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MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEDULE AND 5PECIFICATION5 FOR ADVL INFO
<br />rr---►, rr--�,
<br />1 '+� MIN. (1) GOURSE/BOND MIN (U GOIIRSE/BOND
<br />LQJ I BEAM ABOVE LINTEL I L4J I BEAM ABOVE LINTEL
<br />GROAT GRan
<br />BOTTOM REINF.
<br />�PRECAST LINTEL. W PRECAST LINTEL W
<br />EMBEDDED REINF. �_&EMBEDDED REINF.
<br />MB-1 MB-2
<br />i ' 1,- TOP COURSE, IF
<br />I i '++- TOP COURSE, IF LQ11,
<br />J
<br />m I LQJ I REQ'D PER ARCH. REOP PER ARCH.
<br />TOP REINF. OR COW. CONT. BOND BEAM
<br />BOND BEAM REINF. REINF. A5 REQD
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. -` PRECA5T LINTEL W
<br />i EMBEDDED REINF.
<br />PRECAST LINTEL n/--'�-t
<br />EMBEDDED REINF.
<br />MB-3 MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />MB-1
<br />8F8-0B/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-I13/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I13/IT
<br />(1) #5
<br />(I) #5
<br />M5-4
<br />8RFI4-IB
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 w/ 5PAN5 GREATER THAN W-O" SHALL BE PRE5TRE55ED.
<br />2. SHORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 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, f y=60 ksl
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOGATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET LIST INDEX
<br />SHEET DESCRIPTION
<br />5HEET 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 -Ith EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• FOOTING DESIGN - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLONABLE 501L BEARIN6 CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO HEATHER OR IN CONTACT N/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION HALLS TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 0 32" o.c. MAX. KITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE GOMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN GONTACT w/ PRESERVATIVE -TREATED
<br />HOOD. CONTACT LUMBER d HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLONIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O..
<br />f'c = 2,500 psi:....... FOOTIN65
<br />2,500 psi:....... 5LA135 ON GRADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE HEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTINC75 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 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 DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS SHALL BE A5TM Gq0 WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPES. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />ED BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL 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 NALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MASONRY OPENIN65 AND AT ALL NALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MA50NRY
<br />(ELL, AND SHALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR WALLS. (A5 5HOHN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB CRACKS ARE LIKELY
<br />TO DEVELOP. EXACT LOCATIONS PER BUILDER.
<br />• 5AN GUT OR TOOLED JOINT DEPTH SHALL BE Y4 OF THE DEPTH
<br />OF THE SLAB (I" FOR A 4" SLAB)
<br />• JOINT5 SHALL BE LOCATED o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 GL05E TO SQUARES A5
<br />POSSIBLE (I:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3'W.131" NAILS
<br />5'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAIL5*
<br />50LE PLATE TO J015T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS ® 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 o 6" o.c.*
<br />BLK'6. BTHN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS a 24" o.c.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS a 24" o.c.
<br />NAILS o 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP a CORNERS 4
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2'W.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"x0.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE 5HOHN)
<br />TH 15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDIN6 GODE (5EGT1 ON 160q)
<br />LATERAL DE516N REQUIREMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED 4 EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRESSURE COEFF I G I ENT =
<br />ENCLOSED, +/- 0.15
<br />ANY WIND SPEED/EXP05URE NOT L15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K 5TRUGTURAL ENOINEERIN6.
<br />EXTERIOR 4 SHEAR HALL
<br />SHEATH I N6 SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />5TNDRD CONSTRUCTION
<br />SYMBOL
<br />SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 056 FASTENED w/
<br />PI
<br />2y211x0.131" NAILS @ 6" o.c. ALON6 PANEL
<br />E06E5 AND 12" o.c.. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3
<br />2Y2"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 HALLS w/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ 2 2"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL EDCE5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL E06E5 SHALL OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKIN6 SHALL BE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 SHALL HAVE DOUBLE TOP PLATE5
<br />FASTENED TOGETHER rI/ 3.Y2"x0.131" NAILS ® I6"o.c. USE (8)
<br />3Y2"xO.131" NAILS ® EA. L'-`.P SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR HALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL PRANINC75 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALLS ARE CONSIDERED 5HEARHALL5.
