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MASONRY LINTEL A55EMBL I E5
<br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADVL INFO
<br />LQJ+ -MIN (U GAUR5E/BOND �o J -MIN. (U GOURSE/BO0
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT - GROUT
<br />BOTTOM RER�.
<br />A;!
<br />:.
<br />PRECAST LINTEL W I a. I PREGA5T LINTEL W
<br />EMBEDDED REINF. -#t- EMBEDDED REINF.
<br />MB-I MB-2
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<br />'+L- TOP COURSE, IF
<br />I i '+L-- TOP COURSE, IF I LQJ I
<br />;rn J v I LQJ I I I REQb PER ARCH.
<br />REQb PER ARCH. L----.J
<br />TOP REINF. OR WK. CONT. BOND BEAM
<br />BOND BEAM REINF. z REINF. A5 REab
<br />GROUT
<br />GRIT `r . BOTTOM REINF.
<br />BOTTOM REINF. PRECA5T LINTEL W
<br />EMBEDDED REINF.
<br />t- aPREGA5T LINTEL w/-r
<br />EMBEDDED REINF.
<br />MB-3 4 M13-4
<br />MASONRY L I NTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORGEMENT
<br />M13-1
<br />8F8-013/OT
<br />-----
<br />-----
<br />MB-2
<br />SF8-I13/0T
<br />-----
<br />(1) #5
<br />1413-3
<br />81`16-I13/IT
<br />(I) #5
<br />(I) #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 />NOTE5:
<br />I. ALL LINTELS W 5PAN5 6REATER THAN 14'-0" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REOURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 1<51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW
<br />SHEET LIST INDEX
<br />SHEET DE5GRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL 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 />PB5B-I
<br />5TRUGTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GORE.
<br />• FOOTIN6 DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ GONGRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO SLAB HITHY4" DIA. x 23/4" LON6
<br />TAPGON5 @ 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />HOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. GONGRETE 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 $ 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 GRADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015GONTIN000S END OF REINF.
<br />• GROUT SHALL BE A5TM G476 F'G=3000 P51 N/ MAX 3/8" AGGREGATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE ASTM G270, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EAGH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL HALL GORNER5.
<br />• VERTIGAL REINFORCEMENT SHALL BE HELD IN PLATE 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 NALL5. (A5 5HOHN ON PLANS)
<br />• ROU614 OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• SAN 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 SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECI1 ICATIONB (T(P. U.N.O.)
<br />DE5GRIPTION OF BLDG. ELEMENT
<br />3"x0.131" NAILS
<br />5 x0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />SOLE PLATE TO JOIST/BLK'6.
<br />(5) NAILS @ 4" o.c.
<br />(5) 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 />(5) NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c.•
<br />BLK'6. BTHN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.G.
<br />NAILS @ 16" o.G.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24 o.c.
<br />NAILS 0 16 o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />(11) NAIL5 IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS d
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 21/2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY AGGEPTABLE WHERE ARE 5HONN)
<br />TH 15 MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GODS (5EGT1 ON 160q)
<br />LATERAL DE516N REOU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENCLOSED, +/- 0.18
<br />ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR HALL
<br />SHEATH I NG BPEG I F 1 GAT I ONB
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARNALL HHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD GONSTRUGTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR OSB FASTENED N/
<br />2Y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL
<br />PIL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED N/
<br />P3 2y2"x0:131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32"
<br />PLYWOOD OR 056 FASTENED N/ ZNO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL ED6E5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL_ PANELS ARE TO BE DIREGTLY APPLIED TO
<br />STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"xO.131" NAILS @ 16"o.c. U5E (8)
<br />3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARGHITEGTURAL DRANIN65 FOR ADD'L NALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARNALL5.
<br />7. 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 TNO 1'-4" HIDE X 2'-0" TALL OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARNALL
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32(6 SPAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL tV32
<br />" THICK, APA
<br />RATED 5HEATHIN6 6 EXPOSURE 1 0513 OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL DE516N5 5PEGIFIED.
<br />Window i Door Allovioble Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B"
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 PSF/-Iq.7 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 P5F/-26.4 PSF
<br />50 SOFT.
<br />+Ic1.0 P5F/-20.8 P5F
<br />+IcI.0 PSF/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.5 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 PSF/-17.6 P5F
<br />(DEnd Zone is defined as the 5moller 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 />©Pre55ures charted here are allowable pressures and have been
<br />reduced per A5GE 7-16 Section 2.4.1 from ultimate pressures. 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 SHEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 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.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5.
<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 @ 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'S BG51 I
<br />GUIDE TO 600D PRAGTIGE FOR HANDLING, INSTALLIN6 $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DH65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS @ 16" O.G.
<br />UPL I F0T CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H25T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />5IMP50N HIOA
<br />HOOD STUD HALL/HOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />HOOD STUD HALL/HOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRUSS OR PORGH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU HALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU HALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />HITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DESIGN
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIF i
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-I6.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP CARDS.
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 NALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARHALL
<br />EXTENT OF OVERFRAMIN6
<br />L
<br />&_H.___ --� -- INDIGATE5 I/8"A" SAN GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODS.
<br />• WOOD FRAME EN6INEERIN6 15 BA5ED ON ND5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN 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 PSF (INGLUDIN6 STAIRS DEGK5)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 P517 @ 6ARA6E
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED
<br />R15K GATE6ORY 11
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x SPF#2 OR
<br />5YP#2 @ 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 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE GON5TRUGTED WITH 2x
<br />STUD' GRADE MEMBERS SPAGED @ 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE GON5TRUGTED
<br />WITH 2x '5TUD' GRADE 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 5TU05 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS N/ 3-RON5 OF 3"x0.131"
<br />NAILS @ 12" O.G. 5TA66ERED. 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"x0.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL HOOD FRAMED EXTERIOR WALLS N/ 7/16" 05B
<br />FASTENED N/ 212"xO.131" NAILS @ 6" O.G. @ ED6E5 4 12" O.G. @
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5.. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6:
<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 RON5 OF 3"x0.131" NAILS @ 8" O/G OR 2 ROH5 Y4"x3Y2"
<br />51MP50N 5D5 5GREN5 (OR 3Y2" TRU551-OK 5GREN5) @ 16" 0/6. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOGATE
<br />TOP � BOTTOM NAIL56GREN5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 i 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OFY4"x6" 51MP50N 5D5 5GREN5 (OR (b 5/4" TRU55LOK
<br />5GREN5) @ 16" O/G. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A SOLID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR NALL STUDS IN CONTACT N/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG
<br />TAPGON5 @ 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J0I5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ERS SHALL BE SPECIFIED BY I -JO I5T /TRUSS
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• I-JO15T/TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEN 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 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS N/ GLUE AND 3"x0.131" NAILS @
<br />6" O.G. AT PANEL E06E5 � 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTE5
<br />• (3) 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 EAGH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJAGENT HALLS N/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, INHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />9 SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />seal:
<br />NO 77824
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />C • 111AM
<br />.JSB
<br />BC
<br />06-24-21
<br />1 date: JUN 2 8 2021 initial:
<br />sheet:
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