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MASONRY LINTEL ASSEMBLIES
<br />5EE 56HEDULE AND 5PEGIFIGATION5 FOR ADVL INFO
<br />6RWT 6ROVr
<br />BOTTOM REINR
<br />PRECAST LINTEL W/ PRECAST LINTEL W/
<br />B•'EEDDHJ REW. � � BMBEDDED REINF.
<br />MEL MB-2
<br />m�
<br />TOP REINF. OR CONT. GONE. BOND BEAM
<br />BOND BEAM REIT REINF. A5 REQ'D
<br />6RcuT 6PMT
<br />BOTTOM REW
<br />BOTTOM REINF. F�PFe,A6T
<br />LINTEL W
<br />PRECAST LINTEL w/ Er�DED REINF.
<br />etBmDED RERF. � t-��
<br />N
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />43-1
<br />8F8-05/0T
<br />----
<br />----
<br />MB-2
<br />8F8-IB/0T
<br />---
<br />(1) #5
<br />M13-3
<br />81`I6-113AT
<br />(1) #5
<br />(1) #5
<br />M3-4
<br />8RFI4-I5
<br />----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTTS GONGRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 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 GRADE 60, fy=60 ksi
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />SHEET DE5GRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTE5
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />2ND FLOOR FRAMIN6 PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAIL5
<br />50-2
<br />5TRUGTURAL DETAIL5
<br />50-3
<br />5TRUGTURAL DETAIL5
<br />P655-I
<br />15TRUGTURAL DETAIL5
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE.
<br />• FOOTIN6 DESIGN - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FA5TEN PARTITION WALL5 TO 5LA13 WITH)/4" DIA. x 23/4" LON6
<br />TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, IT MAX. FROM PLATE-END5.
<br />• BUILDER TO VERIFY CORRO5ION-RE515TANCE COMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN CONTACT W PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.:
<br />f'c.= 2,500 p51:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER 5HALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LAB5 ON GRADE 5HALL BEAR ON VIRGIN 501L OR
<br />q5% GOMPAGTED FILL.
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR
<br />DIA.
<br />• HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT 5HALL BE A5TM G416 F'c=3000 P51 W MAX 9/6" A66RE6ATE
<br />• CONCRETE MASONRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON
<br />AGI 550/530.1
<br />• El
<br />REINFORGED GMU GORES (A5 INDICATED ON PLAN) 5HALL
<br />BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR 5HALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL W/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALL5. (A5 5HOWN ON PLANS)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINT5 AT ALL IN510E GORNER5 OF 5LA13
<br />ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE V4 OF THE DEPTH
<br />OF THE 5LAB (I" FOR A 4" 5LAB)
<br />• JOINT5 5HALL BE LOCATED o 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 CLOSE TO 5QUARE5 A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I r I GATI ONS (TYP. U.N.O.)
<br />DE5GRIPTION OF BL06. ELEMENT
<br />3"xO.131" NAIL5
<br />3"4.120" NAIL5
<br />J015T TO 50LE PLATE
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />50LE PLATE TO JOI5T/BLK'G.
<br />(5) NAIL5 o 4" o.c.
<br />(3) NAIL5 a 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAIL5
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAIL5 o 6" o.c.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />DOUBLE 5TUD
<br />NAIL5 o 24" o.c.
<br />NAIL5 o 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 o 24" o.c.
<br />NAIL5 a 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAIL5 IN LAPPED AREA
<br />TOP PLATE LAP a GORNER5 8
<br />INTER5EGTIN6 WALLS
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN)
<br />THIS MODEL HAS BcEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA BU I LD I N6 GODE (5EGTION 160Q)
<br />LATERAL DE516N REQUIREMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L15TED
<br />HERE REQUIRES FORMAL EVALUATION
<br />APPROVAL FROM MULHERN 4 KULP
<br />5TRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATHING SPEC I r-I GATI ONS
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WH I GH REGU I RE5 5HEATHIN6
<br />AND/ OR FASTENING SPEGIFIGATION5
<br />BEYOND THAT OF STANDARD
<br />GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FA5TENED W/
<br />PI 2Y2"x0.131" NAIL5 @ 6" o.c.. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W/
<br />P3 21/2"x0.131" NAIL5 @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 055 FA5TENED W/ 2 "xO.131" NAIL5 ® 6" O.G. AT
<br />ALL PANEL EDOE5 AND ® 12" O.G. AT CENTER. N.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />5TUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5
<br />FASTENED T06ETHER W/ %"xO.131" NAIL5 ® I6"o.c. U5E (8)
<br />3V2"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. 5EE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR WALL5 ARE GON5I2ERED 5HEARWALL5.
