|
'.Y
<br />❑=
<br />MASONRY LINTEL ASSEMBLIES
<br />5EE SCHEDULE AND 5PEGIF16ATION5 FOR ADD'L INFO
<br />_ GROUT
<br />PREGAST LINTEL
<br />_ GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL W
<br />w/
<br />EMBEDDED REINF.
<br />Z L-1. -
<br />EMBEDDED REINF.
<br />MB-1
<br />MB-2
<br />m�
<br />TOP REINF. OR GONT.
<br />= GONT. BOND BEAM
<br />'= = BOND BEAM REINF.
<br />- REINF. AS REOV
<br />v
<br />-
<br />GROUT
<br />`-
<br />-
<br />= GROUT
<br />BOTTOM REINF.
<br />BOTTOM REINF.
<br />'i' :: "
<br />O
<br />-- PREGA5T LINTEL W
<br />PRECAST LINTEL W
<br />EMBEDDED REW
<br />EMBEDDED REINF.
<br />MB-3
<br />MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />M13-1
<br />SF8-OBIOT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />81`I6-I13/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />SRF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS A5 REGURIED.
<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, f y=60 k51
<br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST 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 FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P1350-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE.
<br />• FOOTIN6 DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 @ 32" ox, MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD,
<br />• GONGRETE DESIGN BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p5i:....... FOOTINGS
<br />2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE 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 6RADE.
<br />• FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR
<br />15% COMPAGTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 W MAX 3/$" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 PSI (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. (,MU DE516N BASED ON
<br />AGI 550/530.1
<br />• :. REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL
<br />MASONRY OPENINGS 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 MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" O.G. IN
<br />EXTERIOR WALLS. (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 5LA13
<br />EDOE5, AND OTHER LOCATIONS WHERE 5LAB CRACKS 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 SLAB (I" FOR A 4" 5LAB)
<br />• JOINTS SHALL BE LOGATED @ 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS
<br />POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I P I CATI ON5 (TYP. U.N.O.)
<br />DE5CRIPTION OF BL06. ELEMENT
<br />3"xO.131" NAILS
<br />3'W.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />SOLE PLATE TO JOIST/BLK'6.
<br />(3) NAILS @ 4" o.c,
<br />(3) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />(2) TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c.*
<br />13LK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />Q NAIL5 IN LAPPED AREA
<br />11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS 4
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2I2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HAS BEEN DE51ONED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q)
<br />LATERAL DES 16N REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L15TED
<br />HERE REQU I RE5 FORMAL EVALUATION
<br />APPROVAL FROM MULHERN $ KULP
<br />STRUGTURAL EN61 NEER I N6.
<br />EXTERIOR 4 5HEAR WALL
<br />SHEATHING SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WH I GH REOU I RE5 SHEATH I N6
<br />AND/ OR FASTENING 5PEG I F I GATI ONS
<br />BEYOND THAT OF STANDARD
<br />GON5TRU6TION
<br />SYMBOL SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />PI 2Y2"x0.131" NAILS @ 6" o.C. ALONG PANEL
<br />EDGES AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 0513 FASTENED W
<br />P3 2/'211xO.131" NAILS @ 3" o.c. ALONG PANEL
<br />ED6ES AND 12" o.C. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ '2"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDOE5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OCCUR 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 TOGETHER N/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARGHITEGTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 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 OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHING ED6E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARWALL.
<br />Window $ Door Allowable Wind Fre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONE5T
<br />6 Garage Door
<br />+18.5 P5F/-20.1 P5F
<br />+18.5 P5F/-20.1 P5F
<br />16' Garage Door
<br />+I1.1 PSF/-11.1 PSF
<br />+I1.1 PSF/-11.l PSF
<br />10 SOFT.
