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MASONRY LINTEL ASSEMBLIES 5EE 56HEOULE AND 5PECIFIGATION5 FOR ADD'L INFO _ _ GROUT -- - = 6RM - '` BOTTOM REINF. PREGA5T LINTEL w/ EMBEDDED REINF. PREGA5T LINTEL W EMBEDDED REINF. MB-I MB-2 m� v TOP REINF. OR GONT. = GONT. BOND BEAM ---` BOND BEAM REINF. = REIN. A5 REOV - = GROUT = ' - _ 6RM BOTTOM REIN. BOTTOM REINF. --- PREGA5T LINTEL W PREGA5T LINTEL w/jff EMBEDDED REIN. EMBEDDED REIN. � ? MB-3 MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DESIGNATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I 8F8-OB/OT ----- ----- MB-2 SF8-I13/OT ----- (1) #5 MB-3 8FI6-IB/IT (I) #5 (1) #5 MB-4 8RFI4-I6 ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT5 GONGRETE. NOTE5: I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5I (b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW SHEET L 15T INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 @ 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORROSION-RE515TANGE COMPATIBILITY OF HARDWARE d FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR i EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIR61N SOIL OR q59 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DI5GONTINUOU5 END OF REINF. • 6ROUT SHALL BE A5TM G47(9 F'c=3000 P51 N/ MAX 3/6" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE STREN6TH OF 1100 PSI (F'M = 1500 PSI). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DESIGN BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL ED BE REINFORCED N/ (1) #5 BAR VERTICAL. 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 GELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/ (1) #5 BAR CONT. (TYP. @ EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL 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 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH OF THE SLAB (I" FOR A 4" SLAB) • JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR 15'-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"x0.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* 50LE PLATE TO J015TBLK'6. (3) NAILS @ 4" O.C. (3) NAILS @ 4" o.c. STUD TO 50LE PLATE (2) TOENAILS (3) TOENAILS` TOP OR 50LE PLATE TO STUD 2) NAILS 3 NAILS RIM TO TOP PLATE TOENAILS @ 8" o.c. TOENAILS @ 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE NAILS @ 24" o.c. NAILS @ 16" o.c. DOUBLE TOP PLATE LAP SPLICE q) NAIL5 IN LAPPED AREA II) NAILS IN LAPPED AREA TOP PLATE LAP @ CORNERS 4 INTER5ECTIN6 WALLS (2) NAILS (2) NAILS 2y2"x0.113 IS AN AGGEPTABLE ALTERNATIVE TO A 3" x0.120", SAME SPAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN) S TH15 MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (20M FLORIDA BUILDING GODS (5EGTI ON 160q) LITERAL DE516N REQUIREMENTS FOR THE FOLLOWIN6 WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B HIND IMPORTANCE FACTOR = 1.0 INTERNAL F'RE55URE COEFFICIENT = ENCLOSED, +/- 0.18 ANY WIND SPEED/EXPOSURE NOT LISTED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP STRUCTURAL ENGINEERING. EXTERIOR 4 SHEAR WALL SHEATH I NG SPEC I P I CAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FASTENING SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 05B FASTENED W PI 2/12"xO.131" NAILS @ 6" o.G. ALONG PANEL ED&E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 �2"x0.131" NAILS @ 3" o.G. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32" PLYWOOD OR 05B FASTENED N/ 2'2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL ED6E AND FASTEN I N6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER N/ 5Y2"xO.131" NAILS @ 16"o.c. USE (8) 31V2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE AND BELOW OFE-NIN65. 5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Fre55ure5 40 MPH Wind Zone Ex o5ure B OPENIN6 SIZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.1 P5F +18.5 P5F/-20.1 P5F 16Garage Door +17.7 PSF/-Iq.7 PSF +11.1 PSF/-1q.7 PSF 10 SOFT. +21.2 P5F/-22.1 P5F +21 A P5F/-28.3 P5F 20 SOFT. +20.2 PSF/-22.0 P5F +20.2 P5F/-26.4 PSF 50 SOFT. +I1.0 P5F/-20.8 PSF +I1.0 P5F/-23.1 P5F 100 5QFT +18.0 P5F/-I1.B PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 PSI=/-17.6 PSF End Zone is defined o5 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 ASGE 1-10 Section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYW00D 5HEATHIN6 24/6 EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL EDOE5 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END i DRA6 TRUSSES N/ RIN6 SHANK NAILS @ 3" O.C. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6ABLE END. PROVIDE u Hu STYLE CLIPS ALONG UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/ 51MP50N VTCR CLIPS @ 24" O.G. • ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS MANUFAGTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 13651 1 GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 8 BRACING OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER FASTENED TO FRAMING N/(2) 3"x0.131" NAILS @ 16" O.G. UPLIFT CONNECTOR5 BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 SINGLE ROOF TRU55 OR PORCH ALL SIMP50N HETA16 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAIb FLUSH G.T. BR6, ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-I0. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR 5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR 13EARIN6 WALL • - - - BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I: :I EXTENT OF OVERFRAMIN6 L•___J �.......... ..... ........... —INDICATES 1/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDICATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME EN&INEERIN6 15 BASED ON NDS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" -LATEST EDITION. DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., IO P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE 40 P5F (INGLUDIN6 STAIRS $ DECKS) = 30 P5F @ SLEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUAR05/HANDRAILS = 50 P5F @ GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 PSF TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP09JRE A5 LISTED RISK GATE6ORY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 @ lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS) • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALL5 5HALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADER5, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS t HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS @ 16" O.G. STA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL GONNECTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 7/16" OSB FASTENED N/ 2y2"xO.131" NAILS @ (9" O.G. @ EDGES 4 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKING AT ALL UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=I.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi . FOR 2 $ 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"0.131" NAILS @ 8" OIG OR 2 ROWSY4"x3Y2" 51MP50N 505 5GREW5 (OR 3)2" TRUS5LOK 5GREW5) @ 16" O/G. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/56REW5 2" FROM ED6E. SOLID 3y2" OR 5)/4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OFY4"xb" 51MP50N SDS 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) @ 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU5SLOK 5GREW5), LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED N/y4" DIA. X 4" LONG TAPCONS @ 24" O.G. FLOOR FRAMIN6 • I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55 MANUFACTURER; UNLESS OTHERWISE NOTED. • I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH, 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TON6UE AND 6ROOVE WOES, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS @ 6" O.G. AT PANEL EDGES t 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR GON5TRUGTION NOTES (3) 51N6LE PLY 2x12 5TRIN&ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM N/ (1) SIMP50N A35 CLIP AT EACH 5TRIN6ER. FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 y2" LON6 TAPGONS. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: • No e ® a. �• F t� © copyrightei�I��Lr&�_e14L s64 ... ETgTfj'�rtg. c. am z Z ..J w w z c C'Jcm Z w a a rr .a = A t it =� CC c ~ UJ -n m E a z a' ,A a� o mi o0 W Y c9 2co) cn Lh W CM - N 47 �+ M is M&K project number: 068-200 1 1 project mgr: drawn by: issue date: NJM KGK 04-17-20 REVISIONS: date: initial: sheet: Q 0 I.L z Q� U W U� 0 Z J J .. ,�..M.