|
MA50NR'' LINTEL A55EMBL I ES
<br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />1L Ji �- MIN. (U COURSE/BOND I L.9 MIN. (1) COJRSEA30NO
<br />' ' BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT
<br />BOTTOM REIN.
<br />I Q. I PRECA5T LINTEL W I Q. I PRECAST LINTEL W
<br />_ , __ Eh113EDDED REIN. EMBEDDED REIN.
<br />MB-1 MB-2
<br />rr--T,
<br />i '+L-- TOP COURSE, IF
<br />TOP COURSE, IF I L of I
<br />ro' I LOJ I I I REQb PER ARCM.
<br />I I REQb PER ARCH. �----�
<br />I
<br />TOP REIN. OR GONT. CONT. BOND BEAMBOND BEAM REINF. REINF. AS REab6ROUT
<br />GROUT BOTTOM REIN.
<br />BOTTOM REIN. a. PRECA5T LINTEL W
<br />Id PRECAST LINTEL W EMBEDDED REIN.
<br />-t--�i` EMBEDDED REIN.
<br />MB-3 N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE5I6NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F&-OBIOT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I15/0T
<br />-----
<br />(I) #5
<br />MB-3
<br />8F16-IB/IT
<br />(I) #5
<br />(1) #5
<br />M13-4
<br />5RF14-16
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k9I
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET LIST INDEX
<br />SHEET OE5GRIPTION
<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 />STRUCTURAL DETAILS
<br />PBSB-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• OE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ GONGRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH /4" DIA. x 23/4" LONG
<br />TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RESI5TANGE COMPATIBILITY OF
<br />HARDWARE � FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAY5,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTINGS
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ 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 FIN15H GRADE.
<br />• FOOTINGS 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 />• HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE ASTM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />•ElREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE 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 />MASONRY OPENINGS AND AT ALL WALL GORNER5.
<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. (AS SHOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />EDGES, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS 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 5HALL BE AS GL05E TO SQUARES A5
<br />POSSIBLE (1:1 RATIO), KITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PECFICATION5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS o 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL5•
<br />TOP OR SOLE PLATE TO STUD
<br />t2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS o 6" o.0
<br />BLK'G. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5•
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS ® lb" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS $
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU j LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWI N6 WIND SPEED � EXP05URE ONLY:
<br />40 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />NTERNAL PRESSURE GOEFF G I ENT =
<br />ENGLOSED, +/- 0.1 b
<br />ANY WIND 5PEED%EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />SHEATH I NG SPEC I r-I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL WHICH REQUIRES SHEATHING AND/ OR
<br />FASTENING SPEGIFIGATION5 BEYOND THAT OF
<br />5TNORD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />PI 212"x0.131" NAIL5 @ 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />P3 2Y2"xO.131 " NAILS @ 3" O.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ "xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OGGUR OVER FRAMING OR 2X
<br />BLOGKIW7 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<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 TOGETHER w/ 3Y2"xO.131" NAILS @ I6"o.c. USE (5)
<br />3/2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARNALL5.
<br />1. 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 OPENINGS 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 EN05 OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.5. PRODUGT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33f(, SPAN RATING (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL a" THICK, APA
<br />RATED 5HEATHING ih EXPOSURE 105B OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516N5 5PEGIFIED.
<br />Window � Door A loveable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+15.5 P5F/-20.q P5F
<br />+15.5 P5F/-20.q P5F
<br />16 Garage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 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 PSF/-26.4 P5F
<br />50 SOFT.
<br />+Ic1.0 P5F/-20.8 P5F
<br />+Iq.O PSF/-23.q P5F
<br />100 SOFT.
<br />+18.0 PSF/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.5 PSF/-11.6 P5F
<br />+15.8 PSF/-11.6 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-I6 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures above by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAM I N6
<br />• 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1116" MIN. 05B/PLYWOOD SHEATHING 24/1(
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 %` 0.113"
<br />RING SHANK NAILS (R5R5-01' OR EQUIV) a (6" O.G. AT PANEL E06E5 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG
<br />TRUS5E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55ES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMING.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRACING
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH 4 ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPL I fT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />S1 MPSON H2.5T
<br />SINGLE ROOF TRUSS BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALLNOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />WOOD STUD NALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH G.T. BRG. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M:1:K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• - - - BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I: • : : ::::: I EXTENT OF OVERFRAMING
<br />0..e" - -- --INDICATE5 I/8"xl" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOA05:
<br />ROOF LIVE = 20 PSF
<br />DEAD = -I PSF T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING STAIRS i DECKS)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F @ GARAGE
<br />200 # POINT LOAD @ 6UARD5/HANORAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED
<br />R15K GATEGORY 11
<br />6ENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 a 16' O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TR1UGTEO WITH 2x
<br />'STUD' GRADE MEMBERS SPACED 0 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED 0 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 $ 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/ 5-RON5 OF 5'W.131"
<br />NAILS @ 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G.
<br />STAGGERED. 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 WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARING.
<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.Ox10A0 psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"0.131" NAILS ® 8" O/C OR 2 RON5Y4"x3Y2"
<br />51MP50N SOS 5GREW5 (OR 3Y2" TRU55LOK 5GREN5) ® 16" 0/6. USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREN5 2" FROM EDGE. SOLID 3 Y2" OR 5 /4"
<br />BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OF /4"x6" 51MP50N 505 5GREW5 (OR (9 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID T" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR NALL STUDS IN CONTACT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 a 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE5I67NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR 5HEATHING 5HALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUGTION NOTES
<br />• (3) SINGLE PLY 2x12 STRINGERS 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 SLAB w/ (3) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />M&K project number;
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<br />project mgr: ,J,SB
<br />drawn by: MJT
<br />issue date: 12-16-20
<br />REVISIONS,
<br />date: initial:
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