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<br />MA50NR'' LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />rr--�, rT•--T,
<br />I i MIN (1) GOURSE/BOND I I - MIN. (I) COURSE/BOND
<br />IL4J1 IL.Q
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />C-ROVT 6Rour
<br />BOTTOM REINF.
<br />FRECAST LINTEL W PRECAST LINTEL W
<br />MB-I EMBEDDED REIN. MB-2 EMBEDDED REINF.
<br />rr--,T,
<br />TOP =F_5E, IF
<br />i I+i- TOP COURSE, IF
<br />I L4J I
<br />I I REQ'D PER ARCH.
<br />L4J I RPER ARGH.
<br />EQ'D
<br />CANT. BOND BEAM
<br />TOP REIN. OR COME.
<br />REIN. A5 REav
<br />- BOND BEAM REINF.
<br />G-ROVr
<br />6ROUT
<br />BOTTOM REIN.
<br />BOTTOM REINF.
<br />A. I PRECAST LINTEL. -#--�-t- EMBEDDED REIN..
<br />MB-3
<br />PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />N MB-4
<br />MA5ONW LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M3-1
<br />SF8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />81`8-I13/0T
<br />----
<br />(1) #5
<br />MB-3
<br />81`I6-I13/IT
<br />(1) #5
<br />(1) #5
<br />M5-4
<br />8RF114-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 k5I
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW
<br />SHEET L I5T INDEX
<br />SHEET DE5GRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTE5
<br />F-I.OA
<br />SLAB PLAN
<br />F-2.OA
<br />BLOCK PLAN
<br />5-1.3A
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAIL5
<br />P555-1
<br />5TRUGTURAL DETAIL5
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILOIN6 CODE.
<br />• FOOTIN6 OE516N - THE5E FOOTINC75 HAVE BEEN EN61NEEREO FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO SLAB WITHY4" DIA. x 23/4" LONG
<br />TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN CONTACT W PRE5ERVATI VE-TREATED
<br />WOOD. GONTAGT LUMBER 8 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOAIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR d EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE.
<br />• FOOTIN65 AND 5LA65 ON 6RADE 5HALL BEAR ON GLEAN, FIRM
<br />VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROGTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR
<br />DIA.
<br />• HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS 5HALL BE A5TM Gq0 WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR 5HALL BE A5TM G270, TYPE 5. GMU DE516N BA5ED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDIGATED ON PLAN) 5HALL
<br />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR AALL5. (A5 SHOWN ON PLAN5)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH
<br />OF THE 5LAB (I" FOR A 4" 5LAB)
<br />• JOINTS 5HALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I P I GATI ON5 (TYP. U.N.O.)
<br />DE5GRIPTION OF BLO6. ELEMENT
<br />3"xO.131" NAIL5
<br />3"4.120" NAIL5
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAIL5 o 4" o.c.
<br />(3) NAIL5 o 4" o.c.
<br />5TUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO 5TUD
<br />727 NAIL5
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAIL5 0 8" o.c.
<br />TOENAIL5 0 6" o.c.*
<br />13LK'6. BTAN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE 5TUD
<br />NAIL5 o 24" o.c.
<br />NAIL5 0 16' o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 o 24" o.c.
<br />NAIL5 o 16" o.G.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAIL5 IN LAPPED AREA
<br />TOP PLATE LAP 0 GORNER5 4
<br />INTER5EGTI% WALL5
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2114.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOAN)
<br />TH 15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGTION I60q)
<br />LATERAL DE516N REQUIREMENT5 FOR THE
<br />FOLLOWING WIND SPEED $ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE EAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATH I NG SPEC I P I CAST I ON5
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARAALL AHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />STNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />PI 2y2"x0.131 " NAIL5 @ 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W
<br />P3 2Y2"xO.131" NAIL5 @ 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />5TANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 W 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2 "xO.131" NAIL5 @ 6" O.G. AT
<br />ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOCKIN6 5HALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENING
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER W -3v2"x0.131" NAIL5 ® I6"o.c. U5E (5)
<br />3Y2"x0.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR AALL5 ARE GONTINUOU5 5HEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. 5EE ARCHITECTURAL DRAAIN65 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR AALL5 ARE GON5I0ERE05HEARNALL5.
