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r4 F r
<br />MASONRY LINTEL A55EMSL I E5
<br />5EE 5CHEDULE AND 5PECIFIGATION5 FOR AIVL INFO
<br />LQJ+ i- MIN. (1) GOR EWND MIN (1) GOURSE/BOND
<br />BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT - - GROUT
<br />do BOTTOM REIN.
<br />1 PRECAST LINTEL w/ I a, I PRECAST LINTEL. w/
<br />z -#- -EMBEDDED REINF. EMBEDDED FEW
<br />MB-1 MB-2
<br />rr--,7 '+ TOP COUR5E, IF
<br />TOP COURSE, IF L4J
<br />i i REOV PER ARCH.
<br />m y I L4J I REGYD PER ARCH. c----�
<br />r TOP REINF. OR GONT. CONT. BOND BEAM
<br />BOND BEAM REIN. REIN. A5 REQD
<br />GROUT
<br />GROUTP-BOTTOMREIW.
<br />BOTTOM REIN. •VMB-4
<br />a PRECAST LINTEL w/
<br />4. EMBEDDED REIN.
<br />PREGA5T LINTEL w/EMBEDDED REIN.
<br />MB-3
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB 1
<br />8F8-0B/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-16/OT
<br />-----
<br />(1) #5
<br />M13-3
<br />81`16-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'5 GONGRETE.
<br />NOTE5:
<br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 ksl
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTES
<br />F-I.OA
<br />SLAB PLAN
<br />F-2.013
<br />BLOCK PLAN
<br />5-1.3A
<br />ROOF FRAMING PLAN
<br />5D-1
<br />FOUNDATION DETAILS
<br />SD-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF.
<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 WALLS TO SLAB WITH)/4" DIA. x 2%" 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 GORRO5ION-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRESSIVE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR)
<br />fly = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTINGS AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A g5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM
<br />COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED 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 />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/
<br />(1) #5 BAR CONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE 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 MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALL5. (AS SHOWN 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 />EDGES, AND OTHER LOCATIONS 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 />• JOINT5 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 />POSSIBLE 0:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEC I � I CATI ON5 (T1'P. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS ® 4" o.c.
<br />(3) NAILS ® 4" o.c.
<br />STUD TO 50LE PLATE
<br />2) TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAIL5
<br />(5) NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />13LK'6. BTWN. J015T5 TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />g NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® GORNER5
<br />INTERSECTING HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DES16NED IN
<br />ACCORDANCE WITH THE �th EDITION (2020)
<br />FLORIDA BUILDING GODS (SEGTI ON 160q)
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH EXP. E3
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.8
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUGTURAL ENGINEERING.
<br />EXTERIOR $ SHEAR WALL
<br />5HEATHIN6 SPEC I r-I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARNALL WHIGH REQUIRE5 SHEATHING AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI 2Y211x0.131 " NAILS @ 6" O.G. ALON6 PANEL
<br />ED6ES AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W/
<br />P3 2V2"x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6ES AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 0513 FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06ES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING SHAL .. BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OF. NIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARWALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARWALL.
<br />g. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(e SPAN RATING (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA
<br />RATED SHEATHING e EXPOSURE 105B OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Window i Door AI owab e Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure E3"
<br />OPENING SIZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 PSF/-20.q PSF
<br />16 Garage Door
<br />+I1.1 PSF/-Iq.1 PSF
<br />+I1.1 PSF/-Iq.1 PSF
<br />10 SOFT.
<br />+21.2 P5F/-22.q P517
<br />+21.4 P5F/-28.3 PSF
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 PSF
<br />50 SOFT.
<br />+lq.O PSF/-20.8 PSF
<br />+lq.O PSF/-23.q P5F
<br />100 SOFT.
<br />+18.0 PSF/-Iq.B PSF
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P517
<br />+15.8 P5F/41.6 PSF
<br />(DEnd Zone i5 defined as 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 pre55ure5 above by a factor OF 0.6 for ult. pressures.
<br />ROOF FRAMING
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYWOOD SHEATHING 2416,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 d
<br />® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END d DRAG
<br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W
<br />SIMPSON VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6
<br />OF METAL PLATE CONNECTED 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 TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL I fT CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMPSON H2.5T
<br />SINGLE ROOF TRU55 13EARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />SIMP50N HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF RECORD TO DESIGN
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• INTERIOR BEARIN6 WALL
<br />• - - - BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF SHEARWALL
<br />• I: : I EXTENT OF OVERFRAMIN6
<br />• - -- INDICATE5 1/8"A" SAW GUT CONTROL JOINT
<br />r INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOADS:
<br />ROOF LIVE = 20 PSF
<br />DEAD = 1 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 PSF (INCLUDING STAIRS 4 DECKS)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 P5F @ GARAGE
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P517 @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED
<br />R15K CATEGORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR
<br />5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALL5 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 @ 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED 0 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 INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 8 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 d HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS ® 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 056
<br />FASTENED w/ 212"x0.131" NAILS ® 6" O.G. @ ED6E5 8 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<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.Ox10A0 psi
<br />. FOR 2 1 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROW5 Y4"x3Y2"
<br />SIMPSON 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) 0 16" OIG. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"x6" SIMP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. 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 FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL ED6E5 1 12" O.G. AT INTERMEDIATE SUPPORTS.
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<br />© copyright : MULHERN & KULP
<br />Structural Engineering, Inc.
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<br />M&K project number:
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<br />project mgr: .J S B
<br />drawn by: DJ R
<br />issue date: 12-1 4-21
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