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<br />MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />�4J+ - MIN. (1) COLF-5 OFJD i L4J+ i - MIN. (U COUR5E/BOt�
<br />1 1 BEAM ABOVE LINTS 1 1 BEAM ABOVE LINTS
<br />6Rour 6Rour
<br />BOTTOM REW
<br />�PRECAST LINTEL W/ PRECAST LINTEL W
<br />EMBEIA7ED REINF. #�-f EMBEDDED REINF.
<br />MB-I MB-2
<br />TOP COURSE, IF
<br />TOP COURSE, IF 1 LsJ
<br />m I L.Q I REQ'D PER ARCH. �- -.j REQb PER ARCH.
<br />TOP REW OR CONT. GONT' W
<br />BOND BEAM REINF. REINF. A5 REQD
<br />�Rour
<br />6RM BOTTOM REW
<br />BOTTOM REW •' ` PRECAST LINTS W
<br />ro
<br />I a• PRECAST LINTS W EMBEPPM REW
<br />4__W_I ftMBEVDW REINF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />MB-1
<br />SFS-OB/OT
<br />-----
<br />-----
<br />MI3-2
<br />SFS-IB/OT
<br />-----
<br />(1) #5
<br />113-3
<br />8FI6-I13/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 ksl
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELON
<br />SHEET LIST INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P1356-1
<br />5TRUCT1JRAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING GODE.
<br />• FOOTING DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT H/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />•FASTEN PARTITION HALL5 TO SLAB HITHy4" DIA. x 23/4" LONG
<br />TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.:
<br />F'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A C15% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 PSI w/ MAX 3/e" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP HALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR CONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MASONRY OPENIN65 AND AT ALL NALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR HALL5. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CLOSE TO 50UARE5 A5
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF 51-06. ELEMENT
<br />3"x0.131" NAILS
<br />3"x0.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO J015T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />(2) TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTHN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q) NAIL5 IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS 4
<br />I NTER5EGTI N6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN)
<br />TH 15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SEGT I ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED EXPOSURE ONLY:
<br />40 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT =
<br />ENGL05ED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT L15TED HERE
<br />REQU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K 5TRUGTURAL EN6INEERIN6.
<br />EXTERIOR $ SHEAR AALL
<br />SHEATHING 5PEC I P 1 CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL
<br />SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 0513 FASTENED w/
<br />PI
<br />21211x0.131" NAILS © 6" o.c. ALON6 PANEL
<br />E06E5 AND 12" o.G . IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR O5B FASTENED W
<br />P3
<br />2Y2"x0.131 " NAILS @ 3" o.G. ALON6 PANEL
<br />E06E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALL5 w/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ "x0.131" NAILS ® 6" O.G. AT
<br />ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAIL5 ® I6"o.c. USE (8)
<br />3,142"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR HALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L NALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALL5 ARE GON5IDERED 5HEARHALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMIN6 MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16' MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3W6 SPAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL L5/' THICK, APA
<br />RATED 5HEATHIN6 fib EXPOSURE 105B OR PLYWOOD PEi
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONESm
<br />6 6arage Door
<br />+18.5 P5F/-20.11 P5F
<br />+18.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P51F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq.0 P5F/-20.8 P5F
<br />+I61.0 P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-Il.b P5F
<br />End Zone 15 defined a5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®Pre55ure5 have been derived from 2020 FBG Table R301.2(2).
<br />®Pre55ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate Pre55ure5. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 055/PLYWOOD SHEATHING 24/b,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />5IMP50N VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERHI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS o 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />CONNECTOR
<br />LEN6TH
<br />LENG
<br />< 15'
<br />5IMP50N H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD HALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD NALL/WOOD BEAM
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />5IMP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 5IMP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU HALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />EXTENT OF OVERFRAMIN6
<br />• -- - INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® 6UAR05/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K CATEGORY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD 5T )D BEARIN6 HALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR HOOD STUD BEARIN6 HALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE GON5TRUGTED
<br />WITH 2x 5TUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 4 OTHER STRUCTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 5-RON5 OF 3"x0.131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALL5 w/ 1/I6" 05B
<br />FASTENED w/ 212"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10" 6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 3"x0.131" NAILS ® 8" OIG OR 2 RON5Y4"x3Y2"
<br />5IMP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) A 16" O/G. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/SGREH5 2" FROM ED6E. SOLID 3 Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />. FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />KITH 3 ROH5 OF Y4"xb" 5IMP50N 505 5GREH5 (OR 6 %" TRU55LOK
<br />5GREH5) ® 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENING AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /1RU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-J015T/TRU55 SHOP ON65. SHALL BE 5013MITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPO50RE I, TONGUE AND 6ROOVE E06E5, FASTEN
<br />SHEATHING TO FRAMIN6 MEMBERS H/ GLUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTE5
<br />• (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 5IMP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/16" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
<br />seal: ��%%
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<br />M&K project number:
<br />068-2001 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />REVISIONS:
<br />JSB
<br />DJ R
<br />12.15-21
<br />■ date: initial: ■
<br />sheet:
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