|
MASONRY LINTEL A55EM5L I E5
<br />5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADI?t INFO
<br />rr
<br />MIN. (1) GOUR5EAM Q +�-MIN (1) GOURSE/BOND
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />6Rour dour
<br />BOTTOM REW
<br />�., x..
<br />PRECAST LINTEL I PRECAST LINTEL W
<br />MB EMBEDDED FEW MB EMBEDDED RE1w.
<br />I
<br />I 1
<br />TOP RSE, IF
<br />I�-
<br />J I L4J
<br />i +OURSE,
<br />=
<br />TOP CI IF
<br />I L4J
<br />P
<br />I REQb PER ARCH.
<br />WGID PER ARCH.
<br />TOP REINF. OR CONT.
<br />CONT. BOND BEAM
<br />BOND BEAM REINF.
<br />It
<br />"
<br />REINF. AS REAb
<br />6Rour
<br />'
<br />6RouT
<br />_
<br />BOTTOM REW
<br />BOTTOM REW
<br />I a• I PRECAST LINTEL W
<br />�M EMBEDDED REW
<br />_ra
<br />MB-4
<br />PRECAST LINTEL W
<br />REW
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />43-2
<br />SFS-15/oT
<br />-----
<br />(1) #5
<br />MB-3
<br />8F16-I5/IT
<br />(1) #5
<br />1 (1) #5
<br />M13-4
<br />8RFI4-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<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 BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST 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 />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P655-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THE5E FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS To SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 a 52" 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 $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318, GONGRETE 5HALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51:....... FOOTIN65
<br />2,500 psi:....... 5LA55 ON GRADE (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 GRADE.
<br />• FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A 015% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM C210, 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 WALL AND SHALL
<br />ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLI6E WITH FOOTING DOWEL.
<br />• GROUT 50LID 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 GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL
<br />MASONRY OPENIN65 AND AT ALL WALL CORNERS.
<br />• VERTICAL REINFORCEMENT 5HALL 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 8'-O" O.G. IN
<br />EXTERIOR WALL5. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENING5 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF 5LA13
<br />E06E5, 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 />• JOINTS SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CL05E TO 5QUARE5 AS
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"4.131" NAILS
<br />3"0.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(3) NAILS o 4" O.C.
<br />(3) NAILS o 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS"
<br />TOP OR 50LE PLATE TO STUD
<br />2 `NA IL5
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS o 24" o.c.
<br />NAILS a I6" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS o 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 8
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PA61% OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BUILDING CODE (SECTION 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED 4 EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXPO5URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR HALL
<br />SHEATHING SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />5YMB0L SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />PI 2V211x0.131" NAILS ® 6" o.G. ALONG PANEL
<br />E06E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W
<br />P3 2V2"x0.131" NAILS @ 3" o.(,. ALONG PANEL
<br />E06E5 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 056 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E1?GE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENING
<br />2. ALL STRUGTURAL 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 TOGETHER w/ 5142"xO.131" NAILS ® I6"o.c. USE (8)
<br />3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />CON5TRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE 0ON5IDERED 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 />5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 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 A55EMBLIE5 SHALL BE NOMINAL 4jag," THICK, APA
<br />RATED 5HEATHIN6 . 6 EXPOSURE 1 055 OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex oSUre Bm®
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23.9 P5F
<br />100 5QFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />(DEnd Zone is 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 />®Pre55ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 1-I6 section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre5sure5 above by a factor of 0.6 for ult. pre55ures.
<br />ROOF FRAM I N6
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24/16,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6
<br />TRU55E5 w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM GABLE 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 />51MP50N VTGR CLIPS o 24" O.G.
<br />• ALL METAL HAN6ER5 5HALL 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, INSTALLING 8 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY.
<br />• SUPPORT PORCH ✓t SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G.
<br />UPL I FT CONNECTORS
<br />BEARING CONDITION
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51 MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH G.T. BRG. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOAD5 5HOWN ON THE SHOP CARDS.
<br />LEGENn
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• M LOCATION AND EXTENT OF 5HEARWALL
<br />• I:.:::::::I EXTENT OF OVERFRAMIN6
<br />1L' _'
<br />•- - - -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING GORE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - 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 d DEGK5)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® GUARDS/HANDRAILS
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 8 EXPO50RE A5 LISTED
<br />R15K GATE6ORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING 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 BEARING WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER o I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x
<br />'STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTED
<br />WITH 2x '5TUD' GRADE MEMBERS SPACED a 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (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 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 W/ 3-ROW5 OF 3"4.131"
<br />NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 ✓E
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"0.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES o 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 WALLS w/ 1/I6" 055
<br />FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E1?6E5 s 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 P05T5
<br />CONTINUOUS TO FOUNOATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 5Y2" TRU55LOK 5GREW5) A 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 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. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 510E
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<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 o 24" O.G.
<br />FLOOR FRAM I N6
<br />• I-JO15T5/TRU55E5 SHALL BE OE516NED BY MANUR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• 1 -JO I 5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. d ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPO50RE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL E06E5 d 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL 5TAIR GON5TRUGTION NOTE5
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE 5LA13 w/ (3) %" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" 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 FRAMING SECTION FOR MORE INFO.
<br />N
<br />a
<br />M&K project number:
<br />068-2001 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />DJ R
<br />01-14-22
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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