|
MASONRY L I NTEL ASSEMSL I ES
<br />SEE SCHEDULE AND SMOFIGATIONS FOR ADD'L INFO
<br />r r-7 rr--
<br />1LQJI+i - MIN. N COW-W30W I LQJ I MIN (1)C.CUR5E/B01�
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE UWEL
<br />6R= �zRour
<br />4.. ' 4.. ,
<br />BOTTOM REIaF.
<br />p■ PRECAST LINTEL W . PRECAST LINTEL W
<br />t-'�-F B tiEIPF.IiSNF.
<br />MB-1 MB-2
<br />COURSE, IF ' TOP C
<br />I i TOP CE, IF 1 L4J It- OURSE,
<br />m °pt' I L4J I REQ'D P32 ARGN. L____,, REQU PER ARGN.
<br />TOP REW OR CONT. � BEAM
<br />BOND BEAM REINF. REINF. AS RW'D
<br />GROUT
<br />OF -an BOTTOM FEW.
<br />BOTTOM REINF. -_ra PRECAST LINTEL W
<br />PRECAST LINTEL W #--Y-t
<br />EH9EPM Ftew.
<br />ENDED REAP.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />43-1
<br />8F8-OB/OT
<br />-----
<br />---
<br />MB-2
<br />8F8-I5/OT
<br />---
<br />(1) #5
<br />MB-3
<br />W16-113AT
<br />(1) #5
<br />(1) #5
<br />143-4
<br />8WI4-IB
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGAST CO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRESTRE55ED.
<br />2.5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT 5HALL BE GRADE 60, fy=60 ksl
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE56N.
<br />7. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />5HEET DE5GRIPTION
<br />5HEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTE5
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAIL5
<br />P1555-1
<br />5TRU6TURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE51GN 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THE5E FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT W/ GONGRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />5OUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO 5LA13 WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE END5.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FA5TENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD.
<br />• GONGRETE PE515N BA5ED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE-551VE 5TRENGTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 P51:....... FOOTING5
<br />2,500 psi:....... 5LAB5 ON SRADE (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 7% AIR ENTRAINMENT.
<br />• ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTINGS AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED 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 %" ASSRESATE
<br />• CONCRETE MASONRY UNITS 5HALL BE A5TM G90 WITH A MINIMUM
<br />GOMPRE551VE 5TREN5TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR 5HALL BE A5TM C270, TYPE 5. GMU DESIGN BA5ED ON
<br />AGI 530/530.1
<br />•ElREINFORCED GMU GORE5 (A5 INDIGATED ON PLAN) 5HALL
<br />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 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• 6ROUT SOLID 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 5OLID ON EACH 510E OF ALL
<br />MASONRY OPENIN65 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORGEMENT 5HALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, 5HALL BE LOGATED IN THE GENTER OF THE MASONRY
<br />CELL, AND 5HALL BE LOGATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALL5. (A5 5HOWN ON PLAN5)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE GONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB
<br />E06E5, AND OTHER LOGATION5 WHERE 5LA13 GRAGK5 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 5LA13 (I" FOR A 4" 5LAB)
<br />• JOINT5 5HALL BE LOCATED a 12-0" O.G. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 GL05E TO 5WARE-5 A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DE5GRIPTION OF BLDS. ELEMENT
<br />3"x0.131" NAIL5
<br />3"xW20" NAIL5
<br />J015T TO 5OL.E PLATE
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />SOLE PLATE TO J015T/BLK'6.
<br />(3) NAIL5 o 4" O.G.
<br />(3) NAIL5 ® 4" o.c.
<br />5TUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO 5TUD
<br />2 NAIL5
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS A 8" o.c.
<br />TOENAILS 0 b" o.0
<br />BLK'S. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAIL5
<br />(3) TOENAIL5#
<br />DOUBLE 5TUD
<br />NAIL5 o 24" o.c.
<br />NAIL5 o 1611 O.C.
<br />DOUBLE TOP PLATE
<br />NAIL5 0 24" o.c.
<br />NAIL5 0 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 o GORNER5 4
<br />INTER5ECTI% WALLS
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAIL 5. (ONLY ACCEPTABLE WHERE * ARE 5HOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGTION 1(90q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATH I NIS SPECIFICATIONS
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRE5 5HEATHING AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />5YM130L
<br />SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FA5TENED W/
<br />PI
<br />2y2"xO.131" NAILS ® 6" o.G. ALON6 PANEL
<br />EDH5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W/
<br />P3
<br />21/2"x0.131" NAIL5 @ 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />5TANDARD EXTERIOR WALL 5HEATHINS REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 W/ 15/32"
<br />PLYWOOD OR 05B FA5TENED W/ 2,�"x0.131" NAIL5 ® b" O.G. AT
<br />ALL PANEL ED6E5 AND ® 12" O.G. AT GENTER. (U.N.O. ON PLAN5)
<br />I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® Ib"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 5HALL HAVE DOUBLE TOP PLATE5
<br />FASTENED TOGETHER W/ %"x0.131" NAIL5 ® I6"o.c. U5E (8)
<br />%"x0.131" 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 OPENIN55.
<br />5. 5EE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CON5TRUGTION REQUIREMENT5.
<br />b. ALL EXTERIOR WALL5 ARE GON5IDERED 5HEARWALL5.
