|
MABONRY LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />L4J.� i- MIN. (1) COURSEWW i L4J�- MIN. (1) GOURSE/BOND
<br />i i BEAM ABOVE LINTEL BEAM ABOVE LINTEL
<br />GROUP GROUT
<br />BOTTOM REW
<br />� �Q, I� PRECAST LINTEL W � a �9PREGA5T LINTEL W
<br />-#� EMBEDDED REINF. z t- EMBEDDED PEW
<br />MB-1 MB-2
<br />-- I 'L21+, TOP COUR5E, IF
<br />I i + �- TOP COURSE IF
<br />I L4J i REQ'D PER ARCH.
<br />i i REO'D PER ARCH.
<br />TOP REIN. OR CONT. GONT. BOND BEAM
<br />BOND BEAM REINP. REINF. A5 REQ D
<br />Z C-RXT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REIN. ---' PRECAST LINTEL w/
<br />•rg
<br />PREGA5T LINTEL W EMBEDDED REIN.
<br />EMBEDDED REINF.
<br />MB-3 N MB-4
<br />MABONR*' LINTEL DETA I L5
<br />REINFORGEMENT
<br />MARK
<br />DE5I6NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />M13-1
<br />SF8-05/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />- --
<br />(1) #5
<br />MB-3
<br />5FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M15-4
<br />6RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 5HALL 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 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DESIGN.
<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 />P855-1
<br />STRUCTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTE5
<br />FOUNDATION
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTIN65 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 MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH YW DIA. x 23/4" LONG
<br />TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY CORRO5ION-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER It HARDWARE 5UPPLIER5 TO GOORD.
<br />• CONCRETE OE5167N 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:....... FOOTIN65
<br />2,500 p5i:....... SLABS 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 FIN15H GRADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A a5% 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 C416 F'c=3000 P51 w/ MAX %` AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU DESIGN 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 FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS 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 SIDE OF ALL
<br />MA50NRY OPENINGS 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 LOCATED AT A MAXIMUM OF 8'-O" O.G. IN
<br />EXTERIOR WALL5. (A5 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 LOGAT ON5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (1" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 AS
<br />P0551BLE (1:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEC F I CAT I ON5 (T1'P. U.N.O.)
<br />DESCRIPTION OF B1-06. ELEMENT
<br />3"xO.131" NAILS
<br />3"4.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />50LE PLATE TO JOl5T/BLK6.
<br />(5) NAILS o 4" o.c.
<br />(5) NAILS ® 4" o.G.
<br />STUD TO SOLE 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 6" o.c.
<br />TOENAILS ® 6" o.0
<br />BLK'G. BTWN. J0I5T5 TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS ® 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 ACCEPTABLE ALTERNATIVE TO A 3"4.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN)
<br />TH15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SECTION 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />HIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G ENT =
<br />ENGLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ 5HEAR HALL
<br />5HEATH I NG 5PEC I F (CAT I ON5
<br />INDICATE5 LOGATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES SHEATHING AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FASTENED W/
<br />2Y211xO.131" NAILS ® 6" o.G. ALON6 PANEL
<br />PIL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />P3 212"xO.131 " NAILS @ 3" o.G. 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 055 FASTENED w/ 2K"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDOE5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 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 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER W/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS @ EA. LAP SPLICE. (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 ADO'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5.
<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 OPENINC75 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 OGGUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL SHEATHING PANELS TO MEET U.S. PROOUGT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 32i(b SPAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL %2" THIGK, APA
<br />RATED SHEATHING .1 EXPOSURE 105B OR PLYWOOD PEl
<br />AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED.
<br />Window � Door AIIoWable Wind PreS5ure5
<br />03
<br />40 MPH Wind Zone Ex o5ure 13
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+I8.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.l P5F
<br />+I1.1 P5F/-Iq.1 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 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.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 FSF/-11.6 PSF
<br />+15.8 P5F/-11.6 P5F
<br />mEnd Zone Is defined a5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®PreS5ure5 have been derived from 2020 FBG Table R301.2(2).
<br />®PreS5ure5 charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAM I N6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />' ROOF SHEATHING SHALL BE 1/16" MIN. 056/PLYWOOD SHEATHING 24/b,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/6"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END 4 DRAG
<br />TRU55E5 W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL EO6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 ® 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 4 TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING 4 BRAGING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<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 $ SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING W/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPL I r-T 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 />51MP50N HIOA
<br />WOOD 5TUO WALL/WOOD BEAM
<br />ROOF 61RDER TRUSS BEARING ON
<br />ALL
<br />SIMPSON HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL 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 STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOAO5 PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGENi�
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I: :1 EXTENT OF OVERFRAMIN6
<br />•-----m - - INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATE5 LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />' DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DESIGN
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" LATEST EDITION.
<br />• DESIGN LOA05:
<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 STAIRS $ DEGKS)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ®. GARAGE
<br />= 200 #POINT LOAD 6UARO5/HANDRAILS
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />RI5K CATEGORY II
<br />GENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 a 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 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTED WITH 2x
<br />STUD' GRADE MEMBERS SPACED @ 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED ® 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 STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS If 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 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 POSTS W/ 3"4.131" NAILS ® 16" O.G.
<br />STAGGERED. APPLY NAILING FROM BOTH FACES ® 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 1/16" 05B
<br />FASTENED W/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 � 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL 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.Ox10^b psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"4.131" NAILS ® 8" OIG OR 2 ROW5Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3)12" TRU55LOK 5GREW5) a 16" 0/6. 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. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 If 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" SIMPSON 5D5 5GREW5 (OR (b 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. 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). LOGATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUO5 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 FRAM I N6
<br />• I-JO15T5/TRU55E5 SHALL BE DESIGNED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• 1-JO 15T/TRU55 SHOP DW65. SHALL BE 5UBM I TTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR SHEATHING SHALL BE 25/32" CONFORMING TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS
<br />b" O.G. AT PANEL EO6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUGTION NOTE5
<br />' (3) 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 A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB W/ (3) 3/b" DIA. x 5Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJAGENT WALL5 W/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />seal:€tt11�f<
<br />® No 77824 °o
<br />STATE OF
<br />© copyrigh t kp
<br />strmy,U A N jWrA, Inc.
<br />0CD
<br />z
<br />z
<br />_J
<br />W
<br />w
<br />z
<br />z
<br />W
<br />J
<br />a
<br />z�
<br />WOC
<br />JF-
<br />z
<br />W
<br />0
<br />CO)
<br />W
<br />0
<br />rn
<br />a
<br />9CIE,
<br />A4.
<br />C.
<br />c
<br />za
<br />m E
<br />Q'
<br />0 CD
<br />o Lh m
<br />o
<br />N
<br />M d
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />REVISIONS:
<br />JSB
<br />MJT
<br />05-28-2 1
<br />■ date: initial: ■
<br />sheet:
<br />'Q
<br />Q
<br />0
<br />J
<br />i L,
<br />W
<br />z
<br />a
<br />W
<br />J
<br />r1<
<br />V
<br />N
<br />'d
<br />N U?
<br />I~ �
<br />0
<br />J J
<br />SW0.0
<br />
|