6846 Shelby Lynn Way - Laserfiche WebLink

Browse Search

MASONRY LINTEL A55EM5L I E5 SEE 5GHEDULE AND SPEGIFIGATIONS FOR ADD'L INFO 6Ran BOTTOM REINF. PRECAST LINTEL. W EPRECAST LINTEL W BIDED FEW. � � B40EVM REIN. MB- I MB-2 m TOP WOW OR GONE. GONT. BOND BEAM BOND BEAM REI}F. REIW. AS REQ'D • 6IRM 6RM - BOTTOM RELINE. BOTTOM REINF. • w --- PRECAST LINTEL H/ PRECAST LINTEL W EMBEDDED RELINE. EMBEDDED RELINE. MB-3 MB-4 MABONRY LINTEL DETAILS REINFORCEMENT MARK DESI6NATION TOP BOTTOM SHEAR REINFORGEMENT 1413-1 8F8-013/OT ----- ---- MB-2 8F8-I13/OT ----- (1) #5 MI3-3 8F16-I5/IT (1) #5 (1) #5 M13-4 I8RFI4-15 I --- --- APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO., AND LOTT'S GONGRETE. NOTE5: I. ALL LINTELS W SPANS GREATER THAN 14'-0" SHALL BE PRE5TRE55ED. 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 5HALL BE GRADE 60, fy=60 k51 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELON SHEET LIST INDEX SHEET DESCRIPTION SHEET TITLE 5-0.0 STRUCTURAL NOTES F-1.0 SLAB PLAN F-2.0 BLOCK PLAN 5-1.5 ROOF FRAMIN6 PLAN 50-1 FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS P555-1 STRUCTURAL DETAILS GENERAL STRUCTURAL NOTES FOUNDATION DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 PSF. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO 5LA5 HITHY4" VIA. x 23/4" LONG TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF HARDWARE 4 FA5TENER5 IN CONTACT N/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN THE FOLLOHIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psl:....... FOOTIN65 2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR e ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LESS THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VIR61N 501L OR q5% COMPACTED FILL. • MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 46 BAR DIA. • HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF. 0 GROUT SHALL BE A5TM G416 F'c=3000 P51 NI/ MAX 3/8" A66RE6ATE o CONCRETE MA50NRY 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 550/550.1 • REINFORGED GMU GORES (A5 INDICATED ON PLAN) SHALL ID BE REINFORGED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50" LAP 5PLIGE WITH FOOTING DOWEL. • 6ROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS • ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/ (1) #5 BAR GONT. (TYP. ® EXT. PERIMETER) • PROVIDE (1) #5 BAR 6ROUTED SOLID 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'-0" O.G. IN EXTERIOR HALLS. (AS 5HOHN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDH5, 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 5LAB (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 A5 GL05E TO SQUARES AS P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF 51-06. ELEMENT 3NO.131" NAILS 3"x0.120" NAILS JOIST TO 50LE PLATE (3) TOENAILS (3) TOENAIL5* 50LE PLATE TO JOI5T/BLK'6. (3) NAILS o 4" o.c. (3) NAILS o 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. BTNN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS o 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS o 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE g NAILS IN LAPPED AREA II NAILS IN LAPPED AREA TOP PLATE LAP ® GORNER5 4 INTER5EGTIN5 HALLS (2) NAILS (2) NAILS * 2V2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE NHERE * ARE 5HOWN) TH 15 MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BU I LD I N6 GODE (5EGTI ON 160q) LATERAL DE516N REQUIREMENTS FOR THE FOLLOWING WIND SPEED EXP05URE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FACTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION I APPROVAL FROM MULHERN I KULP 5TRUGTURAL EN61 NEER I N6. EXTERIOR 4 SHEAR Y`iALL SHEATH I N6 SPECIFICATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WHIGH REG2UIRE5 5HEATHIN6 AND/ OR FASTENING 5PEG I F I GATI ON5 BEYOND THAT OF STANDARD GON5TRUGTION 5YMB0L SHEAR PANEL 5PEG. 15/52" PLYWOOD OR 055 FASTENED N/ PI 2 Hx0.131" NAILS ® 6" o.G. ALONG PANEL E06E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 055 FASTENED N/ P3 2y2"xO.131" NAILS @ 3" O.G. ALONG PANEL E06E5 AND 12" o.c. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS IN/ 15/32" PLYWOOD OR 055 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E AND FA5TENIN6 2. ALL 5TRUGTURAL 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 T06ETHER w/ 3,14:2NO.131" NAILS ® I6"o.c. USE (8) %"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L WALL CONSTRUCTION REQUIREMENTS. 6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARNALL5. 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 TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" 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 +15.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +11.1 P5F/-Iq.1 P5F +11.1 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/-2(o.