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<br />MABONRY LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PE6IFIGATION5 FOR ADD'L INFO
<br />LQJ MIN. (1) GOUR5E/BOND i L4J -MIN. (I) GOUR5E/130ND
<br />i i BEAM ABOVE LINTEL i _ i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REIN.
<br />,. .
<br />Q PRECAST LINTEL w/ PRECAST LINTEL W
<br />EMBEDDED REIN. �-�-# EMBEDDED REINF.
<br />MB-I MB-2
<br />rr---n
<br />'+ I - TOP COURSE, IF
<br />i i + �- TOP COURSE, IF LQJ I
<br />m I LQJ I I i
<br />i i REQb PER ARCH.
<br />REQb PER ARCH. --�
<br />-- TOP REIN. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REIN. REIN. A5 REQb
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REIN. PREGA5T LINTEL. w/
<br />I a• I PRECAST LINTEL W EMBEDDED REIN.
<br />t-�-f EMBEDDED REIN. `uQj
<br />MB-3 MBA
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />MB-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I15/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />SRF14-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-CRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORGEMENT 5HALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />SHEET DESCRIPTION SHEET TITLE
<br />5-0.0 5TRUGTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />SECOND FLOOR FRAMINC, PLAN
<br />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />SD -I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING GODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 0 52" o.G. MAX. WITH A MINIMUM OF 2 TAPGONS PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 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 EXP05ED 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 FINISH 6RADE.
<br />• FOOTIN65 AND SLABS 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 D15GONTINUOU5 END OF REINF.
<br />• GROUT SHALL BE ASTM G416 F'c=3000 P51 N/ MAX 3/e" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 550/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EAGH 51DE 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 5HOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS 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 @ 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I � I CATI ON5 (T1'P. U.N.O.)
<br />DESCRIPTION OF 13LD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5•
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(5) NAILS 0 4" o.c.
<br />STUD TO SOLE PLATE
<br />(2) TOENAILS
<br />(3) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />(2) NAILS
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 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.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 SPLICE
<br />q) NAIL5 IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS $
<br />INTER5ECTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 212"xO.113 IS AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />TH15 MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REOU I REMENTS FOR THE
<br />FOLLOWING WIND SPEED $ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE 1=AGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G ENT =
<br />ENGLOSED/ +/- 0.18
<br />ANY WIND SPEED/EXPOSURE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEER I N6.
<br />EXTERIOR $ SHEAR !HALL
<br />SHEATHING SPEC 1 � 1 CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHICH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPED.
<br />15/32" PLYWOOD OR 05B FASTENED N/
<br />PI 2,V2NO.131" NAILS @ 6" O.G. ALONG PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED w/
<br />P3 2y2"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 WALL5 N/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 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 W %"xO.131" NAILS @ 16"o.c. USE (8)
<br />3y2"xO.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<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 />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 />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL SHEATHIN6 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 ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA
<br />RATED 5HEATHIN6 �W6 EXPOSURE 105B OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52 OR APA PRE-108 IN
<br />ACCORDANCE Y;ITH THE UL DE516115 SPECIFIED.
<br />WindoN � Door Allowable Wind Pre55ure5
<br />40 MPH Wind Zone ExI205ure B03
<br />OPENIN6 SIZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q PSF
<br />+18.5 PSF/-20.q P5F
<br />166arage Door
<br />+I1.1 PSF/-Iq.1 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 PSF
<br />+20.2 P5F/-26.4 P51F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+Ia.O PSF/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.5 P5F
<br />+18.0 P5F/-22.0 PSF
<br />500 SOFT,
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />(DEnd Zone is defined a5 the 5maller 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 pre55ure5 and have been
<br />reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55ure5 above by a 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 SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHING 24/6,
<br />F-XP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL ED&E5 $
<br />@ 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG
<br />TRUSSES N/ RIN6 SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKING
<br />ALONG PANEL ED&E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/
<br />51MP50N VTGR CLIPS 0 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 GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS 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 N/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />GONNEGTOR
<br />LEN6TH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING 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 BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 61. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EAGH ROOF TRUSS SHALL BE CONNECTED
<br />WITH GONNEGTOR AS L15TED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF ASGE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS 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 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />s - ° _,..._m.INDIGATE5 1/8"A" SAW GUT CONTROL JOINT
<br />INDIGATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOLDOWN / STRAP SCHEDULE
<br />SYMBOL
<br />SPECIFICATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO
<br />GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4"
<br />5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0)
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N 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 PSF (INGLUDIN6 STAIRS $ DECKS)
<br />= 30 P5F @ SLEEPIN6 AREAS
<br />= 50 P5F @ GARAGE
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />R15K GATE60RY II
<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 BEARIN6 WALL5 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 CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBER5 SPACED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 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 BEAMS d HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO GONNEGTION 5PEGIFICATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1/16" 05B
<br />FASTENED N/ 21'2"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 SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXGEED 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.Ox10~6 psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3x0.131" NAILS @ 8" OIG OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3)/2" TRU55LOK SCREWS) @ 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 31V2" 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 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) 0 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK SCREWS). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LONG
<br />TAPGONS @ 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXGEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JO 15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOIST/TRUSS 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" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"0.131" NAILS @
<br />6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUCTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB N/ (5) 3/b" DIA. x 3 Y2"
<br />LON6 TAPGON5
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 N/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />© copyright : MULHER KULP
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<br />M&K project number,
<br />068-19029
<br />project mgr: J S B
<br />drawn by: BC
<br />issue date: 09- 1 5-2 `I
<br />REVISIONS:
<br />date: initial
<br />sheet:
<br />SM0.0
<br />
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