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JUN 0 8 2020 MASONRY LINTEL ASSEMBLIES 5EE 56HER LE AND 5PEGIFIGATION5 FOR AWL INFO �_ 6ROUT 6ROVr - BOTTOM REINF. PRECAST LINTEL w/ PRECAST LINTEL w/ _ EMBEDDED REIN. EMBEDDED REW MB- I MB-2 m� v TOP REINF. OR CONT. BOND BEAM REW -- cRouT BOTTOM REINF. PRECAST LINTEL REINF. EMBEDDED NF.. MB-3 CONT. BOND BEAM REW A5 REOV --- bRaur - BOTTOM RENW. PRECA5T LINTEL W EMBEDDED REW r MB-4 MASONRY LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 bFb-OB/OT ----- ----- M13-2 bFb-IB/OT ----- (1) #5 M13-3 BFib-IB/IT (1) #5 (1) #5 M13-4 BRF14-I5 ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS w/ SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REGMIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=bO ksl b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P135B-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLONABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT H/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION NALL5 TO SLAB WITH)/4" DIA. x 23/4" LONG TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY GORRo5ION-RE515TANGE COMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED HOOD. CONTACT LUMBER t HARDWARE SUPPLIERS TO GOORD. • CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRE551VE 5TRENOTH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi:....... FOOTINGS 2,500 psi:....... SLABS ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTINC75 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR 195 COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT 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" A66RE6ATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON AGI 550/530.1 • �REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELON. PROVIDE MIN 30" LAP SPLICE WITH FOOTIN6 DOWEL. • 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF HALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL MASONRY OPENINGS AND AT ALL HALL 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 HALLS. (AS 5HOHN ON PLANS) • ROU614 OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS PER BUILDER. • 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH OF THE 5LAB W' FOR A 4" SLAB) • JOINTS SHALL BE LOCATED 0 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 CLOSE TO SQUARES AS POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"xO.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/13LK'6. (3) NAIL5 o 4" o.c. (3) NAILS 0 4" o.c. STUD TO SOLE PLATE 2) TOENAILS (3) TOENAILS* TOP OR SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAILS' DOUBLE STUD NAILS 0 24" o.c. NAILS 0 1611 o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP SPLICE q NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP 0 GORNER5 # INTER5EGTIN6 HALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHORN) TH15 MODEL HA5 BEEN DE516NED IN ACCORDANCE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q) LATERAL DE516N REGU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXP05URE ONLY: 40 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE GOEFF I G I ENT = ENGLOSED, +/- 0.18 ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE REOU I RE5 FORMAL EVALUATION $ APPROVAL FROM MULHERN � KULP STRUGTURAL EN61 NEER I N6. EXTERIOR I$ SHEAR HALL SHEATH I NG SPEC I r- I CAT I ONS INDICATES LOCATION AND EXTENT OF 5HEARWALL WHICH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF STANDARD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED w/ PI 2Y211x0.131" NAILS @ 6" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W P3 2/2"x0.131" NAILS @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR HOOD FRAMED NALL5 w/ i5/32" PLYHOOD OR 0513 FASTENED W 2' 'xO.131" NAILS 0 6" O.G. AT ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06ES SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FASTENING 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO 5TUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER W %"xO.131" NAIL5 ® 16"o.c. USE (8) 3Y2"x0.131" NAIL5 0 EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5 AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRAHING5 FOR ADD'L NALL CONSTRUCTION REQUIREMENT5. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARHALL5. 7. 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" HIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR Ib" MINIMUM FROM THE ENDS OF THE 5HEARHALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone EX o5ure B OPENING 51ZE INTERIOR ZONES END ZONE5T 6 Garage Door +18.5 P5F/-20.1 PSF +18.5 P5F/-20.1 PSF 16 6aroge Door +11.1 PSF/-19.1 PSF +17:1 PSF/-19.7 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +I1.0 P5F/-20.8 P5F +I1.0 P51F/-231 PSF 100 SOFT. +18.0 P5F/-I1.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-17.6 P5F +15.8 PSF/-11.6 PSF mEnd Zone is 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 A56E 7-10 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 1/16" MIN. 0513/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"x0.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES W RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM 6ABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDGES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W 51MP50N VTGR CLIPS 0 24" O.G. ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERN15E NOTED. ERECT AND INSTALL ROOF TRUSSES PER NTGA 8 TPI'5 BGSI I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"xO.I31" NAILS 0 I6" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T 51N6LE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA HOOD STUD HALLMOOD BEAM ROOF 61RDER TRUSS BEARIN6 ON ALL 51MP50N HT520 HOOD STUD NALL/NOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU NALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BRO. ON GMU HALL ALL 13EARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED KITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED HOOD TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR 5PEGIFICATION5 AND LOADS 5HOHN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 NALL • _ _ _ = BEARIN6 NALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARHALL • I; :1 EXTENT OF OVERFRAMIN6 •- - - -INDICATES 1/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOCKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING GODS. • WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 PSF DEAD = 7 PSF T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 PSF ® 5LEEPING AREAS = 50 P5F 0 6ARA6E = 200 # POINT LOAD 0 6UARD5/HANDRAIL5 = 50 PSF 0 GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL ® TILE) HIND ULTIMATE HIND SPEED t EXPOSURE AS LISTED RI5K CATEGORY II GENERAL FRAMING • EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR 5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP 'STUD' 6RADE LUMBER o I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED 0 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 INDICATE5 THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 8 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 4 HEADERS N/ 3-RON5 OF 3"4.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAILS FOR 2xb d 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 H/ 3"xO.I31" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL HOOD FRAMED EXTERIOR HALLS w/ 1/I6" 05B FASTENED w/ 2142"xO.131" NAILS 0 6" O.G. ® EDGES 4 12" O.G. 0 CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID 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=1.55AO'b psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi . FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 RON5 OF 3"0.131" NAILS o 8" o/G OR 2 ROH5Y4"412" 51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) 0 I b" OIG. USE A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP d BOTTOM NAIL5/5GREN5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL NIDTH, FASTEN PLIES T06ETHER WITH 3 RON5 OFY4"xb" SIMP50N 5DS 5GREN5 (OR b 3/4" TRU55LOK 5GREN5) 0 I b" 0/6. USE A MINIMUM OF 4 ROHS FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL STUDS IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGONS 0 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 -JOIST /TRU55 MANUFACTURER, UNLESS OTHERHI5E NOTED. • I-JOIST/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. d EN6. FOR REVIEH 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 E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ 6LUE AND 3"x0.131" NAILS o b" O.G. AT PANEL ED6E5 1 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUCTION NOTES • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) SIMP50N A35 CLIP AT EACH 5TRN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS AT EACH STUD, HHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: e`ttt►111111111 NA *' •*- r , 70 T OF ORI®P •�ti�` •�^• z z JCE W =LU z z 120 z w J a Z U WF_ 3 JH z W CO) W cc Vr rn CD A 4 c E a a, m E �a 0 coW' mc9 0 N M CL MW project number: 068-2200 1 1 project mgr drawn by: issue date: JSB I KGK O -20-20 REVISIONS: date: initial: sheet: a rC r1 J W 0 2 - Z O a. Q 0 LL U 0 Z x ttIL v1 r� V 'Q z 0 Z J J SM0.0