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ft
<br />YA5ONR1,r LINTEL A55EM5L I E5
<br />5EE 56HEOULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />i `Q� MIN (1) GOUR5EWND L4 J+ - MIN. (1) GOUR5EWN0
<br />I I BEAM ABOVE LINTEL 1 I BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />I I PREGA5T LINTEL w/ I a. I PREGAST LINTEL W
<br />� all EMBEDDED REINF. _ F��# EMBEDDED REINF.
<br />MB- I MB-2
<br />i I+ +- TOP GOUR5E, IF
<br />in d I L4J+ t- TOP GOUR5E, IF I UQ 1
<br />I I REOV PER ARCH. REQb PER ARCH.
<br />TOP REINF. OR GONT. CONT. BOND BEAM
<br />BOND BEAM REINF. REINF. AS REQb
<br />OROUT
<br />GROUT `C . BOTTOM REINF.
<br />BOTTOM REINF. -- PRECAST LINTEL w/
<br />k' g^ EMBEDDED REINF.
<br />PRECAST LINTEL W_ "r-
<br />`� t EMBEDDED REINF.
<br />MB-3 MB-4
<br />MA50NRY LINTEL IDETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />8F8-OB/0T
<br />-----
<br />-----
<br />MB-2
<br />SFS-IB/OT
<br />-----
<br />(1) #5
<br />M5-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />6RF14-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W SPANS GREATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REOURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=(90 k5i
<br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET L I BT I NI;)EX
<br />SHEET DESGRIPTION
<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 />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 GAPAGITY OF 1,500 PSF.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGONS PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51 ON-RE5 I STANGE GOMFATIBILITY OF
<br />HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER It HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51:....... FOOTINGS
<br />2,500 psi:....... SLABS ON GRADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A g5% PROGTOR 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 G476 F'c=3000 P51 w/ MAX 3/s" AGGREGATE
<br />• GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE5161\1 BASED ON
<br />AG 1 550/530.1
<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 WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY
<br />DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALLS. (AS SHOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JO I NT 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 AS GL05E TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I � I GAT I ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD5. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(5) TOENAIL5*
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS 0 4" o.c.
<br />(5) NAILS ® 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 T NAILS
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.G.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) 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 />NAILS @ 16" o.G.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ GORNER5
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 1 C Oa)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED 4 EXP05URE ONLY:
<br />40 MPH - EXP. 8
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEP1= G I ENT --
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 5HEAR VNALL
<br />5HEATHIN6 5PEG I P I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5T11DRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEG.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2/211xO.13111 NAILS @ 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 2J/211xO.131" NAILS @ 5" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/52"
<br />PLYWOOD OR 056 FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL ED6E5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FA5TENIN6
<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 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"xO.I31" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 ARE CONSIDERED 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 TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 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 3i16 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 132" THICK, APA
<br />RATED 5HEATHIN6 �3( EXPOSURE 105B OR PLYWOOD PEt
<br />AGGORDANGE WITH THE UL DES16N5 SPECIFIED.
<br />Window $ Door Al lowab e Wind Pre55ure5
<br />40 MPH Wind Zone Ex oSUre Roo
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+15.5 P5F/-20.q PSF
<br />I6Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 PSF
<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 PSF/-26.4 P5F
<br />50 SOFT.
<br />+lq.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+I8.0 P5F/-Iq.5 P5F
<br />+18.0 PSF/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />(DEnd Zone 15 defined as 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 />®Pressures charted here are allowable pressures and have been
<br />reduced per A56E 1-16 section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (RSR5-01 OR EQUIV) @ 6" O.G. AT PANEL ED6E5 $
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6
<br />TRUSSES w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKING
<br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6ES.
<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 />51MP50N VTGR GLIP5 @ 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL I r-T GONNEGTOR5
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51 MP50N H2.5T
<br />SINGLE 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 />51116LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF ANSI/TPI-2014
<br />"NATIONAL DE5ICYN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16,
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• = = = = = BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• M � m LOCATION AND EXTENT OF 5HEARWALL
<br />• I: :I 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 HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL 5TRUGTURAL NOTES
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DESIGN
<br />5PEGIFIGATION 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 FACTOR = 1.25
<br />FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F @ SLEEPING AREAS
<br />50 PSF @ 6ARA6E
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 PSF @ 6UARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P517 TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />RI5K GATE6ORY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 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 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 GON5TRUGTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS 5PAGED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ 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 W/ 3-ROW5 OF 3"4.131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 i
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/16" 05B
<br />FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G. @
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL EDCE5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• EN6INEERED 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 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"4.131" NAILS @ 8" OIG OR 2 ROW5Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" OIG. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 It 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID T BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 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 DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR SHEATHING SHALL BE 25/52" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ GLUE AND 3"xO.131" NAILS @
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr: ,J S B
<br />drawn by: DJ R
<br />issue date: `j 2-14-21
<br />REVISIONS:
<br />date: initial:
<br />)3/11/22 Dip,
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