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MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />8F8-03/0T
<br />----
<br />-----
<br />M13-2
<br />8F8-I13/oT
<br />-----
<br />(1) #5
<br />M13-3
<br />81`16-15/IT
<br />(1) #5
<br />(I) #5
<br />MB-4
<br />8RFI4-15
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" 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 RE►NFORGEMENT 5HALL BE 6RADE 60, fy=60 ksl
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />5HEET LIST INDEX
<br />SHEET DESCRIPTION SHEET TITLE
<br />5-0.0 STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />2ND FLOOR FRAMIN6 PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />50-3
<br />15TRUGTURAL DETAILS
<br />P1355-I
<br />15TRUGTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING GORE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT 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 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 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. 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 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE 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 F I N15H 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP SPLICES 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 %" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO 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 530/530.1
<br />• REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL
<br />BE REINFORGED 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 SPLICE WITH FOOTING DOWEL.
<br />• 6ROUT 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 SIDE OF ALL
<br />MA50NRY OPENINC75 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE 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 OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB
<br />EDGE5, AND OTHER LOCATIONS WHERE 5LA13 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 AS CLOSE TO 5GUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"4.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO J015T/BLK'6.
<br />(5) NAILS ® 4" o.c.
<br />(5) NAILS ® 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" o.c.
<br />TOENAILS ® 6" o.0
<br />BLK& BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS a 24" o.c.
<br />NAIL5 a I6" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP a GORNER5 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE 5HOWt)
<br />TH15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REKU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED � EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />N ND I MPORTANGE FAGTOR = 1.0
<br />NTERNAL PRESSURE GOEFF I G ENT =
<br />ENGLOSED, +/- 0.16
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED
<br />HERE REGU I RE5 FORMAL EVALUATION
<br />APPROVAL FROM MULHERN $ KULP
<br />5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATH I NG SPEC I P I CATIONS
<br />ND I GATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6
<br />AND/ OR FASTEN I N6 5PEGIFIGATION5
<br />BEYOND THAT OF 5TANDAR0
<br />GON5TRUGTION
<br />5YMB0L SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />PI 2Y2"x0.131" NAILS @ 6" o.c. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2y2"x0.131" NAILS @ 3" o.c. ALON6 PANEL
<br />EDGES 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 055 FASTENED w/ 2 "xO.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 OCCUR OVER FRAMING OR 2X
<br />BLOGKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3, ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER W %"0.131" NAILS @ I6"o.c. USE (8)
<br />%` 0.131" 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 OPENIN65.
<br />5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS 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 MEMBER5.
<br />8, A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR SHEARWALL5 50
<br />LONG 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 />Window 4 Door AlIoNable Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure B
<br />OPENIN6 5IZE
<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.l 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 />+IcI.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 50FT.
<br />+I8.0 P5F/-Iq.B P5F
<br />+I8.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 %F/-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 />NOTE: Pressures charted here are allowable pressures and have
<br />been reduced per A5GE 1-10 section 2.4.1 from ultimate
<br />pressures. Divide allowable pressures above by a factor of 0.6
<br />to obtain ultimate pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 0156/PLYWOOD 5HEATHIN6 2446,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/b"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 SHEATHING TO 6ABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRUSS 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 GLIP5 a 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 � 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 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS a 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51 MP50N H2.5T
<br />5146LE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMPSON HETAI6
<br />FLUSH 63. BR6. ON GMU WALL
<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 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I::: :I EXTENT OF OVERFRAMIN6
<br />•-P-- - ---- ----INDICATES I/8"xl" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOL170AN / STRAP SCHEDULE
<br />5YMBOL
<br />SPEGIFIGATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO
<br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DESIGN ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0)
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = l P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDING STAIRS 4 DEGK5)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<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 $ EXP05URE A5 L15TED
<br />R15K GATE60RY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 a I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER a 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 -BEARING INTERIOR STUD WALL5 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 4 (1)2x
<br />KIN6 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 $ 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 ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05D
<br />FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED&E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/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.OXIOA6 psi
<br />. FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"0.131" NAILS a 8" O/G OR 2 ROW54"x%"
<br />51MP50N 505 5GREW5 (OR 3142" TRU55LOK 5GREW5) 0 16" O/G. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL565GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5( REW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GRE11,15
<br />2" FROM E06E. A SOLID l" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 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 MANUR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE 5PE61FIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWI5E 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., EXP05URE I, TONGUE AND 6ROOVE E06E5, 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 />TYPIGAL STAIR GONSTRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (3) 3/16" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />© copyright : MULHERts�lll�l�
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<br />M&K project number:
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<br />project mgr: J S B
<br />drawn by: MJT
<br />issue date: 1 0-09-20
<br />REVISIONS:
<br />date: initial:
<br />05/20/20 K6K
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<br />10/0q/20 MJT
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