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<br />n
<br />MABONW LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />'� i- MIN p) COURSFJHOND I i -MIN. (I) COLRSEA30W
<br />LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL_
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL w/ PRECAST LINTEL w/
<br /># EMBEDDED REINF. EMBEDDED REINF.
<br />MB-1 MB-2
<br />r I i i �� TOP COURSE, IF
<br />-0�- TOP COURSE, IF L4J I
<br />I
<br />m REO'D PER ARCH. v I L4J I REQ'D PER ARCH. c----�
<br />i TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REAP. REINF, AS RCQD
<br />6ROUr
<br />6ROUr BOTTOM REINF.
<br />BOTTOM REINF. • -- PRECAST LINTEL w/
<br />Q. I PRECAST LINTELREIN . EMBEDDED REINF.
<br />�-- - t
<br />-t-� EMBEDDED REINF.
<br />o MB-3 N M13-4
<br />MABONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />8F8-06/0T
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />81`I6-I5/IT
<br />(1) #5
<br />(1) #5
<br />ME-4
<br />8RF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" 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 LINTEL5.
<br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />SHEET DE5GRIPTION
<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 />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAILS
<br />PB5B-I
<br />15TRUGTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINGS HAVE BEEN EN6INEERED FOR A
<br />MINIMUM ALLONABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT N/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION HALLS TO SLAB WITHY4" DIA. x 23/4" LON6
<br />TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO510N-RE5I5TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. GONGRETE SHALL ATTAIN
<br />THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi: ....... FOOTIN65
<br />2,500 p5i:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/e" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU DESIGN BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 5" GONT. FULL LENGTH OF NALL w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL
<br />MASONRY OPENINC75 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />ED6E5, AND OTHER LOGATION5 NHERE SLAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AN 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 ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEC F I CATI ON5 (71'P. U.N.O.)
<br />DE5GRIPTION OF BLD6. ELEMENT
<br />3x0.131 NAILS
<br />5'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />SOLE PLATE TO JOI5TBLK'6.
<br />(5) NAILS @ 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<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. BTNN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.G.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />g NAILS IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS d
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THI5 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q)
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED � EXPOSURE ONLY:
<br />40 MPN - EXP. B
<br />WIND IMPORTANCE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.16
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR I$ SHEAR AALL
<br />5HEATHIN6 5PE , 11= I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENIN6 SPEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />5YMB0L SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />PI 2J/2"x0.131 " NAIL5 @ 6" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />P3 2'211x0.131" NAIL5 @ 3" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2Y9'xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL E06E5 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 ED6E
<br />AND FASTENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TO61LTHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS © EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANAL1Y515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE GON5IDERED 5HEARWALL5.
<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 THO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARHALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 KITH 33(6 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 %2" THICK, APA
<br />RATED 5HEATHIN6 %lb EXPO5URE I OSB OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window $ Door AIloNable Wind Pre55ure5
<br />140 MPH Wind Zone ExI205ure B®°
<br />OPENING 5IZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />I6Garage 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 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 />+lq.O P5F/-20.8 P5F
<br />+Ig.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+15.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P51F/41.6 P5F
<br />+15.8 P5F/-11.6 PSF
<br />(DEnd Zone i5 defined o5 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 Pre55ure5 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 TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYNOOD SHEATHING 16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %NO.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END it DRAG
<br />TRU55E5 W RING SHANK NAILS a 3" O.G. (U.N.O.). PROVIDE 13LOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRUSS BELOW w/
<br />51HP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 lt BRAGIN6
<br />OF METAL PLATE GONNEGTED HOOD TRU55E5."
<br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH it EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL I F7 CONNECTORS
<br />BEARIN6 GONDITION
<br />TRU55
<br />GONNEGTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N H►OA
<br />WOOD STUD HALL/HOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />HOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU NALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5161N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRANIN6 SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHONN ON THE SHOP CARDS.
<br />LEiSENP
<br />• ® INTERIOR BEARIN6 NALL
<br />• I-- = = = = BEARIN6 NALL ABOVE
<br />• BEAM / HEADER
<br />• M � M LOCATION AND EXTENT OF 5HEARWALL
<br />• I::: :I EXTENT OF OVERFRAMIN6
<br />• - INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = -f P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ 61JARD5/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED
<br />R15K GATEC70RY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING WALLS 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 SPACED 0 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD & (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS if 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 $ HEADERS N/ 3-ROW5 OF 3"xO.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS H/ 3"x0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO GONNEGTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/16" 0513
<br />FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. ® ED6E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID 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^(o psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi
<br />• FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS ® 8" O/G OR 2 ROH5Y4"x3Y2"
<br />5IMP50N 505 5GREN5 (OR 3)12" TRU55LOK 5GREN5) ® 16" O/G. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 i 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROH5 OF Y4"x6" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) ® 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A SOLID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/ Y4" DIA. X 4" LONG
<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 SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-J015T/TRU55 SHOP DH65. SHALL BE SUBMITTED 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., EXP05URE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS N/ 6LUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) SIMP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (5) 3/16" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (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 />9 SEE STAIR FRAMIN6 5EGTION FOR MORE INFO.
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<br />© copyright: MULHENARLPD 2 2022
<br />Structural Engineering, Inc.
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<br />M&K project number:
<br />068-1 9022
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />09-2 1 -2 1
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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