|
MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEMLE AND 5PE6IFIGATION5 FOR ADVL INFO
<br />GROUT
<br />"`'"""
<br />= _ C-ROVT
<br />" `- ` BOTTOM REINF.
<br />PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />3 t --- t�_-
<br />PRECAST LINTEL W
<br />� EMBEDDED REINF.
<br />ME3-1
<br />MB-2
<br />ji TOP REINF. OR GONT.
<br />GONT. BOND BEAM
<br />. BOND BEAM REINF.
<br />_ REIN. A5 REO'D
<br />= GROUTO�
<br />BOTTOM REIN.
<br />4;..... BOTTOM REINF.
<br />O
<br />-- PREGAST LINTEL w/
<br />PRECAST LINTEL W
<br />EMBEDDED REIN.
<br />,
<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-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-1B/IT
<br />(1) #5
<br />(I) #5
<br />M13-4
<br />5RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-CRETE, QUALITY PRECAST CO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksl
<br />(b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />SHEET DESCRIPTION SHEET TITLE
<br />5-0.0 STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />13LOGK PLAN
<br />5-1.2
<br />2ND FLOOR FRAMING PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />SD-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />STRUCTURAL DETAILS
<br />PB513-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• OE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT H/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGONS 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR05ION-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOHIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTIN05
<br />2,500 psi:....... SLABS ON 61RADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE HEATHER SHALL NOT HAVE LESS
<br />THAN 5% OR MORE THAN -i% AIR ENTRAINMENT.
<br />• ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIRGIN SOIL OR j
<br />15% COMPACTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015CONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" AG6RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N HITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL
<br />MASONRY OPENINGS AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORGEMENT 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. (AS 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 />EDGES, AND OTHER LOCATIONS INHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AH 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 @ 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" D.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARE5 AS
<br />POSSIBLE (I:I RATIO), HITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"x0.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5•
<br />SOLE PLATE TO JOIST/BLK'6,
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS @ 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 ® 8" o.c.
<br />TOENAILS ® 6" o.c.*
<br />BLK'6. BTHN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS @ 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS ® 16' o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />(q) NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS 4
<br />INTER5ECTIN6 WALL5
<br />(2) NAILS
<br />(2) NAIL5
<br />2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />DIN6 GODS FLORIDA BUI SEGTION IC Oq
<br />L L
<br />( )
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED $ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFFIGIENT =
<br />ENGLOSED, +/- 0.8
<br />ANY WIND 5PEED/EXP05URE NOT L15TED
<br />HERE REQUIRES FORMAL EVALUATION
<br />APPROVAL FROM MULHERN � KULP
<br />5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />SHEATH I NIS SPEC I P I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARIIIALL WHICH REG2UIRE5 SHEATHING
<br />AND/ OR FASTENING 5PEGIFICATIONS
<br />BEYOND THAT OF STANDARD
<br />CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/52" PLYWOOD OR 0513 FASTENED W
<br />PI 2/'2"x0.131" NAILS @ 6" o.G. ALONG PANEL
<br />EDGES AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 0513 FASTENED W
<br />P3 2/'211xO.131" NAILS @ 5" o.G. ALONG PANEL
<br />EDGES AND 12" O.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR HOOD FRAMED WALLS N/ 15/32"
<br />PLYWOOD OR 05B FA5TENED N/ 2Y2'x0.131" 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 DIREGTLY APPLIED TO
<br />STUD FRAMING @ 16"o.G. MAX. U.N.O. ON PLAN.
<br />3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER N/ 3Y2"x0.131" 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 WALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRANIN65 FOR ADD'L HALL
<br />CONSTRUCTION REQUIREMENTS.
<br />b. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARHALL5.
<br />1. INHERE PANELS ARE APPLIED TO BOTH FACES OF HALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF THO 1'4' HIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARHALL.
<br />Window $ Door
<br />AlIoNcible Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 P5F/-20.1 P5F
<br />+18.5 PSF/-20.1 P5F
<br />16' 6arage Door
<br />+1 1.1 PSF/-11.1 PSF
<br />+1 1.1 PSF/-I1.1 PSF
<br />10 SOFT.
<br />+21,2 P51F/-221 P5F
<br />+21 A P5F/-28.3 PSF
<br />20 SOFT.
<br />+20.2 P5F/-22.0 PSF
<br />+20.2 P51F/-26.4 PSF
<br />50 SOFT,
<br />+I1.0 P5F/-20.8 P5F
<br />+I1.0 P5F/-23.1 P5F
<br />100 SOFT.
<br />+18.0 P5F/-I1.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 PSF/-11.6 P5F
<br />+15.8 P5F/-IT6 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
<br />A5GE 1-10 section 2.4.1 from ultimate
<br />pressures. Divide
<br />allowable pressures above by a factor of 0.6
<br />to obtain vltimate
<br />pressures.
