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MASONRY LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
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<br />MIN. (1) COURSEWND I i + �- MIN. (1) GOURSE/13OND
<br />LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL
<br />6RouT GROUT
<br />BOTTOM REINF.
<br />aPRECAST LINTEL W ' a, I PREGAST LINTEL W
<br />: q:EM[3EVVW REINF. 2 EMBEDDED REINF.
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<br />TOP REW OR CONT. M BE'
<br />BOND BEAM REINF. REINF. AS, REQb
<br />6Rour
<br />6ROJT BOTTOM REINF.
<br />BOTTOM REINF. - 74- PREGA5T LINTEL W
<br />I w• I PRECAST LINTEL W 4-12-4 EhE�DED REINF.
<br />�-� EMBEDDED REINF.
<br />MB-3 n MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE5I6NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />5F8-OB/0T
<br />-----
<br />-----
<br />M13-2
<br />8F8-IB/0T
<br />-----
<br />(1) #5
<br />M13-3
<br />BFIb-IB/IT
<br />(1) #5
<br />1 (1) #5
<br />M13-4
<br />SRF14-I13
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQUIRED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl
<br />b. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY 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 />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED 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" DIA. x A/4" LONG
<br />TAPGON5 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 $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE 5UPPLIER5 TO GOORD.
<br />• CONCRETE DESIGN BASED ON AGI 318. GONGRETE 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:....... 5LAB5 ON GRADE (INTERIOR $ 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 GRADE.
<br />• FOOTINGS AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VAL
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/e" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRE551VE 5TREN6TH OF I0100 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />ED BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" CONT. 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 />MASONRY 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 CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS, 5HOWN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />EDGES, AND OTHER LOGATION5 WHERE SLAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXAGT LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" 5LA13)
<br />• JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS, GL05E TO SQUARES AS,
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG F I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3'W.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/61_1<16.
<br />(5) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'G. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<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 I6" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />i NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS $
<br />INTER5EGTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />2y"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />THIS MODEL HAS BEEN DES16NED IN
<br />ACCORDANCE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SECTION 1(90q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />NTERNAL PRE55URE GOEFF I G I ENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXPO5URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR I$ SHEAR HALL
<br />SHEATHING 51MEG I F I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL
<br />SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 0513 FASTENED W/
<br />PI
<br />2y2"xO.13l" NAILS @ 6" o.G. ALON6 PANEL
<br />EDGE5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05E3 FASTENED W/
<br />P3
<br />2y2"xO.13l" NAILS @ 3" o.c. ALONG PANEL
<br />EDGE5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32"
<br />PLYWOOD OR 056 FASTENED W/ 2 "x0.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER W/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8)
<br />%"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINC75 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32i{6 5PAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL/32" THICK, APA
<br />RATED 5HEATHIN5 125�h EXPOSURE 1 056 OR PLYWOOD PEI`
<br />ACCORDANCE WITH THE UL DE516N5 5PEGIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.9 P5F
<br />I6Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22A P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 PSF
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />End Zone is defined as the Smaller of 10% of least horiz. dim. or 40%
<br />Of mean roof height.
<br />®Pressures have been derived from 2020 FBG Table R301.2(2).
<br />3Pre55ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMING
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHING 246,
<br />EXPOSURE I. FASTEN 5HEATHING TO ROOF MEMBERS w/ 2 3/8"x0.I15
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 $
<br />® b" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END $ DRAG
<br />TRU55E5 W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMING.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/
<br />51MP50N VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA It TPI'S BG51 1
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRACING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES, w/ 2x4 LEDGER
<br />FASTENED TO FRAMING W/(2) 3"x0.131" NAILS 0 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 151
<br />SIMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />ALL
<br />51MPSON HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH G.T. BRG. 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 DESIGN
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOA05 PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATI0 5 AND LOADS SHOWN ON THE SHOP GARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• - - - BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMING
<br />•-- -- -- ---INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATE5 LOCATION OF REINFORCED GMU GORE
<br />ED (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON 1h EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN 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 (INGLUDING 5TAIR5 $ DEGK5)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® GUARDS/HANDRAILS
<br />= 50 P5F ® GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED
<br />R15K CATEGORY II
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING WALL5 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' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX).
<br />• ALL NON -BEARING INTERIOR 5TUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' GRADE MEMBERS SPACED o 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK 5TU05 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"4.131"
<br />NAILS 0 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS o 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FAGE5 ® 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFICATION5 TABLE FOR ALL
<br />GONNECTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/I6" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® EDGES $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNOATION/BEARING.
<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 psi; E=2.OXIOA6 psi
<br />0 FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 169" O/G. USE
<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 $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" O/G. 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 5GREWS). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT W/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I-J015T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPO50RE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3'W.131" NAILS
<br />6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GONSTRUCTION NOTES
<br />• (5) SINGLE PLY 2x12 STRINGERS 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 STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (3) 34j," DIA. x 3Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS W/ (2) 3x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %'" FLOOR DECKING ON RISERS AND I" FLOOR DECKING
<br />ON TREADS.
<br />9 SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />project mgr:
<br />drawn by:
<br />issue date:
<br />REVISIONS:
<br />date:
<br />02/22/22
<br />sheet:
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