<br />7. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL,
<br />PANEL JOINTS 5HALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN55 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OGGUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT 5TANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(6 SPAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5. THE 5HEATHING U5ED IN THE -FIRE
<br />RATED A55EMBLIE5 5HALL BE NOMINAL 1%7," THIGK, APA
<br />RATED 5HEATHINS 5 EXP05URE 1 055 OR PLYWOOD PER
<br />U.5. PRODUCT STAND RD P51 OR P52, OR APA PRP-108 IN
<br />ACCORDANCE WITH THE UL DE516N5 5PEGIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone EX o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5m
<br />8' Garage Door
<br />+18.5 P5F/-20A P5F
<br />+18.5 P5F/-20.q P5F
<br />16Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 P5F
<br />10 5017T.
<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 />+Iq.0 P5F/-20.8 P5F
<br />+Iq-0 P5F/-23A P5F
<br />100 5QFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />1 +15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />IDEnd 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 7-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures dove by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMING
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 56HEDULE FOR ALL ROOF
<br />TRU55 CONNEGTORS.
<br />• ROOF 5HEATHING SHALL BE 7/I6" MIN. 05B/PLYWOOD 5HEATHINS 24,(e,
<br />EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS W/ 2 3/8"&113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRU55E5 W/ RING 5HANK NAILS A 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM GABLE END.
<br />PROVIDE "H" 5TYLE GLIP5 ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 5HALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMINS.
<br />• TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW W/
<br />51MP50N VTGR GLIP5 0 24" O.G.
<br />• ALL METAL HAN66ER5 SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UWE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRACING
<br />OF METAL PLATE GONNEGTED WOOD TRU55E5."
<br />• ROOF TRU55 5HOP DW55. 5HALL BE SUBMITTED TO ARCH 4 ENS.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• 5UPPORT PORCH 4 5HORT SPAN ROOF TRU55E5 W/ 2x4 LEDSER
<br />FASTENED TO FRAMINS W/(2) 3"x0.131" NAIL5 o 16" O.G.
<br />UPL I FT CONNECTORS
<br />BEARING CONDITION
<br />CONNECTOR
<br />LENGTTRUC0H
<br />< 15'
<br />51MP50N H2.5T
<br />51NSLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD 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., FLU511 BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH S.T. BRS. ON GMU WALL
<br />ALL BEARING POINTS OF EAGH ROOF TRU55 5HALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED 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 DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUCTION". M4K HA5 ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENT5 OF A5CE-7-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER THI5 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOAD5 5HOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />I: :I EXTENT OF OVERFRAM1%
<br />L _ _ _ J
<br />*____ _ __---_INDIGATE5 1/8"A" 5AW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />UJ (5EE NOTE5)
<br />J L METAL HANGER
<br />INDIGATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BA5ED ON N05, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DESIGN LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® SUAR05/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND 5PEED 4 EXP05URE A5 L15TED
<br />R15K GATE60RY II
<br />6ENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING WALL5 SHALL 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 SHALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER 0 I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED A 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE GON5TRUGTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX).
<br />• ALL HEADER5 SHALL BE 5UPPORTED BY (1)2x JACK 5TUD 4 (1)2x
<br />KING 5TUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JAGK STUDS REQUIRED, U.N.O..
<br />• ALL HEADER5, BEAMS 4 OTHER STRUCTURAL MEMBERS 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 4 HEADER5 W/ 3-ROW5 OF 3"x0.131"
<br />NAIL5 A 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2xb 4
<br />2x8 MEMBER5.
<br />• FAGE NAIL BUILT UP 2x P05T5 IN 3'W.131" NAIL5 o 16" O.G.
<br />5TAS6ERED. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLAN5).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/I6" 055
<br />FASTENED W/ 2Y2'x0.131" NAIL5 ® 6" O.G. ® ED6E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKINS AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLAN5.
<br />• PROVIDE SOLID BLOGKINS IN FLOOR 5Y5TEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/BEARING.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A0 psi
<br />. FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAIL5 A 8" O/G OR 2 ROW5 Y4"x51'2"
<br />51MP50N 505 5GREW5 (OR 5142" TRL65LOK 5GREW5) A 1611 0/6. U5E
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 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 />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OFY4"xb" 51MP50N 505 SGREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" O/G. U5E A MINIMUM OF 4 ROWS FOR BEAM DEPTH5
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 56REW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALL5 5HALL BE
<br />PRESERVATIVE TREATED AND FA5TENED W/Y4" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 5HALL BE DE5I6NED BY MANUR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PECIFIED BY I -JOIST /TRUSS
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. 5HALL BE 5UBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR SHEATHING 5HALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAIL5
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE 5UPPORT5.
<br />TYPICAL STAIR GON51RUGTION NOTES
<br />• (3) 51NSLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W/
<br />(1) 51MP5ON A55 GLIP AT EAGH 5TRI%ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE 5LAB W/ (3) %6" DIA. x 3 Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"&131" NAIL5
<br />AT EACH 5TUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DECKING ON R15ER5 AND I" FLOOR DECKING
<br />ON TREADS.
<br />• 5EE STAIR FRAMING 5EGTION FOR MORE INFO.
<br />seal: DEC 21 2020
<br />NO 7 824
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