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<br />MA50NRN( LINTEL A55EM15L 1 E5
<br />5EE SCHEDULE AND 5PEGIFIGATION5 FOR ADVL INFO
<br />MIN. (I) GOURSEh+-�- 30ND t MIN. (1) GOUR5E/BOND
<br />�LOJ� IL_J�
<br />13EAM ABOVE LINTEL. i _ BEAM ABOVE LINTEL
<br />GROUT C'RRour
<br />BOTTOM REINS.
<br />k.
<br />PREGAST LINTEL w/ I a I PRECAST LINTEL w/
<br />z_ EMBEDDED REINF. EMBEDDED REIW.
<br />MB- I MB-2
<br />rr--T
<br />1 J++- TOP GaUR5E, IF
<br />TOP COURSE, IF = REQb PER ARCH.
<br />m I L-J i REQ'D PER ARGN. �----�
<br />--- TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REQD
<br />z GROUT.
<br />�Ra1T BOTTOM REINF.
<br />BOTTOM REINF. PREGA5T LINTEL w/
<br />` PRECAST LINTS..'v v
<br />#-=t- EMBEDDED REINF.. EMBEDDED REINF.
<br />MB-3 MB-4
<br />MA50NRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />81`8-I13/0T
<br />-----
<br />(1) #5
<br />MB-3
<br />8FIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />8RFI4-ID
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTELS N/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORGEMENT SHALL BE GRADE 60, Fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE51611.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T 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 />PBSB-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH)/4" DIA. x 23/4" LONG
<br />TAPGON5 ® 52" o.c. 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 $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p5i:....... FOOTINGS
<br />2,500 psi:....... SLABS ON GRADE (INTERIOR � 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 FINISH GRADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N SOIL OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• 6ROUT SHALL BE A5TM G476 F'G=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G270, TYPE 5. CMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />ID BE REINFORCED N/ (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 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 GROUTED 50LID ON EACH 51DE OF ALL
<br />MASONRY OPENINC75 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 WALLS. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB 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" SLAB)
<br />• JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I � I GATI ON5 (TN(P. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO JOI5T/BLK6.
<br />(3) NAILS @ 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO SOLE 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 0 8" o.c.
<br />TOENAILS ® 6" o.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.G.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.G.
<br />NAILS ® 16" o.G.
<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 />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />• 21/2"xO.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DESIC)NED IN
<br />AGGORDANGE WITH THE �th EDITION (2020)
<br />FLORIDA BUI LD I N6 GODE (SEGTI ON 160q)
<br />LATERAL DESIGN REQUIREMENTS FOR THE
<br />FOLLOWIN6 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 />ENGLOSED, +/- 0.15
<br />ANY WIND SPEED/EXPOSURE NOT L I5TED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL ENGINEERING.
<br />EXTERIOR I$ SHEAR WALL
<br />5HEATHIN6 5PEG I P I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WHIGH REQUIRE5 SHEATHING AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05E3 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 05B FA5TENED W/
<br />P3 2/2"x0.131" NAILS © 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 SHALL OCCUR 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 N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131 " NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR SHEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL
<br />CONSTRUCTION REQUIREMENT5.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5.
<br />7. 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 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATIN6 (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 W:;2" THICK, APA
<br />RATED 5HEATHIN6 �b EXPOSURE I QSB OR PLYWOOD PE1
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 It
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure B®°
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES(D
<br />8' Garage Door
<br />+10.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.g P5F
<br />16 Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 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 P5F/-23.g P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.5 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-11.6 P51F
<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 />©Pre55ure5 charted here are allowable Pre55ure5 and have been
<br />reduced per A5GE 7-16 section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable Pre55ure5 above by a factor of 0.6 for ult. pres5ure5.
<br />ROOF FRAMING
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN, 055/1PLYWOOD 5HEATHIN6 24/b,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 i
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 N/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/
<br />51MP50N VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLESS OTHERNI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<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 $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LEDGER
<br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL I fT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL
<br />(2) SIMP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MrI;K HAS EN6INEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF ASGE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN 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: :I EXTENT OF OVERFRAMIN6
<br />*-,-- - -m INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTE5)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<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 ® 6UARD5/HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P51F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />RI5K GATE60RY 11
<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 BEARING 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 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x
<br />'STUD' GRADE MEMBERS SPACED ® 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' GRADE 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 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS i# OTHER STRUCTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (SYP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS a 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 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G.
<br />STA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 7/16" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. @ ED6E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING 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=1.55x10A6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox1O"6 psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"0.131" NAIL5 ® 8" OIG OR 2 ROW5Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK SCREWS) 0 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 CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF Y4"xb" 51MP50N SOS 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 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 GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL STAIR GON5TRUGTION NOTES
<br />• (5) SINGLE PLY 2x12 STRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 5IMP50N A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB Nl (3) 3/b" DIA. x 3 Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS
<br />AT EAGH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />© copyright: MULHERAQVP ®� 2021
<br />Structural Engineering, Inc.
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<br />rM& project number:
<br />068-2001 1
<br />project mgr: JSB
<br />drawn by: p R
<br />issue date: 1 0-22-21
<br />REVISIONS:
<br />date: initial:
<br />11/02/2021 EMG
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