|
MA50NR"( LINTEL A55EMBL I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />LQJ - MIN. (I) COP-AE/BOt1D i L4J*.- MIN. (1) GOUR5EJBOND
<br />1 I BEAM ABOVE LINTEL I 1 BEAM ABOVE LINTEL
<br />BOTTOM REW
<br />PRECAST LINTEL W I Q. I PRECAST LINTEL W
<br />MB-I
<br />�� REIPF. EMBEDDED REINF.
<br />MB-2
<br />rr--T,
<br />I I+TOP COURSE, IF
<br />I i '+L-- TOP CaIR5E, IF 1 LQJ 1
<br />m I LQJ 1 1 I READ PER ARCH.
<br />I 1 RE -OD PER ARCM. ----
<br />TOP REW OR CONT. GONT. BOND BEAM
<br />BOND BEAM REIPF. REINF. A5 REaD
<br />GROUT
<br />6POIJT BOTTOM REW
<br />° BOTTOM REINF. - PRECAST LINTEL W
<br />EMBEVDED REINF.
<br />PRECAST LINTEL. W 8
<br />EMBEDDED REINF.
<br />MB-3 ry MB-4
<br />MASONRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />SFS-OB/OT
<br />----
<br />-----
<br />M13-2
<br />&F8-I5/OT
<br />-----
<br />(1) #5
<br />MB 3
<br />81`I6-I13/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />5RFI4-16
<br />-----
<br />APPROVED LINTEL MANUFACTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM 13EARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k9I
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET L 15T 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 />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING 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 CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LON6
<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 GORRO510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT W/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. 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:....... 5LA65 ON TRADE (INTERIOR i 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 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL COMPACTED TO A C15% 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 1900 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 FOOTING DOWEL.
<br />• GROUT 50LID 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 CONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY 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 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS 5HOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER 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 LOGATION5 PER BUILDER.
<br />• SAW GUT OR TOOLED JOINT DEPTH SHALL BE)/4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOGATED o 12'-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG F I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3x0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(5) NAILS o 4" o.c.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" O.G.
<br />TOENAILS 0 6" o.0
<br />BLK'6. 6TWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE 5TUD
<br />NAILS o 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS o 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS 4
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 0/2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE SHOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (SEGT1 ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED EXPOSURE ONLY:
<br />40 MPH - EXP. B
<br />WIND I MPORTNGE 1=GTOR = 1.0
<br />INTERNAL PRESSURE GOE1=E I G I ENT =
<br />ENGLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUCTURAL EN61NEERING.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATHING SPEC I 1 I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI 2J/2"xO.131 " NAILS ® 6" O.G. ALONG PANEL
<br />ED6E5 AND 1211 o.C. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />P3 2J/211x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />E06E5 AND 12" o.C. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED W/ '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 ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E1?6E
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ I6"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.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARGHITEGTURAL PRANINC75 FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<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 />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 />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE 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 3We, SPAN RATING (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED A55EMBLIE5 SHALL BE NOMINAL �32" THICK, APA
<br />RATED 5HEATHIN6 .�Wb EXP05URE 1 055 OR PLYWOOD PER
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pressures
<br />140 MPH Nind Zone Exl2o5ure B®®
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />I6Garage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.1 PSF
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-2(o.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/-11.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />CD End 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 />OPressures charted here are allowable pressures and have been
<br />reduced per A5GE 1-I6 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 TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 8 DRA6
<br />TRU55ES w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 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 />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW W/
<br />SIMPSON VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA d TPI'5 BG51 I
<br />" GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORGH 4 SHORT SPAN ROOF TRUSSES W/ 2x4 LED6ER
<br />FASTENED TO FRAMING W/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPL I I`T CONNECTOR5
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />51116LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE 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 TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED 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 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'5 UPLIFT CONNECTOR
<br />5PECIFIGATION5 AND LOA05 5HOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />I: • : : I EXTENT OF OVERFRAMIN6
<br />•- - m - - -INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER POST OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = l P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS t DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD ®6UARD5/HANDRAILS
<br />= 50 P5F ®GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND 5PEE0 $ EXPOSURE AS L15TED
<br />R15K GATE60RY II
<br />GENERAL FRAMING
<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' GRADE 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 o 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTED
<br />WITH 2x 'STUD' 6RADE 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 STUDS SPECIFIED AT A SUPPORT INDICATES 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 W/ 3-ROW5 OF 3"xO.131"
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<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'W.131" NAILS o 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FAGE5 0 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 WALL5 W/ 1/I6" 056
<br />FASTENED W/ 2Y2"xO.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 SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10"0 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"xO.131" NAILS o 8" O/G OR 2 ROW5 Y4"x-51'2"
<br />51 MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) o 16" GIG. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" 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 ROWS OF NAILS FOR 2xb 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" 0/6. USE A MINIMUM OF 4 ROWS 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 EDGE. A SOLID T' BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT W GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NEO 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 OTHERWI5E NOTED.
<br />• I-J015T/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., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBER5 W/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTE5
<br />• (3) SINGLE 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 2xb P.T. PLATE TO GONGRETE SLAB W(3) 3/b" DIA. x 5Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END STRINGERS TO ADJACENT WALLS W/ (2) 5'W.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 FRAMING SECTION FOR MORE INFO.
<br />Seh� 7 824 •.• •• *-.
<br />No
<br />- •cr
<br />•. • of i W':
<br />.00
<br />,S/ O N N\
<br />© copyright : MUL��K� 2Q2i Structy� ginlrik Inc.
<br />aCD
<br />Z
<br />JLU
<br />W
<br />W
<br />Z
<br />CJ
<br />Z
<br />w
<br />J
<br />a
<br />d
<br />Z=
<br />Q�
<br />U It
<br />A
<br />C
<br />oc
<br />UJ
<br />3: IC
<br />>�
<br />Ja
<br />-
<br />�
<br />®o
<br />z
<br />W
<br />G
<br />:s
<br />Y
<br />y
<br />LY
<br />m _
<br />Z N
<br />oe
<br />M a
<br />F1
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />09-20-2 1
<br />REVISIONS:
<br />date: initial:
<br />11/22/2021 Dip,
<br />AWATfiC7WAL tMw511oN5
<br />W
<br />I--
<br />O
<br />Z
<br />J
<br />d
<br />H
<br />U
<br />I --
<br />sheet:
<br />W
<br />Q
<br />2
<br />0
<br />W
<br />2
<br />SM0.0
<br /><
<br />Q
<br />0
<br />J
<br />U_
<br />
|