<br />+21.2 P5F/-22,1 PSF
<br />+214 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 />+I1.0 P5F/-20.8 PSF
<br />+11.0 P5F/-23.1 PSF
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 PSF
<br />+18.0 P5F/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />1 +15.8 P5F/-I1.6 PSF
<br />(DEnd Zone i5 defined a5 the Smaller of 10% of leo5t horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pre55ure5 charted here are allowable pre55vre5 and have
<br />been reduced per A5GE 1-10 section 2.4.1 from ultimate
<br />pre55vre5. Divide allowable pre5sure5 above by a factor of 0.6
<br />to obtain ultimate pre.55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS,
<br />• ROOF SHEATHING SHALL BE 1/I6" MIN. 055/PLYWOOD SHEATHING 24/6
<br />EXPOSURE 1, FASTEN SHEATHING TO ROOF MEMBERS N/ 2 3/8"xO.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5
<br />@ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRA6
<br />TRU55E5 N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL EDGES AT FIRST 2 TRUSS 5AY5 FROM 6A5LE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES.
<br />•
<br />ROOF IN6 FORMA 5H AT IN ROOF TRU55E5 SHALL EXTEND
<br />E H
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/
<br />51MP50N VTGR GLIP5 @ 24" O.G.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE GONNEGTED 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 N/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15,
<br />51MP50N H2,5T
<br />SIN6LE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARIN6 ON
<br />ALL
<br />SIMP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />=
<br />(2) SIMPSON HETAI6
<br />FLUSH G.T. BR6, ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF ANSI/TPI-2014
<br />"NATIONAL DES16N STANDARDS FOR METAL PLATE GONNEGTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNECTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ _ = BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF SHEARWALL
<br />• I: ' ;1 EXTENT OF OVERFRAMIN6
<br />--'___'J
<br />•__ _ - --VINDICATES 1/8"A" 5AW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />. (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON bth EDITION (2011) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N
<br />5PEGIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 PSF B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 4 DEGK5)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 P5F @ GARAGE
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P5F @ 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />RISK CATEGORY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 MALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 @ lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED @ W' O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR 5TUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED @ 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 STUDS 5PEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER 5TRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO,131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES @
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS @ 16' O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPEGIFIGATIONS TABLE FOR ALL
<br />6ONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B
<br />FASTENED N/ 2)12"xO.131" NAILS @ 6" O.G. @ E06E5 4 12" O.G. @
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6ES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/13EARIN6.
<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^b psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OF 3"0.131" NAILS @ 8" OIG OR 2 RON5Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) @ 16" O/G. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER,
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3Y2" 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 TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) @ 16" 0/6. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOGATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN GONTAGT N/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG
<br />TAPGON5 @ 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOl5T5/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 -JOIST /TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• I-JOIST/TRUSS 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 EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS @
<br />6" O.G. AT PANEL ED6ES 4 12" O.G, AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUCTION NOTES
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) SIMP50N A35 CLIP AT EAGH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
<br />seal:����
<br />'A
<br />NO ? �4 s
<br />� -A 4%�_
<br />ss
<br />E
<br />G�
<br />cD copyrigh
<br />Strd�te�yl
<br />101rTc�
<br />z
<br />z
<br />JF=
<br />W
<br />W
<br />z
<br />c
<br />La
<br />Z
<br />Z
<br /><
<br />W
<br />�
<br />J
<br />Q.22
<br />22
<br />Z=
<br />I-
<br />•
<br />i
<br />U
<br />4
<br />WF--
<br />22Q)
<br />T
<br />m E�
<br />J�
<br />z
<br />D
<br />°' o
<br />CP
<br />W
<br />ID
<br />Y
<br />�
<br />m
<br />W
<br />L6
<br />c N
<br />C
<br />cr) c.
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />NJM
<br />KGK
<br />04-14-20
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />CM
<br />C
<br />Z
<br />J
<br />W
<br />0
<br />W
<br />J
<br />Q
<br />0..
<br />Q
<br />0
<br />I..L
<br />W
<br />z
<br />a
<br />0..
<br />W
<br />U)
<br />J
<br />r�
<br />V
<br />O
<br />U)
<br />I~ �
<br />0 Z
<br />J .J
<br />SW0.0
<br />
|