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MASONRY LINTEL DETAILS REINFORCEMENT MARK PE516NATION TOP BOTTOM SHEAR REINFORCEMENT M13-1 8F8-0B/OT ----- ----- MB-2 8178-I13/0T ----- (1) #5 MB-3 8FI6-115AT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS. 5. ALL REINFORCEMENT SHALL BE GRADE b0, fy=60 ksl 6. ALL LINTELS 5PEGIFIED 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 SECOND FLOOR FRAMING PLAN 5-1.3 ROOF FRAMIN6 PLAN 5D-I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS 51?-3 STRUCTURAL DETAILS PB513-1 STRUCTURAL DETAILS 6ENERAL STRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • FOOTING DE516N - THESE FOOT I NC75 HAVE BEEN EN61 NEERED FOR A MINIMUM ALLONABLE 501L BEARING CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO HEATHER OR IN CONTACT N/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION HALLS 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 GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED HOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS, U.N.O. f'c = 2,500 p51:....... FOOTIN65 2,500 psi:....... 5LA65 ON 6RADE (INTERIOR $ EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON VIR61N 501L OR q5% 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 G416 F'c=3000 PSI w/ MAX %" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 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 (AS INDICATED ON PLAN) SHALL El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP HALL AND SHALL ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTING DOWEL. • GROUT SOLID ALL REINFORCED GMU CELLS 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 6ROUTED SOLID ON EACH SIDE OF ALL MA50NRY OPENINGS AND AT ALL WALL GORNER5. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (AS SHOWN ON PLANS) • ROUGH OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. EXACT LOCATIONS 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 0 12-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT 6RID PATTERN SHALL BE A5 GL05E TO SQUARES A5 P0551BLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 131-06. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO 50LE PLATE (5) TOENAILS (3) TOENAILS* SOLE PLATE TO J015T/BLK'6. (3) NAILS 0 4" o.c. (3) NAILS 0 4" o.c. STUD TO 50LE PLATE 2 TOENAILS (3) TOENAIL5* TOP OR 50LE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTHN. J015T5 TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 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 a CORNERS $ INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 0/2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) TH15 MODEL HA5 BEEN DE516NED IN AGGORDANGE WITH THE 6th EDITION (201 1) FLORIDA BUILDIN6 GODE (5EGT1 ON 160q) LATERAL DE516N REQU I REMENT5 FOR THE FOLLOWIN6 WIND 5PEED $ EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRESSURE GOFFF I G I ENT = ENGLOSED, +/- 0.15 ANY WIND 5PEED/EXP05URE NOT L15TED HERE REQU I RE5 FORMAL EVALUATION APPROVAL FROM MULHERN $ KULP 5TRUGTURAL EN61 NEER I N6. EXTERIOR 4 SHEAR AALL 5HEATH I NG SPEC I F I CAST I ON5 INDIGATE5 LOCATION AND EXTENT OF 5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTI ON 5YMB0L SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 056 FASTENED W PI 2Y211x0.131" NAILS @ 6" o.c. ALON6 PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 056 FA5TENED W P3 2Y211x0.131 " NAIL5 © 3" o.G. ALON6 PANEL EDGES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 056 FASTENED w/ 2 "xO.131" NAILS ® b" O.G. AT ALL PANEL E06E5 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.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (8) 36"xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL PRANIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARNALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE EN05 OF THE 5HEARWALL. Window i Door Allowable Wind Pre55ure5 140 MPH Wind Zone Ex o5ure B OPENING 51ZE INTERIOR ZONES END ZONES 8' 6arage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 PSF/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.q P5F +21.4 P5F/-28.3 P5F 20 5QFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +H.O P5F/-20.8 P5F W1.0 P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.B P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F (DEnd Zone i5 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 pressures above by a factor of 0.6 to obtain ultimate pressures. ROOF FRAMIN6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6' MIN. 0515/PLYHOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"4.113" RING SHANK NAILS (R5R5-01 OR EQUIV) a b" O.G. AT PANEL EDGES $ 0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6 TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 DELON w/ 51MP50N VTGR CLIPS a 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER HTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 ✓t BRAGIN6 OF METAL PLATE CONNECTED HOOD TRUSSES." • ROOF TRU55 SHOP 01165. SHALL BE SUBMITTED TO ARCH $ EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS a 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LENGTH < 15' 51MP50N H2.5T SINGLE ROOF TRUSS BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRU55 BEARIN6 ON WOOD STUD WALL/WOOD BEAM ALL 51MP50N HT520 51N6LE ROOF TRU55 OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR FLUSH G.T. BR6. ON GMU WALL ALL (2) 51MPSON HETAI6 ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED WITH CONNECTOR A5 L15TED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOHN ON THE SHOP GAR05. LEGENP • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL r-:-.-.-.-i 1: • ::::::: ► EXTENT OF OVERFRAMIN6 L'i -'-'J •---- --- - —INDICATES I/8"A" SAN GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE El (SEE NOTES) J L METAL HAN6ER INDIGATE5 P05T ABOVE. PROVIDE 50LID BLOGKIN6 UNDER P05T OR JAMB ABOVE. HOLPOAN / STRAP SCHEDULE SYMBOL 5PEGIFIGATION FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO GMU WALL w/ (1) 51MP50N M5T6M40 STRAP w/ (12) Y4" 5T-1 DIA x [V4" LON6 TAP6ON5 INTO GMU. DE516N ACCOUNTS FOR REDUCED STRAP GAP. FOR SHORTER TAP6ON5. (USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.) GENERAL STRUCTURAL NOTES • DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE. • WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL OE516N SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION. • DE516N LOA05: ROOF LIVE = 20 P517 DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5) = 30 P5F @ SLEEPING AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 PSF TOTAL ® TILE) WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED R15K GATE60RY 11 GENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RADE MEMBERS SPACED a 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED WITH 2x 'STUD' 6RADE MEMBERS 5PAGED 0 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE 5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS H/ 3-ROH5 OF 3"0.131" NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3"0.131" NAILS o 16" O.G. 5TA66ERE0. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR MORE GONDITION5. • REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 056 FASTENED w/ 2y2"xO.131" NAILS @ 6" O.G. ® E06E5 $ 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. 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=1.55x10^b psi • LVL - Fb=2600 psi; Fv=285 p51; E=2.Ox10^b psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OF 3"0.131" NAILS o 8" OIG OR 2 ROW5Y4"x5Y2" 51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) A 16" O/G. USE A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE TOP $ BOTTOM NAIL5/5GREN5 2" FROM ED6E. SOLID 3Y2" OR 5Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROH5 OFY4"xb" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK 5GREH5) o 16" 0/6. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5 2" FROM EDGE. A 50LID -I" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 o 24" O.G. FLOOR FRAMIN6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. $ EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY • FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXP05URE I, TONGUE AND 6ROOVE ED6E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3"4.131" NAILS 6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TA I R GON5TRUGTI ON NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (5) 3/y" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6 ON TREADS. • SEE STAIR FRAMING SECTION FOR MORE INFO. seal: �,��eo�easeej� JUL 2 © copyright :°44f�'`i NA\•� Stru4g1W Egg p j*W,1nc. o(D z JW W W z N CD z W J 0) CM E s = Q m E Q 1 J � z W S Co W m _ 8 N i� cc M n M&K project number: 068-2001 1 project mgr: IVJ M drawn by: JAI issue date: 04-07-20 REVISIONS: date: initial: 04/24/20 JAI sheet: C�•P" a SM0.0