|
MASONRY LINTEL ASSEM5L I E5
<br />5EE 5GHEPULE AND 5PEGIFIGATION5 FOR AWL INFO
<br />L4J - MIN. (1) GOUR5EWW i i 4JI+i- MIN. (1) GOUR5E/BOND
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />,, I PREGA5T LINTEL W Q PREGA5T LINTEL w/
<br />-M-'�i` EMBEDDED REIN. ` 1`-�-t EMBEDDED REW
<br />MB-1 MB-2
<br />i I++- TOP COURSE, IF
<br />TOP COURSE, IF I L4J I
<br />m I LQJ i i I REQb PER ARCH.
<br />v I I REQb PER ARCH.
<br />�. TOP REINF. OR CONT. CONT. BOND BEAM
<br />BOND BEAM REIN. z REIN. A5 REQb
<br />- GROUT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REIN. ---a PRECAST LINTEL w/
<br />I A• I PRECAST LINTEL W EMBEDDED REIN.
<br />4-3 EMBEDDED REIN.
<br />MB-3 N MB-4
<br />MA5ONRY LINTEL DETA I LB
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORGEMENT
<br />MB-I
<br />SFS-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M13-3
<br />SFI6-I13/IT
<br />(1) #5
<br />(1) #5
<br />43-4
<br />8RF14-I6
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'5 GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS W SPANS 6REATER THAN 14'-O" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTELS AS REGURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE 6RADE 60, fy=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DESIGN.
<br />7. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENIN6 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 />5-1.5
<br />ROOF FRAMIN6 PLAN
<br />SD -I
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUCTURAL NOTES
<br />FOUNDATION
<br />• OE516N 15 BASED ON Ith EDITION (2020) FLORIDA BUILDIN6 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/ 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" LON6
<br />TAPGON5 ® 32" o.G. 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 � FASTENERS 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 GOMPRES51VE 5TRENGTH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'G = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS
<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 />VIRGIN 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORGEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'G=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TRENGTH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU OE516N BASED ON
<br />AGI 550/530.1
<br />• El
<br />REINFORCED GMU GORES (A5 INDIGATED 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 FOOTIN6 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 LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH SIDE 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 WALL5. (AS 5HOWN 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 />• 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 />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO 5QUARE5 A5
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5FEC I1 ICATION5 (TYF. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"x0.131" NAILS
<br />3"x0.120" NAILS
<br />J015T TO SOLE PLATE
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />SOLE PLATE TO J015T/BLK'6.
<br />(5) NAILS 0 4" o.G.
<br />(5) NAILS 0 4" o.G.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />(27 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS ® 8" o.G.
<br />TOENAILS ® 6" o.G.*
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS ® 24" o.c.
<br />NAILS ® 16" o.G.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.c.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP @ CORNERS
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", SAME SPAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE �th EDITION (2020)
<br />FLORIDA BUILDIN6 GODS (5EGT1 ON 160q)
<br />LITERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED I$ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G ENT =
<br />ENGLOSED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I$ APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATHING SPEC I F I CAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEG.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI 2y2"xO.131" NAIL @ 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 21/2"x0.131 " NAILS ® 3" o.G. 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 w/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2�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 ED6E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANEL'S ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ 16"o.G. i',IAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 36xO.131" NAILS @ 16"o.G. USE (8)
<br />%"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALYSIS ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL PRANIN55 FOR ADO'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS 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 />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 />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 169" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />Cl. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(b 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 A55EMBLIE5 SHALL BE NOMINAL P/M' THICK, APA
<br />RATED 5HEATHIN6 b EXPOSURE 1 055 OR PLYWOOD PEf
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-I08 It
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door A lovable Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure B®®
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20A PSF
<br />+18.5 P5F/-20.q P5F
<br />16Garage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-iq.1 P5F
<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/-26.4 P5F
<br />50 SOFT.
<br />+Ig.O P5F/-20.8 P5F
<br />+lq.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 />(DEnd Zone is defined o5 the Smaller of 10% of Ieo5t 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 pre5sure5 and have been
<br />reduced per A5GE 1-16 section 2.4.1 from ultimate pre55ureeI. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE -1/16" MIN. O5B/PLYWOOD 5HEATHIN6 16,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"xO.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5 $
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 DRA6
<br />TRU55E5 w/ RIN6 SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAY5 FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRUSS ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA � TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH � EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL 11=T CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />SIMPSON H2.5T
<br />SINGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />SIMPSON HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MPSON HETAI6
<br />.T
<br />FLUSH 6. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DESIGN
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRUSS GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENTS OF ASGE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<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 />•- -- - INDIGATE5 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 />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTE5
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME EN6INEERIN6 15 BASED ON NOS, "NATIONAL DESIGN
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE51ON LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 PSF B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 PSF @ 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P5F ® GUARD IN -FILL COMPONENTS
<br />DEAD = 10 PSF (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED
<br />R15K GATEC70RY 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 BEARING WALLS SHALL BE 2x 5PF OR 5YP
<br />'5TUO' 6RADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE GON5TRUGTEO WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED @ 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED ® 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KIN6 STUD, MINIMUM.
<br />- THE NUMBER OF 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS a 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 4 HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<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"xO.131" NAILS @ 16" O.G.
<br />5TA66ERED. 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 WALL5 w/ 7/16" 05B
<br />FASTENED N/ 2V2"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 SOLID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />GONTINUOU5 TO FOUNDATION/BEARIN6.
<br />• EN6INEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10A6 psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.OXIOA6 psi
<br />• FOR 2 Q 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROWSY4"x3Y2"
<br />51MP50N 505 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) 0 16" OIG. USE
<br />A MINIMUM OF 3 ROW5 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. 50LID 3Y2" OR 54"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 5 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR (b 3/4" TRU55LOK
<br />5GREW5) ® 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 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-J015T5/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-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE 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., EXPOSURE I, TONGUE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL 5TAIR GON5TRUGTION NOTE5
<br />• (5) SINGLE 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/ (3) 3/b" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 w/ (2) 3"x0.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE %" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO.
<br />seal: \\� G1 J� duo
<br />No 77824
<br />r' TA►E OF ', a
<br />owe® •�eORIR,-•'
<br />© copyright ; mf `\c.
<br />Strud r 14yr�et�r�g,ln
<br />CIMLO
<br />Z
<br />JLU
<br />W
<br />W
<br />z
<br />c
<br />Cn
<br />W
<br />CL
<br />J
<br />N
<br />a
<br />Z=
<br />I-
<br />U
<br />A
<br />Q
<br />oc
<br />UJ
<br />5
<br />=
<br />Q
<br />Jz
<br />Q A
<br />W
<br />�o
<br />y
<br />o
<br />p
<br />_2
<br />y
<br />co
<br />m L6
<br />cc
<br />N
<br />OC
<br />w
<br />M&K project number:
<br />068-1 9027
<br />project mgr: J,rJ- B
<br />drawn by: BC
<br />issue date: 05- `j 3-2 1
<br />REVISIONS:
<br />date: initial:
<br />ZMT
<br />(n
<br />w
<br />�
<br />Z
<br />o
<br />0
<br />J
<br />J
<br />L-
<br />UJ
<br />0
<br />F-4
<br />W
<br />W
<br />�
<br />O Z
<br />J J
<br />sheet:
<br />SW0.0
<br />
|