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<br />a
<br />MASONRY LINTEL A55EM5L I E5
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />MIN. (1) GO1JR5E/60ND i L4J}i- MIN. (1) GOP_-C- OND
<br />I I BEAM ABOVE LINTEL I I BEAM ABOVE LINTEL
<br />GRoUf GROUT
<br />'i: :..
<br />BOTTOM REIN.
<br />PREGA5T LINTEL w/ PREGA5T LINTEL W
<br />M -� EMBEDDED REIN. MB EMBEDDED REINF.
<br />� rr---n
<br />TOP GOL R , IF
<br />TOP CaR5E, IF I L4J I
<br />th I L2J I I I REQb PER ARCH.
<br />v I I REQb PER ARCH.
<br />..' TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. AS REQ'D
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />- BOTTOM REIN. PRECAST LINTEL w/
<br />EMBEDDED REINF.
<br />I �A,11 II PRECAST LINTEL W_ � -t-�{-
<br />EMBEDDED REIN.
<br />MB-3 N MB-4
<br />MA50NRY LINTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />5F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />SFS-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I13/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />SRFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PRECAST GO.,
<br />AND LOTTS GONGRETE.
<br />NOTES:
<br />I. ALL LINTELS N/ 5PAN5 6REATER THAN 14'-O" SHALL BE PRESTRE55ED.
<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 PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE 6RADE 60, fy=60 k5i
<br />6. ALL LINTEL5 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 />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 />50-2
<br />STRUCTURAL DETAILS
<br />PB513-1
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th 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 EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 25/4" 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 GORR0510N-RE5ISTANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 8 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE 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 p5i:....... FOOT I NC75
<br />2,500 p5i:....... 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 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 SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DI5GONTIN0005 END OF REINF.
<br />• 6ROUT SHALL BE A5TM G416 F'G=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• CONCRETE: MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />COMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P50. ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON
<br />AGI 530/550.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALI6N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LEW6TH OF WALL W
<br />(1) #5 BAR GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 5IDE 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 MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-O" 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 INSIDE CORNERS 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 />I5-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS CLOSE TO SQUARES AS
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEC I F I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF 61-06. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO J015T/BLK'G.
<br />(3) NAILS @ 4" o.c.
<br />(3) NAILS @ 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 @ 8" o.c.
<br />TOENAILS @ 6" o.G.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.c.
<br />NAILS ® 16" o.G.
<br />DOUBLE TOP PLATE
<br />NAILS @ 24" o.G.
<br />NAILS @ 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />g NAILS IN LAPPED AREA
<br />(11) NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS If
<br />INTERSEGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", SAME SPAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 CODE (SEGT I ON 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWING WIND SPEED i EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />HIND I MPORTANGE PAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFF I G I ENT =
<br />ENGLOSED, +/- 0.16
<br />ANY WIND SPEED/EXPOSURE NOT L 15TED HERE
<br />REQU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />SHEATHING SPECIFICATIONS
<br />e INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 051[3 FASTENED W/
<br />PI 2 2 xO.131 NAILS @ roo.G. ALON6 PANEL
<br />EDGES AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 0513 FASTENED W/
<br />P3 2)12"x0.131" NAILS @ 3" o.G. ALON6 PANEL
<br />ED6E5 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 05B FASTENED N/ 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 OGGUR OVER FRAMING OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FASTEN I N6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® 16"o.G. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALLS SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"x0.131" NAILS @ 16"o.6. USE (8)
<br />3Y2"xO.131" NAILS © EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALYSIS A55UME5 ALL INTERIOR SHEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS 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 OPENINC75 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 ED6E 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 5?(6 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 /52" THICK, APA
<br />RATED 5HEATHIN6 -h EXP05URE 105E OR PLYWOOD PER
<br />ACCORDANCE WITH THE UL DE516115 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B23
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />6 Garage Door
<br />+18.5 P5F/-20.q PSF
<br />+15.5 P5F/-20.q P5F
<br />16Garage Door
<br />+I1.1 P5F/-Iq.1 PSF
<br />+I1.1 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 />+Iq.O P5F/-20.8 P5F
<br />+IQ.O P5F/-23A P5F
<br />100 SOFT.
<br />+18.0 P5F/-Ig.5 P5F
<br />+18.0 PSF/-22.0 P5F
<br />500 SOFT,
<br />+15.8 PSF/-11.6 P5F
<br />+15.8 PSF/-17.6 PSF
<br />(DEnd Zone i5 defined o5 the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />®Pre55ure5 have been derived from 2020 FBG Table R301.2(2).
<br />3Pre55ure5 charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE -7/16" MIN. 05B/PLYWOOD 5HEATHIN6 24/6,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W 2 3/8'W.115'
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL ED6E5
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRAG
<br />TRUSSES N/ RING SHANK NAILS @ 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE 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 EAGH TO TRUSS BELOW N/
<br />51MP50N VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA i TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 � BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH I$ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS @ 16" O.G.
<br />UPL 117 CONNECTORS
<br />BEARIN6 CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />SIMPSON H2.5T
<br />51N6LE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61PDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 63., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRUSS SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DES16N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN5I/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF ASCE-1-16. ;
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS 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 />EXTENT OF OVERFRAMIN6
<br />• - - INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTE5)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NDS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N 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 (INGLUDIN6 STAIRS $ DECKS)
<br />= 30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = IO P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE A5 L15TED
<br />R15K GATE60RY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF#2 OR
<br />SYP#2 ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR SHEARIAIALLS SHALL BE GON5TRUGTED WITH 2x
<br />'STUD' 6RADE MEMBERS SPACED ® 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED ® 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD $ (1)2x
<br />KIN6 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 />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAMS If HEADERS W/ 3-ROW5 OF 3"xO.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 Q
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"xO.131" NAILS @ 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 N/ 1/16" 05B
<br />FASTENED N/ 2Y2"xO.131" NAILS ® 6" O.G. ® ED6E5 4 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 BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<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=2.0x10^6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/G OR 2 ROW5Y4"x3Y2"
<br />5IMP50N 5D5 5GREW5 (OR 3Y2" TRU55LOK 5GREW5) @ 16" O/G. 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 $ BOTTOM NAIL5/5GREW5 2" FROM ED6E. SOLID 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 ROWS OFY4"x6" 51MP50N 5DS 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FACES (ONE 5IDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED N/Y4" DIA. X 4" LON6
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMING
<br />• I-JOISTS/TRUSSES 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 -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. i 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 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"xO.BI" NAILS 0
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION NOTE5
<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) SIMPSON A35 CLIP AT EACH STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (5) 3/b" DIA. x 3 Y2"
<br />LONG TAPGONS.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 N/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068-2001 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />JSB
<br />DR
<br />1 O-04-21
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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