|
MASONRY LINTEL ASSEMBLIES
<br />5EE 5GHEIA LE AND 5PEGIFIGATION5 FOR AWL INFO
<br />rr--1,
<br />MIN (1)GOURSE/BOND
<br />L4J I BEAM ABOVE LINTS
<br />MIN. p) COUR5E/BOND
<br />I L4J i BEAM ABOVE LINTEL
<br />GROUT
<br />6ROUT
<br />BOTTOM REINF.
<br />PRECAST LINTEL. W
<br />EMBEDDED REINF.
<br />MB- I
<br />PREGAST LINTEL W
<br />EMBEDDED REINF.
<br />MB-2
<br />TOP COURSE, IF
<br />m I LQJ I R-OD PER ARCH.
<br />TOP COURSE, IF
<br />I L4J I
<br />-� REQb PER ARCH.
<br />TOP RELINE. OR GONT.BEAM
<br />GONT' BM
<br />BOND BEAM REINF.
<br />DI to RELINE. AS REGtb
<br />6POUT
<br />6ROUT
<br />BOTTOM REINF.
<br />M�
<br />BOTTOM RELINE.
<br />PRE-GAST LINTEL W
<br />. PRECAST LINTEL
<br />pI
<br />EMBEDDED REINF.
<br />EMBEDDED RELINE..
<br />MB-3
<br />MB-3
<br />� MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />ME -I
<br />SFS-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />143-3
<br />8FI6-IBAT
<br />(u #5
<br />(I) #5
<br />MB-4
<br />8RFI4-I13
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTE-
<br />5-1. ALL LINTEL5 w/ 5PAN5 GREATER THAN 14'-0" 5HALL BE PRE5TRE55E1?.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=60 k51
<br />6. ALL LINTEL5 5PEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />SHEET L 15T INDEX
<br />5HEET OE5GRIPTION 5HEET TITLE
<br />5-0.0 5TRUGTURAL NOTES
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.2
<br />5EGONO FLOOR FRAMIN6 PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAIL5
<br />50-2
<br />5TRUGTURAL DETAIL5
<br />50-3
<br />5TRUGTURAL DETAIL5
<br />P6513-1
<br />5TRUGTURAL DETAIL5
<br />6ENERAIL STRUCTURAL NOTES
<br />FOUNDATION
<br />• OE516N 15 BA5ED ON 7th EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTIN6 OE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARIN6 GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT N/ CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED
<br />5OUTHERN PINE #2.
<br />• FA5TEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 a 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, IT MAX. FROM PLATE ENO5.
<br />• BUILDER TO VERIFY GORRO51ON-RE515TANGE COMPATIBILITY OF
<br />HARDWARE $ FA5TENER5 IN CONTACT w/ PRE5ERVATIVE-TREATED
<br />WOOD. CONTACT LUMBER 8 HARDWARE 5UPPLIER5 TO GOORD.
<br />• CONCRETE DESIGN BA5EO ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWIN6 MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.:
<br />f'c = 2,500 p5i:....... FOOTIN65
<br />2,500 psi:....... 5LA65 ON GRADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 PSI ...... REBAR
<br />• ALL CONCRETE EXP05ED TO THE WEATHER 5HALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 5HALL BEAR AT LEAST 12" BELOW FIN15H 6RADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE 5HALL BEAR ON GLEAN, FIRM
<br />VIRC71N 501L OR GLEAN FILL COMPACTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 48 BAR
<br />DIA.
<br />• HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• GROUT 5HALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS 5HALL BE A5TM GqO KITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF MOO P51 (F'M = 1500 PSI). ALL
<br />MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL
<br />ALIGN WITH FOOTIN6 DOWEL BELON. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU GELL5 AW BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LENGTH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED 50LID ON EACH 51DE OF ALL
<br />MA50NRY OPENINC75 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, 5HALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 6-0" O.G. IN
<br />EXTERIOR NALL5. (A5 5HONN ON PLAN5)
<br />• ROU6H OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE GORNER5 OF 5LAB
<br />E06E5, AND OTHER LOGATION5 WHERE 5LAB GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AW GUT OR TOOLED JOINT DEPTH 5HALL BE Y4 OF THE DEPTH
<br />OF THE 5LAB (I" FOR A 4" 5LAB)
<br />• JOINT5 5HALL BE LOCATED ® 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 CLOSE TO SQUARES A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />OE5GRIPTION OF 131-06. ELEMENT
<br />3"xO.131" NAIL5
<br />3"xO.120" NAIL5
<br />J015T TO 50LE PLATE
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />5OLE PLATE TO J015T/BLK'6.
<br />(3) NAIL5 a 4" o.c.
<br />(3) NAIL5 a 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS a 8" o.c.
<br />TOENAIL5 ® b" o.c.*
<br />BLK'6. BTNN. J015T5 TO TOP PL.
<br />(3) TOENAIL5
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAIL5 o 24" o.c.
<br />NAIL5 0 lb" o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 0 24" o.c.
