|
I
<br />Y
<br />MASONRY LINTEL AA55EM5L I E5
<br />5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO
<br />L4J* MIN. (1) COUR5EiBOND i �4J-MIN (U GaURSE�HOND
<br />BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT 6ROUT
<br />BOTTOM RER•F.
<br />I a• I PWGA5T LINTEL W I Q. I PRECAST LINTEL w/
<br />EMBEDDED REINF. EMB®DED MIFF.
<br />MB- I MB-2
<br />rr---7'
<br />1
<br />1 '+
<br />- TOP COUR55E` IF
<br />i+i- TOP COUR5E, IF
<br />I L4J
<br />m I LsJ 1
<br />v
<br />,
<br />REG'V PER ARCH.
<br />----j READ PER ARCH.
<br />TOP REW OR Clow.
<br />CONT. BOND BEAM
<br />BOND BEAM RERF.
<br />9
<br />REINF. AS WGIV
<br />6Rovr
<br />6pan
<br />_
<br />BOTTOM REINF.
<br />I n• I
<br />MB-3
<br />BOTTOM REINF.
<br />PRECAST LINT WIMF.
<br />EMBEDDED REW
<br />• --` PRECAST LINTEL W
<br />MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />43-1
<br />SF8-O6/0T
<br />-----
<br />---
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />BFIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M3-4
<br />8RFI4-15
<br />----
<br />----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTEL5 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 SHALL BE GRADE 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 />STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOGK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />5D-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P65B-1
<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 BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH y4" DIA. x 23/4" 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 GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi:...,... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 8 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 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 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 FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS 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 GROUTED 50LID 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 8'-0" O.G. IN
<br />EXTERIOR HALLS. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />E06E5, 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. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CL05E TO SQUARES A5
<br />P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BL06. ELEMENT
<br />3"4.131" NAILS
<br />3"4.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO JOI5TBLK'6.
<br />(3) NAILS ® 4" 0.6.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. JOI5T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAILS IN LAPPED AREA
<br />11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS d
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />2y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />ACCORDANCE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SECTION 1(90q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED $ EXP05URE ONLY:
<br />40 MPH - EXP. B
<br />WIND IMPORTANCE: FACTOR = 1.0
<br />INTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.16
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AAtLL
<br />SHEArTH I NG SPEC I F I CAST I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 0513 FASTENED W
<br />PI 2JV2"x0.131 " NAILS @ 6" O.C. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 055 FASTENED W
<br />P3 212"x0.131" NAILS ® 3" o.c. ALON6 PANEL
<br />ED6E5 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 05E3 FASTENED w/ A"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 />BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FA5TENIN6
<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 T06ETHER w/ 3Y2"x0.131" NAILS ® I6"o.c. USE (8)
<br />3Y2"x0.131" NAILS 9 EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALYSIS A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 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 OPENIN55 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILIN6 REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3Wc, 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 A55EMBLIE5 SHALL BE NOMINAL 15/ ' THICK, APA
<br />RATED 5HEATHIN5 EXPOSURE 1 056 OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Window i Door Allowable Wind Pre55ureS
<br />140 MPH Wind Zone Ex Q5ure B"
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 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 />+Iq.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 PW-11.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />End 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 />mPressures charted here are allowable pressures and have been
<br />reduced per A5GE 1-I6 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 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF SHEATHING SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/b,
<br />EXPOSURE 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 4
<br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG
<br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BC51 I
<br />" GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLIN6 8 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6,
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 W2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G.
<br />UPL 11=T CONNECTORS
<br />BEARIN6 CONDITION
<br />CONNECTOR
<br />LEN6TH
<br />LENGT
<br />< 15'
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />S1MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL BEARIN6 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 GONNECTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M✓IK HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-I6.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S 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 />• - - - LOGATION AND EXTENT OF 5HEARWALL
<br />1: • : : : : : : :1 EXTENT OF OVERFRAMIN6
<br />L-'i
<br />• -'- - -----INDICATE5 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU CORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN IS BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE516N LOADS:
<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 P51F (INGLUDIN6 5TAIR5 4 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® 6UARD5/HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />R15K GATE60RY 11
<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 BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE 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 o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 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 JAGK 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 BEAMS 4 HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNECTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 056
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 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 BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - 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 13 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK SCREWS) ® 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE ACCEPTABLE. USE 2 ROW5 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 (b 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 0 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 SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JO15T/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" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"4.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CONSTRUCTION NOTES
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 5IMP50N A35 CLIP AT EACH 5TRIN6ER.
<br />FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (5) 3/b" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068.2001 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />06-30-2 1
<br />REVISIONS:
<br />date: JUL 01 2021 initial:
<br />sheet:
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