|
MA50NRY LINTEL A55EMBL I E5
<br />SEE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr---T, rr--T,
<br />I L4J+� MIN. (1) GaUR5E/BOND I _s JI�� MIN. (1) GOURSE/BOND
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT cRan
<br />It O BOTTOM PEW
<br />PRECAST LINTEL. w/ I , I PRECAST LINTEL w/
<br />EMBEDDED REINF. EMBEDDED REW
<br />MB- I MB-2
<br />-- m i QJi �- TOP GOUR5E, IF
<br />19 +� TOP COURSE, IF L
<br />I L4J I I I REQ D PER ARCH.
<br />I _ I REQ'D PER ARCH.M � -
<br />TOP REINF. OR GONT. CONT, BOND BEAM
<br />BOND BEAM REINF. 1ROUREINFAS REQ'D
<br />Z
<br />GRa1T
<br />Ran • BOTTOM REW
<br />- " BOTTOM REINF. - PRECAST LINTEL W
<br />EMBEDDED REINF.
<br />2 1 ae 1 PRECAST LINTEL Pi/t-�--{
<br />EMBEDDED REINF.
<br />» MB-3 N MB-4
<br />MA50NRY L I NTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />SFS-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />51=8-I13/0T
<br />-----
<br />(I) #5
<br />MB-3
<br />8F1b-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />SRF14-I5
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO.,
<br />AND LOTT5 GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS N/ 5PAN5 GREATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REGURIED.
<br />3. ALL LINTEL5 SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE 6R1&,DE 60, fy=60 k5i
<br />b. ALL LINTELS SPECIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T 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 />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTE5
<br />FOUNDATION
<br />• DE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING CODE.
<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 W/ GONGRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO 5LAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FA5TENER5 IN CONTACT N/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 518, CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR � 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 SLAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTEO TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORGEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/a" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />COMPRESSIVE 5TRENOTH OF Ig00 PSI (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON
<br />AG 1 550/550.1
<br />• REINFORCED GMU GORES (A5 INDIGATED ON PLAN) SHALL
<br />ID BE REINFORCED N/ (1) #5 BAR VERTIGAL. 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 />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND DEANS ARE TO BE 8" GONT, FULL LENGTH OF WALL N/
<br />(1) #5 BAR GONT. (TYP. 0 EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE OF ALL
<br />MA50NRY OPENINC25 AND AT ALL WALL CORNERS.
<br />• VERTIGAL REINFORGEMENT SHALL BE HELD IN PLAGE 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 WALL5. (A5 5HOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE GONTROL JOINTS AT ALL INSIDE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 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 0 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I � I GATI ONB (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />13LK'C6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 lb" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.C.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />(II) NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 GORNERS 8
<br />INTER5EGTIN6 WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2'2"xO.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN)
<br />b
<br />TH 15 MODEL HAS BEEN DE5I 6NED IN
<br />ACCORDANCE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SEGTI ON 160q)
<br />LATERAL DE516N REOU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />HIND I MPORTANGE FAGTOR = 1.0
<br />NTRNAL PRE55URE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.16
<br />ANY WIND SPEED/EXPOSURE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUCTURAL ENGINEERING.
<br />EXTERIOR $ SHEAR WALL
<br />5HEATHIN6 SPEC I r-I GAT 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 SPEC.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />PI 2J/2x0.131" NAIL5 ©6" 0.G. ALONG PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 05E3 FASTENED N/
<br />P3 21/2"x0.131" NAILS @ 3" O.C. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 N/ 15/32"
<br />PLYWOOD OR 056 FASTENED N/ - "x0.131" NAILS 0 6" O.G. AT
<br />ALL PANEL EOH5 AND 0 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 0 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"xO.131" NAILS 0 16"o.c. USE (8)
<br />3Y2"x0.131 " NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARGHITECTURAL PRANINC75 FOR AOD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 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 />FRAMIN6 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 />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILING 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 32(b 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 I�32" THICK, APA
<br />RATED 5HEATHIN613�h EXPOSURE 105E OR PLYWOOD PEI
<br />AGGORDANGE WITH THE UL DE516115 5PEGIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure E/
<br />OPENIN6 SIZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' 6orage Door
<br />+18.5 PSF/-20.q P5F
<br />+18.5 PSF/-20.q P5F
<br />16' Garage Door
<br />+1 1.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-iq.1 P5F
<br />10 SOFT.
