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MASONRY LINTEL A55EM5L I E5
<br />5EE 56FEDULE AND SPECIFICATION5 FOR ADD'L INFO
<br />ri'--•T, rT--1,
<br />1 LQJ+� MIN. (1)WURSEMOND I LQJ � MIN. (I) COURSE/BOND
<br />BEAM ABOVE LINTS. I i BEAM ABOVE LINTEL
<br />6RW 6ROUT
<br />BOTTOM REINF.
<br />q, PRECAST LINTEL w/ PRECAST LINTEL W
<br />tom`--t EMBEDDED REINF. #�E1 BFDD® REINF.
<br />MB-1 MB-2
<br />rr--'f,
<br />11 '+� OURS TOP COURSE, IF
<br />TOP COURSE, IF IL
<br />REQb PER ARCH. REQb PER ARCH.
<br />TOP REINF. OR WW. I;BOND BEAM
<br />R0W. A5 REab
<br />BOND BEAM WINF. EINF
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />-
<br />BOTTOM REINF. ra. PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />I a• I PRECAST LINTEL w/--�--{
<br />�--`�� 6•BEDDED REINF.
<br />MB-3 N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />8F8-013/0T
<br />-----
<br />-----
<br />M13-2
<br />8F8-I5/OT
<br />---
<br />(1) #5
<br />M13-3
<br />BFIb-IB/IT
<br />(1) #5
<br />1 (1) #5
<br />M5-4
<br />8RFI4-I13
<br />-----
<br />---
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />1. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS A5 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 REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl
<br />6. ALL LINTEL5 SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING 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 FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P655-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516114 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN EN6INEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB HITHY4" DIA. x 23/4" LONG
<br />TAPGON5 o 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 It FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLONIN6 MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O..
<br />f'c = 2,500 p51:....... FOOTIN65
<br />2,500 psi:....... 5LA65 ON GRADE (INTERIOR 8 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 FIN15H 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON VIR61N 501L OR
<br />615% COMPACTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• 6ROUT SHALL BE A5TM C416 F'c=3000 P51 w/ MAX 3/e" A66RE6ATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPES. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 501.ID ON EACH SIDE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE GENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS 5HOHN ON PLAN5)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AH GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS CLOSE TO 5QUARE5 AS
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I � I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF 51-06. ELEMENT
<br />3"4.131" NAILS
<br />3"4.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO JO15T/BLK'6.
<br />(3) NAILS o 4" o.c.
<br />(5) NAILS o 4" O.G.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAIL5
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTNN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS o 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 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 o CORNERS $
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME SPACING OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH 15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GORE (5EGT1 ON 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE PAGTOR = 1.0
<br />INTERNAL PRE55URE GO FF I G I NT =
<br />ENGLOSED, +/- 0.18
<br />ANY WIND 5PEED/EXPOSURE NOT L15TED HERE
<br />REQUIRE5 FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AALL
<br />5HEATH I NG SPEC 1 P 1 CAST I ON5
<br />INDICATES LOGATION AND EXTENT OF
<br />5HEARHALL HHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL 5HEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FA5TENED W
<br />PI 2J/211x0.131 " NAIL5 © 6" O.C. ALONG PANEL
<br />EDH5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2y2"xO.131" NAIL5 @ 3" o.G. ALON6 PANEL
<br />E06E5 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 058 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND o 12" O.G. AT CENTER. (U.N.O. ON PLAN5)
<br />I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO 5UPPORT PANEL E06E
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ FkV2"x0.131" NAILS ® 16"o.c. USE (8)
<br />3"2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARHALL5
<br />AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAHIN65 FOR ADD'L HALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS ARE CONSIDERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 OF HALL,
<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 OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARHALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-105 WITH 33(b SPAN RATIN6 (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITEGTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL Nn" THIGK, APA
<br />RATED 5HEATHIN6 R6 EXPOSURE 1 055 OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516% 5PEGIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Exposure 5
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONESm
<br />8' 6arage Door
<br />+18.5 P5F/-20A P5F
<br />+18.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.l P5F
<br />10 5QFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P51=1-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+H.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23A P51F
<br />100 SOFT.
<br />+16.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.6 P5F/-I1.6 P5F
<br />mEnd Zone 15 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-I6 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures above by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMING
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYHOOD 5HEATHIN6 2446,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL EDGES 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6
<br />TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER HTGA 4 TPI'5 BG51 1
<br />GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 8 BRAGIN6
<br />OF METAL PLATE CONNECTED HOOD TRUSSES."
<br />• ROOF TRU55 SHOP DH65. 5HALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 8 SHORT SPAN ROOF TRUSSES w/ 2x4 LE06ER
<br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS o 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />< 15'
<br />51MP50N H2.5T
<br />51146LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRUSS BEARING ON
<br />HOOD STUD HALL/HOOD BEAM
<br />ALL
<br />SIMPSON HT520
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARING ON GMU HALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 67. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED HOOD
<br />TRUSS CONSTRUCTION". M$K 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 />5PECIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ®
<br />INTERIOR BEARIN6 WALL
<br />• _ _ _ _ =
<br />BEARIN6 NALL ABOVE
<br />•
<br />BEAM / HEADER
<br />•
<br />LOCATION AND EXTENT OF 5HEARNALL
<br />• is::::::.:I
<br />EXTENT OF OVERFRAMIN6
<br />L'ii_•J
<br />•---- -- -- -INDICATES 1/8"A" SAN GUT CONTROL JOINT
<br />. INDICATES LOCATION OF REINFORCED GMU GORE
<br />(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 />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL PE516N
<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 P5F (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® 6UARD5/HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXP09JRE A5 L15TED
<br />R15K GATE60RY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 HALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 o 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 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED o 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 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TU05 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 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 4 HEADERS H/ 3-ROH5 OF 3"xO.131"
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 It
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLAN%
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 056
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 t 12" O.G. o
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10" 6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 304.131" NAILS 0 6" 0/6 OR 2 ROH5 Y4"x3Y2"
<br />51MP5ON 5D5 5GREN5 (OR E�/2" TRU55LOK 5GREH5) o 16" 0/6. USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY GONDITION. LOCATE
<br />TOP & BOTTOM NAIL5/5GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBER5.
<br />. FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) o 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GRE1I,,5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR HALL STUDS IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED H/Y4" DIA. X 4" LONG
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/460 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERHI5E NOTED.
<br />• I-JO15T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 8 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND 6ROOVE E06E5, FASTEN
<br />SHEATHING TO FRAMING MEMBERS H/ GLUE AND 3"0.131" NAILS o
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTE5
<br />• (3) 51N6LE PLY 2x12 5TRI%ER5 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 />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 346" DIA. x 3Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068-2001 1
<br />project mgr: J S B
<br />drawn by: MJT
<br />issue date: 01.2 6-21
<br />REVISIONS:
<br />date: initial:
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