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +lq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-ICI.5 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.6 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F OEnd 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 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 FRAMING • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 056/PLYHOOD 5HEATHIN6 2446, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8'W.113" RIN6 SHANK NAILS (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL EDGES 4 ® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE 13LOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM 6A5LE END. PROVIDE "H" 5TYLE CLIPS ALON6 UNSUPPORTED E06E5. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND CONTINUOUSLY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/ 51MP50N VTGR CLIPS o 24" O.G. • ALL METAL HAN6ER5 SHALL BE 5PECIFIED BY THE TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55ES PER WTGA 4 TPI'5 BG51 I GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRU55E5." • ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. 0 SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LE06ER FASTENED TO FRAMING w/(2) 3"xO.131" NAILS o 16" O.G. UPLIFT CONNECTORS BEARIN6 CONDITION TRU55 CONNECTOR LEN6TH < 15' SIMPSON H2.5T 51116LE ROOF TRL65 BEARING ON > 15' 51MP50N HIOA WOOD STUD HALL/HOOD BEAM ROOF 61PDER TRU55 BEARING ON ALL 51MP50N HT520 WOOD STUD HALL/HOOD BEAM 51 NOLE ROOF TRU55 OR PORCH ALL SIMPSON HETA I6 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) SIMPSON HETAI6 FLUSH G.T. BR6. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RE5PON515ILITY 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 TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10. ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS. LEGEND 0 ® INTERIOR BEARIN6 WALL • c = _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARNALL I: : I EXTENT OF OVERFRAMIN6 L'_ _ _'J *___ ....._ _..____INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE . (SEE NOTES) J L METAL HANGER INDICATES P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE5161N LOAD5: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5) = 30 P5F ® 5LEEPIN6 AREAS = 50 P5F ® 6ARA6E = 200 # POINT LOAD ®GUARDS/HANDRAILS = 50 P5F ® 6UARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL ® TILE) WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED RISK GATEC70RY II 6ENERAL 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 HOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP 'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x STUD' 6RAVE MEMBERS SPACED o 16" O.G. (MAX.). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x 'STUD' 6RADE MEMBERS SPACED a 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD 4 (1)2x KIN6 STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. 0 ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBERS SHALL BE SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR BETTER (KILN -DRIED). 0 FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROH5 OF 3"x0.131" NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS a 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o 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" 055 FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDH5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOGKI% IN FLOOR 5Y5TEM UNDER ALL POSTS CONTINUOUS TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi • LVL - Fb=2600 psi; Fv=285 p5i; E=2.Ox10" 6 psi . FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROWS OF 3"x0.131" NAILS o 8" OIG OR 2 ROW5 Y4"x3Y2" SIMPSON 5D5 5GREN5 (OR 3142" TRU55LOK 5GREH5) o 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 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 4 2x8 MEMBERS. . FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 505 5CREW5 (OR 6 3/4" TRU55LOK 5GREN5) o 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR NALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 ® 24" O.G. FLOOR FRAMIN6 • I-J0I5T5/T1;ZU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-J015T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-JO15TM55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • FLOOR 51HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04, 24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS 6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS. TYPICAL 5TAIR GON5TRUGTION NOTE5 • (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR LANDING, INHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A55 CLIP AT EACH 5TRIN6ER. • FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB w/ (3) %," DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"4.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6 ON TREADS. • 5EE STAIR FRAMIN6 SECTION FOR MORE INFO. seal: 0 C T 1 6. Mpl No 77 24 STATE OF °'/o © copyright,:`�r'KGLP S&utt?�GrA�eering;ji�� z z Oilcc Lu w z_ o CD Z w m .- nQ.. J v 2 Z= Q L- U it .4. S� OT UJ �J = a m 1► ; Jz A Q� �g �UJ 0 y 6L1 m �h N C■ M n IV M&K project number: 068-2001 1 project mgr: J S B drawn by. j`JjJT issue date: 1 0-08-20 REVISIONS: ■ date: initial: ■ 4 O Cn W L- O z Z p � 0 Q � � F-4 d U Z � O C� J J sheet: SM0.0