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MA50NR'' LINTEL A55EM5L I E5 5EE 50HEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO rr--1i MIN. (1) GOURSE/BOND I '+ �- MIN. (1) COURSE/BOND I I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL GROUT GROUT BOTTOM REINF. PRECAST LINTEL W PRECAST LINTEL W 4--L EMBEDDED REINF. _ EMBEDDED REINF. MB-I MB-2 rr--1i i i '++- TOP COURSE, IF j 'F4- TOP COURSE, IF : L4J : L4J I REQV PER ARCH.CONT. 13OND : REQ D PER ARCH. z TOP REINF. OR GONT. REINF. A5 REQB M BOND BEAM REINF. Z CRour GROUT BOTTOM REINF. " BOTTOM REINF. -- PRECAST LINTEL w/ A•' EMBEDDED REINF. 1g. PREGA5T LINTEL w/ �#-Y�t tom`- EMBEDDED REINF. ME3 N MB-4 MA50NR1' L I NTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-06/OT ----- ----- M13-2 8F8-IB/oT ----- (1) #5 M15-3 81=I6-I13/IT (1) #5 (1) #5 M13-4 8iRF14-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 w/ SPAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, f y=60 k51 6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTEL5 ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-I.OA SLAB PLAN F-2.0B BLOCK PLAN 543A ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB5B-I STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING GAPAGITY,OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG TAPGONS ® 52" o.C. MAX. WITH A MINIMUM OF 2 TAPGONS PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 518. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p5i:....... FOOTIN65 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN l% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC25 AND 5LA55 ON GRADE SHALL BEAR ON GLEAN, FIRM VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM C416 F'C=3000 P51 w/ MAX 3/8" A66RE6ATE • GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP NALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTI GAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN EXTERIOR NALL5. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXAGT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE SLAB (I" FOR A 4" 5LA13) • JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE AS CL05E TO SQUARES A5 P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEG I � I CATI ON5 (TYF. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 5'W.120" NAILS JOIST TO SOLE PLATE (5) TOENAILS (5) TOENAIL5* SOLE PLATE TO JO15T/BLK'6. (5) NAILS 0 4" o.c. (3) NAILS ® 4" o.c. STUD TO SOLE PLATE 2 TOENAILS (5) TOENAIL5* TOP OR SOLE PLATE TO STUD 2 NAILS (3) NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS 0 6" o.0 BLK'6. BTNN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAILS* DOUBLE STUD NAILS ® 24" O.G. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS @ 24"o.C. NAILS a 16" o.c.. DOUBLE TOP PLATE LAP SPLICE q NAIL5 IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP ® CORNERS INTERSECTING NALL5 (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPACING OR NUMBER OF NAILS. (ONLY AGGEPTABLE WHERE ARE 5HONN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE �th EDITION (2020) FLORIDA BU I LD I N6 CODE (SECTION 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 NTERNAL PRESSURE GOEPP I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT LISTED HERE REQU I RE5 FORMAL EVALUATION I APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG 512EG I f I GAT I ON5 INDICATE5 LOCATION AND EXTENT OF 5HEARNALL HHIGH REQUIRES SHEATHING AND/ OR FASTENING 5PEGIFIGATION5 BEYOND THAT OF STNDRD GON5TRUGTION SYMBOL SHEAR PANEL SPEG. 15/52" PLYWOOD OR O5B FASTENED W PI 2y2"x0.131 " NAILS @ 6" o.G. ALON6 PANEL ED6E5 AND 12" o.c_ IN THE PANEL FIELD. 15/32" PLYWOOD OR 0513 FASTENED W P3 21211x0.131 " NAILS © 3" o.c.. ALON6 PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR NALL SHEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 w/ 15/32" PLYWOOD OR 055 FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. AT ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® 16"o.C. MAX. U.N.O. ON PLAN. 3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.C. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENINGS. 5. SEE ARCHITECTURAL DRANIN65 FOR ADO'L HALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES 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 OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALLS 50 LONG AS THEY ARE FRAMED OUT TO PROVIDE THE SHEATHING EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM FROM THE EN05 OF THE 5HEARNALL. q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD PSI OR P52, OR APA PRP-108 WITH 32�6 SPAN RATING (MAX) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL L5/32" THICK, APA RATED SHEATHING EXPOSURE 1 055 OR PLYWOOD PEf ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED. Window � Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure LROO .. OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage Door +11.1 PSF/-Iq.1 P5F +11.1 P5F/-Iq.1 PSF 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 PSF 50 SOFT. +Iq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone 15 defined as the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pre55ures have been derived from 2020 FBG Table R301.2(2). ®Pre55ure5 Charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b, EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4 ® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG TRU55E5 w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES. ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ SIMPSON VTGR CLIPS ® 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER NTGA $ TPI'5 BG51 1 GUIDE TO 6000 PRACTICE FOR HANDLING, INSTALLING $ BRACING OF METAL PLATE CONNECTED HOOD TRU55E5." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS a 16" O.G. UPL I r-T CONNECTORS BEARING CONDITION TRUSS CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/WOOD BEAM ROOF 61RDER TRU55 BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL 51MP50N HETA16 BEAM BEARING ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) SIMPSON HETA16 FLUSH 6.T. BR6. ON GMU WALL ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUS5 MANUFAGTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LE6END • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING NALL ABOVE • BEAM / HEADER • M M LOCATION AND EXTENT OF 5HEARNALL r- .7.7.7.1 • I: • : ; I EXTENT OF OVERFRAMING • - - INDICATE5 I/8"A" SAN GUT CONTROL JOINT INDICATE5 LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN 5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DESIGN LOA05: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 PSF (INCLUDING STAIRS DECKS) = 30 P5F @ SLEEPING AREAS = 50 PSF @ GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED � EXPOSURE AS LISTED RI5K CATEGORY 11 6ENERAL FRAM I N6 • EXTERIOR HOOD STUD BEARING WALLS SHALL BE 2x SPF#2 OR 5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING NALL5 SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES 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 $ HEADERS N/ 3-RON5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS g 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B FASTENED w/ 2142"xO.131" NAILS @ 6" O.G. ® EDGES � 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/15EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x10A6 p51 • LVL - Fb=2600 p5i; Fv=285 p5i; E=2.Ox10A0 p51 . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OF 3"xO.131" NAILS a 8" 0/G OR 2 RON5Y4"6/2" 51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREN5) ® 16" 0/6. USE A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5Y4" BEAMS ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 � 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" SIMPSON 505 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) a 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A SOLID 7" BEAM 15 AGGEPTABLE. • ALL INTERIOR HALL 5TUD5 IN GONTAGT w/ GMU NALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMING • I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. • I-JOI5T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY • FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04, 24" O.G., EXP05URE I, TONGUE AND GROOVE ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS N/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS. oCD z Z _J Fn W w z CZ z W J Z= i� W� x� JN z W 0 y W 4IF M&K project number, 068-2001 1 project mgr: drawn by: issue date: JSB DJ R 1 2- 1 4-2 1 REVISIONS: date: initial: sheet: J W 0 11J UJ 2 d o) 0 J SM0.0 Q 0 J LL, u z a U) 'Q U 'Q U) z J