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MA50NRY LINTEL A55EMBL I ES
<br />SEE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO
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<br />E43EDDm REINr=. � I I S•18EDDW REINF.
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<br />TOP REINF. OR CONT. CONT. BOND BEAM
<br />BOND BEAM RENF. REIW. AS REOV
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<br />PRECAST LINTEL W EMBEDDED REINF.
<br />EMBEDDED REIN. � -{--"i-
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<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />43-1
<br />8F8-OBIoT
<br />-----
<br />-----
<br />M5-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M5-3
<br />81=16-I5/IT
<br />(1) #5
<br />(1) #5
<br />M5-4
<br />8RFI4-I5
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GAST-CRETE, QUALITY PRECAST GO.,
<br />AND LOT7'5 CONCRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 w/ SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED.
<br />2. 5HORE FILLED LINTELS AS, REQURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl
<br />6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />SHEET DE5GRIPTION
<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 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 />• DESIGN 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN GONTAGT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITHY4" DIA. x 23/4" LONG
<br />TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi:....... FOOTINC75
<br />2,500 psi:....... 5LA65 ON GRADE (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 FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTINGS AND 5LA65 ON GRADE SHALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP 5PLIGES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX Na" AGGREGATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE STRENGTH OF 1900 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON
<br />AGI 550/550.1
<br />• REINFORCED GMU GORES (AS, INDIGATED ON PLAN) SHALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH 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 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 LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS, 5HOWN ON PLANS)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />EDGES, AND OTHER LOCATIONS WHERE 5LA13 GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" 5LAB)
<br />• JOINT5 SHALL BE LOCATED a 12-0" O.G. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS, CL05E TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"x0.131" NAILS
<br />3"xO.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/13LK6.
<br />(3) NAILS a 4" o.c.
<br />(3) NAILS a 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS a 8" o.c.
<br />TOENAILS a 6" o.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(5) 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 o 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS 4
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2 "x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAG IN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />TH 15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA BU I LD I N6 GODE (SEGTI ON 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED 4 EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE PAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED
<br />HERE REQU I RE5 FORMAL EVALUATION
<br />APPROVAL FROM MULHERN 4 KULP
<br />STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR YiALL
<br />SHEArTH I NG 5PEG I P I GAIT I ON5
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WH I GH REQU I RE5 SHEATH I N6
<br />AND/ OR FA5TENIN6 5PEGIFIGATION5
<br />BEYOND THAT OF STANDARD
<br />GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 055 FASTENED W/
<br />PI 2J/211x0.131" NAILS @ 6" o.c. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR O5B FA5TENE1? w/
<br />P3 2y2"xO.131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 22"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL EO6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGE5 SHALL OGGUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<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 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3112"x0.131" NAILS ® 16"o.c. USE (8)
<br />3142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARGHITEGTURAL DRAWINC75 FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 ARE GON51DERED 5HEARWALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES OF WALL,
<br />PANEL JOINTS 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 5HEARWALL5 50
<br />LONG AS, THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />Window i Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />I6Garage Door
<br />+I1.1 P5F/-Iq.l P5F
<br />+I1.1 P5F/-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 />+lq.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 P5F
<br />+15.8 %F/-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 />NOTE: Pressures charted here are allowable pressures and have
<br />been reduced per A5GE 1-10 section 2.4.1 from ultimate
<br />pressures. Divide allowable pressures above by a factor of 0.6
<br />to obtain ultimate pressures.
<br />ROOF FRAMING
<br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 0513/1FLYWOOD 5HEATHING 24/16,
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (RSR5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4
<br />0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAILS a 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL E067E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING 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 0 24" O.G.
<br />• ALL METAL HANGERS, SHALL BE SPECIFIED BY THE TRU55
<br />MANUFAGTURER, UNLESS OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I
<br />"GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING 4 BRINGING
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 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 FRAMING w/(2) 3"x0.131" NAILS 0 16" O.G.
<br />UPLIFT GONNEGTOR5
<br />BEARING GONDITION
<br />�N TH
<br />GONNEGTOR
<br />< 15'
<br />5I MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE 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. BRG. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNEGTED WOOD
<br />TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-10.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />I: :::::1 EXTENT OF OVERFRAMIN6
<br />*--- - _- _....._..INDIGATE5 I/8"xl" SAW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HANGER
<br />INDIGATE5 P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DESIGN 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 P517 @ GARAGE
<br />= 200 # POINT LOAD ® 6UARD5/HANORAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />R15K GATEGORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF OR SYP
<br />STUD' GRADE LUMBER o 16" 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 -BEARING INTERIOR STUD WALLS SHALL BE GON5TRUGTEO
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX).
<br />• ALL HEADER5 SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEM13ER5 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 HEADER5 W/ 3-ROW5 OF 3"x0.131"
<br />NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE GONOITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS ® 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/I6" 055
<br />FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. ® EDGES 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />GONTINUOU5 TO FOUNDATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 p51; Fv=285 psi; E=2.OXIOA6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS a 8" O/G OR 2 ROWS Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 5Y2" TRU55LOK 5GREW5) a 16" 0/6. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY GONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK
<br />56REW5) o 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRUSS
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"0.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL STAIR G0145TRUGTION NOTE5
<br />• (3) 51N6LE 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 STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (5) 3/16" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RI5ER5 AND I" FLOOR DECKING
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />sealNOV 10
<br />: No
<br />1,
<br />*:
<br />�776��4
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