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I it I __ II _
<br />a24
<br />MA50NRY LINTEL A55EM13L I E5
<br />5EE 5CHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO
<br />LsJ- MIN. (1) GOUR5E/BOND i L4J- MIN. (I) GOURSFJ80ND
<br />BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL.
<br />GROAT GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL w/ I ,,, I PREGA5T LINTEL W
<br />EMBEDDED REINF. ice-# EMBEDDED REINF.
<br />MB- I MB-2
<br />TOP GO(I , IF
<br />L
<br />1 I +-�- TOP COW -SE, IF � L4J i
<br />QJ i REOV PER ARCH. REOV PER ARGR
<br />v i i �----�
<br />TOP REINF. OR GONT. GONT'ND
<br />BEAM
<br />BOND BEAM REINF. REINF. A5 REOV
<br />GROUP
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. '__`_--PREGA5T LINTEL W
<br />I aI PRECAST LINTEL . EMBEDDED REINF.
<br /># �{
<br />-#-�#- EMBEDDED REIi�
<br />MB-3 ry MB-4
<br />MASONRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />SF8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F6-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FIb-I5/IT
<br />(I) #5
<br />(1) #5
<br />M13-4
<br />8RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'5 GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS N/ 5PAN5 6REATER THAN W-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 5HALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 5IZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW
<br />5HEET L 15T INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUCTURAL 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 />5-1.5
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />5TRUGTURAL DETAILS
<br />PB55-I
<br />I STRUCTURAL DETAILS
<br />GENERAL 5TRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" VIA. x 2%" 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 COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'C = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE 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 5LAB5 ON GRADE 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 />VIA.
<br />• HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'G=3000 P51 IN/ MAX 3/8" A66RE6ATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE ASTM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTIGAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<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 SOLID ON EACH SIDE OF ALL
<br />MASONRY OPENINGS AND AT ALL WALL GORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR HALLS. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB
<br />EDGES, AND OTHER LOCATIONS 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 A5 GLO5E TO 5QUARE5 A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I F I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"x0.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO SOLE PLATE
<br />2) TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAIL5
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.G.
<br />TOENAILS 0 6" o.G.*
<br />BLK'6. BTWN. JOISTS 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 0 24" o.G.
<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 @ CORNERS 4
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />" 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />ommmmmi
<br />TH15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REGU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED 4 EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G ENT =
<br />ENGL05ED, +/- 0.8
<br />ANY WIND 5PEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION S APPROVAL
<br />FROM M+K STRUCTURAL ENGINEERING.
<br />EXTERIOR 4 5HEAR HALL
<br />5HEATH I NG SPEC I F I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI J12"x0.131" NAILS © 6" O.c. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />P3 2y2"xO.131" NAILS @ 3" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/52"
<br />PLYWOOD OR 05B FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OGGUR 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.G. USE (8)
<br />3Y2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR HALLS ARE GON5IDERED 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 OPENINGS 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 OGGUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32(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 A55EMBLIE5 SHALL BE NOMINAL 15/32" THICK, APA
<br />RATED 5HEATHIN6 �b EXPOSURE 105E OR PLYWOOD PER
<br />U.5. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure E3"
<br />OPENING 5IZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.1 PSF
<br />16 Garage Door
<br />+11.1 P5F/-Iq.1 PSF
<br />+1 1.1 P5F/-Iq.1 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 PSF
<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.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />(DEnd Zone i5 defined o5 the Smaller of 10% Of Ieo5t horiz. dim. or 40%
<br />of mean roof height.
<br />®Pre55ures have been derived from 2020 FBG Table R301.2(2).
<br />3Pre55ure5 charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 1-I6 Section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55ures above by a factor of 0.6 for ult. pre55ures.
<br />ROOF FRAMING
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 24/16,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS N/ 2 %NO.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRUSSES N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/
<br />51MP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG5I I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING
<br />OF METAL PLATE GONNEGTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER
<br />FASTENED TO FRAMING N/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />S1MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE GONNEGTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PECIFIGATION5 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 />• - - INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />HOLDOWN / 5TRAF SCHEDULE
<br />SYMBOL
<br />SPEGIFIGATION
<br />FASTEN BUILT-UP POSTS SUPPORTING ROOF 6.T. TO
<br />GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGONS INTO GMU. DESIGN ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.)
<br />GENERAL 5TRUCTURAL NOTE5
<br />• DESIGN 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING GODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = I P5F T.G., 10 PSF B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5)
<br />= 30 PSF ® SLEEPING AREAS
<br />= 50 PSF @ GARAGE
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 PSF @ GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXP05URE AS L15TED
<br />RISK CATEGORY 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 BEARING WALL5 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 HALLS SHALL BE GON5TRUGTE0
<br />WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 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 4 OTHER 5TRUCTURAL 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 4 HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS ® 12" O.G. STAGGERED. 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 0 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS N/ l/16" 05B
<br />FASTENED N/ 2t12"x0.131" NAILS ® 6" O.G. ® EDGES 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 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=2.0x10A6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/G OR 2 R01615 Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. 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 EDGE. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />SCREWS) 0 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID I" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" PIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />•
<br />FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04,
<br />24" O.G., EXF05URE I, TONGUE AND GROOVE EDGES, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL STAIR GON5TRUGTION NOTES
<br />• (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" VIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT HALLS N/ (2) 3"4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN(5
<br />ON TREADS.
<br />• SEE STAIR FRAMING 5EGTION FOR MORE INFO.
<br />Vlu
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<br />M&K project number
<br />068-2001 1
<br />project mgr: .J S B
<br />drawn by: BC
<br />issue date: 09_ `[ 4-2 `[
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />SM0.0
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