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t
<br />MA50NRY LINTEL A55EM5L I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />MIN. (1) GOURSE/BOND I '+ - MIN. (1) COUR5EWW
<br />L4J I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL
<br />6ROUr GROUT
<br />BOTTOM REIN.
<br />PREGAST LINTEL W ,p PRECAST LINTEL W
<br />EMBEDDED REIN. 4_aL_I� EMBEDDED REIN.
<br />MB- I MB-2
<br />-- I iL4J TOP COURSE, IF
<br />i i +� TOP COURSE, IF
<br />m I L4� i REOV PER ARCH.
<br />i i REab PER ARCH. L----J
<br />TOP REIN. OR CONT. CONT. BOND BEAM
<br />BOND BEAM REIN. REIN. A5 REQb
<br />6ROUr
<br />GROUT BOTTOM REIN.
<br />BOTTOM REIN. --` PRECAST LINTEL W
<br />r rg
<br />B13MDM REIN.
<br />SD 1 a I PRECAST LINTEL W#--� -{
<br />#-� EMBEDDED REIN.
<br />MB-5 MB-4
<br />MA50NRY L I NTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />SF8-I6/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I5/IT
<br />(1) #5
<br />1 (1) #5
<br />MB-4
<br />8RFI4-IB
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS AS REQURIED.
<br />3. ALL LINTEL5 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 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST I NOEX
<br />SHEET DE5GRIPTION
<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 />5-1.2
<br />2ND FLOOR FRAMING PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAILS
<br />50-3
<br />STRUCTURAL DETAILS
<br />P655-I 15TRUGTURAL
<br />DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 PSF.
<br />• ALL LUMBER EXP05ED 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 WITHA" DIA. x 23/4" LONG
<br />TAPGON5 a 52" 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 $ FA5TENER5 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 FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51:....... FOOTINGS
<br />2,500 p51:....... 5LA55 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
<br />• ALL FOOTINGG5 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP SPLICES ON ALL REINFORGEMENT 5HALL 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/e" A66RE6ATE
<br />• GONGRETE MA50NRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED ON
<br />AG 1 530/530.1
<br />• REINFORCED GMU GORES (A5 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 FOOTING DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE 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 />MASONRY OPENIN65 AND AT ALL WALL CORNERS.
<br />• VERTIGAL 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'-O" O.G. IN
<br />EXTERIOR WALL5. (AS 5HOWN ON PLANS)
<br />• ROUGH OPENIN65 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 />• 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 a 12-0" O.G. (RECOMMENDED) OR
<br />I5-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GLO5E TO 5QUARE5 A5
<br />P055113LE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEGIPIGATIONS (TYP. U.N.O.)
<br />DE5GRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAIL5
<br />3'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS 0 4" o.c.
<br />(5) NAILS ® 4" o.c.
<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® 8" o.c.
<br />TOENAILS® 6" o.G.*
<br />BLK6. BTWN. J015T5 TO TOP PL.
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS
<br />INTERSECTING WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SECTION I60q)
<br />LATERAL DES 6N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRESSURE COEFFICIENT =
<br />+ -
<br />18
<br />ENCLOSED, / 0
<br />ANY WIND SPEED/EXP05URE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR HALL
<br />5HEATH I NG SPECIFICATIONS,
<br />INDICATE5 LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />STNDRD GOt-15TRUGTiON
<br />5YM130L 5HEAR PANEL 5PEG.
<br />15/52" PLY11000 OR 05B FA5TENED W/
<br />PI 2y211x0.131" NAILS @ 6" O.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLY1,100D OR 05E3 FASTENED W/
<br />P3 2J/2"x0.131" NAILS @ 3" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2 "xO.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 OGGUR 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 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED SHEARWALLS.
<br />7. 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 OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG A5 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.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3%(, SPAN RATING (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5, THE SHEATHING USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL ISM" THICK, APA
<br />RATED 5HEATHIN6 ,12& EXPO5URE 1 055 OR PLYWOOD PEf
<br />AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED.
<br />Window a Door AIIcNable 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.q P5F
<br />16 Garage Door
<br />+11.1 PSF/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 PSF/-26.4 P5F
<br />50 SOFT.
<br />+lq.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P5F
<br />+I8.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />®End Zone 15 defined as the Smaller of 10% of lea5t horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pre55ures charted here are allowable Pre55ure5 and have
<br />been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pre55ure5 above by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRArM I N6
<br />• 5EE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 7/16" MIN. 056/PLYWOOD SHEATHING 24/b,
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EGUIV) 0 6" O.G. AT PANEL EDGES
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END.
<br />PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON 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 TRU55E5 PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS a 16" O.G.
<br />UPLIFT 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 STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARING ON
<br />ALL
<br />51MP50N 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 G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP5ON HETAI6
<br />FLUSH 6.T. BRG. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT IS THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516115TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF SHEARWALL
<br />• I: I EXTENT OF OVERFRAMIN6
<br />•--- - - -INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />ED (5EE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />DE516N IS BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON N05, "NATIONAL DESIGN
<br />5PECIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 PSF T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS $ DEGK5)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 PSF @ GARAGE
<br />= 200 # POINT LOAD @ 6UAR05/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 PSF TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXP05URE AS LISTED
<br />RISK GATEC70RY II
<br />6ENERAL FRAM I N6
<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 WALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x
<br />'STUD' GRADE MEMBERS 5PAGED ® 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 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 STUDS 5PEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL 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 +€ HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS ® 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<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 ® 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES a 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 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. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<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"6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10'6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OF 3"0.131" NAILS ® 8" O/G OR 2 ROW5Y4"x3Y2"
<br />SIMPSON 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) ® 161 O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x6 ✓£ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OFY4"xb" 51MP50N 505 5CREW5 (OR 6 %" TRU55LOK
<br />5GREW5) @ 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A SOLID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JO15T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLEGTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E 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 5HEATHIN6 5HALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS
<br />6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAtL STAIR GON5TRUGTION NOTE5
<br />(3) 51N6LE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) SIMPSON A55 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALL5 w/ (2) 3"0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DECKING ON RISERS AND I" FLOOR DECKING
<br />ON TREADS.
<br />• SEE STAIR FRAMING 5EGTION 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: ]`JjJT
<br />issue date: 02.01 -21
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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