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MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />I '+ a -MIN 0) GOURSE/80ND I I '+I -MIN (I) GOUR5E180ND
<br />L4J I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL
<br />6ROUT GROUT
<br />BOTTOM REINF.
<br />PREGA5T LINTEL. W � a. � PREGAST LINTEL. W
<br />EMBEDDED REIN. 1`�`�-�#' EMBEDDED R NF.
<br />MB- I MB-2
<br />rr---n
<br />11 TOP COURSE, IF
<br />OU : k +a- TOP GR5E, IF
<br />m I LsJ i REQ'D PER ARCH. _REQb PER ARCH.
<br />TOP REIN. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REIN. REIN. A5 REaD
<br />C-ROVT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REIN. ---� FREGA5T LINTEL W
<br />#`
<br />PRECAST LINTEL EMBEDDED REIN.
<br />� I a• I L. W� #�{-
<br />L3�EDDED REIN.
<br />MB-3 � MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-I
<br />8F8-0B/oT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />SFI6-IB/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RFI4-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTES:
<br />I. ALL LINTEL5 W 5PAN5 6REATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />5. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />T ALL LINTELS ARE TO BE LOGATED DIREGTLY ABOVE THE OPENING BELOW
<br />SHEET LIST 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 />5-1.3
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P13513-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTIN6 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 MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 23/4" LON6
<br />TAPGON5 ® 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY 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 GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />VG = 2,500 p5i:....... FOOTIN65
<br />2,500 psi:....... 5LA55 ON 6RADE (INTERIOR i 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 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON VIRGIN 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP SPLIGE5 ON ALL REINFORCEMENT 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 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 P50. ALL
<br />MORTAR SHALL BE A5TM G270, TYPE S. GMU DE516N BASED ON
<br />AG 1 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />ID BE REINFORCED w/ (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 FOOTING DOWEL.
<br />• 6ROUT 50LID 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 GONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED 50LID ON EACH SIDE OF ALL
<br />MA50NRY OPENINC75 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 MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALLS. (AS SHOWN ON PLAN5)
<br />• ROU6H OPENINC75 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 LOGATION5 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 A5 GL05E TO SQUARES AS
<br />P0551BLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (T1'P. U.N.O.)
<br />DESCRIPTION OF BL06. ELEMENT
<br />3"0.131" NAILS
<br />3"0.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO J015T/5LK'6.
<br />(3) NAILS 0 4" o.G.
<br />(5) NAILS a 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(5) TOENAILS*
<br />TOP OR 50LE PLATE TO STUD
<br />72TRAIL5
<br />(5) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS a 8" o.c.
<br />TOENAILS 0 6" o.0
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS @ 24" o.G.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE LAP 5P1IGE
<br />g NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP ® CORNERS $
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 0/2"0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE • ARE SHOWN)
<br />TH15 MODEL HA5 BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GODS (5EGT1 ON 160q)
<br />LATERAL DES 16N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED � EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />HIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEEE I G I ENT =
<br />ENGLOSED, +/- 0.16
<br />ANY WIND 5PEED/EXP05URE NOT L15TED HERE
<br />REQUIRES FORMAL EVALUATION $ APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR 4 SHEAR WALL
<br />SHEATH I N6 SPEC I P I CAT I ONS
<br />INDICATES LOCATION AND EXTENT OF
<br />SHEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL SPEC,
<br />15/52" PLYWOOD OR 05E3 FASTENED W/
<br />PI 2y2"x0.131" NAILS @ 6" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W/
<br />P3 2Y2"xO.131" NAILS ® 3" o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS W/ 15/32"
<br />PLYWOOD OR 055 FASTENED W/ 2�2"x0.131" NAILS @ 6" O.G. AT
<br />ALL PANEL EDOE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5)
<br />I. ALL PANEL E06E5 SHALL OCCUR 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 FRAMING @ 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 />3Y2"x0.131" NAILS @ EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWIN65 FOR AOD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE GON51DERED 5HEARWALL5.
