|
I7
<br />MW
<br />MA50NRY LINTEL A55EMBL I E5
<br />SEE 5GHEDULE AND 5PEGIFICATION5 FOR ADD'L INFO
<br />7i ii -7
<br />11 MIN. (1) GOURSEWHO I LQ J+ -MIN. O) GOURSE/i30ND
<br />I _ I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT - GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL w/ 1 Q, I PRECAST LINTEL w/
<br />EMBEDDED REINF. EMBEDDED REINF.
<br />F MB-1 MB-2
<br />rr---Ti
<br />11 TOP I-- TOP COURSE, IF
<br />I+ TOP COURSE, IF I LsJ I
<br />m I LQJ I 1 I WOO PER ARCH.
<br />I I REO D PER ARCH. --'
<br />--- TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REOP
<br />Z 6ROUT
<br />GROIlf BOTTOM REINF.
<br />BOTTOM REAP.
<br />�;...;.: PREGA5T LINTEL W
<br />a• 1 PRECAST LINTEL W EMBEDDED REIN.
<br />EMBEDDED REINF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />SFS-oB/OT
<br />-----
<br />-----
<br />MB-2
<br />SFS-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I5/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />SRFI4-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 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.5HALL BE 6RADE 60, fy=60 k5f
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 BELOW
<br />SHEET LIST INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTES
<br />F-1.0
<br />SLAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />2ND FLOOR FRAMIN6 PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />5TRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING GODS.
<br />• FOOTING DE516N - THESE FOOTINGS HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE SOIL BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, IT MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT N/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER i HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STRENGTHS IN 28 DAYS,
<br />U.N.O.:
<br />f'C = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR d EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE EXP05ED 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 GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• 6ROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). 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 N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 50"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL
<br />• GROUT 50LID ALL REINFORCED GMU CELLS 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 />MA50NRY OPENIN65 AND AT ALL WALL GORNER5.
<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 6-0" O.G. IN
<br />EXTERIOR WALLS. (AS 5HOWN ON PLANS)
<br />• ROUGH OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATION5 WHERE SLAB GRAGK5 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 />• JOINTS SHALL BE LOCATED @ 12-0" O.G. (RECOMMENDED) OR
<br />I5-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO 5QUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I F I GATI ON5 (T1'F. U.N.O.)
<br />DESCRIPTION OF B1-06. ELEMENT
<br />3"x0.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS ® 4" o.G.
<br />(3) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />2) TOENAILS
<br />(5) TOENAILS*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS 1
<br />INTER5EGTIN6 HALLS
<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 />oil
<br />THI5 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED $ EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFFIGIENT =
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION &APPROVAL
<br />FROM M+K STRUCTURAL ENGINEERING.
<br />EXTERIOR I$ 5HEAR INALL
<br />5HEATH I NO 5PEG I F= I CAT I ON5
<br />INDIGATES LOGATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05E3 FASTENED W
<br />PI 2y2 11x0.131 NAILS @ 6 o.G. ALON6 PANEL
<br />EDOE5 AND 1211 o.G. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05B FASTENED W
<br />P3 2'2ItxO.13I" NAILS ® 3" o.c. ALON6 PANEL
<br />EDGES AND 12" o.c. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS N/ 15/32"
<br />PLYWOOD OR 0513 FASTENED N/ 2Y2"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 FA5TENIN6
<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 5HEARWALL S SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER N/ 3/2"x0.131" NAILS ® 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSI5 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS 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 OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 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 3:i(, 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 1152" THICK; APA
<br />RATED 5HEATHIN6 %, EXPOSURE 105E OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window I Door Allowable Wind Pre55ure5
<br />140 MPH Mind Zone Ex o5ure E3"
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.q PSF
<br />+18.5 PSF/-20.q PSI=
<br />16Garage Door
<br />+11.1 P5F/-1q.1 P5F
<br />+11.1 P5F/-Iq.1 P51F
<br />10 SOFT,
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+lq.O PSF/-20.8 P5F
<br />+Iq.O P5F/-23.q P517
<br />100 SOFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 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 />®Pressures have been derived from 2020 FBG Table R301.2(2).
<br />317re55ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 7-16 section 2.4.1 from ultimate pressures. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAMING
<br />• SEE ROOF TRUSS UPLIFT GONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 055/PLYWOOD 5HEATHIN6 24/Ib,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113"
<br />RIN6 SHANK NAILS (RSR5-01 OR EQUIV.) ® 6" O.G. AT PANEL ED6E5 4
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG
<br />TRUSSES N/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL EDI5E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRUSS BELOW N/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• EREGT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, INSTALLING d 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 PORCH $ SHORT SPAN ROOF TRUSSES N/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 W/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL I r-T GONNEGTOR5
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />S1MP50N H2.5T
<br />51N6LE ROOF TRUSS BEARIN6 ON
<br />> 151
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />5IMP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT.
<br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING 5HALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 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 />I: • : : I EXTENT OF OVERFRAMIN6
<br />•--m° - INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATE5 LOCATION OF REINFORCED GMU GORE
<br />IN (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES POST ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOLPOINN / 5TRAP 5GHEDULE
<br />SYMBOL 5PEGIFIGATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 65. TO
<br />GMU WALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4"
<br />5T-1 DIA x V4" LON6 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 5TRUGTURAL NOTE-5
<br />• DES16N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON N05, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = I P5F T.G., 10 P51F 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 @ 6UAR05/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />RISK CATEGORY 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 0 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' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD rF (1)2x
<br />KING 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 $ OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUGE-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. STA66ERED. APPLY NAILIN6 FROM BOTH FACES
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 9 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATIONS 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. ® ED6E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOCKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWIN6:
<br />• L5L - Fb=2325 p5 i; Fv=310 psi; E=1.55x 10' b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5 Y4"x3Y2"
<br />51MP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" O/G, 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 4 BOTTOM NAIL5/5GREW5 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 T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FASTENING AT BOTH FACES (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A SOLID 7" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT N/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4 DIA. X 4" LON6
<br />TAPGON5 ® 24" O.G.
<br />11 FLOOR FRAMING
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ 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 FRAMIN6 MEMBERS W/ GLUE AND 3 "xO.131 " NAILS
<br />6" O.G. AT PANEL ED6ES 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUCTION NOTES
<br />• (3) SINGLE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDIN6, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (5) 3/b" DIA. x 3 Y2"
<br />LONG. TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS N/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 5EGTION FOR MORE INFO.
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />JSB
<br />drawn by:
<br />DJ R
<br />issue date: `j 2-1 4-2 1
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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