 MB-2 m� TOP REIW. OR CONT. CM BOND BEAM BM BEAM REINP. REINP. AS REQV 6RouT 6RM BOTTOM REINF. BOTTOM REINF. -- PRECAST LINTEL w/ PRECAST LINTEL w/ REIN• EMBEDDEDREINF.I- mwnv--"f �I--"-{I- iv MB-3 MB-4 MABONW LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORGEMENT 43-1 8F8-OB/OT ----- ---- MB-2 SF8-IB/OT ----- (1) #5 MB-3 5FI6-IB/IT (I) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'5 CONCRETE. NOTE5: I. ALL LINTEL5 W SPANS GREATER THAN W-O" 5HALL BE PRE5TRE95ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k91 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO 13E LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST I NPEX SHEET DESCRIPTION SHEET TITLE 5-0.0 5TRUGTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB55-1 STRUCTURAL DETAILS SENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT N/ GONGRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH),/4" DIA. x 23/4" LONG TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DE516N BASED ON AGI 318. CONGRETE 5HALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTIN65 2,500 psi: ....... 5LA65 ON GRADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL GONGRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINGS AND SLABS ON GRADE SHALL BEAR ON VIRGIN 501L OR q5% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL W (1) #5 BAR GONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENINC75 AND AT ALL WALL CORNERS. • VERTIGAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE GENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENINC75 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY TO DEVELOP. EXACT LOGATION5 PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC F I CATI DNS (T1 F. U.N.O.) DESCRIPTION OF BLDG. ELEMENT 3"x0.131" NAILS 5NO.120" NAILS J015T TO 50LE PLATE (3) TOENAILS (5) TOENAILS* 50LE PLATE TO JOI5T/BLK'G. (3) NAILS o 4" o.c. (5) NAILS o 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO 5TU5 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.0 BLK'G. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAILS# DOUBLE STUD NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE NAILS o 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTIN6 WALLS (2) NAILS (2) NAILS • 2Y2"x0.113 15 AN AGCEPTABLE ALTERNATIVE TO A 3"x0.120% SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE # ARE 5HOWN) TH15 MODEL HAS BEEN DES16NED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWI N6 WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE EAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT LISTED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN6INEERIN6. EXTERIOR 4 SHEAR WALL SHEATH I NS SPEC I f I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REG2UIRE5 5HEATHIN6 AND/ OR FASTEN I N6 5PEG I F I GATT ON5 BEYOND THAT OF 5TANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. I5/32" PLYWOOD OR 05B FA5TENED N/ PI 2Y211xO.131" NAILS @ 6" o.c. ALONG PANEL E067E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 055 FA5TENED N/ P3 2y2"xO.131" NAILS © 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR NALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 11xO.131" NAILS o 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (5) 5V2"x0.131" NAILS o EA. LAP 5PLIGE. (TYP. U.N.o) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L NALL GON5TRUGTION REQUIREMENT5. 6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALLS. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEAR6ALL. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES(D 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P51F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. W1.0 P51F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +15.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 PSF/-I1.6 P5F (DEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and have been reduced per A5GE 1-10 section 2.4.1 from ultimate pressures. Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAM I N6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHING 24/16, EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8NO.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4 0 6" O.G. IN FIELD. FASTEN 5HEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKING ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMING. • TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS o 24" O.G. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH r€ ENG. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORGH $ SHORT SPAN ROOF TRU55E5 W 2x4 LEDGER FASTENED TO FRAMING W(2) 3"x0.131" NAILS o 115" O.G. UPL I PT CONNECTORS BEARING CONDITION GONNEGTOR LLENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD NALUNOOD BEAM ROOF GIRDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 SINGLE ROOF TRU55 OR PORGH ALL 5IMP50N HETAI6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR FLUSH G.T. BRG. ON GMU WALL ALL (2) 51MP50N HETAI6 ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE GONNEGTED WITH GONNEGTOR A5 L15TE0 ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER15 UPLIFT GONNEGTOR 5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARD5. LESEN� • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL 1777-7,7-71 I: :I EXTENT OF OVERFRAMING •- - �INDIGATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDIGATE5 P05T ABOVE. PROVIDE SOLID BLOGKING UNDER P05T OR JAMB ABOVE. SENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD GON5TRUGTION" -LATEST EDITION. • DE51 GN LOA05: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDING STAIRS 4 DEGK5) = 30 P5F ® SLEEPING AREAS = 50 P5F @ GARAGE = 200 # POINT LOAD ® 61JAR05/HANDRAIL5 = 50 P5F ® GUARD IN -FILL GOMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) NINE) ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED R15K GATEGORY II 6ENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP '5TUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTE9 WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (I)2x JACK 5TUD rt (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS & OTHER 5TRUGTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FAGE NAIL MULTI -PLY 2x BEAMS r# HEADERS W/ 5-RON5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAILS FOR 2x6 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS o 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. • REFER TO GONNEGTION 5PECIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G. GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKING AT ALL UNSUPPORTED PANEL EDGE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKING IN FLOOR SYSTEM UNDER ALL POSTS GONTINUOU5 TO FOUNDATION/BEARING. • ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A0 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"xO.131" NAILS o 8" O/G OR 2 RON5 Y4"x3Y2" 51MP50N 505 5GREN5 (OR 512" TRU55LOK 5GREW5) 0 16" 0/6. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP i BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 # 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OFY4"xb" 51MP50N 5D5 SCREWS (OR 6 3/4" TRU55LOK 5GREN5) 0 16" 0/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOGATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU NAL.L5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS o 24" O.G. FLOOR FRAMING • I-J015T5/TRU55E5 SHALL BE DE5I6NED BY MANUF. TO MEET OR EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFAGTURER, UNLE55 OTHERN15E NOTED. • I-JO15T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. $ ENG. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMING TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHING TO FRAMING MEMBERS N/ GLUE AND 3'W.131" NAILS o 6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/ (1) 51MP50N A35 CLIP AT EAGH 5TRINGER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB w/ (3) 3/16" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRINGER5 TO ADJACENT WALLS W (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKING ON R15ER5 AND I" FLOOR DEGKING ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. $�� 1 20dOB9BBODM"�® O. - No 77"'24 S-11,TE Or © copyriq�, KUL Pq & KOS. � 1 n a Jcc w w z o C `r z Lu J C� pC WW W c =� OC 0° E >� Jz ¢� Mo� W p y y cb o m LY �h c cv C M a M&K project number: 068-2001 1 project mgr. TSB drawn by: ]`j[JT issue date: 1 0-07-20 REVISIONS: date: initial: c r, a 0 o � w L- F' 0 J LLJ Z p � 0 Q J Fm 0U Z 4 � � N < F-4 D ~ COC� Z J J sheet: SM0.0