<br />1. 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 5HEAR1,1ALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P521 OR APA PRP-105 WITH 33(6 SPAN RATIN6 (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL LV' THICK, APA
<br />RATED 5HEATHIN6 �16 EXPOSURE 1 055 OR PLYWOOD PEl
<br />ACCORDANCE WITH THE UL DESIGNS 5PECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />40 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.g P5F
<br />16 Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 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 />+lq.O P5F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 SOFT.
<br />+18.0 P5F/-Iq.B P517
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />mEnd Zone 15 defined as the smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />NOTE: Pressures Charted here are allowable pressures and have
<br />been reduced per A5GE 7-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures above by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMING
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 05B/PLYW0005HEATHIN6 24/16,
<br />EXP05URE I. FASTEN SHEATHING TO ROOF MEMBERS W/ 2 3/8"x0.113"
<br />RIN6 5HANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES 4
<br />® 6" O.G. IN FIELD. FASTEN SHEATHING TO 6ABLE END $ DRA6
<br />TRUSSES W/ RING SHANK NAILS ® 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" 5TYLE CLIPS ALONG UNSUPPORTED E06E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />SIMPSON VTGR CLIPS ® 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA 4 TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLIN6, IN5TALLIN6 4 BRAGINS
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRU55 5HOP DW65. SHALL BE 505MITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH $ SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />5IMP50N H2.5T
<br />SINGLE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRUSS BEARING ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />SIMPSON 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 BEARING 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 DE51CVN
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRUSS UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THIS DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFAGTURER'5 UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LE6END
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ _ = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />• - -- -INDICATES I/8"A" SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />((;EE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GORE.
<br />• WOOD FRAME ENGINEERIN6 IS BASED ON ND5, "NATIONAL DE5167N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING STAIRS $ DECKS)
<br />30 P5F ® SLEEPING AREAS
<br />= 50 P5F ® GARAGE
<br />= 200 # POINT LOAD ® GUARD5/HANDRAIL5
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED i EXPOSURE A5 L15TED
<br />R15K GATEC70RY 11
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD STUD BEARIN6 HALLS 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 HALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD' 6RADE MEMBERS 5PAGED ® 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE GON5TRUGTE0
<br />WITH 2x '5TUD' 6RADE MEMBERS SPACED 0 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 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 4 HEADERS W/ 3-ROW5 OF 3"0.131"
<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"0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES 0 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLAN5).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR WALL5 W/ 7/16" 055
<br />FASTENED W 2Y2"xO.131" NAILS ® 6" O.G. @ E06E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOGKIN6 AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID 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=1.55xlO^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10"6 psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS ® 8" O/C OR 2 ROWS Y4"x3Y2"
<br />51MP50N 505 5GREW5 (OR %" TRU55LOK 5GREW5) ® 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 $ BOTTOM NAILS/SGREW5 2" FROM EDGE. SOLID 3 Y2" OR 5 Y4"
<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 3 ROW5 OFY4"x6" 51MP50N 505 5GREW5 (OR (b 3/4" TRU55LOK
<br />5GREW5) ® 16" O/G. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM E06E. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/4" DIA. X 4" LON6
<br />TAPGONS ® 24" O.G.
<br />FLOOR FRAMING
<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 -JOIST /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 />•
<br />FLOOR 5HEATHIN6 SHALL BE 23/32 GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAILS
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CON5TRUGTION NOTES
<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) SIMP50N A55 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB w/ (3) 3/b" DIA. x 5Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS W/ (2) 3"0.131 NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />9 SEE STAIR FRAMING SECTION FOR MORE INFO.
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<br />M&K project number:
<br />068-200 1 1
<br />project mgr: ,J S B
<br />drawn by: ]`JjJT
<br />issue date: 01 -2 6-21
<br />REVISIONS:
<br />date: initial:
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