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MASONRY LINTEL ASSEMBLIES 5EE 56HEDJLE AND 5PEGIFIGATION5 FOR ADVL INFO BOTTOM REW. PRECAST LINTEL W PRECAST LINTEL w/ B°BEDDM REINF. � I I Eh18EDDEfl REINF. MB-1 MB-2 mn? TOP REINF. OR CONT. CONT. BOND BEAM BOND BEAM REINF. REINF. AS REQb cur 6vr BOTTOM REINF. BOTTOM FEW. i•. PRECAST LINTS w/ PRECAST LINTEL W EMBEDDED REINF. ET'®EDDED REINF. MB-3 MB-4 MA50NR`Y LINTEL DETAILS REINFORCEMENT MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT MB-1 8F8-O5/0T ----- ----- M13-2 8F8-I13/0T ----- (1) #5 MB 3 81`16-I5/IT (1) #5 (1) #5 43-4 8RFI4-I5 ----- ---- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED. 2. SHORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5. 5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksl 6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN. 1. ALL LINTEL5 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 5D-I FOUNDATION DETAILS 50-2 STRUCTURAL DETAILS PB55-1 STRUCTURAL DETAILS GENERAL 5TRUCTURAL NOTES FOUNDATION • DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARING 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 WALL5 TO 5LAB WITH)/4" DIA. 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 GORRO51ON-RE515TANGE COMPATIBILITY OF HARDWARE ri; FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD. • CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN THE FOLLOWING MINIMUM GOMPRE551VE 5TREN5TH5 IN 28 DAYS, U.N.O.. f'c = 2,500 p51:....... FOOTINGS 2,500 psi:....... 5LAB5 ON GRADE (INTERIOR : EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE. • FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR C15% COMPACTED FILL. • MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR DIA. • HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF. • GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE • CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON AGI 550/550.1 • REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30" LAP SPLICE WITH FOOTING DOWEL. • GROUT 50LID ALL REINFORCED GMU GELL5 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 GROUTED 50LID ON EACH SIDE OF ALL MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORGEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MA50NRY CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN EXTERIOR WALLS. (A5 5HOWN ON PLANS) • ROU6H OPENINGS ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 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" 5LAB) • JOINT5 SHALL BE LOCATED ® 12'-0" O.G. (RECOMMENDED) OR 15-0" O.G. (MAXIMUM) • JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5 POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (TYP. U.N.O.) DESCRIPTION OF BL06. ELEMENT 3"4.131" NAILS 3"4.120" NAILS J015T 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 SOLE PLATE TO STUD 2 NAILS 3 NAILS RIM TO TOP PLATE TOENAILS o 8" o.c. TOENAILS o 6" o.c.* BLK'S. BTWN. JOISTS TO TOP PL. (3) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS ® 16" o.c. DOUBLE TOP PLATE NAILS ® 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 0 GORNER5 ✓!: INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN) THIS MODEL HAS BEEN DESIGNED IN AGGORDANGE WITH THE 6th EDITION (2011) FLORIDA BUILDING GORE (5EGT I ON 160q) LATERAL DESIGN REQUIREMENTS FOR THE FOLLOWING WIND SPEED � EXPOSURE ONLY: 140 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 NTERNAL PRE55URE GOEFF I G I ENT = ENGL05ED, +/- 0.18 ANY WIND 5PEED/EXP05URE NOT L 15TED HERE REQUIRES FORMAL EVALUATION APPROVAL FROM MULHERN I KULP STRUCTURAL EN61 NEERI N6. EXTERIOR 4 SHEAR AALL SHEATHING 5PEG I r-I CATIONS INDIGATE5 LOCATION AND EXTENT OF 5HEARWALL WH I GH REQU I RE5 5HEATHIN6 AND/ OR FASTENING BPEGIFIGATION5 BEYOND THAT OF STANDARD GON5TRUGTION SYMBOL SHEAR PANEL 5PEG. 15/32" PLYWOOD OR 055 FASTENED W/ PI 2'2"xO.131 " NAIL5 © 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/32" PLYWOOD OR 05B FASTENED W/ P3 42"x0.131" NAIL5 ® 3" o.G. ALON6 PANEL ED6E5 AND 12" o.c. IN THE PANEL FIELD. 5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ "0.131" NAILS ® 6" O.G. AT ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS) I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMING OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND FA5TENIN6 2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8) 3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0) 4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWING5 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5. 1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. 