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MASONRY LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />L4J MIN. (1) GOURSE/BOND i LQJ}i- MIN. (1)GOURSE/BOND
<br />1 1 BEAM ABOVE LINTEL 1 1 BEAM ABOVE LINTEL
<br />GROUT CIROUT
<br />BOTTOM REINF.
<br />4,!
<br />�.:.
<br />Q PREGA5T LINTEL w/ PREGA5T LINTEL W
<br />-t--'�- t EMBEDDED REINF. #-� EMBEDDED REIN.
<br />MB-I MB-2
<br />rr--T
<br />TOP GOUR5E, IF
<br />TOP COURSE, IF 1 L4J I
<br />m J I LQJ I I 1 REQb PER ARCH.
<br />REQ'D PER ARCH.
<br />TOP REIN. OR OONT. GONT. BOND BEAM
<br />BOND BEAM REIN. REIN. A5 REOV
<br />GROUT
<br />GROUT BOTTOM REIN.
<br />BOTTOM REIN. ,-` PREGA5T LINTEL W
<br />EMBEDDED REIN.
<br />I PREGA5T LINTEL w/ 'S�2 {
<br />EMBEDDED REIN.
<br />MB-3 N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />8F8-OB/OT
<br />-----
<br />-----_
<br />MB-2
<br />SF&-IB/OT
<br />----
<br />(1) #5
<br />M13-3
<br />SFI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M6-4
<br />SRFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGIURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />1. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTEL5 AS 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 REINFORGEMENT SHALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 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 />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />P65B-I
<br />5TRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTIN6 DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 PSF.
<br />• ALL LUMBER EXPOSED 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 Y4" 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-RE515TANCE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT N/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />Pc = 2,500 psi: ....... FOOTIN65
<br />2,500 p5i:....... SLABS ON 6RADE (INTERIOR 4 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 FINISH 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 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 />• 6ROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AG 1 530/530.1
<br />•ElREINFORCED GMU GORES (AS 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 WITH FOOTIN6 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 LEN6TH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD 1N PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY
<br />DELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR HALLS. (AS SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />13UILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />ED6E5, 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 AS GL05E TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I r-I GATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3x0.131 NAILS
<br />3"x0.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO J0I5T/BLK'6.
<br />(3) NAILS @ 4" o.c.
<br />(5) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAIL5
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" O.C.
<br />TOENAILS @ 6" o.G.*
<br />BLK6. 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 @ 24" o.c.
<br />NAILS @ 16" o.G.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN)
<br />TH 15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SEGT I ON 1(90q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED i EXP05URE ONLY:
<br />40 MPH - EXP. B
<br />WIND IMPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND SPEED/EXPOSURE NOT L15TED HERE
<br />REQUIRES FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUGTURAL ENGINEERING.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATHING SPEC I r-I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 0513 FASTENED W
<br />PI �2"x0.131" NAILS @ 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 0513 FASTENED W
<br />P3 2y211xO.131" NAILS @ 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 N/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ 2�2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6ES SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURA:'_. PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER 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 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR IAIALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL PRANIN65 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS 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 />FRAMIN6 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 />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUGT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(b SPAN RATING (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA
<br />RATED 5HEATHIN6 -7-tb EXPOSURE I O5B OR PLYWOOD PEi
<br />U.S. PRODUCT STANDARD P51 OR P52 OR APA 1
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH.Wind Zone EX1205ure Boo
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q PSF
<br />+18.5 PSF/-20.q PSF
<br />166orage Door
<br />+I1.1 P5F/-Iq.l P5F
<br />+I1-1 P5F/-Iq.l PSF
<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 />+Iq.0 P5F/-20.8 P5F
<br />+Iq.0 P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.5 P5F
<br />+I8.0 P5F/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-11.6 PSF
<br />End Zone is 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 R301.2(2).
<br />©Pressures charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. O5B/PLYW000 5HEATHIN6 24/b,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.1I3"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4
<br />@ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG
<br />TRUSSES N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5.
<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 @ 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO 600D PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<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"x0.131" NAILS a 16" O.G.
<br />UPL I fT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />S1 MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 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 BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMP50N HETAI6
<br />FLU5H G.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE51611
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-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 BEARIN6 WALL
<br />• c = _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />• ® --INDIGATE5 I/8"xl" 5AW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES).
<br />J L METAL HANGER
<br />INDICATE5 P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DECKS)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ GUARD5/HANDRAIL5
<br />= 50 PSF @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED
<br />RI5K GATE60RY II
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF#2 OR
<br />5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTE0 WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (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 W/ 3-ROW5 OF 3"x0.131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES @ 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 WALL5 N/ 1/16" 055
<br />FASTENED N/ 2Y2"x0.151" NAILS @ 6" O.G. @ EDOE5 4 12" O.G. @
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6:
<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 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3'W.131" NAILS @ 8" O/C OR 2 ROW5 Y4"x3Y2"
<br />51MP5ON SD5 5GREWS (OR 3)/2" TRU55LOK 5GREWS) 0 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAILS/5GREWS 2" FROM E06E. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE AGGEPTABLE. 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) @ 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A SOLID -f" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 @ 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/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" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS @
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (5) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH STRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB N/ (5) 3/b" DIA, x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALLS N/ (2) 3x0.131" 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 FRAMIN6 5EGTION FOR MORE INFO.
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<br />M&K project number:
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<br />project mgr: JSB
<br />drawn by: DJ R
<br />issue date: 1 1-1 8-21
<br />REVISIONS:
<br />date: initial:
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