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MASONRY L I NTEL ASSEMBL I ES 5EE 5GHEDULE AND SPECIFICATIONS FOR ADD'L INFO GROUT PRECAST LINTEL w/ ' EMBEDDED REW GROUT BOTTOM REINR PRECAST LINTEL w/ _ EMBEDDED REINF. MB-1 MB-2 m� TOP REINF. OR COW. CONT. BOND BEAM -- BOND BEAM REINF. '-_...... REINF. AS REQb -_- _= 6Rour BOTTOM REINF. " 6Rour - `= BOTTOM REINF. r�_-- 4: ; PRECA5T LINTEL n/ PRECAST LINTEL w/ BIDED REINF. EMBEDDED REINP. MB-3 MB-4 MA50NR1' LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM 5HEAR REINFORCEMENT MB-I SF8-OB/OT ---- ----- MB-2 6F6-IB/oT ----- MB-3 SFIb-IB/IT (1) #5 (I) #5 MB 4 5RFI4-IB ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S CONCRETE. NOTES; I. ALL LINTEL5 W SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED. 2. 5HORE FILLED LINTEL5 A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 ksl 6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIRECTLY 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 5-1.2 2ND FLOOR FRAMIN6 PLAN 5-1.3 ROOF FRAMING PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS 50-3 STRUCTURAL DETAILS P5513-1 15TRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA 13UILDIN6 CODE. • FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALL5 TO SLAB WITH Y4" 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 GORR0510N-RE515TANGE GOMPATIBILITY OF HARDWARE 4 FASTENERS IN CONTACT W PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • GONGRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psl:....... SLABS ON 6RADE (INTERIOR 4 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 FINISH GRADE. • FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON VIRGIN 501L OR 15% COMPACTED FILL. • MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. • GROUT SHALL BE A5TM G476 F'c=3000 P51 W MAX 3/e" AGGREGATE • CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 530/530.1 • REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL BE REINFORCED W (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP SPLICE WITH FOOTING DOWEL. • 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL w/ (1) #5 BAR CONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL MASONRY OPENINC75 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 MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-O" D.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDOE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXAGT 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 CLOSE TO SQUARES AS POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.0) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS JOIST TO SOLE PLATE (3) TOENAILS (3) TOENAILS* SOLE PLATE TO JOIST/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS o 4" ox.. 5TUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5'r TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS* 6" o.c. TOENAILS o 6" o.c.'r 13LK'6. BTWN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5• 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 5PLICE 9 NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP o CORNERS 4 INTER5EGTING WALLS (2) NAILS (2) NAILS • 212"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME SPACING OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (201 1) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED � EXP05URE ONLY: 140 MPH - EXP. B WIND IMPORTANCE FACTOR = 1.0 INTERNAL PRE55URE COEFFICIENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REGUIRE5 FORMAL EVALUATION � APPROVAL FROM MULHERN � KULP 5TRUGTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR WALL SHEATH I NG SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REGUIRE5 5HEATHIN6 AND/ OR FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 05B FASTENED w/ PI 2V211xO.I31" NAILS @ 6" o.c. ALONG PANEL EDGES AND 12" o.c. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0515 FASTENED w/ P3 2Y2"x0.131" NAILS @ 3" o.c. ALONG PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR Y4000 FRAMED WALLS W 15/32" PLYWOOD OR 05B FASTENED W ? "xO.131" NAILS e 6" O.G. AT ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 ® I6"o.G. MAX. U.N.O. ON PLAN. 3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 5V2"x0.131" NAILS ® I6"o.G. USE (8) 3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.) 4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALL5 ARE 6ONTINUOU5 SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMIN6 MEMBERS. 8. A MAXIMUM OF TWD 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 E06E NAILING REQUIRED AND OCCUR 169" MINIMUM FROM THE ENDS OF THE 5HEARWALL. Window $ Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' Garage Door +18.5 PSF/-20.9 P5F +18.5 PSF/-20.1 PSF 16' Garage Door +11.1 PSF/-Iq.7 PSF +11.1 PSF/-I1.7 PSF 10 SOFT. +21.2 P5F/-22.1 PSF +21.4 P5F/-28.3 PSF 20 SOFT. +20.2 P5F/-22.0 PSF +20.2 P51`/-26.4 P5F 50 SOFT. +I1.0 P5F/-20.8 P5F +I1.0 P5F/-23.1 P5F 100 SOFT. +18.0 PSF/-IQ.