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r r, MASONRY LINTEL A55EMBL I EB 5EE 5GHEDULE AND 5PEGIFIGATION5 FOR APP'L INFO LQ Ji I- MIN. (1) G40UR5E/130ND I LQ J+ i -MIN. (1)OU GRSE/BOND t t BEAM ABOVE LINTEL t t BEAM ABOVE LINTEL. 6ROUT GROUT BOTTOM REINF. 0. I PREGA5T LINTEL W I Q I PRECAST LINTEL w/ EMBEDDED REINF. i EMBEDDED REINF. MB- I MB-2 '+ �- TOP COURSE, IF Qt i i t+� TOP COUR5E, IF t LQJ t m I LQJ t t t REOV PER ARGH. REQ'D PER ARGH. - -� TOP REINF. OR GONT. GONT. BOND BEAM BOND BEAM REINF. 6ROLI A5 REQD Rour 6ROff BOTTOM REINF. BOTTOM REINF. a. PRECAST LINTEL w/ .....: PREGA5T LINTEL W 4-DL EMBEDDED REINF. EMBEDDED REINF. MB-3 MB-4 MA50WR LINTEL DETAILS REINFORCEMENT MARK DE516MATION TOP BOTTOM 5HEAR REINFORGEMENT MEH 8F8-OB/OT ----- ----- MB-2 SF8-IB/OT ----- (1) #5 M15-3 SFIb-IB/IT (1) #5 (1) #5 MB-4 8RFI4-IB ----- ----- APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO., AND LOTT'S GONGRETE. NOTES: I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED. 2. 5HORE FILLED LINTELS A5 REQURIED. 3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O. 4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS. 5. ALL REINFORGEMENT SHALL BE 61RADE 60, fy=60 k51 (a. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N. 1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW SHEET L I BT 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 SD -I FOUNDATION DETAILS 5D-2 STRUCTURAL DETAILS PB56-I 15TRUGTURAL DETAILS GENERAL STRUCTURAL NOTE5 FOUNDATION • DE51ON 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE. • FOOTIN6 DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F. • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED SOUTHERN PINE #2. • FASTEN PARTITION WALLS TO SLAB WITH)/4" DIA. x 23/4" LON6 TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER PLATE, 12" MAX. FROM PLATE ENDS. • BUILDER TO VERIFY CORR05I0N-RE515TANGE GOMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD. • CONCRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOOTIN65 2,500 psi:....... SLAB5 ON 6RADE (INTERIOR 4 EXTERIOR) fy = 60,000 psi ...... REBAR • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 1% AIR ENTRAINMENT. • ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE. • FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM VIR61N 501L OR GLEAN FILL GOMPACTED TO A g5% PROCTOR VALUE • MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR DIA. • HOOKS SHALL BE PROVIDED AT P15GONTIN000S END OF REINF. • GROUT SHALL BE A5TM G4�6 F'c=3000 PSI w/ MAX 3/e" AGGREGATE • CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM GOMPRE551VE 5TREN6TH OF I100 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 El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL EXTEND INTO BOND BEAM AT TOP WALL AND SHALL AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30" LAP 5PLIGE WITH FOOTIN6 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 MASONRY OPENIN65 AND AT ALL WALL CORNERS. • VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN EXTERIOR WALLS. (A5 SHOWN ON PLANS) • ROU6H OPENIN65 ARE GALLED OUT ON PLAN - BUILDER TO VERIFY. • PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB E06E5, 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 GRID PATTERN SHALL BE AS GL05E TO SQUARES A5 POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO CONNECTION SPECIFICATIONS (T1 F. U.N.O.) DESCRIPTION OF BLD6. ELEMENT 3"xO.131" NAILS 3"x0.120" NAILS J015T TO SOLE PLATE (3) TOENAILS (5) TOENAILS* SOLE PLATE TO J015T/BLK'G. (3) NAILS 0 4" o.G. (5) NAILS 0 4" o.c. STUD TO SOLE PLATE (2) TOENAILS (3) TOENAILS* TOP OR 50LE PLATE TO STUD 2 TNAIL5 (3) NAILS RIM TO TOP PLATE TOENAILS 0 8" o.c. TOENAILS 0 6" o.c.