<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 OPENINC5 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 OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3:�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 A55EM5LIE5 SHALL BE NOMINAL L5/ " THICK. APA
<br />RATED 5HEATHIN6 MI6 EXP05URE 1 055 OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure gym®
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' 6arage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+11.1 P5F/-Iq.1 P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.q P51F
<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 P51F
<br />+Iq.O P5F/-23.q P5F
<br />100 SOFT.
<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/-11.6 P5F
<br />(DEnd Zone 15 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 />OPressures 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 CONNECTORS.
<br />• ROOF 5HEATHINC SHALL BE 1/16" MIN. 055/PLYH000 5HEATHIN6 24!!
<br />�16,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 8
<br />® 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO CABLE END $ DRA6
<br />TRU55E5 w/ RING SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALONG PANEL ED6ES AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE 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 TRUSS BELOW w/
<br />51MP50N VTGR CLIPS 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER NTGA 4 TPI'S BG51 I
<br />GUIDE TO 6001) PRACTICE FOR HANDLIN6, IN5TALLIN6 8 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH 8 EN6.
<br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"4.131" NAILS o 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRUSS BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD HALL/WOOD BEAM
<br />ROOF C71RDER TRUSS BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD HALL/HOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />:J
<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 BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 CONSTRUCTION". MW HAS EN6INEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOAD5 PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOAD5 SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 NALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />I: : : : : : : . : I EXTENT OF OVERFRAMIN6
<br />L- - - -'.J
<br />•-- -- --------INDIGATE5 I/8"A" 5AN GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATE5 POST ABOVE. PROVIDE 50LID
<br />BLOGKINC UNDER P05T OR JAMB ABOVE.
<br />6ENERAL STRUCTURAL NOTES
<br />• DESIGN 15 BASED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• DE516N LOA05:
<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 PSF (INGLUDIN6 STAIRS 4 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 = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED 4 EXPOSURE A5 L15TED
<br />R15K CATE60RY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR HOOD STUD BEARIN6 HALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 o 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 0 169" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED o 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD WALLS SHALL BE CONSTRUCTED
<br />WITH 2x 'STUD' GRADE 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 JAGK 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 BEAMS d HEADERS H/ 3-ROH5 OF 3"xO.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROH5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS H/ 3"xO.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5 ® 3-PLY OR
<br />MORE CONDITIONS.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL NOOD FRAMED EXTERIOR WALLS w/ 1/16" 055
<br />FASTENED w/ 2y2"xO.131" NAILS ® 6" O.G. @ E06E5 4 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID 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 p51
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.OxIO^b psi
<br />. FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROH5 OF 3"xO.131" NAILS ® 8" OIG OR 2 ROH5 y4"x3Y2"
<br />51MP50N 505 5GREH5 (OR 3Y2" TRU55LOK 5GREH5) o 16" OIG. USE
<br />A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREN5 2" FROM E06E. SOLID 3Y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROH5 OF NAILS FOR 2x6 8 2x8
<br />MEMBERS.
<br />. FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROH5 OFY4"xb" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK
<br />5GREW6) o 16" OIG. USE A MINIMUM OF 4 ROH5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENINC AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREI^I5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM E06E. A SOLID 1" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TU05 IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 o 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-JOI5T /TRU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-J015T/TRU55 SHOP DH65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TON6UE AND GROOVE EDCE5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3'W.131" NAILS
<br />6" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CON5TRUGTION NOTE5
<br />• (5) 51N6LE PLY 2x12 5TRIN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM w/
<br />(1) SIMPSON A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB wl (3) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FA5TEN END 5TRIN6ER5 TO ADJACENT WALLS w/ (2) 3"4.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 5/4" FLOOR DEGKIN6 ON RISERS AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
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