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.6 PSF/-17.6 PSF +15.8 P5F/-17.b P5F mEnd Zone is defined a5 the smaller of 10% of least horiz. dim. or 40% of mean roof height. NOTE: Pressures charted here are allowable pressures and holve been reduced per A5GE 7-10 section 2.4.1 from ultimate pressures. Divide allowable pressures above by a factor of 0.6 to obtain vitimate pressures. ROOF FRAMING • SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 050/PLYWOOD 5HEATHIN6 24/6 EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"xO.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 b" O.G. AT PANEL E06E5 4 o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG TRUSSES N/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALON6 PANEL WOES AT FIRST 2 TRUSS BAY5 FROM GABLE END. PROVIDE "WSTYLE CLIPS ALONG 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 SPEGIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING OF METAL PLATE GONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 ENO. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER FASTENED TO FRAMING P42) 3"xO.131" NAILS 0 16' O.G. UPLIFT CONNECTORS BEARING CONDITION TRU55 CONNECTOR LENGTH < 15' SIMPSON H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' SIMP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRU55 BEARIN6 ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM 51N6LE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAlb 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 AN51/7I-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-10. ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR 5PEGIFIGATION5AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL • I: ' ; I EXTENT OF OVERFRAMIN6 L'---'J •~ ~~- ~- - -µM_ INDIGATE5 1/8"xl" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE •,.. (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE 50LID BLOCKING UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE516N LOADS: ROOF LIVE = 20 P5F DEAD = 7 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS) = 30 PSF 0 5LEEPIN6 AREAS = 50 P5F 0 6ARA6E = 200 # POINT LOAD ® 6UARD5/HANDRAIL5 = 50 P5F 0 GUARD IN -FILL COMPONENTS DEAD = 10 PSF (20 P5F TOTAL 0 TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED RISK CATE60RY II GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR 5YP#2 o 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 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR SHEARWALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 lb" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS 4 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 W/ 3-ROW5 OF 3"x0.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FAGE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFIGATIONS TABLE FOR ALL GONNEGTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16' 05B FASTENED w/ 2)'2"x0.131" NAILS ® b" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKIN6 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=1.55x10^b psi •LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"9 psi • FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"0.131" NAILS o 8" 0/6 OR 2 ROW5,V4"x3y" 51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 16" 0/G. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER, APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAILS/56REW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR b 3/4" TRU55LOK 5GREW5) 0 lb" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FASTENIN6 AT BOTH FACES (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT W GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LON6 TAPGONS o 24" O.G. FLOOR FRAMING • 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-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6. 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 ED6E5, FASTEN SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3x0.131" NAILS o b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL STAIR CON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" LON6 TAPGON5. • FASTEN END STRINGERS TO ADJAGENT WALL5 W (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMIN6 SECTION FOR MORE INFO. seal; ��eeeerrrrr� No 7L O JU 020 '•. v 4TE Cl eel• ' oo pp a �• �� © C0PYH9htf4ii:o, rl�l�lir `•<< ��, acD z Ji-= W w z C3 z C7 z w � J d a .a Z= U 4 W� m =a Q. Z CD c W p o 2 y m W p N CC M d 7 W project number: 068-200 1 1 project mgr: NJ M drawn by: KG K issue date: 04- 1 4-20 REVISIONS: date: initial: Cz a C 0 LO 0 W L` I-- 0--1 ui O W 0 z 0 J 0 a LO 0 < z d (n } J J sheet: