|
MA50NRY LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr---71
<br />MIN. (1) GOUR5E/BOND I i 1 MIN. (1) COURSEA30W
<br />I LQJ i BEAM ABOVE LINTEL 1 L4J i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />i .i '
<br />PREGAST LINTEL w/ PREGAST LINTEL W
<br />�c EMBEDDED REINF. � EMBEDDED REINF.
<br />MB-1 MB-2
<br />rr--T,
<br />I 1 - TOP COURSE, IF
<br />TOP COURSE, IF
<br />in a l L4J 1 I 1 REOV PER ARGH.
<br />REOV PER ARCH.
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. AS READ
<br />GROUT
<br />GROUT `I- Cliz4-13OTTOM REINF.
<br />BOTTOM REINF. • -- PRECAST LINTEL w/
<br />EMBEDDED REINF.
<br />PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />MB-3 N MB-4
<br />MA50NRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I6/OT
<br />-----
<br />(1) #5
<br />M6-3
<br />8FIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M5-4
<br />8RF14-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT CUT OR MODIFY PRESTRESSED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, f y=60 k5i
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<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 FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY 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 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY CORRO51ON-RE515TANCE COMPATIBILITY OF
<br />HARDWARE 6 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER � HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi: ....... FOOTIN65
<br />2,500 p5i:....... SLABS ON 6RADE (INTERIOR 8 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED 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 GRADE.
<br />• FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<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'G=3000 PSI w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE STRENGTH OF Ig00 PSI (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<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 WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP SPLICE WIT14 FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. a EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL
<br />MASONRY 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" O.G. IN
<br />EXTERIOR WALL5. (AS 5HOWN 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 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 />• JOINTS SHALL BE LOCATED a 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I � I GATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3x0.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS a 4" o.c.
<br />(3) NAILS a 4" o.c.
<br />STUD TO SOLE PLATE
<br />2) TOENAILS
<br />(3) TOENAIL5#
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS a 8" o.G.
<br />TOENAILS a 6" o.G.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS a 24" o.c.
<br />NAILS a 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS a 24" o.G.
<br />NAILS a 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />(II NAILS IN LAPPED AREA
<br />TOP PLATE LAP a CORNERS 4
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THI5 MODEL HAS BEEN DES16NED IN
<br />AGCORDANGE WITH THE �th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DES 16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED 4 EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.0
<br />ANY WIND SPEED/EXPOSURE NOT L I5TED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEER I N6.
<br />EXTERIOR 4 5HEAR lNALL
<br />5HEATH I N6 5PEG I F I GATI ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2y2"xO.131" NAILS © 6" o.C. ALON6 PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />P3 2)2"x0.131" NAILS @ 3" o.G. ALON6 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 O5B FASTENED w/ 2Y2"xO.131" NAILS a 6" O.G. AT
<br />ALL PANEL EDGES AND a 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 FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING a 16"o.G. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 511ALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETFIL=R w/ 3Y2"xO.131" NAILS a 16"o.c. USE (8)
<br />3Y2"xO.131" NAILS a LA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARWALL5.
<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 ENDS OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32,�6 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 A55EMBLIE5 SHALL BE NOMINAL t;/32" THICK, APA
<br />RATED SHEATHING �F, EXPOSURE 1 05B OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®°
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q PSF
<br />+15.5 P5F/-20.q P5F
<br />16Garage Door
<br />+11.1 PSF/-Iq.1 P5F
<br />+11.1 PSF/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.g 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 />+Iq.O P5F/-20.8 PSF
<br />+Iq.O P5F/-23.q PSF
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />(DEnd Zone i5 defined a5 the 5maller of 10% of leo5t horiz. dim. or 40%
<br />of mean roof height.
<br />®Pressures have been derived from 2020 FBG Table R301.2(2).
<br />©Pressures charted here are allowable Pre55ure5 and have been
<br />reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ures. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (RSR5-01 OR EQUIV.) a 6" O.G. AT PANEL EDGES s
<br />a 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRUSSES w/ RING SHANK NAILS a 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 TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUS5 BELOW w/
<br />51MP50N VTGR CLIPS a 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 WTGA i TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING � BRACING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65, SHALL BE SUBMITTED TO ARCH i EN6.
<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"x0.131" NAILS a 16" O.G.
<br />UPL I F02T GONNEGT0R5
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />> 15'
<br />51MP50N HIOA
<br />ROOF GIRDER TRUSS BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />SIMPSON HT520
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />SIMPSON HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) SIMP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MdK HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN 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 OVERFRAMIN6
<br />• INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE,
<br />GENERAL 5TRUGTURAL NOTE5
<br />• DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N
<br />5PECIFIGATION FOR WOOD CON5TRUCTION" - LATEST EDITION.
<br />• DE516N 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 (INCLUDING STAIRS 4 DEGK5)
<br />= 30 P5F a SLEEPING AREAS
<br />= 50 P5F a GARAGE
<br />= 200 # POINT LOAD a GUARDS/HANDRAILS
<br />= 50 P5F a GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL a TILE)
<br />WIND ULTIMATE WIND SPEED � EXP05URE A5 L15TED
<br />RISK GATE60RY 11
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARING WALL5 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' 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 a 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED a 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 6 (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 $ HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS a 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES a
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS a 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES a 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" 0513
<br />FASTENED w/ 21/2"x0.131" NAILS a 6" O.G. ® EDGES & 12" O.G. a
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING 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=1.55x10^6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi
<br />. FOR 2 � 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2"
<br />SIMP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5)/4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) a 16" O/G. 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 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 a 24" O.G.
<br />FLOOR FRAM I N6
<br />• I-JOI5T5/TRU5SE5 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 /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE 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 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 a
<br />6" O.G. AT PANEL EDGES 1 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION 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 CONCRETE SLAB w/ (5) 3/b" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RISERS 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 S B
<br />drawn by BC
<br />issue date: 09-220-21
<br />REVISIONS:
<br />date: initial:
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