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k
<br />F
<br />MA50NR*' LINTEL A55EM5L I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr--T - rr--1�
<br />1++- MIN. (1) COJR5EWW I I MIN. (1) GOUR5E/BOND
<br />1 L�J I BEAM ABOVE LINTEL i LOJ i BEAM ABOVE LINTEL
<br />71
<br />GR in GROUT
<br />BOTTOM REIN.
<br />1 a, 1 PREGA5T LINTEL W PREGA5T LINTEL. W
<br />#-�i` EMBEDDED REINF. � EMBEDDED REINF.
<br />MB- I MB-2
<br />rr---TI
<br />rr--T' 11 Q1-- TOP COURSE, IF
<br />I I '++-- TOP GOlIRSE, IF 1 LQJ 1
<br />m I L4J i REOD PER ARGH.
<br />u 1 i REO D PER ARCH.
<br />r :`: TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. z REIN. AS READ
<br />- GROUT
<br />• GROUT BOTTOM REINF.
<br />BOTTOM REINF. PREGA5T LINTEL. W
<br />i:Q PREGA5T LINTEL W EMBEDDED REIN.
<br />�-1 EMBEDDED REIN.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETA I L5
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />8F8-OB/0T
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/0T
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />8RF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />5HEET 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 />5-1.2
<br />2ND FLOOR FRAMING PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />50-3
<br />5TRUCTURAL DETAILS
<br />PB513-1
<br />STRUCTURAL DETAILS
<br />6ENERAL 5TRUOTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING 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 WALLS TO SLAB WITH)/4" DIA. x 23/4" LONG
<br />TAPGON5 @ 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT w/ PRE5ERVATIVE-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 STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:......, 5LAB5 ON GRADE (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 FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L 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 />• GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED 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 />ALI6N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE 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 w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH SIDE OF ALL
<br />MA50NRY 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. (AS SHOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 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 SQUARES A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEOFIOATION5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLOC. ELEMENT
<br />5W.131" NAILS
<br />3x0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO JOIST/BLK'G.
<br />(3) NAILS @ 4" o.c.
<br />(5) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2) TOENAILS
<br />(3) TOENAIL5•
<br />TOP OR SOLE PLATE TO STUD
<br />2 _NA IL5
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c.*
<br />BLK6. BTWN. JOI5T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.G.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />(g NAILS IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 21/2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />THIS MODEL HAS BEEN DES16NED IN
<br />ACCORDANCE WITH THE - th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (5EGTI ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWI N6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT _
<br />ENCLOSED, +/- 0.15
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 5HEAR ViALL
<br />5HEATHIN6 5FEC I II' I GATI ON5
<br />INDICATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REOUIRE5 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD GONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI 212 xO.131 NAILS @ 6 o.G. ALONG PANEL
<br />E06E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05E3 FASTENED W/
<br />P3 2y211xO.131" NAILS @ 3" o.G. ALONG PANEL
<br />EDGES AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/52"
<br />PLYWOOD OR 05B FASTENED w/ 2Y2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGE5 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 ED6E
<br />AND FASTENING
<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 w/ %"xO.131" NAILS @ I6"o.c. USE (8)
<br />3Y2"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0)
<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 GON51DERED 5HEARWALL5.
<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 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 5HEARWALL.
<br />g. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P521 OR APA PRP-108 WITH 33r 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 ASSEMBLIES SHALL BE NOMINAL 1�32" THICK, APA
<br />RATED 5HEATHIN6 �6 EXPOSURE 105E OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />ACCORDANCE WITH THE UL DESIGNS 5PEGIFIED.
<br />Window a Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®°
<br />OPENING SIZE
<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 />16Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-IcIA P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<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.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 P5F/-11.6 P5F
<br />(DEnd Zone i5 defined as the 5moller of 10% of lea5t horiz. dim. or 40%
<br />of mean roof height.
<br />®Pressures have been derived from 2020 FBG Table R301.2(2).
<br />©Pressures charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 section 2.4.1 from ultimate Pre55ure5. Divide
<br />allowable pressures above by o factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 4
<br />@ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6
<br />TRUSSES w/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGE5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5.
<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 />51MP50N VTGR CLIPS @ 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<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 TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL I FT OONNEGTOR5
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15,
<br />_
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRUSS BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRUSS OR PORGH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05.
<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 />- -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />HOLDOM / 5TRAP 50HEDUL !
<br />SYMBOL
<br />SPECIFICATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO
<br />GMU WALL w/ (1) SIMPSON M5TGM40 STRAP w/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS
<br />FOR REDUGED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0)
<br />GENERAL STRUCTURAL NOTE5
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = I P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE 40 P5F (INGLUDIN6 STAIRS � DECKS)
<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 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />R15K GATEC70RY 11
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 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' 6RADE MEMBERS SPACED @ 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (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 $ OTHER 5TRUGTURAL MEMBER5 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 BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS 0 12" O.G. 5TA66ERED. 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 POSTS W/ 3"xO.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 4 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 SOLID 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=1.55x10A6 psi
<br />• LVL - Fb=2600 p5i; Ev=285 psi; E=2.Ox10A6 psi
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OF 3"xO.131" NAILS @ 8" O/G OR 2 R0W5 Y4"x3Y2"
<br />51MP5ON 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 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. 50LID 3 Y2" OR 5Y4"
<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 OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />SCREW @ I6 0/G. 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 SCREW. LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 @ 24" O.G.
<br />FLOOR FRAMIN6
<br />•. I-JOIST5/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-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/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" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS @
<br />6" O.G. AT PANEL E06E5 4 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 w/
<br />(1) 51MP50N A55 GLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (5) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"x0.131 NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREAD5.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068-2001 1
<br />project mgr. JSB
<br />drawn by: B C
<br />issue date: 09- `j 4-21
<br />REVISIONS:
<br />date: initial
<br />02/22/22 Dip,
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