|
iii
<br />0
<br />MA50NRY L I NTEL A55EM13L I E5
<br />SEE SCHEDULE AND SPECIFICATIONS FOR ADD'L INFO
<br />i_sJ{ I -MIN. (1)GOURSE/t30ND i i_4J�i- MIN. (1) GOURSEww
<br />t i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />I I PRECAST LINTEL w/ �PRECAST LINTEL W
<br />t �# EMBEDDED REINF. ice# EMBEDDED REINF.
<br />MB-I MB-2
<br />rr--,7
<br />11 TOP COURSE, IF
<br />l � i+TOP COURSE, IF I LQJ
<br />m L4J I L -J REGYD PER ARCH.
<br />V t � REQ'D PER ARGN.
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REOD
<br />GROUr
<br />BOTTOM REINF.
<br />BOTTOM REINF. •'-_a PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />R I PRECAST LINTEL W'� #--�
<br />12 '1`-`� EMBEDDED REINF. aY
<br />MB-3 ry MB-4
<br />MA50NRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />SF8-OBIOT
<br />-----
<br />-----
<br />MB-2
<br />SF8-IB/OT
<br />-----
<br />(1) #5
<br />M15-3
<br />8FIb-I5/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />BRF14-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REQURIED..
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55E1? LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 1<51
<br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 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 FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUCTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 ® 52" 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 8 FASTENERS IN CONTACT H/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 515. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,300 psi:....... 5LAB5 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 FINISH 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 C416 F'c=3000 P51 N/ MAX 3/s" A66RE6ATE
<br />• GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRES5IVE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE ASTM G210, TYPE 5. CMU DE516N BASED ON
<br />AGI 550/550.1
<br />• EREINFORCED 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 />AL16N WITH FOOTIN6 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" CONT. FULL LEN6TH 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 OPENIN65 AND AT ALL WALL GORNER5.
<br />• VERTIGAL REINFORGEMENT 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 WALLS. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOCATION5 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 a 12-0 O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5FEC I F I CATI ON5 (TYF. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"x0.131 NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS ® 4" o.c.
<br />(3) NAILS @ 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<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 />BLK6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(5) 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 />(g) NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS
<br />INTER5EGTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH 15 MODEL HAS BEEN DES16NED IN
<br />ACCORDANCE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (5EGT I ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND 5PEED a EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />W ND I MPORTANGE FACTOR = 1.0
<br />NTERNAL PRESSURE GOEFFIGIENT
<br />ENCLOSED, +/- 0.18
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ 5HEAR HALL
<br />SHEATH I NG 5PE0I F I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWAL._L WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEG.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />PI 2Y2 x0.131 NAILS @ 6 o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" 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 WALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ 2�2"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 '5HALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENIN6
<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 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"xO.131" NAILS @ 16"o.G. USE (8)
<br />3Y2"xO.131" NAILS ® EA. LAP 5PLIGE. (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 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 />FRAMIN6 MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENINC75 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 OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32i(6 SPAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL %2" THICK, APA
<br />RATED 5HEATHIN6 alb EXP05URE 105B OR PLYWOOD PER
<br />U.S. PRODUCT 5TAND)VRDD P51 OR P52, OR APA PRP-108 IN
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window $ Door Allohable Wind Pre55ure5
<br />140 MPH Wind Zone Exposure E3"
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+10.5 P5F/-20.q P5F
<br />+18.5 PSF/-20.q P5F
<br />16Garage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+1 1.1 P5F/-Iq.7 P5F
<br />10 SOFT,
<br />+21.2 P5F/-22.9 P5F
<br />+21.4 P5F/-28.3 PSF
<br />20 SOFT.
<br />+20.2 P5F/-22.0 PSF
<br />+20.2 P5F/-26.4 PSF
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q PSF
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 PSF/-I-f.b PSF
<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 />©Pressures 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 FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/b,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/S"x0.113"
<br />RING SHANK NAILS (RSRS-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4
<br />6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRA6
<br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKING
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 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 TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UFPL I FT GONNECTOR5
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LEN6TH
<br />t 15'
<br />SIMPSON H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />SIMPSON H10A
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61PDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />SIMPSON HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETA16
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE GONNEGTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RESPON5IBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 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 />•- --_..-__--1NDIGATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD GONSTRUGTION" - LATEST EDITION.
<br />• DESIGN 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 4 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 PSF (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS LISTED
<br />RI5K GATE6ORY 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 WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE 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 ® 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL 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 $ 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 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 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"x0.131" NAILS @ 6" O.G. @ ED6E5 4 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 BLOGKIN6 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=1.55xlO" 6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^6 psi
<br />• FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2"
<br />51MP50N 51)5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) ® 16" 0/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP d BOTTOM NAILS/5GREW5 2" FROM EDGE. 50LID 31112" 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 T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRUSSLOK
<br />5GREW5) 0 16" O/G. 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 ED6E. A 50LID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ 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-J015T5/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, 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" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
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<br />M&K project number
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />REVISIONS;
<br />JSB
<br />DJR
<br />01-13-22
<br />■ date: initial: ■
<br />sheet:
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