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<br />MASONRY LINTEL ASSEMBLIES
<br />5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr--�,
<br />LsJ - MIN. 0)GOURSE/BOND i `4 J}� HK 0)COUR5FJB01�
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />6ROUT 6ROUT
<br />BOTTOM REINF.
<br />��PFMCA6TLINTELW FREGA5T LINTEL W
<br />EMBEDDED REINF. BIDED REINF.
<br />MB-1 MB-2
<br />rr--" i i Its I i ILL- TOP COURSE, IF 1 L4J 1
<br />m° 1 L4J I REab PER ARCH. TOP COURSE, IF
<br />1 1 REDID PER ARGH.
<br />CONI 1 �----�
<br />TOP REIN. OR GONT.T'M BEAM
<br />BOND BEAM REINF. REINF. A5 RWV
<br />GROUT
<br />6ROUT BOTTOM REIN.
<br />BOTTOM REIN. PRECAST LINTEL w/
<br />"' I A I EMBEDDED REIN.
<br />:C
<br />I p• I PREGAST LINTEL W/
<br />�t REIN.
<br />W.
<br />M W-2 1
<br />N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />MB-I
<br />8F8-OB/0T
<br />----
<br />----
<br />MB-2
<br />SF8-I5/oT
<br />----
<br />(U #5
<br />MB-3
<br />SF16-IBAT
<br />(1) #5
<br />(1) #5
<br />MI3 4
<br />8RFI4-IB
<br />----
<br />-_-
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'5 GONGRETE.
<br />NOTES:
<br />I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENIN6 BELOW
<br />SHEET L 1ST 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 />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />P85B-I
<br />5TRUGTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODE.
<br />• FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LON6
<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 COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE 50PPLIER5 TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />Pc = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 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 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALI
<br />• MINIMUM LAP SPLIGE5 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 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P50. 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 />ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE 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 8'-0" O.G. IN
<br />EXTERIOR NALL5. (AS SHOWN ON PLAN5)
<br />• ROU6H OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />ED6E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 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" SLAW
<br />• JOINTS SHALL BE LOGATED 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"x0.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5•
<br />50LE PLATE TO JOI5TBLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" O.G.
<br />TOENAILS 0 6" o.c.•
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS o 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS o 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o GORNER5 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GODE (SECTION 160q)
<br />LATERAL DE516N REGU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED $ EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRE55URE GOEEE I G I ENT =
<br />ENGL05ED, +/- 0.16
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REGU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATHING SPEC I P I GAT I ONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />PI 2Y211xO.131" NAILS ® 6" o.c. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2V211x0.131" NAILS @ 3" o.c.. ALON6 PANEL
<br />ED6E5 AND 12" o.c_ IN THE PANEL FIELD.
<br />STANDARD EXTERIOR NALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ ?-"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5)
<br />I. ALL PANEL ED6E5 SHALL 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 0 I61o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3,V2"x0.131" NAILS ® I6"o.c. USE (8)
<br />%"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARNALL5.
<br />7. WHERE PANELS ARE APPLIED TO BOTH FACES OF NALL,
<br />PANEL JOINT5 SHALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<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 />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 REQUIRED AND OCCUR 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 3%, SPAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL/' THICK, APA
<br />RATED SHEATH N 5 EXPOSURE 1 0513 OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-105 IN
<br />AGGORDANGE WITH THE UL DE516145 SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B"
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />I6Garage Door
<br />+17.1 P5F/-Iq.7 P5F
<br />+17.7 P5F/-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 P5F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+Iq.O PW-23.61 P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 PW-11.6 P5F
<br />+15.8 PW-11.6 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 />®Pressures charted here are allowable pressures and have been
<br />reduced per A5GE 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 FRAM I N6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYNOOD 5HEATHIN6 2%
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06ES t
<br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6
<br />TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM CABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DN65. SHALL BE SUBMITTED TO ARCH t END.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRU55E5 w/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />< 15'
<br />51MP50N H2.5T
<br />51N67LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD NALL/WOOD BEAM
<br />51NGLE 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) 51MP50N HETAI6
<br />FLUSH G.T. BR6. ON GMU NALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRJ55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-I6.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP CARDS.
<br />LEGEND
<br />• ®
<br />INTERIOR BEARIN6 WALL
<br />• _ _ _
<br />BEARIN6 WALL ABOVE
<br />•
<br />BEAM / HEADER
<br />•
<br />LOCATION AND EXTENT OF 5HEARWALL
<br />is :I
<br />EXTENT OF OVERFRAMIN6
<br />•---- - - -----INDIGATE5 1/8"xi" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTE5)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N 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 P5F (INGLUDIN6 STAIRS $ DEGK5)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® GUARD5/HAN0RAIL5
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P51F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />RI5K CATEGORY 11
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR
<br />51(P#2 o lib" 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 0 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 0 16" O.G. (MAX).
<br />• ALL NON -BEARING INTERIOR STUD NALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED 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 5TUD5 SPECIFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 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 4 HEADER5 W/ 3-RON5 OF 3"xO.131"
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2xb 8
<br />2xb MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 N/ 3"xO.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLAN5).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 7/I6" 05B
<br />FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<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.Ox10" 6 psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 3"4.131" NAILS o 8" O/C OR 2 RON5Y4"x3Y2"
<br />51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) o lb" 0/6. USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/SGREN5 2" FROM ED6E. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2xb 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF Y4"xb" 51MP50N 5D5 5GREN5 (OR (9 3/4" TRU55LOK
<br />5GREN5) o lb" 0/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM ED6E. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU NALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<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 MU55
<br />MANUFACTURER, UNLESS OTHERWI5E NOTED.
<br />• I-JOI5T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. $ 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, TONGUE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS N/ 6LUE AND 3"xO.131" NAILS o
<br />6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) %" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"4.131" 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.
<br />seal:
<br />11 fill,
<br />'
<br />No 77824
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<br />M&K project number:
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<br />project mgr: J S B
<br />drawn by: BC
<br />issue date: 0 6.0 9.21
<br />REVISIONS:
<br />date: initial:
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