<br />7. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF WALL,
<br />PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT
<br />FRAMING MEMBER5.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARAALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR I6" MINIMUM
<br />FROM THE END5 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3%, 5PAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE
<br />RATED A55EMBLIE5 5HALL BE NOMINAL W2 " THIGK, APA
<br />RATED 5HEATHIN6 % EXP05URE 1 056 OR PLYWOOD PER
<br />ACCORDANCE KITH THE UL DE5161145 5PEGIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />0
<br />140 MPH Wind Zone Ex o5ure E30
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />6 6arage Door
<br />+18.5 P5F/-20A P5F
<br />+18.5 P5F/-20.9 P5F
<br />I6Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 P5F
<br />10 5QFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P51F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 5QFT.
<br />+IC1.0 P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 5QFT.
<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 />mEnd 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 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 />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 24/16,
<br />EXPOSURE I. FA5TEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %NO.113"
<br />RING 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED(5E5 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG
<br />TRU55E5 w/ RING 5HANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END.
<br />PROVIDE "H" 51YLE GLIP5 ALON6 UN5UPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FA5TEN EAGH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER ATGA d TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DA65. 5HALL BE SUBMITTED TO ARGH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• 5UPPORT PORCH d 51HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FA5TENED TO FRAMING W(2) 3"x0.131" NAILS 0 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />< 15'
<br />51MP50N H2.5T
<br />51146LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED
<br />WITH GONNEGTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/7I-2014
<br />"NATIONAL DE5161N 5TANDARD5 FOR METAL PLATE GONNEGTED WOOD
<br />TRU55 GON5TRUCTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOA05 5HOAN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 NALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARAALL
<br />I: • : I EXTENT OF OVERFRAMIN6
<br />•-- - ----•INOIGATE5 1/8"A" 5AW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDIGATE5 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 CODE.
<br />• MOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DE516N
<br />5PEGIFIGATION FOR HOOD GON5TRUGTION" - LATE5T EDITION.
<br />• DE516N LOA1?5:
<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 (INGLUDIN6 5TAIR5 $ DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ 6UAR05/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND 5PEED � EXP05URE A5 L15TED
<br />R15K GATEC70RY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD 5TUD BEARING AALL5 5HALL BE 2x 5PF#2 OR
<br />5YP#2 o 16' O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 NALL5 5HALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARAALL5 5HALL BE GON5TRUGTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX).
<br />• ALL NON -BEARING INTERIOR 5TUD AALL5 5HALL BE GON5TRUGTED
<br />WITH 2x 5TUD' 6RADE MEMBERS 5PAGED 0 24" O.G. (MAX.).
<br />• ALL HEADER5 5HALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A 5UPPORT INDIGATE5 THE
<br />NUMBER OF JAGK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADER5, BEAMS It OTHER STRUCTURAL MEMBERS 5HALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 A/ 3-ROA5 OF 3"4.131"
<br />NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROA5 OF NAIL5 FOR 2x6 4
<br />2x8 MEMBER5.
<br />• FACE NAIL BUILT UP 2x P05T5 A/ YW.131" NAIL5 o 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 W 1/16" 055
<br />FA5TENED W 2Y2"x0.131" NAIL5 ® 6" O.G. ® ED6E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• EN61NEERED 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" 6 psi
<br />• FOR 2 8 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROA5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5Y4"x5Y2"
<br />51MP50N 5D5 5GREA5 (OR 3Y2" TRU55LOK 5GREA5) o 16" OIG. U5E
<br />A MINIMUM OF 3 ROA5 FOR BEAM DEPTH5 OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL56GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5Y4"
<br />BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 8 2x8
<br />MEMBER5.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER
<br />WITH 3 ROA5 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREN5) o 16" 0/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTH5
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREA5). LOCATE TOP AND BOTTOM 5GREA5
<br />2" FROM E06E. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT W GMU AALL5 5HALL BE
<br />PRESERVATIVE TREATED AND FA5TENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JO15T/TRU55 SHOP 016165. 5HALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBER5 A/ 6LUE AND 3"x0.131" NAIL5
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5.
<br />TYPICAL 5TAIR CON5TRUCTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 FA5TENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 w/ (2) 3"x0.131" NAIL5
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• 5EE STAIR FRAMIN6 5EGTION FOR MORE INFO.
<br />seal: . \;`11111lifill/
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<br />M&K project number:
<br />068-19022
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />07-07-21
<br />REVISIONS:
<br />date: initial:
<br />1 JUL 0 9 2021 1
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