|
MA50NRY LINTEL A55EMBL I E5
<br />SEE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />I LQ�+ - MIN. (1) GOUR5E/BOND i LQ�+ I- MIN. (1) GOURSE/EOND
<br />BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />t- Y� PREGA5T LINTEL W FREGAST LINTEL W
<br />EMBEDDED REIN. EMBEDDED REIN.
<br />MB-I MB-2
<br />rr--Ti
<br />''+L- TOP COURSE, IF
<br />d I +a-- TOP COURSE, IF I S I
<br />m L2 1 L _j REOD PER ARCH.
<br />REQ'D PER ARCH.
<br />TOP REIN. OR CANT. GENT. BOND BEAM
<br />BOND BEAM REIN. REIN. AS READ
<br />GROUT
<br />GROUT _ BOTTOM REINF.
<br />BOTTOM REIN. • PRECAST LINTEL w/
<br />PREGA5T LINTEL W yin 4__$4 EMBEDDED REIN.
<br />EMBEDDED REIN.
<br />MB-3 MBA
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />SF8-OB/OT
<br />-----
<br />-----
<br />M13-2
<br />SF8-I6/OT °
<br />-----
<br />(1) #5
<br />MB-3
<br />8FIb-I6/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: CAST-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 w/ 5PAN5 6REATER THAN W-O" SHALL BE PRE5TRE55E1?.
<br />2. SHORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET 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 />BLOCK PLAN
<br />5-1.5
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-1
<br />5TRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N IS BASED ON lth EDITION (2020) FLORIDA BUILDIN6 GODS.
<br />• FOOTING DE516N - THESE FOOTINGS 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 ® 32" o.G. 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 i FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 8 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON 6RADE (INTERIOR � EXTERIOR)
<br />fy 60,000 psi ...... REBAR
<br />• ALL GONGRETE EXPOSED 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 />• FOOTINGS AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/550.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTIGAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• GROUT SOLID 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 OPENINC75 AND AT ALL WALL GORNER5.
<br />• VERTIGAL 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 WALL5. (A5 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 />E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 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 CLOSE TO SQUARES AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 51=EG I � I GATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />5'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO JOISTBLK'6.
<br />(3) NAILS ® 4" O.G.
<br />(3) NAILS @ 4" o.G.
<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 ® 8" OL.
<br />TOENAILS @ 6" o.G.*
<br />B1-K'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS @ 24" o.G.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24" o.G.
<br />NAILS @ 16" o.G_
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS 4
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3x0.120", SAME SPAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GODS (SECTION IC Oq)
<br />LATERAL DE516N REGU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED 4 EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT =
<br />ENGL05ED, +/- 0.15
<br />ANY WIND SPEED/EXP05URE NOT L 15TED HERE
<br />REOU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEER I N6.
<br />EXTERIOR $ SHEAR JNALL
<br />5HEATHIN6 5PEG I P 1 GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/52" PLYWOOD OR 05E3 FASTENED W
<br />PI 2Y2"x0.131 " NAILS @ 6" O.G. ALON6 PANEL
<br />ED6E5 AND 12 o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR OSB FASTENED w/
<br />P3 212"x0.131" NAILS @ 3" o.G. ALONG 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/ 2Y2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I: ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENIR
<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 5HEARWAI._L5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"x0.131" NAILS ® I6"o.6. USE (8)
<br />3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW O:--ENIN65.
<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 FAGE5 OF WALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMIN6 MEMBERS.
<br />8. A MAXIMUM OF TWO I'-4" WIDE X 2'-0" TALL OPENINC75 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 OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUGT STANDARD
<br />P51 OR P52, OR APA PRP-105 WITH 33f6 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 L!Y32" THICK, APA
<br />RATED 5HEATHIN6 -7-3�6 EXP05URE 105E OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />40 MPH Wind Zone EX1205ure, 13"
<br />OPENING 5IZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 P5F/-20A P5F
<br />+15.5 P5F/-20.q P5F
<br />I6' 60rage 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 PSF
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B PSF
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-I1.6 PSF
<br />End 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 pre55ure5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMINC6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 4
<br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6
<br />TRU55E5 w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE 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 EACH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS @ 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA & TPI'S BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS ® 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />S1MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARING ON
<br />> 15'
<br />S1MP50N 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 />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON HETAI6
<br />BEAM BEARIN6 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 TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />L�G�N1�
<br />• ® INTERIOR BEARIN6 WALL
<br />• - - - BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />r- .-.-.�
<br />I: • :::::: ; I EXTENT OF OVERFRAMIN6
<br />L'
<br />•� ®® ---INDIGATE5 I/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME EN61NEERIN6 15 BASED ON ND5, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD GON5TRUGTION" - 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 (INGLUDIN(5 STAIRS 4 DEGK5)
<br />30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ 6UAR05/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = IO P5F (20 PSF TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />R15K CATEGORY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARING WALL5 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 BEARIN6 HALLS SHALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER 0 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 WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.).
<br />ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 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 BEAM5 $ HEADERS W/ 3-ROW5 OF 3"x0.131"
<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 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B
<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 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" 6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) ® 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 31v2" OR 5Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OFY4°xb" 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 GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. 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 @ 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 -JO I5T /TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 25/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 8 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A55 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• 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 I
<br />DJR
<br />01-14-2
<br />REVISIONS:
<br />date: initial:
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<br />sheet:
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