|
MASONRY LINTEL ASSEMBLIES
<br />SEE SCHEDULE AND SPECIFICATIONS FOR ADOL INFO
<br />MIN. p) C4LR5E/BM i MIN N GOUR5E/BOND
<br />L4J I BEAM ABOVE LINTEL I LLa I BEAM ABOVE LINTEL
<br />F:6ROin r 11 6ROI,T
<br />BOTTOM REINF.
<br />PRECA5T LINTEL ►r/ I p. I PRECAST LINTEL. w/
<br />EMBEDDED REINF. EMBEDDED REINF.
<br />MB-1 MB-2
<br />rr---T"
<br />rr - T-,
<br />I ii-i-
<br />TOP COURSE, IF
<br />" + �--
<br />' L4J
<br />I
<br />TOP COURSE, IF
<br />"L4J i
<br />REQb P62 ARCH.
<br />I
<br />---�
<br />REQb PER ARCH.
<br />TOP REINF. OR GONT.
<br />CONT. BOLA BEAM
<br />BOND BEAM REINF.
<br />REINF. A5 REQb
<br />6ROUT
<br />6ROUT
<br />BOTTOM REINF.
<br />�I -�a• -�IPRECAST
<br />MB-3
<br />BOTTOM REINF.
<br />LINTEL r✓
<br />EBEDD N
<br />_ra
<br />ry MB-4
<br />PRECAST LINTEL W
<br />EteEREW
<br />MA50NRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK DE516NATION TOP BOTTOM SHEAR REINFORCEMENT
<br />MB-1 8F8-oB/oT ----- -----
<br />MB-2 8F8-IB/OT ----- (1) #5
<br />MB-3 SF16-I13/IT (1) #5 (1) #5
<br />M5-4 8RFI4-I6 ----- -----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES;
<br />I. ALL LINTELS H/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 ksi
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET L 1ST INDEX
<br />SHEET DE5CRIPTION SHEET TITLE
<br />5-0.0 STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOGK PLAN
<br />5-1.26
<br />SECOND FLOOR FRAMING PLAN
<br />5-1.3A
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />STRUCTURAL DETAILS
<br />PB5B-1
<br />STRUCTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• OE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILOIN6 CODE.
<br />• FOOTING 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 MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x A14" LONG
<br />TAPGONS 0 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 $ FA5TENER5 IN CONTACT H/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORO.
<br />• CONCRETE OE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON 6RADE (INTERIOR $ 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 FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LA55 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A C15% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 H/ MAX %" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 PSI (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU CORE5 (AS INDICATED ON PLAN) SHALL
<br />ED BE REINFORCED H/ (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 FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL H/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE 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'-O" O.G. IN
<br />EXTERIOR HALLS. (AS SHOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB
<br />WOES, AND OTHER LOGATION5 WHERE SLAB 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" SLAB)
<br />• JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEOFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF 131-06. ELEMENT
<br />3"xO.131" NAILS
<br />3"x0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO J015T/BLK6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />5TUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAILS'"
<br />TOP OR 50LE 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 />BLK6. BTWN. JOISTS TO TOP PL.
<br />(3) 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 0 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 0 CORNERS $
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THI5 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SEGTI ON 160q)
<br />LATERAL DE516N REOU I REMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE EAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.0
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQU I RE5 FORMAL EVALUATION $ APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEER I N6.
<br />EXTERIOR I$ SHEAR HALL
<br />SHEATH I N6 SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />5YMBOL SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2Y2"xO.13I" NAILS @ 6" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />P3 2Y211x0.13I" 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 EXTERICR WOOD FRAMED WALLS H/ 15/32"
<br />PLYWOOD OR 05B FASTENED H/ 2-"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL ED&E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FA5TENIN6
<br />2. ALL 5TRUG-PURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER H/ 3�'2"xO.131" NAILS ® I6"o.c. USE (8)
<br />3Y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR W.ALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS 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 />5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(6 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 ASSEMBLIES SHALL BE NOMINAL !Va' THICK, APA
<br />RATED 5HEATHIN6 Rf, EXPOSURE 105E OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Kindow i Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENING SIZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16Garage Door
<br />+I1.1 P5F/-Iq.1 PSF
<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 />+Ig.O P5F/-20.8 P5F
<br />+Ig.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/-11.6 P5F
<br />+15.8 PSF/-I1.6 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 />13Pre55ures charted here are allowable pressures and have been
<br />reduced per A5GE 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 FRAMING.
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD SHEATHING 24/6
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS H/ 2 %NO.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $
<br />0 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG
<br />TRUSSES H/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW H/
<br />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGING
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 H/ 2x4 LEDGER
<br />FASTENED TO FRAMING P42) 3"xO.131" NAILS o 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRUSS BEARING 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 />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 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 GONNEGTOR5 PER SECTION 2.2 OF AN5I/TPI-2014
<br />"NATIONAL DE516N 5TANDARD6 FOR METAL PLATE CONNECTED WOCD
<br />TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOA05 PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN 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: :I EXTENT OF OVERFRAMIN6
<br />•- - -- INDIGATE5 1/8"A" SAW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOLDOAN / STRAP SCHEDULE
<br />SYMBOL
<br />5PEGIFIGATION
<br />FASTEN BUILT-UP POSTS SUPPORTING ROOF 63. TO
<br />GMU WALL H/ (1) 51MP50N M5TGM40 STRAP H/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0)
<br />GENERAL 5TRUCTURAL NOTES
<br />• DE516N IS BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOA05:
<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 5TAIR5 $ DEGK5)
<br />= 30 PSF ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® GUARDS/HANDRAILS
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />R15K GATE6ORY II
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP
<br />15TUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALLS SHALL BE CONSTRUCTED WITH 2x
<br />'5TUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED
<br />WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS 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 BEAM5 $ HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3'W.131" NAILS o 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FAGE5 A 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS H/ 1/16" 05B
<br />FASTENED H/ 2Y2"x0.131" NAILS o 6" O.G. ® E1?6E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 PSI; E=1.55x10A0 p51
<br />•LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A9 psl
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS ® 6" OIG OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3Y2" TRU5SLOK 5GREW5) 0 16" 0/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5CREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" O/C. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT H/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED H/Y4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMIN6 MEMBERS W/ GLUE AND 5'W.131" NAILS
<br />b" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CONSTRUCTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM H/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRWER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB H/ (3) 3/16" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 H/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DECKING
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />seal:
<br />77124
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<br />MW project number:
<br />068-200 1 1
<br />project mgr: .J S B
<br />drawn by: D R
<br />issue date: 10-1 9-21
<br />REVISIONS:
<br />date: initial:
<br />11/02/2021 EMG
<br />sheet:
<br />SM0.0
<br />
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