|
MASONRY L I NTEL ASSEMBL I ES
<br />5EE 5GHEDULE AND 5PECIFICATION5 FOR ADD'L INFO
<br />rr--1, rr--�,
<br />MIN (1) GOUR5E/BOND I MIN. (1) COURSE/EOND
<br />L4J I BEAM ABOVE LINTS. I L4J i BEAM ABOVE LINTEL
<br />GROUP GROUT
<br />BOTTOM REINF.
<br />a� PRECAST LINTEL W PRECAST LINTEL W
<br />EMBEDDED REINF. f--'�t EMBEDDED REINF.
<br />MB-I MB-2
<br />TOP COURSE, IF
<br />TOP COURSE, IF 1 L4J 1
<br />m I LQJ I FEW D PER ARCH. 1 REA D PER ARGN.
<br />TOP REINF. OR CANT. CM. BOND BEAM
<br />BOND BEAM REINF. REINF. AS REab
<br />6ROUT
<br />6Rour BOTTOM REIW.
<br />WEMBEDIDEDIREINF.
<br />BOTTOM REINF. -' ` PREGAST LINTEL W
<br />EMBEDDED REINF.
<br />PRECAST LINTEL w/ t--�1`
<br />MB-3 n MB-4
<br />MASONRY LINTEL PETA I LS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />SF8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I5/oT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(I) #5
<br />MB-4
<br />8RF14-15
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS 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 REINFORGEMENT SHALL BE GRADE 60, fy=60 ksl
<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 L 1ST INDEX
<br />SHEET DESCRIPTION SHEET TITLE
<br />5-0.0 STRUCTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />SECOND FLOOR FRAMING PLAN
<br />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />50-3
<br />STRUCTURAL DETAILS
<br />P556-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<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 ALLONABLE 501L BEARIN6 GAPAGITY 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 WALLS TO SLAB KITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 0 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 8 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />HOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLONI146 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 8 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 />• FOOTINC75 AND 5LAB5 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 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 A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 PSI (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELON, 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 HALL w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY OPENINGS AND AT ALL NALL 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 />GELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR NALL5. (A5 5HONN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />P055113LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF 151-06. ELEMENT
<br />3"4.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO J015T/BLK6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 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 0 8" o.c.
<br />TOENAILS ® 6" o.c.*
<br />BLK'6. BTHN. JOI5T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 I6" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS a 24" o.c.
<br />NAILS 0 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 o CORNERS 4
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DES 16N REGU I REMENT5 FOR THE
<br />FOLLONIN6 WIND SPEED � EXP05URE ONLY:
<br />40 MPH - EXP. B
<br />WIND I MPORTANGE EAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.16
<br />ANY W I ND 5PEED/EXPOSURE NOT LISTED HERE
<br />REQU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR AALL
<br />SHEATH I N6 SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL HHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />5YM130L SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05E3 FASTENED N/
<br />PI 2y211xO.131" NAILS @ 6" o.(,. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED w/
<br />P3 2)12"xO.131" NAILS © 3" o.c. ALON6 PANEL
<br />ED6E5 AND 12" O.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED HALLS w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2- "xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL E06E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<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 5HEARHALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3'2"xO.131" NAILS ® I6"o.c. USE (8)
<br />5142"xO.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALLS
<br />AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAHIN65 FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FACES OF HALL,
<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 5HEARNALL5 50
<br />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-10b WITH 33(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 A55EM13LIE5 SHALL BE NOMINAL 4/2 " THIGK. APA
<br />RATED 5HEATHIN r EXP05URE 1 055 OR PLYWOOD PER
<br />ACCORDANCE WITH THE UL DE5I6145 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Mind Zone Exposure B."
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+I8.5 P5F/-20.g 1:15F
<br />+18.5 P5F/-20.q P51F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+11.1 PSF/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 PSF/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Ig.O P5F/-20.8 P5F
<br />+lq.O P5F/-23.q P51F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P51F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 P5F
<br />+15.8 P5F/-11.6 P5F
<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 Tole 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 FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD SHEATHING 24/6
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) o 6" O.G. AT PANEL ED6E5 It
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6
<br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAY5 FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W
<br />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERNI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP D16165. 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"0.131" NAILS 0 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARING ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD HALL/WOOD BEAM
<br />ROOF C71RDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />SIMPSON HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 67., FLUSH BEAM OR
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED HOOD
<br />TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOA05 PER TH15 DRANIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP CARDS.
<br />LE6ENn
<br />• ® INTERIOR BEARIN6 NALL
<br />• _ _ _ BEARIN6 HALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />I: ; I EXTENT OF OVERFRAMIN6
<br />L'_'_
<br />•-- - -- -®---INDICATES 1/8"A" 5AN GUT CONTROL JOINT
<br />M INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />HOLDOAN / STRAP SCHEDULE
<br />SYMBOL
<br />5PEG I F I GATT ON
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF G.T. TO
<br />GMU HALL w/ (1) 51MP50N M5TGM40 STRAP w/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.)
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON -Ith EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 P517 B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 PSF ® 5LEEPIN6 AREAS
<br />= 50 P5F @ GARAGE
<br />= 200 # POINT LOAD @ 6UAR05/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED t EXPOSURE A5 L15TED
<br />RI5K GATE6ORY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 NALL5 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 NALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' GRADE MEMBERS SPACED o 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE 51JPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 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 $ HEADERS N/ 3-ROW5 OF 3"4.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 H/ 3"xO.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 a 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 NALL5 w/ 1/16" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS ® b" O.G. ® E06E5 4 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 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLONIN6:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO6 psi
<br />. FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OF 3"xO.131" NAILS ® 8" O/G OR 2 RON5 Y4"0,1'2"
<br />51MP50N 5D5 5GREH5 (OR 3Y2" TRU55LOK 5GREN5) o 1611 0/G. USE
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL56GREN5 2" FROM EDGE. 50LID 3 Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) 0 16" O/G. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR HALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED 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 />• I-JOI5T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (3) SINGLE PLY 2x12 5TRINGER5 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) 3/6" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRINGER5 TO ADJACENT NALL5 w/ (2) 5'4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RI5ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />seal: k\\\i�G
<br />No 78N
<br />STATE OF
<br />�[r
<br />i
<br />/AltplVro €VINi Ai g, Inc.
<br />0 C
<br />z_
<br />UJ
<br />W
<br />CD
<br />z
<br />z
<br />W
<br />J d
<br />Z= a�
<br />E
<br />F- �o ab
<br />TT� m E
<br />Jz
<br />W Y
<br />0
<br />y m _
<br />W N
<br />CM C.
<br />M&K project number:
<br />068-1 9029
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />07-08-2 1
<br />REVISIONS:
<br />date: initial:
<br />1 JUL 0 9 2021 1
<br />sheet:
<br />J
<br />W
<br />:2
<br />0
<br />a
<br />w
<br />i
<br />Ld
<br />0
<br />LL
<br />W
<br />z
<br />x
<br />(L
<br />U)
<br />U)
<br />r'Q
<br />V
<br />'Q
<br />f� 0z
<br />K
<br />SM0.0
<br />
|