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MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />GRO
<br />_ _ GRIT
<br />BOTTOM REINF.
<br />PRECAST LINTEL w/
<br />PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />EMBEDDED REINF.
<br />MB-1
<br />MB-2
<br />in
<br />TOP REINF. OR GONT.
<br />= T.
<br />= GON BOND BEAM
<br />BOND BEAM REINF.
<br />- REINF.AS REOV
<br />GROUTGROUT
<br />t'PRECA5T
<br />BOTTOM REINF.
<br />BOTTOM REINF.
<br />PREGAST LINTEL w/
<br />LINTEL W
<br />EMBEDDED REIN.
<br />EMBEDDED REINF.
<br />CV
<br />MB-3
<br />MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M15-1
<br />8F8-06/OT
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<br />-----
<br />MB-2
<br />SF8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />5RFI4-I13
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<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTELS A5 REOURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL RBNFORGEMENT SHALL BE GRADE 60, fy=60 ksl
<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 L 15T 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 FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />P135B-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE51611 15 BASED ON 6th EDITION (2011) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARING GAPAGITY OF 1,500 PSF.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY 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.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY CORR0510N-RE515TANCE GOMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD,
<br />• CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TRENOTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTINGS
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR)
<br />fy = 00,000 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 FINISH 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015GONTINUOU5 END OF REINF.
<br />• 6ROUT SHALL BE A5TM 0476 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRE551VE STRENGTH OF 1900 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G270, TYPE 5. CMU DESIGN BASED ON
<br />AGI 550/530.1
<br />• REINFORCED GMU GORES (AS 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 FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT SOLID 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 />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 6-0" D.G. IN
<br />EXTERIOR WALLS. (AS SHOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN510E GORNER5 OF SLAB
<br />E06ES, 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 />• JOINT5 SHALL BE LOCATED @ 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS CL05E TO 5QUARE5 AS
<br />P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC F I CATI ONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"0.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5•
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAILS @ 4" o.c.
<br />(3) NAILS @ 4" o.c.
<br />STUD TO 50LE PLATE
<br />(2) TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2) NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 6" o.c.
<br />TOENAILS @ 6" o.0
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS $
<br />INTERSEGTING WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA I DA BUILDING NG CODE I 5EGT1 ON 160q L L
<br />( )
<br />LATERAL DESIGN REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMFORTANCE FACTOR = 1.0
<br />INTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT LISTED
<br />HERE REQU I RE5 FORMAL EVALUATION �
<br />APPROVAL FROM MULHERN $ KULP
<br />STRUGTURAL ENGINEERING.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATHING 5PEG I F I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WH I GH REG2U I RE5 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 �2"x0.131" NAILS @ 6" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 0513 FASTENED w/
<br />P3 2Y2"x0.131" NAILS @ 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ I5/32"
<br />PLYWOOD OR OSB FASTENED w/ 2 "xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAM N6 @ 16 "o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENT5.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5.
<br />7. 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 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARWALL.
<br />Window $ Door Allowable Wind Pressures
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING SIZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 PSF/-20.1 PSF
<br />+18.5 PSF/-20.1 PSF
<br />16' Garage Door
<br />+11.1 PSF/-I1.7 PSF
<br />+11.1 PSF/-11.7 PSF
<br />10 SOFT.
<br />+21.2 P5F/-22.1 PSF
<br />+21.4 P5F/-28.3 PSF
<br />20 SOFT,
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+I1.0 P5F/-20.8 P5F
<br />+11.0 P5F/-23.1 P5F
<br />100 SOFT.
<br />+18.0 PSF/-I1.8 PSF
<br />+18.0 PSF/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-Il.b PSF
<br />(DEnd Zone i5 defined a5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pressures charted here are allowable pre55ure5 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 pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS,
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/16,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %"0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06ES $
<br />@ b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6
<br />TRU55E5 w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6A5LE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES,
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/
<br />51MP50N VTGR CLIPS @ 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 13651 1
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3x0.131" NAILS @ 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />SIMP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />ALL
<br />SIMP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMPSON HETAI6
<br />FLUSH O.T. BRO. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A56E-7-10.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I; ; I EXTENT OF OVERFRAMIN6
<br />•-, _ - ----INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />W*(SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />seal:
<br />GENERAL STRUCTURAL NOTES°'-
<br />°•°®
<br />N 7782
<br />>
<br />• DESIGN 15 BASED ON 6th EDITION (2017) FLORIDA BUILDING GORE.
<br />®* v i
<br />�� 51
<br />• WOOD FRAME ENGINEERING IS BASED ON NOS, NATIONAL DE 6N
<br />...p, .l®
<br />srAE F
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />®Eo�`�•:�C p
<br />• DE516N LOA05:
<br />®®®'®s`SSIONA�-
<br />ROOF LIVE = 20 P5F
<br />© copyright: MULHERVi 4111111111%t
<br />DEAD = 7 P5F T.G., ID P5F B.G.
<br />Structural Engineering, Inc.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 PSF (INCLUDING STAIRS $ DECKS)
<br />= 30 PSF @ SLEEPING AREAS
<br />Z
<br />J
<br />= 50 PSF @ 6ARA6E
<br />w
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAILS
<br />= LU
<br />z o
<br />= 50 PSF @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />z
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED
<br />LU
<br />R15K CATEGORY II
<br />J
<br />Q
<br />GENERAL FRAMING
<br />Z
<br />U
<br />• EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR
<br />c E
<br />5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />W = j
<br />• INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP
<br />m
<br />x '; E
<br />'STUD' GRADE LUMBER @ I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS),
<br />Q I
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />CD o
<br />W _Q op
<br />'STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.).
<br />y 009
<br />• ALL NON- BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />LU CD a
<br />WITH 2x STUD GRADE MEMBERS SPACED @ 24 O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />V
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />IF
<br />• ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />M&K project number:
<br />• FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO,131"
<br />068-2001 1
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES @
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />project mgr: NJ M
<br />• FACE NAIL BUILT UP 2x POST5 W/ 3"x0.131" NAIL5 @ 16" O.G.
<br />drawn by: KG K
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />issue date: 05-20-20
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N,O. ON PLANS).
<br />REVISIONS:
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 7/16" 0513
<br />date: initial:
<br />FASTENED w/ 212"xO.131" NAILS @ 6" Q.G. @ E06E5 $ 12" O.G. @
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• ~ CZ
<br />Qy
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 3"xO.131" NAILS @ 8" OIG OR 2 RON5Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) @ 16" OIC. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER,
<br />C
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/56REW5 2" FROM ED6E. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />Q
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OFY4"x6" 51MP50N SD5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGONS @ 24" O.G.
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<br />Z
<br />Q
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<br />U.
<br />UJ
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<br />0
<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 HANOER5 SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• I-JOIST/TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY,
<br />• FLOOR 5HEATHIN6 5HALL BE 23/32 CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND 6ROOVE EDCE5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS @
<br />6" O.G. AT PANEL EPOE5 $ 12" O,G, AT INTERMEDIATE SUPPORTS.
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<br />TYPICAL STAIR GON5TRUCTION NOTE5
<br />• (3) 51N6LE PLY 2x12 STRINOER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x(q P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS NS111111110
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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