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0
<br />MA50NR'' LINTEL A55EM5L I E5
<br />5EE 56HEDULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />I '+�- MIN (1)GOIIRSE/BOND I I + f - MIN. (1) GOURSElBOND
<br />L4J i BEAM ABOVE LINTEL i L4J i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />PRECAST LINTEL W PRECAST LINTEL W
<br />EMBEDDED REINF. EMBEDDED REINF.
<br />MB-1 MB-2
<br />TOP GOIRSE, IF
<br />i ++- TOP CO. 5E, IF
<br />m I L4J I REGID PER ARCH. -J FWD PER ARCH.
<br />TOP REINF. OR GONE. CONT. BOND BEAM
<br />BOND BEAM REINF. Z REINF. A5 REQb
<br />GROUT
<br />GROVr BOTTOM REW
<br />BOTTOM REW ---` PREGAST LINTEL W
<br />EMBEDDED REINF.
<br />E a• I PRECAST LINTEL w/--�--{
<br />EMBEDDED REINF.
<br />MB-3 MB-4
<br />MASONR`I' LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />SF8-013/oT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I8/0T
<br />-----
<br />(I) #5
<br />MD-3
<br />896-I13/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RF14-I5
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.•
<br />NOTES:
<br />I. ALL LINTEL5 w/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, 1`9=60 ksl
<br />b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTE5
<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 />50-2
<br />STRUCTURAL DETAILS
<br />P135B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 GORE.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT H/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION NALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGONS ® 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM COMPRESSIVE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... SLABS 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 GRADE.
<br />• FOOTIN65 AND 5LA55 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />V►R61N 501L OR GLEAN FILL COMPACTED TO A q5% 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 MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRE551VE STRENGTH 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 />BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTING DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH 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 OPENINGS 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 MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS 5HOHN ON PLANS)
<br />• ROU6H OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />ED6E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 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 />• JOINTS SHALL BE LOCATED 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CL05E TO SQUARES AS
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I r-I CATI ON5 (T1'P. U.N.O.)
<br />DESCRIPTION OF BLO6. ELEMENT
<br />3"x0.131" NAILS
<br />3"4.120" NAILS
<br />JOIST TO 50LE PLATE
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />SOLE PLATE TO J015TBLK'6.
<br />(3) NAIL5 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 />TOENAIL5 0 6" o.c.*
<br />BLK6. BTHN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.G.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS d
<br />INTER5EGTI% WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE �th EDITION (2020)
<br />FLORIDA BUILDIN6 GODE (SEGTI ON 160q)
<br />LATERAL DES16N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K STRUCTURAL ENG I NEERI N6.
<br />EXTERIOR 4 5HEAR WALL
<br />5HEATH I NG 5PEG 11= I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2V211xO.131" NAILS @ 6" o.G. ALON6 PANEL
<br />EDGES AND 12" o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED w/
<br />P3 2Y211x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />E06E5 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 05B FASTENED w/ 222"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 OCCUR OVER FRAMIN6 OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING @ I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER w/ 3Y2"x0.131" NAILS ® 16"o.c. USE (8)
<br />E%"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR WALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENINC75.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARNALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LONG A5 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-108 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 ASSEMBLIES SHALL BE NOMINAL IV39
<br />" THICK, APA
<br />RATED 5HEATHIN6 1IF, EXPOSURE 105B OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window a Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure E3"
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' 6arage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />Ib' 6arage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.g P5F
<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 />+Iq.0 P5F/-20.8 P5F
<br />+IC1.0 P5F/-23.q P51F
<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 />CDEnd 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 pre55ure5 and have been
<br />reduced per A5CE 1-Ib section 2.4.1 from ultimate pre55ure5. Divide
<br />a►loveable pre55ure5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMING
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 05B/PLYWOOD 5HEATHIN6 24/6,
<br />EXPOSURE 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 ED&E5 4
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRU55E5 w/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALONG PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 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 IN/
<br />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERN15E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER HTGA 8 TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 d BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP ON65. SHALL BE 50BMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH d SHORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"x0.131" NAILS o 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD HALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />WOOD STUD HALL/HOOD 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 G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL BEARIN6 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 DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-49.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOHN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />EXTENT OF OVERFRAMIN6
<br />•.,..�® - __---INDIGATE5 1/8"A" 5AH GUT CONTROL JOINT
<br />FMMI INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />6ENERAL 5TRUGTURAL NOTES
<br />• DE51611 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 PSF T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 5TAIR5 $ DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P51� ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED
<br />R15K GATE60RY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 HALL5 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 5HEARHALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TU05 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADER5, BEAM5 d 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 BEAM5 d HEADER5 W/ 3-RON5 OF 3"x0.131"
<br />NAILS ® 12" O.G. STA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 N/ 3"x0.131" NAILS o 16" O.G.
<br />5TAG6ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 05B
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 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 BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOHIN6:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.0x10^b psi
<br />• FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER
<br />WITH 3 RON5 OF 3x0.131" NAILS ® 8" OIG OR 2 RON5 Y4"x_9Y2"
<br />51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK SCREWS) 0 16" 0/6. 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 8 BOTTOM NAIL5/SCREN5 2" FROM E06E. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE ACCEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIE5 T06ETHER
<br />WITH 3 RON5 OF)'4"xb" SIMPSON 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREH5) o 16" OIG. USE A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A 50LID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR NALL 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-J0I5T5/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 OTHERN15E NOTED.
<br />• I-JOI5T/TRU55 SHOP DN65. SHALL BE SUBMITTED TO ARCH. 8 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, TON6UE AND 61ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS H/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION NOTES
<br />• (3) SINGLE PLY 2x12 5TRIN(5ER5 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 5TRIN6ER.
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />9 SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068-2001 1
<br />project mgr: .J S B
<br />drawn by: B C
<br />issue date: 01-1 8-2 2
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />~ro
<br />SM0.0
<br />
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