|
MASONRY LINTEL ASSEMBL I ES
<br />5EE SGHEDULE AND 5PEC►FICATION5 FOR ADD'L INFO
<br />rr--�i rr--7i
<br />MIN. 0) COAZ55E180ND I i '}� MIN. 0) GOURSE/EOND
<br />LQJ i BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL
<br />6ROUr 6ROVT
<br />BOTTOM REINF.
<br />PRECAST LINTEL W PRECAST LINTS W
<br />MB-1 EMemvEn REINF. 4 MB-2-2 ET1� REINF.
<br />LJ .-TOP
<br />GgAZSE, IF
<br />J i1 i L'++-
<br />� 2
<br />TOP C W-C-, IF
<br />REati PER ARCH.
<br />v i i
<br />REOV PER ARCH.
<br />• ;
<br />TOP REINF. OR CT.
<br />BEAM
<br />GONT' BMON
<br />EIM BEAM REIN.
<br />REINF. AS RW'V
<br />6ROUr
<br />6R0Ur
<br />_,
<br />BOTTOM REINF.
<br />i ` '
<br />I i I
<br />�t
<br />MB-3
<br />BOTTOM REINF.
<br />PREGAST LINTEL. w/
<br />EMB1� REINF.
<br />�-Y -t
<br />ry MB-4
<br />PREGA5T LINTEL w/
<br />REINF.
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-05/OT
<br />-----
<br />-----
<br />MB-2
<br />8F6-I13/0T
<br />-----
<br />(1) #5
<br />M13-3
<br />81`I6-I5/IT
<br />(1) #5
<br />(I) #5
<br />MB-4
<br />8RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 w/ 5PAN5 GREATER 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 5HALL BE 6RADE 60, fy=60 ksl
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 1ST INDEX
<br />SHEET DESGRIPTION
<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 />5-1.3A
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />5TRUGTURAL DETAILS
<br />P1353-1
<br />5TRUGTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />11"I �} enrol 1
<br />• OE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN GONTACT W/ GONGRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" 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 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTINC75
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE 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 FIN15H GRADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL GOMPAGTED TO A q5% PROGTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 550/530.1
<br />• REINFORCED GMU GORES (A5 INDIGATED 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 FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 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 6ROUTED SOLID ON EACH SIDE OF ALL
<br />MASONRY OPENINC75 AND AT ALL WALL GORNER5.
<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 LOGATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR HALLS. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1.1.5 RATIO
<br />CONNECTION SPECIFICATIONS (T`1'P. U.N.O.)
<br />DESCRIPTION OF 131-06. ELEMENT
<br />3"xO.131" NAILS
<br />3"0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO JOIST/13LK'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.c.
<br />TOENAILS 0 6" O.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 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 />7cTiRAIL5 IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS 4
<br />INTERSEGTI% HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOW
<br />TH 15 MODEL HAS BEEN DE516NED IN
<br />ACCORDANCE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SECTION I60q)
<br />LATERAL DE516N REGU I REMENT5 FOR THE
<br />FOLLONIN6 WIND SPEED 4 EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REOU I RE5 FORMAL EVALUATION $ APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR MLL
<br />SHEATHING SPEC I r-I CATIONS
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 056 FASTENED w/
<br />PI 2y2"x0.131" NAILS ® 6" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FA5TENED w/
<br />P3 212"xO.131" NAILS ® 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAILS o 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 06GUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEAR114ALL5.
<br />1. 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 TWO 1'-4" WIDE X 2'-0" TALL OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILING REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32% 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 IVa' THICK, APA
<br />RATED SHEATHING22
<br />% EXPO50RE 1 055 OR PLYWOOD PE1
<br />AGGORDANGE WITH THE UL DE516N5 SPEGIFIED.
<br />Window 4 Door Allowable Wind Pre551,11re5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 PSF/-20.q P5F
<br />+18.5 P5F/-20.q PSF
<br />I6Garage Door
<br />+11.1 PSF/-Iq.1 P5F
<br />+11.1 PSF/-Iq.1 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 />+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/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />(DEnd Zone 15 defined a5 the smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®Pres5ure5 have been derived from 2020 FBG Table R301.2(2).
<br />®Pre55ure5 charted here are allowable pressures and have been
<br />reduced per ASGE 1-16 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 TRU55 UPLIFT GONNEGTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113"
<br />RING SHANK NAILS (R51R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 4
<br />0 b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6
<br />TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON VTGR GLIP5 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I
<br />"6UIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN 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 />TRUSS
<br />GONNEGTOR
<br />LENGTH
<br />< 15'
<br />SIMPSON H2.5T
<br />51N6LE 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 WALL/WOOD BEAM
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MPSON HETAI6
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED
<br />WITH GONNEGTOR A5 L15TED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN AGGORDANCE WITH THE REQUIREMENTS OF A5GE-1-I(b.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5.
<br />LEGENP
<br />nouumt � � � � • •
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />0 BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />L _ _ -'J
<br />e-... -- - INDIGATE5 1/8"A" 5AW GUT GONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HANGER
<br />INDIGATE5 P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD 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 (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F ® SLEEPING 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 o TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />RI5K GATE6ORY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS 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 WALL5 SHALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER o 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED 0 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED
<br />WITH 2x '5TUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD 4 (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPEGIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JAGK STUDS 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 />• FAGE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS W/ 3x0.131" NAILS o I6" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNECTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 05B
<br />FASTENED w/ 2,2"x0.131" NAILS ® 6" O.G. ® ED6E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2(900 psi; Fv=285 psi; E=2.OXIOA6 psi
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) 0 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 61REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL56GREW5 2" FROM E06E. 50LID 3 Y2" OR 5Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (9 3/4" TRU55LOK
<br />5GREW5) o 16" OIG. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN GONTAGT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION GRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-J015T/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" GONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS 0
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION NOTE5
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED 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 GONGRETE 5LA13 wl (3) 3/16" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.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 />se
<br />••';
<br />No 77 24
<br />* .
<br />*�
<br />:Cc
<br />•
<br />-0 -TE O
<br />W
<br />F it-, :.
<br />.#, ;O� • ! r,
<br />,
<br />II�,SF /O1
<br />`
<br />0 LO�`
<br />© copyright: MULHER
<br />structural ering, Inc.
<br />CD
<br />z
<br />JLU
<br />W
<br />W
<br />z
<br />�Z
<br />z
<br />W
<br />Oa..
<br />J
<br />Q
<br />0
<br />.c,
<br />Z=
<br />ag
<br />U_
<br />4 Q.
<br />c_
<br />WW
<br />E
<br />'g
<br />cry
<br />=�
<br />m �
<br />a
<br />Jz
<br />Q.
<br />(1) CD
<br />W
<br />o
<br />�
<br />Com
<br />W
<br />_
<br />$ N
<br />Ilr
<br />co a
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />DR
<br />1 0-2 2-2 1
<br />REVISIONS:
<br />date: initial:
<br />11/02/2021 EMG
<br />sheet:
<br />J
<br />W
<br />Q
<br />O
<br />4
<br />w
<br />J
<br />a
<br />a
<br />SM0.0
<br />Q
<br />0
<br />J
<br />U.
<br />
|