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MA50NRY LINTEL A55EM15L I E5
<br />5EE 50HEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />1 L4J MIN. (1) G0UR5E/B0N0 i L4J- MIN. (1) C.OUR5E/BOND
<br />I I BEAM ABOVE LINTEL 1 i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />a
<br />PRECAST LINTEL w/ I I PREGA5T LINTEL W
<br />z EMBEDDED REINF. EMBEDDED REINF.
<br />MB-1 MB-2
<br />L4�i-I- TOP GOURSE, IF
<br />I ice- TOP COURSE, IF
<br />m I L4J 1 I I READ PER ARCH.
<br />I 1 REQb PER ARCH.
<br />TOP REINF. OR CANT. GONT. BOND BEAM
<br />BOND BEAM REINF. z REINF. AS REOD
<br />z 6ROUT
<br />• GROUT `r . BOTTOM REINF.
<br />BOTTOM REINF. -- PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />PRECAST LINTEL W'�-�-�-�-
<br />EMBEDDED REINF.
<br />MB-3 � ry MB-4
<br />MA50NRY LINTEL :7ETA I L5
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />SF8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F&-I13/OT
<br />-----
<br />(1) #5
<br />M5-3
<br />8FI6-I5/IT
<br />(1) #5
<br />(I) #5
<br />M13-4
<br />8RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REGURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, f y=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET L 15T I NI�EX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.5
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT N/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB NITHY4" DIA. x 23/4" LONG
<br />TAPGON5 @ 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 SUPPLIERS TO GOORD.
<br />• CONCRETE DESIGN BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED 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 FINISH GRADE.
<br />• FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• ElREINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP SPLICE WITH FOOTING DOWEL
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS 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 OPENINC75 AND AT ALL WALL GORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR HALLS. (AS 5HONN ON PLANS)
<br />• ROUGH OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB
<br />EDGES, AND OTHER LOCATIONS WHERE 5LAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CLOSE TO 5QUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I F I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015TBLK'G.
<br />(3) NAILS ® 4" o.c.
<br />(5) NAILS ® 4" o.c.
<br />STUD TO SOLE PLATE
<br />2) TOENAILS
<br />(5) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c,.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.G.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24 o.G.
<br />NAILS ® 16 o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS 1
<br />INTERSECTING HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 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 />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SEGTI ON 16 Oq)
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED i EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G ENT =
<br />ENGL05ED, +/- 0.0
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />5HEATH I N6 5PEG 11= I GATI ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />PI 2/2'IxO.131" NAIL @ 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED N/
<br />P3 2/2"x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 1211 o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2V2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDGES AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL EDGES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.G. USE (8)
<br />3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELON OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADO'L WALL
<br />CONSTRUCTION REQUIREMENT5.
<br />6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES 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 OPENING5 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 SO
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING E06E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33/16 SPAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQU I RED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL /32" THICK, APA
<br />RATED 5HEATHIN6 .2�'6 EXPOSURE I 05B OR PLYWOOD PEf
<br />ACCORDANCE WITH THE UL DE516NS SPECIFIED.
<br />Window i Door AlIoNable Wind Pressures
<br />40 MPH Wind Zone Ex osure 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.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 PSF
<br />+I1.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P51F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 PSF
<br />+20.2 P5F/-26.4 P5F
<br />50 5QFT.
<br />+lq.O P5F/-20.8 PSF
<br />+Iq.O P5F/-23.q P5F
<br />100 5QFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 PSF/-11.6 P5F
<br />+15.8 P5F/-11.6 PSF
<br />(DEnd 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 />©Pre55ure5 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 TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD SHEATHING 2416,
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/6"0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES 4
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END & DRAG
<br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />GONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/
<br />5IMP50N VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, INSTALLING 4 BRACING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH i SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL I FOET CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />5IMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />5IMP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARING ON
<br />ALL
<br />5IMP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />ALL
<br />(2) SIMPSON HETAI6
<br />FLUSH 61. 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 DE51CYN
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN5I/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". W HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAHIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ _ BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />r-. -. 7.7. .771
<br />I: :I EXTENT OF OVERFRAMIN6
<br />•- - - INDICATES 1/8"A" SAW CUT CONTROL JOINT
<br />MINDICATES LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL 5TRUGTURAL NOTE5
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING IS BA5ED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE5161\1 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 (INCLUDING 5TAIR5 � DECKS)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 PSF @ 6ARA6E
<br />= 200 # POINT LOAD @ GUARD5/HANDRAIL5
<br />= 50 P51F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 PSF (20 PSF TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED
<br />RISK CATEGORY II
<br />6ENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARING HALLS SHALL BE 2x SPF#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 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS 5PAGED ® 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 STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS 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 i HEADERS N/ 5-RON5 OF 3"x0.131"
<br />NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS N/ 3"4.131" NAILS © 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES @ 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B
<br />FASTENED w/ 212"xO.131" NAILS @ 6" O.G. @ EDGES 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<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=2.0x10^6 psi
<br />• FOR 2 a 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 3"x0.131" NAILS g 8" OIG OR 2 RON5Y4"x3Y2"
<br />5IMP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) a 16" O/G, USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP a BOTTOM NAIL56GREN5 2" FROM EDGE. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 RONS OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OFY4"xb" 5IMP50N 505 5GREN5 (OR 6 5/4" TRU55LOK
<br />5GREN5) @ 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM EDGE. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR NALL STUDS IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPCON5 ® 24" O.G.
<br />FLOOR FRAM I N6
<br />• I-J015T5/TRU55ES SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANKERS SHALL BE SPECIFIED BY I -JO 15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<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., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL EDGES $ 12" O.G. AT INTERMEDIATE SUPPORTS..
<br />TYPICAL STAIR CONSTRUCTION NOTES
<br />• (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLIGABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) 5IMP50N A55 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE 5LAB w/ (5) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLIGABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING
<br />ON TREAD5.
<br />• SEE STAIR FRAMING SEGTION FOR MORE INFO.
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<br />M&K project number:
<br />068-2001 1
<br />project mgr:
<br />drawn by,
<br />issue date:
<br />.JSB
<br />BC
<br />07-07-21
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />08 2021
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