|
MAA50NRY LINTEL A55EMBL I E5
<br />SEE SCHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />'tom MIN. (1) GOUR5E/13OND i i MIN. (1) GOURSE/BOND
<br />I L.Q i BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL w/ I , I PREGA5T LINTEL w/
<br />EMBEDDED REINF. '-# EMBEDDED REINF.
<br />MB-I MB-2
<br />rr--'r,
<br />I I '+�- TOP COURSE, IF
<br />i ++- TOP GGURSE, IF 1 LgJ
<br />cn I L4J I i i REGtTJ PER ARCH.
<br />RE -OD PER ARCH. L---- J
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REIN. AS REQ D
<br />6ROUr
<br />GROUT BOTTOM REIN.
<br />,.Gk
<br />BOTTOM REIN. PREGA5T LINTEL W
<br />�.•..,, EMBEDDED REIN.
<br />a. PREGA5T LINTEL W ' , ` 4---,4
<br />_ # EMBEDDED REIN. t�Y
<br />MB-3 P N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />ME -I
<br />SF8-0B/oT
<br />-----
<br />-----
<br />M13-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M15-3
<br />8FI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />SRFI4-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS N/ SPAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, f y=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOGATED 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 />5-1.313
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB513-I
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DE516N - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A !,
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 ® 32" 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 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DES16N BASED ON AGI 518. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER SHALL NOT HAVE LESS
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H 6RADE.
<br />• FOOTINGS AND SLAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A 15% 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 />• 6ROUT SHALL BE A5TM G416 F'c=3000 PSI N/ MAX 3/8" A66RE6ATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM Gg0 WITH A MINIMUM
<br />COMPRESSIVE 5TREN6TH OF Ig00 P51 PM = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (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 GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEN6TH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MASONRY OPENINC75 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 WALLS. (AS 5HOWN ON PLANS)
<br />• ROU6H OPENINC25 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 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 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 A5 GL05E TO SQUARES A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5FEG I � I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3x0.120" NAILS
<br />J015T TO SOLE PLATE
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />50LE PLATE TO J0I5T/13LK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />(2) TOENAILS
<br />(3) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" O.G.
<br />TOENAILS @ 6" o.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />LS 0 24" o.c.
<br />NAILS ® 16" o.G.
<br />DOUBLE TOP PLATE
<br />FNAII-5® 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS d
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3'W.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH15 MODEL HAS BEEN DES16NED IN
<br />ACCORDANCE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SECTION 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED � EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEF = I G I ENT =
<br />ENCLOSED, +/- 0. b
<br />ANY WIND 5PEED/EXPOSURE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />SHEATHING 51=EG I f I CAT I ON5
<br />INDIGATE5 LOGATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PECIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR OSB FASTENED W/
<br />PI 2Y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W/
<br />P3 22"x0.131" NAILS © 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/ 15/52"
<br />PLYWOOD OR 0513 FASTENED N/ 22"xO.131" NAILS @ 6" O.G. AT
<br />ALL PANEL ED6E5 AND @ 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 SHALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 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 N/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL PRANIN65 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 OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />g. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3716 SPAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL 1�32" THICK, APA
<br />RATED 5HEATHIN6.(, EXPOSURE 105E OR PLYWOOD PER
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone EX o5ure B"
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONE5T
<br />8' 6arage Door
<br />+18.5 P5F/-20.g P5F
<br />+18.5 P5F/-20,g P5F
<br />16' 6arage Door
<br />+I1.1 PSF/-Ig.1 P5F
<br />+I1.1 PSF/-Ig.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.g 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 />+IcI.O PSF/-20.8 P5F
<br />+Ig.O P5F/-23.g PSF
<br />100 SOFT.
<br />+18.0 P5F/-Ig.B P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 PSF/-11.6 PSF
<br />+15.8 P5F/-11.6 P5F
<br />(DEnd Zone is defined a5 the smaller of 10% Of least horiz. dim. or 40%
<br />of mean roof height.
<br />QPre55ure5 have been derived from 2020 FBG Table R301.2(2).
<br />©Pres5ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pressures. Divide
<br />allowable pre55vre5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWO00 5HEATHIN6 2416,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"xO.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) @ 6" O.G. AT PANEL E06E5 i
<br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6
<br />TRUSSES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS 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 TRUSSES PER WTGA 4 TPI'5 BC51 I
<br />GUIDE TO 600D PRAGTIGE FOR HANDLIN6, INSTALLING 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH If 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 a 16" O.G.
<br />UFL I FT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />51 MP50N H2.5T
<br />51N6LE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WAL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<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 EN6INEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN 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 OVERFRAMINO
<br />• P INDIGATE5 I/8"A" SAW GUT CONTROL JOINT
<br />�:::
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES POST ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DES16N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN61NEERING 15 BASED ON NDS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD GON5TRUGTION" - 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 STAIRS � DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P5F @ 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE AS L15TED
<br />RISK GATE60RY II
<br />GENERAL 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 5PF 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-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' GRADE MEMBERS 5PAGED @ 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD It (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ 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 W/ 3-ROW5 OF 3"xO.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 It
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALLS N/ 1/16" 05B
<br />FASTENED N/ 2Y2"xO.131" NAILS @ 6" O.G. @ E06E5 If 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 />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10�(9 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi
<br />• FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OF 3"4.131" NAILS ® 8" OIG OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3)/2" TRU55LOK 5GREW5) ® 16" OIG. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP :t BOTTOM NAIL5/5GREW5 2" FROM E06E. SOLID 3 Y2" OR 5 Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 d 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED NI Y4" DIA. X 4" LON6
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOISTS/TRUSSES 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 /TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"xO.131" NAILS
<br />6" O.G. AT PANEL E06ES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPIGAL HAIR GON5TRUGTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A55 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/6" DIA. x 3Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALLS N/ (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.
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr: .J SB
<br />drawn by: D R
<br />issue date: 10-1 9-21
<br />REVISIONS:
<br />date: initial:
<br />11/02/2021 EMG
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