8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 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 +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F I6Garage Door +I1.1 P5F/-Iq.1 P5F +I1.1 P5F/-Iq.1 P5F 10 SOFT. +21.2 P5F/-22.g P5F +21.4 P5F/-28.3 P5F 20 SOFT. +20.2 P5F/-22.0 P5F +20.2 P5F/-26.4 P5F 50 SOFT. +IC1.0 P5F/-20.6 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +18.0 P5F/-Iq.8 P5F +18.0 P5F/-22.0 P5F 500 SOFT. +15.8 P5F/-I1.6 P5F +15.8 P5F/-I1.6 P5F mEnd Zone 15 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 FRAM I N6 • SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRUSS CONNECTORS. • ROOF 5HEATHIN6 5HALL BE 1/I6" MIN. OBB/PLYWOOD 5HEATHIN6 24/16, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/o"x0.113" RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES Q ® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG TRUSSES w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE BLOGKIN6 ALONG PANEL E1?6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5. • 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 ® 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55 MANUFACTURER, UNLESS OTHERWISE NOTED. • ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRU55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER FA5TENED TO FRAMING w/(2) 3"xO.131" NAILS a 16" O.G. UPL I PT CONNECTORS BEARING CONDITION TRU55 CONNECTOR ENr5T51146LE < 15' 51 MP50N H2.5T ROOF TRU55 BEARING ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF GIRDER TRUSS BEARING ON WOOD STUD WALL/WOOD BEAM ALL SIMPSON HT520 51N6LE ROOF TRU55 OR PORCH ALL SIMPSON HETA16 BEAM BEARING ON GMU WALL ROOF G.T., FLUSH BEAM OR ALL (2) 51MP50N HETAI6 FLUSH G.T. BRG. ON GMU WALL ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED WITH CONNECTOR AS LISTED ABOVE. IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD TRU55 CONSTRUCTION". M✓EK HAS ENGINEERED ALL ROOF TRU55 UPLIFT GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-1-10. ALL UPLIFT CONNECTORS AND LOAD5 PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR 5PEGIFIGATION5 AND LOA05 SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARING WALL • _ _ _ _ = BEARING WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL I; • : ; I EXTENT OF OVERFRAMIN6 •-_.-_ - �- INDICATE5 I/8"A" SAW GUT CONTROL JOINT INDICATE5 LOGATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HANGER INDICATE-5 P05T ABOVE. PROVIDE SOLID BLOGKIN6 UNDER P05T OR JAMB ABOVE. GENERAL STRUCTURAL NOTES • DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N 5PECIF16ATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51614 LOADS: ROOF LIVE = 20 P5F DEAD = 1 P5F T.G., 10 P5F B.G. LOAD DURATION FACTOR = 1.25 FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 $ DECKS) = 30 PSF ® SLEEPING AREAS = 50 P5F ® GARAGE = 200 # POINT LOAD @ 6UARD5/HANDRAIL5 = 50 P5F ® GUARD IN -FILL COMPONENTS DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED 4 EXPO5URE AS L15TED RISK GATE60RY II GENERAL FRAMING • EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR 5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x 5TUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.). • ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.). • ALL HEADER5 5HALL BE SUPPORTED BY (1)2x JACK STUD ✓t (1)2x KING STUD, MINIMUM. - THE NUMBER OF 5T1JD5 SPECIFIED AT A SUPPORT INDICATE5 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). • FAGE NAIL MULTI -PLY 2x BEAM5 $ HEADERS W/ 3-ROW5 OF 3"xO.131" NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 2x8 MEMBERS. • FACE NAIL BUILT UP 2x P05T5 W/ 3'W.131" NAILS o 16" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION 5PEGIFICATION5 TABLE FOR ALL GONNEGTION5 (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 05B FASTENED w/ 2y2"x0.131" NAILS o b" O.G. ® ED6E5 4 12" O.G. CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5 GONTINUOU5 TO FOUNDATION/BEARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi • LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi . FOR 2 $ 3 PLY 13EAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROWS OF 3"4.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2" 51MP50N 5D5 5GREW5 (OR YY2" TRU55LOK 5GREW5) o 16" 0/C. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK 5CREW5) a 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 56REW5 2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG TAPGON5 0 24" O.G. FLOOR FRAM I N6 • I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE SPECIFIED BY I-JOI5T /TRU55 MANUFACTURER, UNLE55 OTHERWISE NOTED. • I-J015T/TRU55 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, TONGUE AND GROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"x0.131" NAILS b" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS. TYPIGAL 5TAIR GON5TRUGTION NOTES • (3) 51N6LE PLY 2x12 5TRINGER5 FASTENED TO HEADER AT TOP OR LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/ (1) 51MP50N A35 CLIP AT EAGH STRINGER. • FASTEN 2x6 P.T. PLATE TO CONCRETE 5LA13 w/ (3) ,%" DIA. x 3 Y2" LONG TAPGON5. • FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS AT EACH STUD, WHERE APPLICABLE. • PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DECKING ON TREADS. 9 SEE STAIR FRAMING 5EGTION FOR MORE INFO. se�I�lV 1 fl zfl�„esotaL� o © copy�igMi i 41L1fr�RN & KULP 'structural Engineering, Inc. aCD z JEa- w D w z LD z Lu J Z= U WF_ J Jz W 0 y W C O rn .n <c A Q C CM m E Q A c� Y g m O N M CL M&K project number: 068-2001 1 project mgr: drawn by: issue date: JSB MJT 10-12-20 REVISIONS: date: initial: W H 0 J 'Q H U 0 I -- sheet: J W 0 w J 4 'Q 0 J LL z x a LO 'Q W �i 'Q U 41 'Q 0 Z J J SM0.0