|
MASONRY LINTEL A55EMBL I E5
<br />5EE 50EDULE AND 5PECIFICATION5 FOR ADD'L INFO
<br />Lg J4j- MIN. 0)W SE,8 I L4J+� MIN. (U COURSE/BOND
<br />I BEAM ABOVE LINTEL i i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />Q, PRECAST LINTEL WPRECAST LINTEL W
<br />R_
<br />EMBEDDED RE1W. EMBEDDED REINF.
<br />MB-1 MB-2
<br />IF
<br />I i '+� TOP COURSE, IF 114�+i- TOP COURSE,
<br />L4J : : : REOD PER ARCH.
<br />i i REOP PER ARCH. -�
<br />TOP REIPF. OR COW. GOHT, MID BEAM
<br />BOND BEAM REINF. REINF. A5 REGYD
<br />6ROUT
<br />GROUTI BOTTOM REIW.
<br />WPFB,'AST
<br />BOTTOM REW --_a PRECAST LINTEL W
<br />REINF.& REIN w/ #--`mot
<br />-�--�f BIDED REINF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DESIGNATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORGEMENT
<br />MB-I
<br />8P8-OB/OT
<br />----
<br />----
<br />M5-2
<br />8F8-8/0T
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I5/IT
<br />(1) #5
<br />(1) #5
<br />M5-4
<br />8RFI4-15
<br />-----
<br />----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS K/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55E1?.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTELS 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, f y=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE5I67N.
<br />7. ALL LINTELS ARE TO BE LOCATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET L 1ST INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTES
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />2ND FLOOR FRAMING PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />50-3
<br />STRUCTURAL DETAILS
<br />P555-1
<br />STRUCTURAL DETAILS
<br />6ENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTING DESIGN - THESE FOOTINGS 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 MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO 5LAB WITHY4" DIA. x 23/4" LONG
<br />TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANCE COMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE55IVE 5TRENGTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51........ FOOTINGS
<br />2,500 psi:....... 5LAB5 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 7% AIR ENTRAINMENT.
<br />• ALL FOOTINGS 5HALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LA55 ON GRADE SHALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED FILL.
<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 %" AGGREGATE
<br />• GONGRETE MASONRY UNITS SHALL BE A5TM GOO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G270, TYPE 5. GMU DE51 GN BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />ED BE REINFORGED w/ (1) #5 BAR VERTIGAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU GELL5 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 50LID ON EACH 51DE 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 GENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALL5. (AS SHOWN ON PLANS)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF 5LAB
<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 SLAB (I" FOR A 4" 5LAB)
<br />• JOINTS SHALL BE LOCATED 0 12-0" O.G. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5
<br />P05516LE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEOFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"x0.131" NAILS
<br />3"4.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO J015T/13LK'6.
<br />(3) NAILS ® 4" o.c.
<br />(3) NAILS o 4" O.C.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAILS*
<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 o 6" o.c.*
<br />BLK'G. BTWN. JOI5T5 TO TOP PL.
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS o 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN)
<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 DE516N REQUIREMENT5 FOR THE
<br />FOLLOWING WIND SPEED $ EXP05URE ONLY:
<br />140 MPH EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L15TED HERE
<br />REQUIRES, FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATH I N6 SPEC I F I CAT I ON5
<br />INDIGATE5 LOCATION AND EXTENT OF
<br />5HEARWALL INHIGH REQUIRES SHEATHING AND/ OR
<br />FASTENING 51PEGIFIGATION5 BEYOND THAT OF
<br />5TNORD GON5TRUGTION
<br />5YMB0L SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FASTENED W/
<br />PI 21/211x0.131 " NAIL5 © 6" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W/
<br />P3 21211x0.131" 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/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ 2 "xO.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 EDGES SHALL OGGUR OVER FRAMING OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL 5TRUGTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 5'2"xO.131" NAILS ® 16"o.c. USE (8)
<br />5'2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.o)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARWALL5.
<br />7. 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 OPENINGS 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 OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-105 WITH N6 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 A55EMBLIE5 SHALL BE NOMINAL 4/2" THIGK, APA
<br />RATED 5HEATHIN5 PW6 EXPOSURE 1 055 OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL DESIGNS 5PEGIFIED.
<br />Window i$ 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 FSF
<br />I6Garage Door
<br />+17.7 P5F/-Iq.7 FSF
<br />+17.7 P5F/-Iq.7 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 1:15F
<br />20 SOFT.
<br />+20.2 1:75F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+16.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />(DEnd Zone is defined as the smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pre55ures charted here are allowable pressures and have
<br />been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures above by a factor Of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMING
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 7/16" MIN. O5B/PLYWOOD 5HEATHING 24r(b,
<br />EXP05URE 1. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %3"0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) o 6" O.G. AT PANEL EDGES 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO GABLE END t DRAG
<br />TRUSSES w/ RING SHANK NAILS 0 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRUSS BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF SHEATHING FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMING.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW w/
<br />51MP50N VTGR GLIP5 a 24" O.G.
<br />• ALL METAL HANGER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING $ BRACING
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE 50BMITTED TO ARCH 4 ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"0.131" NAILS o 16" O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />ALL
<br />SIMP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />FLUSH G.T. BRG. ON GMU WALL
<br />ALL
<br />(2) SIMPSON HETAI6
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR
<br />SPECIFICATIONS AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• _ _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• 1: : : : : * : ': : I EXTENT OF OVERFRAMING
<br />L•L___J
<br />*--- _ -- -INDICATES I/8"A" 5AW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />El (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING GORE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />5PEGIFIGA.TION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />50 P5F @ GARAGE
<br />= 200 # POINT LOAD ® 6UARD5/HANDRAIL5
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED
<br />R15K CATEGORY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARING WALL5 5HALL BE 2x 5PF#2 OR
<br />5YP#2 o 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 o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TU05 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 4 HEADERS W/ 3-ROW5 OF 3"4.131"
<br />NAILS o 12" O.G. STAGGERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS a 16" O.G.
<br />STAGGERED, 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 />• 5HEATH ALL WOOD FRAMED EXTERIOR WALLS w/ 1/16" 056
<br />FASTENED w/ 2Y2"x0.131" NAILS ® 6" O.G. ® E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKING IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARING.
<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.OXIOA6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 311xO.131" NAILS ® 8" O/G OR 2 ROW5 Y4"x3Y2"
<br />5IMP50N 505 5GREW5 (OR 3V2" TRU55LOK 5GREW5) o 16" 0/6. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/56REW5 2" FROM EDGE. 50LID 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 TOGETHER
<br />WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM SGREW5
<br />2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 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-J015T5/TRU55E5 SHALL BE DE5I6NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-JO15TM55 SHOP DWG5. SHALL BE SUBMITTED TO ARCH. 4 ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR SHEATHING SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE ED6E5, FASTEN
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL EDGES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CON5TRUGTION NOTE5
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 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 5LAB w/ (3) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALLS w/ (2) 3"4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 5/4" FLOOR DEGKING ON R15ER5 AND I" FLOOR DECKING
<br />ON TREADS.
<br />9 SEE STAIR FRAMING 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
<br />MJT
<br />01 -2 6-21
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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