|
MASONRY L I NTEL ASSEMBL I ES
<br />5EE 56HEME AND 5PECIFIGATION5 FOR ADD'L INFO
<br />I ' MIN RSEDI I 4JA MIN. p) CORSEWO
<br />LQLBM MOVE LINTEL BEAM ABOVE LINTEL
<br />6Rovr eRQur
<br />BOTTOM REINF.
<br />EMBEDDED
<br />EL W
<br />�EDV RE ME3'-2 EDFtIW.
<br />1 , , I 1 ++- TOP COURSE, IF
<br />TOP COURSE. IF L4J I
<br />m 3 I L4J I I I REQ'D PER ARCH.
<br />I REQ'D PER ARG+I.
<br />TOP REINF. OR CONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REQ'D
<br />6ROur
<br />GROUT BOTTOM REINF.
<br />--.
<br />BOTTOM REINF. PRECA5T LINTEL W
<br />ENDED RENF.
<br />I a• I PRECAST LINTEL w/ -�-r--i-
<br />iL-"--t BIDED REIIF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE5IC-NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />43-1
<br />8F8-013/0T
<br />-----
<br />----
<br />MB-2
<br />8F8-IB/0T
<br />----
<br />(1) #5
<br />43-3
<br />8FIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />MFI4-15
<br />----
<br />----
<br />APPROVED LINTEL MANUFACTURER5 ARE: 6A5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'5 GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, 1`9=60 k9I
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED 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 />5LA13 PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />5D-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />5TRUGTURAL DETAIL5
<br />PBSB-I
<br />5TRUGTURAL DETAIL5
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING GORE.
<br />• FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ GONGRETE
<br />OR MASONRY FOUNDATION 5HALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO 5LA5 WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 a 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, IT MAX. FROM PLATE END5.
<br />• BUILDER TO VERIFY GORRO510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 316. CONCRETE 5HALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 26 DAY5,
<br />U.N.O..
<br />f'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LA65 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTINGS 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LA55 ON GRADE 5HALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 46 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 %" AGGREGATE
<br />• GONGRETE MA50NRY UNIT5 5HALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF HOO P51 (F'M = 1500 P51). ALL
<br />MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/550.1
<br />• REINFORGED GMU GORES (A5 INDIGATED ON PLAN) 5HALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• GROUT 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 EAGH 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 GENTER OF THE MA50NRY
<br />CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR NALL5. (A5 5HONN ON PLAN5)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE GONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB
<br />ED6E5, AND OTHER LOGATION5 WHERE 5LAB GRACK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH
<br />OF THE 5LA5 (I" FOR A 4" 5LAB)
<br />• JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />151-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (T1'P. U.N.O.)
<br />DE5GRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAIL5
<br />3"4.120" NAIL5
<br />J015T TO 50LE PLATE
<br />(5) TOENAIL5
<br />(3) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'G.
<br />(3) NAIL5 ® 4" o.c.
<br />(3) NAIL5 o 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 o 8" 0.0.
<br />TOENAIL5 0 6" o.0
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAIL5 0 24" o.c.
<br />NAIL5 o I6" o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 @ 24" o.c.
<br />NAIL5 o 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 ® GORNER5 4
<br />INTER5EGTIN6 HALLS
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2Y2"x0.113 I5 AN AGCEPTABLE ALTERNATIVE TO A 3"xO.120", 5AME 5PACIN6 OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE ARE 5HOHN)
<br />TH15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE -Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGTION 160Q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT =
<br />ENCLOSED, +/- 0.18
<br />ANY WIND SPEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K 5TRUGTURAL ENGINEERING.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATHING SPEC I P I CATIONS
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REG2UIRE5 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 055 FA5TENED w/
<br />PI 2Y2"xO.131 " NAIL5 ® 6" o.G. ALONG PANEL
<br />EDC6E5 AND 1211 o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 056 FASTENED w/
<br />P3 2Y211 x0.131 " NAIL5 © 3" o x_ ALONG PANEL
<br />EDC6E5 AND 1211 o.c.. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 W 15/32"
<br />PLYWOOD OR 05B FA5TENED w/ 2 _"x0.131" NAIL5 ® 6" O.G. AT
<br />ALL PANEL ED6E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 5HALL OGGUR OVER FRAMING OR 2X
<br />BLOGKINC7 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES
<br />FA5TENED TOGETHER w/ 5,'2"x0.131" NAIL5 ® I6"o.c. U5E (8)
<br />3142"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR NALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. 5EE ARGHITEGTURAL DRANINC75 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR NALL5 ARE GON51DERED 5HEARNALL5.