<br />NAIL5 0 lb" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAIL5 IN LAPPED AREA
<br />TOP PLATE LAP 0 GORNER5 8
<br />INTER5EGTIN6 NALL5
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2Y2"x0.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"xO.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE * ARE 5HONN)
<br />TH15 MODEL HA5 BEEN DE51ONED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGTION 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED $ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRE55URE GOEFF I G I ENT =
<br />ENGL05ED, +/- 0.15
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED HERE
<br />REQU I RE5 FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR AALL
<br />SHEATH I N6 SPECIFICATIONS
<br />INDICATE5 LOCATION AND EXTENT OF
<br />5HEARNALL NHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PECIFIGATION5 BEYOND THAT OF
<br />5TNDRD GON5TRUGTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2y2"xO.131" NAILS ® 6" o.G. ALON6 PANEL
<br />ED6E5 AND 1211 o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED w/
<br />P3 2Y211xO.131" NAILS ® 3" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.c. IN THE PANEL FIELD.
<br />5TANDARO EXTERIOR NALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALLS w/ 15/32"
<br />PLYWOOD OR 05E3 FA5TENEO w/ 2 "xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL E06E5 AND ® 12" O.G. AT CENTER. (U.N.O. ON PLAN5)
<br />I. ALL PANEL E06E5 5HALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FA5TENIN6
<br />2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO
<br />5TUO FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATE5
<br />FA5TENEO T06ETHER w/ 5Y2"x0.131" NAIL5 ® I6"o.c. U5E (8)
<br />3Y2"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARNALL5
<br />AND EXTERIOR NALL5 ARE GONTINUOU5 5HEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. 5EE ARCHITECTURAL PRANIN65 FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR NALL5 ARE CONSIDERED 5HEARWALL5.
<br />1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL,
<br />PANEL JOINTS 5HALL BE OFF5ET TO FALL ON DIFFERENT
<br />FRAMIN6 MEMBER5.
<br />8. A MAXIMUM OF TWO 1'-4" WIDE X 2'-0" TALL OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARNALL5 50
<br />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENO5 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 33(b 5PAN RATIN6 (MAX.)
<br />10. NOTE: IF FIRE -RATED DETAIL5 ARE REQUIRED BY THE
<br />ARCHITECTURAL PLAN5, THE 5HEATHIN6 U5ED IN THE -FIRE
<br />RATED A55EMBLIE5 5HALL BE NOMINAL 5/�' THIGK, APA
<br />RATED 5HEATHIN6 �6 EXPO50RE 1 056 OR PLYWOOD PEI
<br />ACCORDANCE WITH THE UL OE516N5 5PEGIFIED.
<br />Window � Door Allovwable Wind Pre55ure5
<br />140 MPH Wind Zone Exposure B®®
<br />OPENIN6 51ZE
<br />INTERIOR ZONES
<br />END ZONE5(D
<br />8' 6aroge Door
<br />+18.5 P5F/-20.q P5F
<br />+16.5 P5F/-20.q P5F
<br />16 6arage Door
<br />+11.1 P5F/-Iq.1 P5F
<br />+17.1 P5F/-Iq.1 P5F
<br />10 5QFT.
<br />+21.2 P5F/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 5QFT.
<br />+lq.O 1`15F/-20.8 P5F
<br />+lq.O %F/-231 P5F
<br />100 5QFT.
<br />+18.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />+15.8 %F/47.6 P5F
<br />+15.8 P5F/-11.6 P5F
<br />mEnd Zone 15 defined as the Smaller of 10% of least horiz. dim. or 40%
<br />of mean roof height.
<br />'2Pressures have been derived from 2020 FBG Table R301.2(2).
<br />®Pre5Sures charted here are allowable pressures and have been
<br />reduced per A5CE 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 />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEOULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/I6" MIN. 0513/PLYWOOD 5HEATHIN6 24�y,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 %'W.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV) 0 6" O.G. AT PANEL E06E5 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END 4 ORA6
<br />TRU55E5 w/ RIN6 SHANK NAILS o 3" O.G. (U.N.0). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" 5TYLE GLIP5 ALON6 UN5UPPORTED ED6E5.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRU55E5 5HALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FA5TEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 a 24" O.G.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER WTGA 4 TPI'S BG51 I
<br />GUIDE TO 6000 PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DN65. 5HALL BE SUBMITTED TO ARCH d EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• 5UPPORT PORCH $ 51HORT 5PAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />FASTENED TO FRAMIN6 w/(2) 3"xO.131" NAILS 0 16" O.G.
<br />UPL I PT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD 5TUO WALL/INOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD 5TUD NALL/WOOD BEAM
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />FLUSH 63. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED
<br />WITH CONNECTOR A5 1_15TEO ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N 5TANDARD5 FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". M4K HA5 EN6INEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-I6.
<br />ALL UPLIFT GONNEGTOR5 AND LOAO5 PER THI5 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HONN ON THE SHOP GARO5.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARNALL
<br />I: :I EXTENT OF OVERFRAMIN6
<br />•- - - ----INOIGATE5 1/8"xl" 5AW GUT CONTROL JOINT
<br />INDICATE5 LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HAN6ER
<br />INDICATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOLDOWN / STRAP SCHEDULE
<br />SYMBOL
<br />5PEGIFIGATION
<br />FA5TEN BUILT-UP P05T5 5UPPORTIN6 ROOF 6.T. TO
<br />GMU WALL w/ (1) 51MP50N M5TGM40 5TRAP w/ (12) Y4"
<br />5T-1 DIA x V4" LONG TAPGON5 INTO GMU. DE516N AGGOUNT5
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(U5E ONE 5TRAP TOTAL PER BUILT-UP P05T, U.N.O.)
