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<br />MASONRY LINTEL ASSEMBLIES
<br />5EE 56HBXLE AND 5PEGIFIGATION5 FOR ADI?t INFO
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<br />TOP REW OR CM. GONT. BOW OEM
<br />BOND BEAM REIN. REINF. AS REQb
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<br />6ROUT _ BOTTOM REW
<br />BOTTOM REINF. 7 PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />I A• I PRECAST LIWEL W
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<br />MA50NRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />SFS-0B/OT
<br />-----
<br />-----
<br />MB 2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />BFIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />SRF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT 5 CONCRETE.
<br />NOTE5:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 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 5HALL BE GRADE 60, fy=bo k51
<br />b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING 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 />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAIL5
<br />50-2
<br />5TRUGTURAL DETAILS
<br />PB513-1
<br />5TRUGTURAL DETAIL5
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGONS PER
<br />PLATE, 12" MAX. FROM PLATE ENO5.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 8 FASTENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR $ 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 FIN15H GRADE.
<br />• FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015GONTIN000S END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX %" A66RE6ATE
<br />• GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TRENOTH OF 1100 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU OE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS 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 />ALIGN WITH FOOTING 0ONEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF NALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENINC75 AND AT ALL NALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE GEETER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR NALL5. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 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 5LAB (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 5QUARE5 A5
<br />P05SIBLE (1:1 RATIO), WITH A MAXIMUM OF 1.1.5 RATIO
<br />CONNECTION SPED F I GATI ONS (TYP. U.N.O.)
<br />OE5GRIPTION OF BLD6. ELEMENT
<br />3"x0.131" NAIL5
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAIL5 0 4" o.c.
<br />(3) NAIL5 ® 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO 5TUD
<br />2 NAIL5
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS o 8" o.c.
<br />TOENAIL5 0 6" o.c.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAIL5 o 24" o.c.
<br />NAIL5 o I6" o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 0 24" o.c.
<br />NAIL5 a 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 0 CORNERS 4
<br />INTER5EGTI% WALLS
<br />(2) NAILS
<br />(2) NAIL5
<br />* 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY AGGEPTABLE WHERE * ARE 5HONN)
<br />TH 15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE -7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SECTION 160q)
<br />LATERAL DE516N REQUIREMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXPO5URE NOT L15TED HERE
<br />REQU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AALL
<br />5HEATHIN6 512EC 11=1 CATIONS
<br />INDICATE5 LOCATION AND EXTENT OF
<br />5HEARNALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 0513 FASTENED w/
<br />PI 2Y211xO.151" NAIL5 @ 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR O5B FASTENED w/
<br />P3 2Y2Itx0.131" NAILS ® 3" o.c. ALONG PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAIL5 ® 6" O.G. AT
<br />ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENIN6
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"xO.131" NAIL5 ® I6"o.c. USE (8)
<br />3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENINC75.
<br />5. SEE ARGHITEGTURAL PRANINC75 FOR ADO'L NALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF NALL,
<br />PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMIN6 MEMBER5.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE ENO5 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(b 5PAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE
<br />ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL 15/' THIGK, APA
<br />RATED 5HEATHIN622-
<br />% EXPOSURE 1 05B OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL OE516% 5PEGIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />03
<br />140 MPH Wind Zone Ex o5ure [3
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONESm
<br />8' 6arage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16' 6arage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 PSF
<br />+20.2 %F/-26.4 P5F
<br />50 5QFT.
<br />+Iq.O P5F/-20.8 P517
<br />+lq.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/-I1.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />End 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 R301.2(2).
<br />®Pre55ure5 charted here are allowable pressures and have been
<br />reduced per A5CE 1-I6 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 TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYW000 5HEATHIN6 244
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 b" O.G. AT PANEL E06E5 $
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRAG
<br />TRU55E5 w/ RING SHANK NAIL5 ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I
<br />GUIDE TO 6000 PRACTICE FOR HANOLIN6, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH d SHORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPL 11=T CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU
<br />CONNECTOR
<br />LENG6TH
<br />< IS'
<br />5IMP50N H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/NOOD 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 />51MP5ON HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH 63. BR6. ON GMU NALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RE51PON51BILITY OF THE EN6INEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M4K HAS, EN61NEEREO ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A56E-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATIONS AND LOAD5 5HONN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 NALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I: : : I EXTENT OF OVERFRAMIN6
<br />------ -- --- -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LIO
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• OE516N 15 5A5ED ON -Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR HOOD GON5TRUGTION" - 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 (INGLUOIN6 5TAIR5 :t OEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® 6UARD5/HANDRAILS
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K GATE60RY 11
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 NALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALLS SHALL BE GON5TRUGTEO WITH 2x
<br />'STUD' 6RAOE MEMBER5 5PAGED o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUO $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS rt OTHER 5TRUGTURAL MEMBERS SHALL BE
<br />51PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS 4HEADERS N/ 3-ROW5 OF 3"xO.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2xb t
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05TS N/ 3"xO.131" NAIL5 ® 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO GONNEGTION 5PEGIFIGATIONS TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 055
<br />FASTENED w/ 2Y2"xO.131" NAIL5 ® 6" O.G. ® EDOE5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• EN6INEERED 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.Ox10A6 psi
<br />• FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER
<br />WITH 3 ROWS OF 3x0.131" NAIL5 o 8" O/G OR 2 ROW5 Y4"x3,I'2"
<br />51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) o 16" 0/6. USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE AGGEPTABLE. USE 2 RON5 OF NAIL5 FOR 2xb $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES, T06ETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 %" TRL65LOK
<br />5GREN5) o 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY I -JOIST /TR155
<br />MANUFACTURER, UNLE55 OTHERN15E 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., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBER5 W/ 6LUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUCTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANOIN6, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/
<br />(I) 51MP5ON A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE 5LA13 w/ (5) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR OEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068.2001 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />DJ R
<br />1 1-18-21
<br />REVISIONS:
<br />date: initial:
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