<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 5HEARNALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUGT 5TANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3% 5PAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE
<br />ARGHITEGTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE
<br />RATED ASSEMBLIES 5HALL BE NOMINAL 152 " THICK. APA
<br />RATED 5HEATHIN6 Ab EXP05URE 1 0513 OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-IcI.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 PW-26.4 P5F
<br />50 5QFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 5QFT.
<br />+15.0 P5F/-Iq.B P5F
<br />+I8.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.8 FlW-I1.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />IDEnd Zone Is defined a5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pre55ures charted here are allowable pressures and have
<br />been reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5.
<br />Divide allowable pressures above by a factor of 0.6 to obtain ultimate
<br />pre55ure5.
<br />ROOF FRAMING
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 5HALL BE 1/1b" MIN. 056/PLYWOOD 5HEATHIN6 244 ,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 %3"x0.113"
<br />RING SHANK NAIL (R5R5-01 OR EQUIV) o 6" O.G. AT PANEL ED6E5 4
<br />o 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAIL5 a 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL ED6E5 AT FIR5T 2 TRU55 BAY5 FROM GABLE END.
<br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED ED6E5.
<br />•
<br />ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES 5HALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERNI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRACING
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 5HOP DN65. 5HALL BE SUBMITTED TO ARCH 4 E%.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• 5UPPORT PORCH 4 5HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"4.131" NAIL5 a 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51 MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD 5TUD NALL/NOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARING POINT5 OF EACH ROOF TRU55 5HALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RE51PON5113ILITY 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". MrEK HA5 ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ®
<br />INTERIOR BEARING WALL
<br />• _ _ _
<br />BEARING WALL ABOVE
<br />•
<br />BEAM / HEADER
<br />•
<br />LOCATION AND EXTENT OF 5HEARNALL
<br />• I::: ::::: I
<br />EXTENT OF OVERFRAMIN6
<br />•---- - ---INDIGATE5 I/8"A" 5AW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDIGATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BA5ED ON N05, "NATIONAL DE516N
<br />SPEGIFIGATION FOR WOOD CONSTRUCTION" - LATE5T EDITION.
<br />• DE516N LOAD5:
<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 AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® 6UARD5/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K GATEGORY II
<br />GENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING NALL5 5HALL BE 2x 5PF#2 OR
<br />5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD 5TUD BEARING WALL5 5HALL BE 2x 5PF OR 5YP
<br />'5TUD' GRADE LUMBER a 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUCTED WITH 2x
<br />'STUD' GRADE MEMBERS 5PAGED 0 lb" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD NALL5 5HALL BE CON5TRU(TED
<br />WITH 2x 'STUD' GRADE MEMBER5 5PAGED o 24" O.G. (MAX).
<br />• ALL HEADERS 5HALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TU05 5PEGIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER 5TRUGTURAL MEMBER5 5HALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAM5 t HEADER5 N/ 3-RON5 OF 3"xO.131'
<br />NAIL5 o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 RON5 OF NAIL5 FOR 2x6 #
<br />2x8 MEMBER5.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAIL5 o 16" O.G.
<br />5TA66ERE0. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO GONNEGTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ l/16" 056
<br />FASTENED W 2y2"x0.131" NAIL5 ® 6" O.G. ® ED6E5 $ 12" O.G.
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPIGAL U.N.O. ON THE PLAN5.
<br />• PROVIDE SOLID BLOCKING IN FLOOR 5Y5TEM UNDER ALL PO5T5
<br />GONTINUOU5 TO FOUNDATION/13EARIN6.
<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 psi; Fv=285 p51; E=2.Ox10" b psi
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OF 3"x0.131" NAIL5 o 6" O/G OR 2 RON5 Y4"x3►'2"
<br />51MP50N 505 5GREN5 (OR 5V2" TRU55LOK 5GREW5) o 16" O/G. U5E
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/56REN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE ACCEPTABLE. U5E 2 RON5 OF NAIL5 FOR 2x6 4 2x8
<br />MEMBER5.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 5D5 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) o 16" O/G. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN GONTAGT w/ GMU NALL5 5HALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUR TO MEET OR
<br />EXCEED L1480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERNI5E NOTED.
<br />• I-J015T/TRU55 SHOP ON65. 5HALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBER5 W/ GLUE AND 3"4.131" NAIL5 A
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUGTION NOTE5
<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 A35 CLIP AT EACH 5TRIN6ER.
<br />• FA5TEN 2x6 P.T. PLATE TO CONCRETE 5LA13 w/ (3) %11 DIA. x 3)42"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"0.131" NAIL5
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING
<br />ON TREAD5.
<br />9 5EE STAIR FRAMING 5EGTION FOR MORE INFO.
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr: J S B
<br />drawn by: MJT
<br />issue date: 0 1 -2 6-22 1
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