<br />1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL,
<br />PANEL JOINT5 5HALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBER5.
<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 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5m
<br />6 Garage Door
<br />+18.5 P5F/-20.g P5F
<br />+18.5 P5F/-20.q P5F
<br />16 6arage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.1 P5F
<br />10 5QFT.
<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 5QFT.
<br />+IcI.O 1`75F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 5QFT.
<br />+18.0 P5F/-Ig.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.5 P5F/-I1.6 P5F
<br />1 +15.8 P5F/-I1.6 P5F
<br />(DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pressures charted here are allowable pressures and have
<br />been reduced per A5GE 1-10 section 2.4.1 from ultimate
<br />pressures. Divide allowable pressures above by a factor of 0.6
<br />to obtain ultimate pressures.
<br />ROOF FRAMIN6
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/16,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) a 6" O.G. AT PANEL E06E5 8
<br />0 b" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO GABLE END It DRAG
<br />TRU55E5 W RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END.
<br />PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW W/
<br />51MP50N VTGR GLIP5 a 24" O.G.
<br />• ALL METAL HANGERS SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND IN5TALL ROOF TRU55E5 PER WTGA rt TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARCH It EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ 5HORT 5PAN ROOF TRU55E5 W/ 2x4 LEDGER
<br />FASTENED TO FRAMING P42) 3"4.I31" NAIL5 o 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARIN6 CONDITION
<br />CONNECTOR
<br />LENGTTRU5H
<br />< 15'
<br />5IMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP5ON HIOA
<br />WOOD STUD WALUWOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />WOOD 5TUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLU5H BEAM OR
<br />FLU5H 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HA5 EN6INEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACGORDANGE WITH THE REQUIREMENT5 OF A5GE-1-10.
<br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GAR05.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ = BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOGATION AND EXTENT OF 5HEARWALL
<br />I: • :::1 EXTENT OF OVERFRAMIN6
<br />INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE51614 15 BASED ON bth EDITION (2011) FLORIDA BUILDIN6 GODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DE516N
<br />5PEGIFIGATION FOR HOOD 'GON5TRUGTION" - LATE5T 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 P5F (INGLUDIN6 5TAIR5 4 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREA5
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® 6UAR05/HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED
<br />R15K GATE6ORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD 5TUD BEARIN6 WALL5 5HALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x
<br />STUD' 6RADE MEMBERS 5PAGED 0 169" O.G. (MAX).
<br />• ALL NON -BEARING INTERIOR 5TUD WALL5 5HALL BE GON5TRUGTED
<br />WITH 2x 'STUD' GRADE MEMBER5 5PAGED 0 24" O.G. (MAX).
<br />• ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE
<br />5PRUGE-PINE-FIR #2 (5117F) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"4.131"
<br />NAIL5 A 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAIL5 FOR 2x6 4
<br />2x6 MEMBER5.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAIL5 a 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 A 3-PLY OR
<br />MORE GONOITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 056
<br />FASTENED W/ 2Y2"xO.131" NAIL5 ® b" O.G. ® ED6E5 d 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 BLOGKI% IN FLOOR 5Y5TEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^6 psi
<br />• LVL - Fb=2600 p51; Fv=285 psi; E=2.Ox10^b psi
<br />• FOR 2 4 3 PLY 5EAM5 OF EQUAL WIDTH, FA5TEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"0.131" NAIL5 a 8" O/G OR 2 ROW5 Y4"x3V2"
<br />51MP50N 505 5GREW5 (OR 511'2" TRU55LOK SGREW5) a 16" 0/6. U5E
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. SOLID 3 y2" OR 5 y4"
<br />BEAM5 ARE ACCEPTABLE. U5E 2 ROW5 OF NAIL5 FOR 2x6 4 2x8
<br />MEMBER5.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER
<br />WITH 3 ROWS OF y4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" O/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 5HALL BE
<br />PRE5ERVATIVE TREATED AND FASTENED W/ V4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />9 FLOOR FRAMING
<br />• I-J015T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-J015T/TRU55 5HOP DW65. 5HALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR 5HEATHIN6 5HALL BE 25/32" GONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"4.131" NAIL5
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORT5.
<br />I TYPICAL 5TAIR GON5TRUGTION NOTE5 I
<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 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE 5LA5 w/ (3) 346" DIA. x 3 Y
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAIL5
<br />AT EACH 5TUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />9 5EE 5TAIR FRAMIN6 5EGTION FOR MORE INFO.
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<br />M&K project number:
<br />068.2001 1
<br />project mgr: ,,J,SB
<br />drawn by: MJT
<br />issue date: 1 0-09-20
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />SW0.0
<br />:
<br />
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