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<br />MASONR`( LINTEL ASSEMBLIES
<br />5EE 56HEDULE AND 5FECIFICATION5 FOR ADD'L INFO
<br />L9J+~ MIN. (1) GOURSE/HOND D
<br />I LQJ+� MIN (1) GOUR-AE/13
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL.
<br />GRarr MM-SRMT
<br />BOTTOM REINF.
<br />PRECAST LINTEL W PRECAST LINTEL W
<br />MB e�EVDED REINF. 2
<br />MB eMBEDDED REINF.
<br />rr--,T,
<br />'+�-
<br />m
<br />TOP COURSE, IF
<br />1 i I+- - TOP C r , IF
<br />I �4J I
<br />I I REQD PER ARCH.
<br />I �4J I
<br />RMT) PER ARCH.
<br />J
<br />CONT. BOND BEAM
<br />OR GONT. TOP REINF.
<br />REINF. AS REQV
<br />BOND BEAM REINF.
<br />6ROff
<br />GROUT
<br />BOTTOM REINF.
<br />BOTTOM REINF.
<br />-
<br />PRECAST LINTEL W
<br />k" -
<br />EMBEDDED REINF.
<br />I p. I
<br />#M--E3_3`
<br />PRECAST LINTEL W#--ti
<br />-t
<br />EMBEDDED REINF.
<br />ry MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />8F8-05/0T
<br />-----
<br />-----
<br />1413-2
<br />81`8-I13/0T
<br />-----
<br />(1) #5
<br />MB-3
<br />81=I6-I5/IT
<br />(1) #5
<br />(1) #5
<br />M5-4
<br />6RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN W-O" 5AALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, f y=60 k9l
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTES
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.5
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />PB5B-1
<br />5TRUGTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLONABLE 501L BEARING GAPAGITY OF 1,500 P517.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION HALLS TO 5LAB KITH All DIA. x 23/4" LONG
<br />TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAP6ON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY CORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />HOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (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 7% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTED TO A 015% 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'c=3000 %I w/ MAX 3/a" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM GC10 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 w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELON. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF NALL w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 61ROUTED SOLID ON EAGH SIDE OF ALL
<br />MASONRY OPENINGS AND AT ALL NALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLAGE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR NALL5. (A5 5HONN ON PLANS)
<br />• ROUGH OPENINGS 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 5LAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AN 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 />I5-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC F I CATI ONS (T1'12. U.N.O.)
<br />DE5CRIPTION OF BLD6. ELEMENT
<br />5NO.131" NAILS
<br />3"4.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(5) NAILS 0 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 />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTHN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS ®I61 o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS o 16' o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS 4
<br />INTER5ECTIN6 NALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 5'W.120", SAME 5PAGING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HONN)
<br />TH15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GORE (5EGTION 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND 5PEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />NTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATH I NG SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />5YME30L SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 1/16" OSB FASTENED
<br />PI W/ 212"xO.I31" NAILS @ 6" o.c. ALON6 PANEL
<br />E06E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 1/16" 05B FASTENED
<br />P3 W/ 2Y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL
<br />EDOE5 AND 12" o.G. IN THE PANEL FIELD.
<br />5TANDARD EXTERIOR HALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR HOOD FRAMED NALL5 w/ 1/16" 056 OR
<br />15/32" PLYWOOD FASTENED w/ 2-"xO.131" NAILS ® 6" O.G. AT ALL
<br />PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 511ALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY 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 TOGETHER w/ 3Y2"xO.131" NAILS ® 16"o.c. USE (8)
<br />3142NO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A550ME5 ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR NALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELON OPENIN65.
<br />5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L NALL
<br />CONSTRUCTION REQUIREMENT5.
<br />6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5.
<br />7. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF TNO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 51HEARNALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR I6" MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3246 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 A55EMBLIE5 SHALL BE NOMINAL W " THICK, APA
<br />RATED 5HEATHIN6 .,h EXPOSURE 1 055 OR PLYWOOD PEf
<br />ACCORDANCE WITH THE UL DE5161115 5PEGIFIED.
<br />Window a Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone EX1205UrO B®®
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 P5F/-20.g P5F
<br />+18.5 P51=/-20A P5F
<br />16' 6arage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Ig.7 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P51=/-28.3 P51F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Ig.O P5F/-20.8 P5F
<br />+Ig.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />(DEnd 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 />5Pre55ure5 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 FRAMING
<br />• SEE ROOF TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYNOOD 5HEATHIN6 24/6,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING 5HANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'5 5G51 1
<br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 & BRA61%
<br />OF METAL PLATE CONNECTED HOOD TRU55E5."
<br />• ROOF TRU55 SHOP ON65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES W2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G.
<br />UPL I I`T CONNECTORS
<br />BEARING CONDITION
<br />LENGTH 55
<br />CONNECTOR
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD NALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />WOOD 5TU0 WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N5LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EAGH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS L15TED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE51614
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRANIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING NALL
<br />• _ _ _ BEARING NALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />-.-.-.71
<br />I: :I EXTENT OF OVERFRAMIN6
<br />*---- - ®--INDICATES I/8"A" SAN GUT CONTROL JOINT
<br />rmmq INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />-1 L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE51611 LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., IO P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F @ 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 $ EXPOSURE A5 LISTED
<br />R15K CATEGORY II
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING NALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING NALL5 SHALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX).
<br />• ALL NON -BEARING INTERIOR STUD NALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED 0 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 5PEGIFIED AT A 5UPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 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 $ HEADERS N/ 3-ROW5 OF 3"x0.131"
<br />NAILS a 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 IRONS OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS N/ 3"x0.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATHE ALL HOOD FRAMED EXTERIOR NALL5 w/ 15/32" PLYWOOD
<br />OR 1/I6' 05B FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 8
<br />12" O.G. @ CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT
<br />ALL UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKING 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=2.0x10"6 psi
<br />. FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OF 3"x0.131" NAILS o 8" OlC OR 2 RON5 Y4"x-5142"
<br />51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) o 16" 0/G. USE
<br />A MINIMUM OF 3 IRONS FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP d BOTTOM NAIL5/5GREN5 2" FROM EDGE. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROES OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 IRONS OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) 0 16" 0/G. USE A MINIMUM OF 4 IRONS FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR NALL STUDS IN CONTACT w/ GMU NALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOl5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JO15T/TRU55 SHOP ON55. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEN 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 />5HEATHIN6 TO FRAMING MEMBERS H/ 6LUE AND 3NO.131" NAILS
<br />6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL 5TAIR GON5TRUGTION NOTE5
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 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 5TRIN(5ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (3) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 w/ (2) 3"4.131" NAIL5
<br />AT EACH STUD, WHERE APPLIGABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• 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 />JSB
<br />DR
<br />09-30-2 1
<br />REVISIONS:
<br />date: initial:
<br />03/11/22 DJR
<br />sheet:
<br />SM0.0
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