<br />6ENERAL STRUCTURAL NOTES
<br />• DE516N 15 BA5ED ON 1th EDITION (2020) FLORIDA BUILDIN6 CODE.
<br />• WOOD FRAME ENGINEERING 15 BA5EO ON NO5, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FAGTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INGLUOIN6 5TAIR5 $ DEGK5)
<br />= 30 P5F ® 5LEEPIN6 AREA5
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ 6UAR05/HANDRAIL5
<br />= 50 P5F ® 6UARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL ® TILE)
<br />WIND ULTIMATE WINO 5PEED 4 EXPOSURE A5 L15TED
<br />R15K GATE60RY II
<br />GENERAL FRAMING
<br />• EXTERIOR WOOD 5TUO BEARIN6 NALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 a 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 NALL5 5HALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER ® 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARNALL5 5HALL BE GON5TRUGTEO WITH 2x
<br />STUD' 6RADE MEMBERS 5PAGED a 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR 5TUD NALL5 5HALL BE GON5TRUGTEO
<br />WITH 2x '5TUO' 6RAOE MEMBERS 5PAGED ® 24" O.G. (MAX).
<br />• ALL HEADER5 5HALL BE 5UPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING 5TUO, MINIMUM.
<br />- THE NUMBER OF 5TUD5 5PEGIFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK 5TUO5 REQUIRED, U.N.D..
<br />• ALL HEADER5, BEAMS $ OTHER 5TRUGTURAL MEMBER5 5HALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAM5 8 HEADER5 N/ 3-ROW5 OF 3"x0.131"
<br />NAILS ® 12" O.G. 5TA66EREO. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE GONOITION5. UTILIZE 2 RON5 OF NAILS FOR 2x6 8
<br />2x8 MEMBER5.
<br />• FAGE NAIL BUILT UP 2x P05T5 N/ 3"xO.131" NAILS a 16" O.G.
<br />5TA66EREO. APPLY NAILIN6 FROM BOTH FAGE5 0 3-PLY OR
<br />MORE GONOITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLAN5).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/I6" 056
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UN5UPPORTEO PANEL E06E5. TYPICAL U.N.O. ON THE PLAN5.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR 5Y5TEM UNDER ALL P05T5
<br />GONTINUOU5 TO FOUNDATION/13EARIN6.
<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.OXIOA6 p51
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER
<br />WITH 3 RON5 OF 3"xO.131" NAIL5 ® 8" O/G OR 2 RON5 Y4"x3Y2"
<br />51MP50N 505 5GREN5 (OR 3Y2" TRU55LOK 5GREN5) 0 Ib" O/G. U5E
<br />A MINIMUM OF 3 RON5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREN5 2" FROM E06E. 5OLID 3 Y2" OR 5Y4"
<br />BEAM5 ARE ACCEPTABLE. U5E 2 RON5 OF NAIL5 FOR 2x6 8 2x8
<br />MEMBER5.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FA5TEN PLIE5 TOGETHER
<br />WITH 3 RON5 OFY4"xb" 51MP50N 505 5GREN5 (OR 6 3/4" TRU55LOK
<br />5GREN5) 0 16" O/G. U5E A MINIMUM OF 4 RON5 FOR BEAM DEPTHS
<br />OF 14" OR 6REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 510E
<br />ONLY FOR TRU55LOK 5GREN5). LOCATE TOP AND BOTTOM 5GREN5
<br />2" FROM EDGE. A SOLID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN CONTACT w/ GMU NALL5 5HALL BE
<br />PRE5ERVATIVE TREATED AND FA5TENEO w/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/TRU55E5 5HALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JO15T/TRU55 5HOP DN65. 5HALL BE 505MITTED TO ARCH. 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 5HALL BE 25/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXPOSURE I, TON6UE AND GROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBER5 N/ GLUE AND 3"4.131" NAIL5
<br />6" O.G. AT PANEL ED6E5 $ 12" O.G. AT INTERMEDIATE 9UPPORT5.
<br />TYPIGAL 5TAIR GON5TRUGTION NOTE5
<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 />• FA5TEN 2x6 P.T. PLATE TO GONGRETE 5LA13 w/ (5) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT NALL5 w/ (2) 3"xO.131" NAIL5
<br />AT EACH 5TUO, INHERE APPLICABLE.
<br />• PROVIDE %" FLOOR OEGKIN6 ON R15ER5 AND I" FLOOR OEGKIN6
<br />ON TREAD5.
<br />• 5EE 5TAIR FRAMING 5EGTION FOR MORE INFO.
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<br />W project number:
<br />068-200 1 1
<br />project mgr: J S B
<br />drawn by: DJ R
<br />issue date: `j 2- `j 4-2 `j
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />SM0.0
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