<br />+21.2 PSF/-22.q 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 />+lq.O PSF/-20.8 P5F
<br />+lq.O P5F/-23.q P5F
<br />100 5QFT.
<br />+18.0 PSF/-Iq.8 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 />(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 />®Pre55ure5 charted here are allowable pre55ure5 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 />TRUSS GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/b
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRAG
<br />TRUSSES N/ RING SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH. TO TRU55 BELOW N/
<br />SIMPSON VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN&ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'S BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLING, INSTALLING $ BRAGIN6
<br />OF METAL PLATE GONNEGTEO 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 TRU55E5 N/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 N/(2) 3"x0.131" NAILS 0 16" O.G.
<br />UFL I fT 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 />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRUSS BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />51N6LE ROOF TRUSS OR PORCH
<br />ALL
<br />SIMPSON HETA16
<br />BEAM BEARING ON GMU WALL
<br />ROOF 67., 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 GONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF REGORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DES16N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRUSS UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOAD5 PER TH15 DRAWIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ _ BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />. I::::: :I EXTENT OF OVERFRAMIN6
<br />I____J
<br />S.---- - - I/8"A" SAW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />UJ (SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL 5TRUGTURAL NOTES
<br />• DES16N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDING 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 PSF
<br />DEAD = I P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FAGTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUDIN6 STAIRS DEGK5)
<br />= 30 P5F 0 5LEEPIN6 AREAS
<br />= 50 P5F 0 6ARA6E
<br />= 200 # POINT LOAD 0 6UARD5/HANDRAIL5
<br />= 50 PSF 0 6UARO IN -FILL COMPONENTS
<br />DEAD 10 P5F (20 PSF TOTAL 0 TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 L15TED
<br />R15K CATEGORY 11
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 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 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 MEMBER5 5PAGED 0 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED 0 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK 5TUD5 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 BEAM5 $ HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAILS 0 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1/16" 05B
<br />FASTENED N/ 21/2"xO.131" NAILS 0 6" O.G. ® EDOE5 4 12" O.G. 0
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL ED6E5. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL P05T5
<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" 6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10' 0 psi
<br />. FOR 2 8 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS 0 8" OIG OR 2 ROW5 Y4"x3Y2"
<br />SIMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 5Y4"
<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"x6" 51MP50N 505 5GREW5 (OR 6 %" TRU55LOK
<br />5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A SOLID T BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN GONTAGT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FA5TENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAM I N6
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUR 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 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 ENO.
<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., EXP05URE I, TONGUE AND 6ROOVE EDOE5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBER5 W/ 6LUE AND 3"xO.131" NAILS 0
<br />6" O.G. AT PANEL EDOE5 $ 12" O.G. AT INTERMEDIATE SUPPORTS,
<br />TYPICAL 5TAIR 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 5TRINOER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB N/ (5) 3/b" DIA. x 3 Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 N/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE,
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING 5EGTION FOR MORE INFO.
<br />seal��tl�I�1�/
<br />eNo 77824
<br />STATE OF
<br />© copyngt a''M�ll1�$��'
<br />strucflf411 gineering, Inc.
<br />asz
<br />_J
<br />W
<br />W
<br />Z
<br />z
<br />W
<br />J
<br />Z=
<br />W�
<br />c�
<br />J
<br />ac
<br />JH
<br />z
<br />W
<br />CO)
<br />W
<br />cc
<br />rn
<br />d
<br />CD
<br />.O
<br />a rz
<br />A C.
<br />� 3
<br />c E
<br />m�
<br />Q •
<br />o
<br />Y
<br />0
<br />CO
<br />m
<br />C
<br />N
<br />CM M
<br />M&K project number
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />13 10W
<br />date:
<br />)5/11/22
<br />IREZH DOOR REVISION
<br />APR
<br />sheet:
<br />JSB
<br />DR
<br />1 O-04-21
<br />J
<br />W
<br />0
<br />Z
<br />0
<br />n.
<br />initial:
<br />Q
<br />0
<br />�J
<br />LL
<br />U
<br />z
<br />W
<br />V
<br />0 z
<br />J
<br />SM0.0
<br />
|