* BLK'6. BTWN. JOISTS TO TOP PL. (5) TOENAILS (3) TOENAIL5* DOUBLE STUD NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE NAILS 0 24" o.c. NAILS 0 16" o.c. DOUBLE TOP PLATE LAP 5PLIGE q NAILS IN LAPPED AREA (II) NAILS IN LAPPED AREA TOP PLATE LAP 0 CORNERS INTER5EGTIN6 WALLS (2) NAILS (2) NAILS * 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN) THIS MODEL HAS BEEN DE516NED IN ACCORDANCE WITH THE 7th EDITION (2020) FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q) LATERAL DE516N REOU I REMENT5 FOR THE FOLLOWIN6 WIND SPEED � EXPOSURE ONLY: 40 MPH - EXP. B WIND I MPORTANGE FAGTOR = 1.0 INTERNAL PRESSURE GOEFF I G I ENT = ENGLOSED, +/- 0.0 ANY W I ND 5PEED/EXP05URE NOT L 15TED HERE REQU I RE5 FORMAL EVALUATION $ APPROVAL FROM M+K STRUCTURAL EN61 NEERI N6. EXTERIOR 4 5HEAR WALL SHEATHING SPEC I F I GAT I ON5 INDICATES LOCATION AND EXTENT OF 5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR FA5TENIN6 SPECIFICATIONS BEYOND THAT OF 5TNDRD CONSTRUCTION SYMBOL SHEAR PANEL SPEC. 15/32" PLYWOOD OR 0513 FASTENED N/ PI 2Y2"xO.131" NAILS @ 6" o.G. ALONG PANEL ED6E5 AND 12" o.G. IN THE PANEL FIELD. 15/52" PLYWOOD OR 0513 FASTENED w/ P3 2y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL ED6ES AND 12" o.G. IN THE PANEL FIELD. STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS: SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32" PLYWOOD OR 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS) 1. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E AND FA5TENIN6 2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN. 3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ I6"o.G. USE (8) 3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.) 4. LATERAL ANALYS;5 ASSUMES ALL INTERIOR 5HEARWALL5 AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE AND BELOW OPENIN65. 5. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL GON5TRUGTION REQUIREMENTS. 6. ALL EXTERIOR WALLS ARE GON51DERED 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 TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50 LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE 5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM FROM THE ENDS OF THE 5HEARWALL. q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 WITH 32/6 SPAN RATIN6 (MAX.) 10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE RATED ASSEMBLIES SHALL BE NOMINAL t;/:32" THICK, APA RATED 5HEATHIN6 b EXPOSURE 1 056 OR PLYWOOD PER U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN AGGORDANGE WITH THE UL DE516N5 5PEGIFIED. Window $ Door Allowable Wind Pre55ure5 40 MPH Wind Zone Ex o5ure B®° OPENING 51ZE INTERIOR ZONES END ZONES 6 Garage Door +18.5 P5F/-20.q P5F +18.5 P5F/-20.q P5F 16' Garage 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 SOFT. +20.2 P5F/-22.0 P5F +20.2 PSF/-26.4 P5F 50 SOFT. +lq.O P5F/-20.8 P5F +Iq.O P5F/-23.q P5F 100 SOFT. +15.0 P5F/-Ici.B PSF +18.0 P5F/-22.0 PSF 500 SOFT. +15.8 P5F/-11.6 P5F +15.8 P5F/-11.6 P5F (DEnd Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40% of mean roof height. ®Pres5ure5 have been derived from 2020 FBG Table R301.2(2). ©Pre55ure5 charted here are allowable pre55ure5 and have been reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ure5. Divide allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5. ROOF FRAMIN6 • SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF TRU55 CONNECTORS. • ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/6, EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"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 GABLE END 4 DRAG TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6 ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END. PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06ES. • ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND GONTINUOU5LY UNDER ALL OVERFRAMIN6. • TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/ 51MP50N VTGR CLIPS 0 24" O.G. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERN15E NOTED. • ERECT AND INSTALL ROOF TRUSSES PER WTGA 6 TPI'S BG51 I GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6 OF METAL PLATE CONNECTED WOOD TRUSSES." • ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6. FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G. UPL I f'2T GONNEGTORB BEARING CONDITION TRU55LEN6TH CONNECTOR < 15' 51MP50N H2.5T 5IN6LE ROOF TRU55 BEARIN6 ON > 15' 51MP50N HIOA WOOD STUD WALL/WOOD BEAM ROOF 61RDER TRUSS BEARING ON ALL SIMPSON HT520 WOOD STUD WALL/WOOD BEAM SINGLE ROOF TRUSS OR PORCH ALL 51MP50N HETAI6 BEAM BEARIN6 ON GMU WALL ROOF 6.T., FLUSH BEAM OR ALL (2) 51MPSON HETAI6 FLUSH 6.T. BR6. ON GMU WALL ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED WITH GONNEGTOR AS LISTED ABOVE. IT 15 THE RE51PON51BILITY OF THE ENGINEER OF RECORD TO DE516N THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014 "NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT GONNEGTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16. ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS. LEGEND • ® INTERIOR BEARIN6 WALL • _ _ _ BEARIN6 WALL ABOVE • BEAM / HEADER • LOCATION AND EXTENT OF 5HEARWALL 1: • :::.:::1 EXTENT OF OVERFRAMIN6 L'-'-'-'J •�- - - —INDICATES I/8"A" SAW GUT CONTROL JOINT INDICATES LOCATION OF REINFORCED GMU GORE (SEE NOTES) J L METAL HAN6ER INDIGATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE 6ENERAL 5TRUGTURAL NOTE5 • DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE. • WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL OE516N SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION. • DE51611 LOAD5: ROOF LIVE = 20 P5F DEAD = I P5F T.G., 10 P5F B.G. LOAD DURATION FAGTOR = 1.25 FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS $ DECKS) = 30 P5F @ 5LEEPIN6 AREAS = 50 P5F @ 6ARA6E = 200 # POINT LOAD @ GUARDS/HANDRAILS = 50 P5F @ GUARD IN -FILL GOMPONENT5 DEAD = 10 P5F (20 P5F TOTAL @ TILE) WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED RI5K GATE60RY II 6ENERAL FRAMIN6 • EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR 5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP '5TUO' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS). • ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x 'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX). • ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.). • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS 5PEGIFIED AT A SUPPORT INDICATES THE NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O.. • ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL 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 W/ 3-ROW5 OF 3"xO.131" NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 & 2x8 MEMBERS. • FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS 0 16" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR MORE CONDITIONS. • REFER TO CONNECTION SPEGIFIGATION5 TABLE FOR ALL CONNECTIONS (TYP. U.N.O. ON PLANS). • SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1116" 05B FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS. • PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5 CONTINUOUS TO FOUNDATION/13EARIN6. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L - Fb=2325 psi; Fv=310 p5 i; E=1.55x 10'6 p5 i • LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10'6 psi • FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF 3"xO.131" NAILS 0 8" OIG OR 2 ROWS Y4"x3Y2" 51MP50N SOS 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 3 Y2" OR 5 Y4" BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER WITH 3 ROW5 OF Y4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK 5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5 2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE. • ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6 TAPGON5 @ 24 O.G. FLOOR FRAMIN6 • I-JOI5TS/TRUS5E5 SHALL BE DE516NED BY MANUF. TO MEET OR EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA. • ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55 MANUFAGTURER, UNLE55 OTHERWISE NOTED. • I-JOIST/TRU55 SHOP 1W55. 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, TONGUE AND 6ROOVE E06E5, FASTEN 5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS 0 6" O.G. AT PANEL E06E5 8 12" O.G. AT INTERMEDIATE SUPPORTS. �,q®111 seal: ��.� ° F No ° °A T�� OF s;f ©copyright:MULI� �1� Structural Engineering, Inc. z tJ w w Z c C" z wQ Oa.. J V .n W F_ C/3 j Q Z > A o tJ W Y o p y ca m t% cc C■ N M d M&K project number: 068-200 1 1 project mgr: J S B drawn by: DJ R issue date: 12-1 5-2 `j REVISIONS: date: initial: 4 O M W L- 0 W � z 0 a d U U W F- 0..� J J sheet: SW0.0