|
.ali+fi���6:to
<br />R- - v
<br />C
<br />MA50NR*' LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO
<br />LQJ MIN. (1) COURSE WW i i_sJ+ MIN. (1) GOURSE/EOND
<br />i i BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />�...
<br />1 a• 1 PREGA5T LINTEL W PREGA5T LINTEL Pi/#-�� EMBEDDED REINF. _ EMBEDDED REIN.
<br />MB-1 MB-2
<br />rr---T�
<br />i '+I- TOP COURSE, IF
<br />i ++-- TOP COURSE, IF
<br />LQJ REOb PER ARCH.
<br />LQJ
<br />m °s' 1
<br />_ � REQ'D PER ARCH. � -�
<br />TOP REIN. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REIN. REIN. AS REQ'D
<br />GROUT
<br />GROUT _ BOTTOM REIN.
<br />BOTTOM REIN. M
<br />PRECAST LINTEL w/
<br />EMBEDDED REIN.
<br />PRECAST LINTEL W
<br />'v f Y - # EMBEDDED REIN. -
<br />MB-3 MB-4
<br />M%50NR"' LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M15-3
<br />SFI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />DRFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W SPANS 6REATER THAN 14'-0" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k5I
<br />6. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 1ST 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 />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PBSB-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL 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 Y4" 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 CORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS 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 STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 p5i:....... FOOTIN65
<br />2,500 p5i:....... 5LAB5 ON 6RADE (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 6RADE.
<br />• FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N SOIL 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 PSI W MAX 3/8" A66REC ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRESSIVE STRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM C210, TYPE 5. GMU DE516N 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 />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 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 6ROUTED SOLID ON EACH SIDE 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 LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALLS. (AS SHOWN ON PLANS)
<br />• ROU6H OPENINGS ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />ED6E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" 5LAB)
<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 />P05SIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I F I GATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS @ 4" o.c.
<br />(5) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(5) TOENAILS*
<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 0 6" o.C.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.G.
<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 NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS d
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 5'W.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH 15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOV4IN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFFIGIENT =
<br />ENGLOSED, +/- 0.18
<br />ANY WIND SPEED/EXPOSURE NOT L 15TED HERE
<br />REGU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 5HEAR WALL
<br />5HEATHIN6 5PEG I P I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL 5HEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FA5TENED W
<br />PI 2)1211x0.131" NAILS @ 6" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR O5B FASTENED W
<br />P3 2Y2if x0.131 " NAIL5 @ 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2A"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 ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FASTENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ 16"o.C. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAILS @ 16"o.C. USE (8)
<br />3Y2"x0.131 " NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR NALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS 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 />FRAMIN6 MEMBERS.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILIN6 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 32(6 SPAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL 1�32" THICK, APA
<br />RATED 5HEATHIN6 �l6 EXP05URE 105B OR PLYWOOD PER
<br />ACCORDANCE WITH THE UL DESIGNS SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®°
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 PSF/-20.q P5F
<br />+18.5 P5F/-20A P5F
<br />16 60rage Door
<br />+11.1 PSF/-Iq.1 P51F
<br />+11.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q PSF
<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 />+Iq.O P5F/-23A P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P5F
<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 />(DEnd Zone i5 defined a5 the Smaller of 10% of lea5t 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-I6 section 2.4.1 from ultimate pressures. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. O5B/PLYWOOD 5HEATHIN6 24/6,
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS W 2 3/8"xO.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) @ 6" O.G. AT PANEL ED6E5 4
<br />@ 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END If DRAG
<br />TRU55ES w/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/
<br />SIMPSON VTGR CLIPS @ 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'S BG51 I
<br />GUIDE TO 600D PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6
<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 d SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 W(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL I PT GONNEGTOR5
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />SIMPSON H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARIN6 ON
<br />ALL
<br />51MP50N HTS20
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE E116INEER OF RECORD TO DE51611
<br />THE UPLIFT GONNEGTOR5 PER SECTION 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 />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• - - - BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />• -- —INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATED LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL 5TRUGTURAL NOTE5
<br />• DE516N 15 BASED ON -7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = I P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 � DECK5)
<br />= 30 P5F @ SLEEPING AREAS
<br />50 P5F @ 6ARA6E
<br />200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED � EXPOSURE AS LISTED
<br />RI5K GATE60RY 11
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x SPF OR 5YP
<br />'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS i OTHER STRUCTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (SPF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS @ 12" O.G. 5TA66ERED. APPLY NAILIN6 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" NAIL5 @ 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES @ 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 05B
<br />FASTENED W 2Y2"xO.131" NAILS @ 6" O.G. @ ED6E5 & 12" O.G. @
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• LSL - Fb=2325 psi; Fv=310 psi; E=1.55x10" 6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A6 psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2"
<br />SIMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OFY4"x6" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRUSSLOK
<br />5GREW5) @ 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A 50LID I" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT W GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED WY4" DIA. X 4" LON6
<br />TAPGON5 @ 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/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-JOI5T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY •
<br />FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 8 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM W
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALLS W (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
<br />O
<br />°
<br />OfF
<br />^^asoo
<br />copyright : MULHERN & K P 7� U�n
<br />Stru r�gin ri�g,16c41�
<br />z
<br />JCr__
<br />W
<br />W
<br />z
<br />p
<br />C7
<br />Z
<br />�
<br />W
<br />d
<br />J
<br />co
<br />z
<br />A
<br />V
<br />- 1Q
<br />UJGO
<br />C
<br />a
<br />a
<br />O° E
<br />>
<br />�Z
<br />A
<br />-0o
<br />W
<br />Y CP
<br />oCO
<br />y
<br />W
<br />m U�
<br />C N
<br />C:
<br />C"M M
<br />IV
<br />M&K project number:
<br />068-200 1 1
<br />project mgr: ,J S B
<br />drawn by: D.J R
<br />issue date: 12-1 4-21
<br />REVISIONS:
<br />date: initial:
<br />4
<br />O
<br />�
<br />0
<br />UJ
<br />a
<br />U�
<br />Z
<br />0
<br />J
<br />�
<br />oa.
<br />Cf)
<br />~
<br />zU
<br />U
<br />0
<br />W
<br />J J
<br />sheet:
<br />SM0.0
<br />-ITF- ill 11111111111iiAlli
<br />
|