|
MASONR1 LINTEL A55EMBL I EB
<br />SEE SCHEDULE AND 51PECIFIGATION5 FOR ADVL INFO
<br />rr--=
<br />I L.Q_j I=iLi
<br />-MIN. (I) GOURSFBODMAJCOE�1 i
<br />BEAM BEAM ABOVE LINTEL.
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />p PRECAST LINTEL w/ PREGA5T LINTEL W
<br />"-#i-- 1 EMBEDDED REINF. MB-ME3- t' Eh6EDDED REINF.
<br />MB-I � 2
<br />TOP COURSE, IF
<br />I L4J}t- TOP COURSE, IF I LQJ I REOV PER ARCH.
<br />m REcab PER ARCH.
<br />TOP REINF. OR CONT. CONT. BOND EDAM
<br />BOND BEAM REINF. REINF. AS READ
<br />a GROAT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. • -Ty PRECAST LINTEL w/
<br />EMBEDDED REINF.
<br />PRECAST LINTEL rv/ �--�f
<br />#--�-�- EMBEDDED REINF.
<br />MB-3 ry MB-4
<br />MA50NR'' LINTEL DETA I L5
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-1
<br />8F8-O8/0T
<br />-----
<br />-----
<br />M13-2
<br />8F8-I5/OT
<br />-----
<br />(1) #5
<br />M13-3
<br />81`I6-I13/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />8RF14-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-0" SHALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE GRADE 60, Fy=60 kSi
<br />b. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIREGTLY 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 FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P555-1
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTES
<br />FOUNDATION
<br />DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTIN6 OE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM. ALLOWABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ GONGRETE
<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, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE $ FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51:....... FOOTINC75
<br />2,500 psi:....... SLABS ON 6RADE (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 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FIN15H GRADE.
<br />• FOOTIN65 AND 5LA65 ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROGTOR VALUE
<br />• MINIMUM LAP SPLICES 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 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH 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 rv/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• GROUT SOLID ALL REINFORCED GMU CELLS 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 GROUTED SOLID ON EAGH 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 GENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALL5. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH SHALL 15 Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" 5LAB)
<br />• JOINTS SHALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG I F I GATI ONS (T,'F. U.N.O.)
<br />DESCRIPTION OF BLO6. ELEMENT
<br />3"x0.131" NAILS
<br />3'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(5) TOENAIL5*
<br />50LE PLATE TO J015T/6LK'6.
<br />(3) NAILS 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 5TUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS a 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLICE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS $
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />" 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE ARE 5HOWN)
<br />TH15 MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REQUIREMENT5 FOR THE
<br />FOLLOWING WIND SPEED i EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FACTOR = 1.0
<br />NTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.16
<br />ANY WIND 5PEED/EXP05URE NOT L15TED HERE
<br />REQUIRES FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUCTURAL EN6INEERIN6.
<br />EXTERIOR 4 5HEAR MLL
<br />5HEATH I NG 5PEG I F 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 GONSTRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 056 FASTENED w/
<br />PI 2y2"xO.131" NAILS @ 6" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.c.. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 055 FASTENED W
<br />P3 2J/2"xO.131" NAILS @ 3" o.c. 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/ 2- "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 OGGUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL 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 />31'2"x0.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR AOD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE GON5IDEREO 5HEARWALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 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 33fb 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 L9/a' THICK, APA
<br />RATED 5HEATHIN6 -TIb EXP05URE 105E OR PLYWOOD PH
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window a Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure 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 />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.l P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 %F/-28.3 P517
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Iq.O P5F/-20.8 P5F
<br />+H.O P5F/-23.q P5F
<br />100 5QFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-I1.6 P5F
<br />+15.8 P5F/-I1.6 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 />OPre55ure5 charted here are allowable pressures and have been
<br />reduced per A5GE 1-16 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 TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYW000 5HEATHIN6 24/b
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %"4.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES $
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG
<br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE CLIPS ALON6 UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EAGH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• '5 B ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPIG51 I
<br />" GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARGH $ EN6.
<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"4.131" NAILS 0 16" O.G.
<br />UPLIFT GONNEGTORB
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<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 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 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTEO
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RE5PON51BILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL OE516N STANDARDS FOR METAL PLATE GONNEGTEO WOOD
<br />TRU55 GON5TRUGTION". M$K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS SHOWN ON THE SHOP GARD5.
<br />LEGEND
<br />• ®
<br />INTERIOR BEARING WALL
<br />• _ _ _
<br />BEARING WALL ABOVE
<br />•
<br />BEAM / HEADER
<br />•
<br />LOCATION AND EXTENT OF 5HEARWALL
<br />I:.:::::::1
<br />EXTENT OF OVERFRAMIN6
<br />•____ --_ ___ ..-INDIGATE5 I/8"A" SAW GUT CONTROL JOINT
<br />INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDIGATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL 5TRUGTURAL NOTE5
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DESIGN LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 1 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUOIN6 5TAIR5 $ DECKS)
<br />= 30 P5F ® 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ 6UARD5/HANORAIL5
<br />= 50 P5F GUARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS L15TED
<br />R15K GATE60RY 11
<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 BEARING WALL5 SHALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x
<br />'5TU1?' GRADE MEMBERS SPACED 0 16" O.G. (MAX).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALL5 SHALL BE GON5TRUGTEO
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED o 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK 5TUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDIGATE5 THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 $ 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"4.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS W/ 3"xO.131" NAILS o 16" O.G.
<br />5TA66EREO. APPLY NAILING FROM BOTH FACES ® 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 055
<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 ED6E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNOATION/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10^b psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"4.131" NAILS a 8" O/G OR 2 ROW54"x3112"
<br />51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK SCREWS) o 16" OIG. 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 $ BOTTOM NAIL5/5GREW5 2" FROM EDGE. 50LID 3,142" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) o 16" 0/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A 50LID l" BEAM 15 AGGEPTABLE.
<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 o 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD OEFLEGTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• I-JO15T/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., EXP05URE I, TONGUE AND GROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3'W.131" NAILS
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE 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 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (5) 346" DIA. x 3,142"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 5'W.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR OEGKIN6 ON RISERS AND I" FLOOR OEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN(5 SECTION FOR MORE INFO.
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<br />MW project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />BC
<br />09- 1 3-2 1
<br />REVISIONS:
<br />date: initial:
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