|
MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEOULE AND 5PEGIFICATION5 FOR ADD'L INFO
<br />rr--�,
<br />MIN. p) GaUR5E180ND I I '+ MIN. O) GOURSF/BOND
<br />L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL
<br />6ROUT 6PW
<br />BOTTOM REINP.
<br />a PRECAST LINTEL w/ I EPRECAW LINTEL K/
<br />�EEOM REINF. i�-p� --;'- EMBEDDED REINF.
<br />MB-1 MB-2
<br />1 TOP COURSE, IF
<br />I
<br />I i I+t- TOP COURSE, IF L4J I
<br />m I L4J 1 - REQb PER ARCH.
<br />I 1 REQb PER ARCH.
<br />TOP REINF. OR GONT. COW. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REQb
<br />6ROUT
<br />CAM BOTTOM REINF.
<br />BOTTOM PEW _�z _ra PRECAST LINTEL w/
<br />Ig. I PRECAST LINTEL W t--'-t
<br />BAWDED REW
<br />�--'�f EMBEDDED REINF.
<br />MB-3 ry MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />115-1
<br />8F8-013/0T
<br />-----
<br />-----
<br />MB-2
<br />8F8-I8/0T
<br />-----
<br />(1) #5
<br />M5-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RFI4-15
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTTS CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS w/ 5PAN5 6REATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTEL5 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 5HALL BE GRADE bO, 1`9=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<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 />5-1.2
<br />2ND FLOOR FRAMING PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />50-3
<br />STRUCTURAL DETAILS
<br />P55B-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DE516N - 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 GONTAGT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO 5LA13 WITHY4" DIA. x 23/4" LONG
<br />TAPGON5 o 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, IT MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O..
<br />f'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (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 6RADE.
<br />• FOOTIN65 AND SLABS ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A g5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES 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 3/8" A66RE6ATE
<br />• CONCRETE 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 />AGI 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 />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL GORNER5.
<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. (A5 5HOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />13UILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE 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 5LA13 (I" FOR A 4" SLAB)
<br />• JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 GL05E TO SQUARES A5
<br />POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"x0.131" NAILS
<br />3"x0.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO JOI5T/BLK'G.
<br />(3) NAILS 0 4" o.c.
<br />(5) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAIL5
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS a 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS o 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />g NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS rE
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOWN)
<br />THIS MODEL HAS BEEN DESIGNED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BUILDIN6 GODE (SECTION 1(90q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE EAGTOR = 1.0
<br />INTERNAL PRE55URE GOEE1= I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATH I NG SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNORD CONSTRUCTION
<br />5YMB0L SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />PI 21/211xO.131" NAIL5 @ 6" o.(. ALON6 PANEL
<br />ED6E5 AND 1211 o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 056 FASTENED w/
<br />P3 2Y2"xO.131" NAIL5 ® 3" o.c. ALON6 PANEL
<br />E06E5 AND 12" o.c.. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 056 FASTENED w/ 2 "xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND @ 12" O.G. AT (ENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<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 T06ETHER w/ 3►'2"x0.131" NAILS ® 16"o.c. USE (8)
<br />3y2"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR AEVL WALL
<br />GON5TRUGTION REQUIREMENTS.
<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 OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILING REQUIRED AND OGGUR 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 33(b 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 L9/�2" THICK, APA
<br />RATED 5HEATHIN6 . (, EXPOSURE 1 055 OR PLYWOOD PEf
<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.q P5F
<br />16' 6arage Door
<br />+I13 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Ic1.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-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 />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 P5F
<br />+15.8 P517/-I1.6 P5F
<br />mEnd 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 />®Pressures 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/I6" MIN. 05B/PLYWOOD 514EATHIN6 2%,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 8
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED EDC
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />GONTINUO95LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN5ER5 SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP OW65. SHALL BE SUBMITTED TO ARCH 4 ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH d SHORT SPAN ROOF TRUSSES w/ 2x4 LED6ER
<br />FASTENED TO FRAMING w/(2) 3"4.131" NAILS o I6" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARING ON
<br />ALL
<br />51MPSON HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF &T., FLUSH BEAM OR
<br />�-L
<br />(2) 51MPSON HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR A5 L15TE0 ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 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 />• LOGATION AND EXTENT OF 5HEARWALL
<br />I: :1 EXTENT OF OVERFRAMIN6
<br />L'_ _ -'J
<br />•- -- - -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />rw INDICATES LOGATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOLDOWN / STRAP SCHEDULE
<br />5YMBOL
<br />5PEGIFIGATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 6.T. TO
<br />GMU WALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4"
<br />5T-1 DIA x V4" LON6 TAPGON5 INTO GMU. DE516N ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.0)
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N 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 (INGLUDIN6 5TAIR5 4 DECKS)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ® 6UAR05HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K GATEC70RY II
<br />GENERAL FRAM I N6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER 0 I6" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED 0 16" O.G. (MAX).
<br />• ALL NON-13EARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD t (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 8 OTHER STRUCTURAL MEMBERS 5HALL BE
<br />5PRUGE-PINE-FIR #2 (517F) 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"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 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/I6" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXGEED THE FOLLOWING:
<br />• L5L - Fb=2325 psl; Fv=310 psi; E=1.55x10"6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b p5i
<br />. FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"x0.131" NAILS o 8" O/G OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3<'2" TRU55LOK 5GREW5) o 16" O/G. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 1411 OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4"
<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 ROW5 OF Y4"xb" 51MP50145D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TU05 IN GONTAGT w/ GMU WALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-J015T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 8 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 25/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL 5TAIR GON5TRUGTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 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 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE 5LAB wl (3) 346" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN5ER5 TO ADJACENT WALL5 w/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION 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 I
<br />DJR
<br />01-13-2
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />SW0.0
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