<br />ROOF FRAMING
<br />•
<br />5 0 SCHEDULE FOR A L ROOF
<br />SEE ROOF TRU55 UPLIFT CONNECTOR L
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/I6" MIN. 0515/1FLYWOOD SHEATHING 24/16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"0.113"
<br />RING SHANK NAILS (R51R5-01 OR EGUIV.) 0 6" O.G. AT PANEL EDGES
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRUSSES N/ RIN6 SHANK NAILS m 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM GABLE 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 N/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 13G51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRACING
<br />OF METAL PLATE CONNECTED HOOD TRUSSES."
<br />• ROOF TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER
<br />FASTENED TO FRAMING N/(2) 3"0.131" NAILS @ 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD HALL/HOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />HOOD 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 HALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMP50N HETAI6
<br />FLUSH G.T. BRO. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/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 REGUIREMENT5 OF ASGE-1-10.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS 5HOHN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING HALL
<br />• _ _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF SHEARNALL
<br />o I: ' : I EXTENT OF OVERFRAMIN6
<br />L---'J
<br />• .... --,,,,,,,,INDICATES 1/8"A" 5AH GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />Wit' (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />HOLPOWN / STRAP SCHEVULE
<br />SYMBOL
<br />SPECIFICATION
<br />FASTEN BUILT-UP P05T5 SUPPORTING ROOF G.T. TO
<br />GMU HALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N 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 />• 0FLORIDABUILDING CODE.
<br />5 BASED ON bth EDITION 2 17 FL L DESIGN I BA E
<br />• HOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />SPECIFICATION FOR HOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOADS:
<br />ROOF LIVE = 20 PSF
<br />DEAD = I P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DECKS)
<br />= 30 PSF @ SLEEPING AREAS
<br />= 50 PSF @ GARAGE
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAILS
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 PSF TOTAL @ TILE)
<br />HIND ULTIMATE HIND SPEED 4 EXPOSURE AS LISTED
<br />RISK CATEGORY 11
<br />GENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 ® I b" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER m 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR SHEARHALLS SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' GRADE MEMBERS SPACED @ I b" O.G. (MAX.).
<br />• ALL NON -BEARING 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 $ (1)2x
<br />KING 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 4 OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS H/ 3-ROWS OF 3"x0.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2xb 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 H/ 3"0.131" NAILS a 1611 O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL HOOD FRAMED EXTERIOR HALLS N/ 1/I6" 05B
<br />FASTENED N/ 2y2"xO.131" NAILS @ 6" O.G. @ EDGES � 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL EDOE5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05TS
<br />CONTINUOUS TO FOUNOATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=I.55xI0^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OF 3"0.131" NAILS @ 8" o/G OR 2 ROWSY4"x3Y2"
<br />51HP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) ® 16" OIG. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS of 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAILS/5GREH5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OF Y4"xb" SIMP50N 5D5 5GREH5 (OR b 3/4" TRU55LOK
<br />5GREH5) 0 Ib" DIG. USE A MINIMUM OF 4 PONS FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM SGREW5
<br />2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT N/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG
<br />TAPGONS 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 HANGERS SHALL BE SPECIFIED BY I -JOIST /TRUSS
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• I-JOIST/TRUSS SHOP DH65, SHALL BE SUBMITTED TO ARCH. 4 EN6,
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY,
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND 61ROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS H/ GLUE AND 3"xO.131" NAILS
<br />b" O.G. AT PANEL EDGES 4 12" O,G, AT INTERMEDIATE SUPPORTS,
<br />TYPICAL STAIR CONSTRUCTION NOTE5
<br />• (3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3 Y2"
<br />LON6 TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS N/ (2) 3"xO.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.
<br />seal rh
<br />N 77824
<br />o
<br />.3 S TE
<br />CF
<br />g
<br />© copyright:®.,~;�®
<br />StructulafEhl1ihl8rkkg, c.
<br />a0
<br />z
<br />Ji-=
<br />W
<br />W
<br />z
<br />o
<br />CD
<br />z
<br />W
<br />J
<br />Z
<br />Q o
<br />v
<br />I-
<br />U
<br />.
<br />4
<br />oc
<br />UJ
<br />=
<br />=a
<br />Jz
<br />Q.
<br />Mo
<br />W
<br />op
<br />Y
<br />mLr;
<br />y
<br />W
<br />p N
<br />oG
<br />cr) c.
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />NJM
<br />KGK
<br />04.1 6-2
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />a
<br />r,•
<br />0
<br />J
<br />W
<br />0
<br />J
<br />Q
<br />W
<br />2
<br />Ld
<br />Q
<br />0
<br />U_
<br />U)
<br />CD
<br />z
<br />a
<br />W
<br />Z)
<br />rr�
<br />U
<br />
|