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<br />MASONRY LINTEL A55EMSL I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr--1,
<br />LQJ+i- MIN. (U GOURSE/BOND i L4JI+i- MIN. 0) GOUR5E/BON9
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />�4Et PREGA5T LINTEL W I ,. I PREGA5T LINTEL W
<br />EMBEDDED REINF. -+-1 # EMBEDDED REINF.
<br />MB-1 MB-2
<br />rr-- __ 1 ,
<br />i I+L- TOP GOUR5E, IF
<br />TOP GOURSE, IF I LQJ I
<br />L _� REGlb PER ARCH.
<br />v I I REQ'D PER ARCH.
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REQ'D
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. _ PREGA5T LINTEL Pi/
<br />PREGA5T LINTEL w/� EMBEDDED REINF.
<br />EMBEDDED REINF.
<br />MB-3 MBA
<br />MABONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />1`15-1
<br />8F8-O5/OT
<br />-----
<br />-----
<br />MB-2
<br />SF8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />SFI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M15-4
<br />SRF14-I6
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, WALITY PREGA5T CO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTE5:
<br />I. ALL LINTELS N/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REGURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE51614.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />S-1.3
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />6ENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTIN6 DE516N THESE FOOTIN65 HAVE BEEN EN61NEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE5ISTANGE GOMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE 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 SLAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 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'G=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• GONGRETE MASONRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AG 1 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL 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 WALLS. (AS SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 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 />• JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION BPEG F I GATI ONB (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />SOLE PLATE TO J015T/BLK'6.
<br />(5) NAILS ® 4" o.c,.
<br />(3) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />(2) TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO 5TUD
<br />2) NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" o.c,.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. J0I5T5 TO TOP PL.
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24 o.c.
<br />NAIL5 0 16 o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q) NAIL5 IN LAPPED AREA
<br />(IU NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ GORNER5 $
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />MMMMMEJ
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 CODE (SEGTION 160q)
<br />LATERAL DESIGN REGU I REMENTS FOR THE
<br />FOLLOWING WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT
<br />ENGLOSED, +/- 0.0
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 5HEAR WALL
<br />SHEATHING BPEG I F I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING 51PEGIFIGATION5 BEYOND THAT OF
<br />STNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FASTENED w/
<br />PI 2/211xO.131" NAILS @ 69" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 21/2"xO.131" NAILS @ 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALLS N/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2Y2"xO.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 FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<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 5HEARWALI_5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />%"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR MALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5.
<br />1. WHERE PANELS ARE APPL I ED 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" WIDE X 2'-0" TALL OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3:i(, SPAN RATING (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 t;/32" THICK, APA
<br />RATED 5HEATHIN6 F, EXPOSURE 105E OR PLYWOOD PE1
<br />ACCORDANCE WITH THE UL DE516N5 5PEGIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure B03
<br />OPENIN6 5IZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 PSF/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16' 6arage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 PSF/-I1.1 PSF
<br />10 SOFT.
<br />+21.2 PSF/-22.q PSF
<br />+21.4 P5F/-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.O PSF/-20.8 P5F
<br />+Iq.O P5F/-23.q P51F
<br />100 SOFT.
<br />+18.0 PSF/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.5 P5F/-11.6 P517
<br />(DEnd Zone 15 defined o5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®Pressures 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 pressures. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 24/b,
<br />EXPOSURE I. FASTEN SHEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END � DRA6
<br />TRUSSES N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/
<br />51MP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERWI5E NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 20 LEDGER
<br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS @ 16" O.G.
<br />UPL I FT GONNEGTOR5
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />SIMPSON H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMP50N HETA16
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETA16
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTEO
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51614
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS EN61NEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWIN6 SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />I: :I EXTENT OF OVERFRAMIN6
<br />•-- - - --------INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDIGATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL BTRUGTURAL NOTE5
<br />• DE51CYN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING GODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N
<br />SPEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FAGTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS � DECKS)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P5F @ 6UARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />RI5K GATE6ORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS 5PAGED @ 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 24" O.G. (MAX.).
<br />• ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD & (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL 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 BEAM5 4 HEADERS W/ 3-RON5 OF 3"xO.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1116" 05B
<br />FASTENED N/ 2142"xO.131" NAILS @ 6" O.G. ® ED6E5 4 12" O.G.
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />GONTINUOU5 TO FOUNDATION/13EARIN6.
<br />• EN61NEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• LSL - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10'6 psi
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5 )14"x3Y2"
<br />SIMP50N SD5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" 0/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY GONDITION. LOCATE
<br />TOP 4 BOTTOM NAILS/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A SOLID T BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ 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., EXPOSURE I, TON6UE AND GROOVE E06ES, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3'W.131" NAILS
<br />6" O.G. AT PANEL E06E5 1 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUCTION NOTE5
<br />• (3) 51N6LE PLY 2x 12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A55 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJAGENT HALLS N/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />© copyright :
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />DJR
<br />01-t -22
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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