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MASONR`1' LINTEL ASSEMBLIES
<br />5EE SCHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO
<br />= GROUT
<br />EPRECAST LINTEL H/
<br />EMBEDDED REINF.
<br />&Pour
<br />BOTTOM REINF.
<br />PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />MB- I
<br />MB-2
<br />m�
<br />TOP REINF. OR GONT.
<br />= GONT. BOND BEAM
<br />- BOND BEAM REINF.
<br />_
<br />= REINF. AS REQ'D
<br />-
<br />-= �T
<br />-
<br />= c4zam
<br />BOTTOM REINF.
<br />BOTTOM REIN.
<br />-- PRECAST LINTEL m/
<br />PREGAST LINTEL W/
<br />EMBEDDED REINF.
<br />EMBEDDED REINP.
<br />N il"a`--It
<br />MB-3
<br />MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP 7
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />SF8-OB/OT
<br />----
<br />-----
<br />MB-2
<br />&F&IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />I
<br />&FIG-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB 4
<br />5RFI4-15
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS 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 />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAILS
<br />PB5B-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE51614 15 BASED ON 6th EDITION (2011) FLORIDA 5UILDIN6 CODE.
<br />• FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ GONGRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 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 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO COORD.
<br />• CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOHIN6 MINIMUM GOMPRE551VE 5TRENOTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE.
<br />• FOOTIN05 AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR
<br />15% 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 3/6" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM 6210, TYPE 5. GMU DE516N BASED ON
<br />AGI 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 HALL AND SHALL
<br />AL16N WITH FOOTIN6 DONEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DONEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL 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 NALL 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 WALLS. (A5 SHOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB
<br />EDGES, AND OTHER LOGATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 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 0 12'-0" O.G. (RECOMMENDED) OR
<br />15'-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GLOSE TO SQUARES AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF 131-06. ELEMENT
<br />3"x0.131" NAILS
<br />3"0.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J0I5T/13LK'6.
<br />(3) NAILS 0 4" o.c,
<br />(3) NAILS 0 4" o.c.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 6" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS a 16" 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 />9 NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS 4
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THI5 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2017)
<br />FLORIDA BUILDING CODE (SECTION 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOHIN6 WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFF G I ENT =
<br />ENCL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L15TED
<br />HERE REQUIRES FORMAL EVALUATION I
<br />APPROVAL FROM MULHERN I KULP
<br />STRUCTURAL EN61 VEER I N6.
<br />EXTERIOR I$ SHEAR WALL
<br />SHEATHING SPECIFICATIONS
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />SHEARNALL NHIGH REQUIRES 5HEATHIN6
<br />AND/ OR FASTEN I N6 5PEG I F I GATI ON5
<br />BEYOND THAT OF STANDARD
<br />GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 0513 FASTENED w/
<br />PI 2V2"x0.131" NAILS @ 6" o.c. ALON6 PANEL
<br />EDGE5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2Y2"xO.131" NAILS @ 3" o.C. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR HOOD FRAMED HALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAILS 0 6" O.G. AT
<br />ALL PANEL E06E5 AND 0 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06ES SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIREGTLY APPLIED TO
<br />STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ -*2"xO.131" NAILS @ I6"o.c. USE (a)
<br />3Y2"xO.131" NAILS m EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARHALL5
<br />AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L HALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR NALL5 ARE CON51DERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" HIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR SHEARNALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARHALL.
<br />Window $ Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING SIZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.1 P5F
<br />+18.5 P5F/-20.1 P5F
<br />I66arage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 PSF/-11.1 PSF
<br />10 SOFT.
<br />+21.2 P5F/-22.1 PSF
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 PSF
<br />50 SOFT.
<br />+11.0 PSF/-20.8 PSF
<br />+11.0 P5F/-23.1 P5F
<br />100 SOFT.
<br />+18.0 P5F/-11.8 PSF
<br />+18.0 PSF/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 PSF
<br />+15.8 P5F/-I1.6 P5F
<br />mEnd 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 FRAMING
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTORS,
<br />• ROOF SHEATHING SHALL BE 1/Ib" MIN. 05B/PLYWOOD 5HEATHIN6 24/b,
<br />EXPOSURE 1, FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/6"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4
<br />o b" O.G. IN FIELD. FASTEN SHEATHING TO CABLE END 4 DRAG
<br />TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 13ELON w/
<br />51MP50N VTCR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 BG51 1
<br />" GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRACING
<br />OF METAL PLATE GONNEGTED HOOD TRUSSES."
<br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH 4 ENO.
<br />FOR REVIEH AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"0.131" NAILS 0 I6" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15,
<br />51MP50N HIOA
<br />HOOD STUD HALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARIN6 ON
<br />HOOD STUD HALL/HOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU HALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MPSON HETAI6
<br />FLUSH 6.T. BR6. ON GMU NALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED
<br />WITH GONNEGTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED HOOD
<br />TRU55 GON5TRU6TION". M4K HAS EN6INEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-10.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />SPECIFICATIONS AND LOADS 5HONN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARHALL
<br />e I : ' : I EXTENT OF OVERFRAMIN6
<br />•------ .._. - -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />Mw INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />IL (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 GORE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DESIGN
<br />5PECIF16ATION FOR WOOD CONSTRUCTION" - 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 P5F (INGLUDIN6 STAIRS DECKS)
<br />= 30 P5F 0 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD ® 6UAR05/HANDRAIL5
<br />= 50 P5F 0 GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL 0 TILE)
<br />HIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K GATE6ORY 11
<br />GENERAL FRAMING
<br />• EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x SPF OR 5YP
<br />'5TUD' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUCTED WITH 2x
<br />'STUD' GRADE MEMBERS SPACED 0 lb" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD HALLS SHALL BE CONSTRUCTED
<br />HITH 2x '5TUD' 6RADE MEMBERS SPACED 0 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TU05 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 4 OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-RON5 OF 3"x0,131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES 0
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 a 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL HOOD FRAMED EXTERIOR NALL5 w/ 1/16" 05B
<br />FASTENED w/ 2V2"x0.131" NAILS 0 6" O.G. @ E06E5 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 SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOHIN6:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55AO'b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10"6 psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROHS OF 3"0.131" NAILS 0 6" O/G OR 2 ROH5y4"4/2"
<br />51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 56REH5) 0 16" O/G. USE
<br />A MINIMUM OF 3 RONS FOR BEAM DEPTHS OF 14" OR GREATER,
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREH5 2" FROM EDGE. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2xb 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OFY4"xb" 5IMP50N 5D5 5GREH5 (OR b 3/4" TRU55LOK
<br />5GREH5) 0 I6" 0/6. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5
<br />2" FROM ED6E. A SOLID 1" BEAM IS ACCEPTABLE.
<br />• ALL INTERIOR HALL 5TUD5 IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGONS 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPEGIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOIST/TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6,
<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., EXPOSURE I, TONGUE AND 6ROOVE WOES, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS H/ GLUE AND 3'W.131" NAILS 0
<br />b" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL STAIR GON5TRUGTION NOTE5
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA, x 3,142"
<br />LON6 TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJAGENT HALLS w/ (2) 3"x0.131" 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 FRAMING SECTION FOR MORE INFO.
<br />seal: ��Oti�
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />NJM
<br />KGK
<br />05-26-20
<br />REVISIONS:
<br />date: initial:
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