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<br />MASONRY LINTEL A55EMSL I E5
<br />5EE 56HEDULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />rr--�, .. rr---►,
<br />�4J+� MIN. (1) GOURSE/15OND `gam MIN (1)/BOND
<br />13EAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROTTY GROUT
<br />BOTTOM REINF.
<br />PRECA6T LINTEL W PREGAST LINTEL W
<br />MB-I EMBEDDED REINF.MB-2 EMBEDDED REINF.
<br />TOP COURSE, IF
<br />I i - TOP COURSE, IF L2
<br />L4J i i i REQV PER ARCH.
<br />REQ'D PER ARGH.----�
<br />TOP REINF. OR Cow. BOt1D M
<br />BOND BEAM REINF. REINF., A5 REQ D
<br />GRour
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. --- PRECAST LINTEL W
<br />♦ : 1�-r-fi
<br />LINTEL REINF.
<br />PRECAST LINTw/
<br />EMBEDDED REINF.
<br />MB-3 N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />SF8-I6/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8F16-I15/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5i
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 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 />5-1.5
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 PSF.
<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 WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 @ 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 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 />fly = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G476 F'G=3000 P51 N/ MAX 3/8" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). 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 />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<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 N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE 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 8'-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 INSIDE CORNERS OF SLAB
<br />E06E5, 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 @ 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I P I CATI ONB (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO J015T/BLK'6.
<br />(3) NAILS @ 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />_F27 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS 0 b" o.c.*
<br />BLK'6. BTWN. 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 SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3x0.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH15 MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE �th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REOUIREMENT5 FOR THE
<br />FOLLCWIN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR AALL
<br />5HEATHIN6 SPEC I P I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2y2"x0.131" NAILS @ 6" o.C. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED N/
<br />P3 2J/2"x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/52"
<br />PLYWOOD OR 055 FASTENED N/ 2�12"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL E06E5 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 FA5TENIN6
<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 N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRANINC75 FOR ADD'L WALL
<br />GON5TRUGTION 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 OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING ED6E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32/f6 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 %9" THICK, APA
<br />RATED 5HEATHIN6 12�h EXPOSURE 105E OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL DE516115 SPECIFIED.
<br />Window i 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 P5F
<br />+15.5 P5F/-20.q P5F
<br />16Garage Door
<br />+17.7 P5F/-Iq.7 PSF
<br />+11.1 PSF/-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 PSF
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq-0 PSF/-20.8 PSF
<br />+Ic1.0 P5F/-23.q PSF
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.5 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />(DEnd Zone 15 defined aS the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®Pressures have been derived from 2020 FBG Table R3012(2).
<br />®Pre55ure5 charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 7-I6 5ection 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pre5sure5.
<br />ROOF FRAM I N6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 7/16" MIN. 05B/PLYWOOD SHEATHING 2416,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4
<br />o 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRUSSES N/ RING SHANK NAILS 0 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 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER
<br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS o 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRUSS BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61PDER TRUSS BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD I
<br />TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFTI
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GARD5.
<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 />• --- - ---INDICATES 1/8"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 SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N IS BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE51611 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 (INCLUDING STAIRS 4 DEGK5)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 P5F @ GARAGE
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED
<br />R15K CATEGORY II
<br />6ENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING WALLS 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 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS 5PAGED 0 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KIN6 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 5TRUGTURAL 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/ 3-ROW5 OF 3"xO.131"
<br />NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES @
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL'S FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o 16" O.G.
<br />STAGGERED. APPLY NAILIN6 FROM BOTH FACES 0 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 WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B
<br />FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G. @
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/13EARIN6.
<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^b psi
<br />. FOR 2 4 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"x31'2"
<br />51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" OR 5Y4"
<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 ROW5 OFY4"x6" SIMP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED WA" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAM I N6
<br />• I-J015T5/T1;ZU55E5 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-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 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 ED6E5, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL EDGES 4 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 N/
<br />(1) SIMPSON A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (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 />• SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />© copyright: MULHERN & KULP
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<br />M&K project number:
<br />068-200 T 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />,ass
<br />DR
<br />09-29.2 1
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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