|
lIIA7i'�1�I'� y i i �� t i ll��lll,
<br />MASONRY LINTEL A55EM5L I ES
<br />5EE 50HEDULE AND 5PEOFIGATION5 FOR ADVL INFO
<br />MIN. (U COUR5EMOND 1 i +� MIN. (1) COUR5E/BOND
<br />L4J I BEAM ABOVE LINTEL I L4J i BEAM ABOVE LINTEL
<br />. 6ROUT GROUT
<br />BOTTOM REW
<br />Q, RE
<br />PRECAST LINTEL W BPRECAST LINTS w/
<br />#-�-f B BEDDED REINF. 4i LTIDED NF.
<br />MB-1 MB-2
<br />TOP CARSF, IF
<br />m �1 i '+►- TOP COURSE IF L4J 1
<br />I L4J I REQ'D PER ARCH. � _ � REQ'D PER ARCH.
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. AS REQ D
<br />-_ M
<br />GROUT BOTTOM REINF.
<br />BOTTOM REINF. PRECAST LINTEL W
<br />p EMBEDDED REINF.
<br />I n• I PRECAST LINTEL W
<br />BIDED 10W.
<br />M5-3 N MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORGE:MENT
<br />MEH
<br />8F8-OB/OT
<br />----
<br />-----
<br />M13-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />81`I6-1134T
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8W14-I13
<br />---
<br />----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S GONGRETE.
<br />NOTE5:
<br />I. ALL LINTELS w/ 51FAN5 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORCEMENT 5HALL BE GRADE 60, fy=bO k51
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTEL5 ARE TO BE LOGATED DIREGTLY ABOVE THE OPENIN6 BELOW
<br />SHEET LIST INDEX
<br />5HEET DE5GRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />5TRUGTURAL NOTE5
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGTURAL DETAIL5
<br />P1355-1
<br />5TRUGTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING GODE.
<br />• FOOTING DE516N - THE5E FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY OF 1,500 P5F.
<br />• ALL LUMBER EXP05ED TO WEATHER OR IN CONTACT IN CONCRETE
<br />OR MA50NRY FOUNDATION SHALL BE PRE5ERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />•FASTEN PARTITION WALL5 TO SLAB NITHA" DIA. x 25/4" LONG
<br />TAPGON5 o 32" o.c. MAX. WITH A MINIMUM OF 2 TAPCON5 PER
<br />PLATE, 12" MAX. FROM PLATE EN05.
<br />• BUILDER TO VERIFY GORRO51ON-RE5I5TANGE COMPATIBILITY OF
<br />HARDWARE 4 FA5TENER5 IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BA5ED ON AGI 318. CONCRETE 5HALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAY5,
<br />U.N.O.
<br />f'c = 2,500 psi:....... FOOTING5
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR 4 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 GRADE 5HALL BEAR ON VIR61N 501L OR
<br />q5% COMPACTED FILL.
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT 5HALL BE 46 BAR
<br />DIA.
<br />• HOOK5 5HALL BE PROVIDED AT 015GONTIN0005 END OF REINF.
<br />• 6ROUT 5HALL BE A5TM 6416 F'6=3000 P51 w/ MAX 3/e" A66RE6ATE
<br />• CONCRETE MA50NRY UNITS 5HALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF MOO P51 (F'M = 1500 P51). ALL
<br />MORTAR 5HALL BE A5TM G210, TYPE 5. GMU DE516N BA5ED ON
<br />AGI 530/550.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) 5HALL
<br />El BE REINFORCED w/ (1) #5 BAR VERTICAL. BAR 5HALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND 5HALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP 5PLIGE WITH FOOTING DOWEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAM5
<br />• ALL BOND BEAM5 ARE TO BE 8" GONT. FULL LEN6TH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL
<br />MASONRY OPENINC75 AND AT ALL WALL GORNER5.
<br />• VERTICAL REINFORCEMENT 5HALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, 5HALL BE LOGATED IN THE CENTER OF THE MASONRY
<br />CELL, AND 5HALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR NALL5. (A5 5HOWN ON PLANS)
<br />• ROU6H OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINT5 AT ALL IN51DE GORNER5 OF 5LAB
<br />E06E5, AND OTHER LOGATION5 WHERE 5LA5 GRAGK5 ARE LIKELY
<br />TO DEVELOP. EXACT LOGATION5 PER BUILDER.
<br />• 5AN 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 o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN 5HALL BE A5 CL05E TO 5QUARE5 A5
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION 5PEG F I GATI ON5 (TYP. U.N.O.)
<br />DE5GRIPTION OF BLD6. ELEMENT
<br />3"4.131" NAIL5
<br />3"x0.120" NAIL5
<br />J015T TO 50LE PLATE
<br />(3) TOENAIL5
<br />(3) TOENAILS*
<br />50LE PLATE TO J015TBLK'6.
<br />(3) NAIL5 o 4" o.c.
<br />(3) NAIL5 0 4" o.c.
<br />STUD TO 50LE PLATE
<br />2 TOENAIL5
<br />(3) TOENAIL511
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAIL5
<br />3 NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS o 8" o.c.
<br />TOENAIL5 o 6" o.c.*
<br />6LK'6. BTWN. J015T5 TO TOP PL.
<br />(5) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAIL5 a 24" o.c.
<br />NAIL5 0 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAIL5 o 24" o.c.
<br />NAIL5 o 16" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />q NAIL5 IN LAPPED AREA
<br />II NAIL5 IN LAPPED AREA
<br />TOP PLATE LAP o CORNER5 4
<br />INTER5ECTIN6 WALLS
<br />(2) NAIL5
<br />(2) NAIL5
<br />* 2Y2"4.113 15 AN ACCEPTABLE ALTERNATIVE TO A 3"4.120", 5AME 5PAGIN6 OR NUMBER OF
<br />NAIL5. (ONLY ACCEPTABLE WHERE ARE 5HONN)
<br />TH 15 MODEL HA5 BEEN DE516NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLOR I DA BU I LD I N6 CODE (SECTION 160q)
<br />LATERAL DE516N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND 5PEED EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND I MPORTANGE FAGTOR = 1.0
<br />INTERNAL PRESSURE GOEFE I G I ENT =
<br />ENGL05ED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT LISTED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K STRUGTURAL EN6INEERIN6.
<br />EXTERIOR 4 SHEAR JAALL
<br />SHEATHING 5PEG I P I CATI ON5
<br />INDICATE5 LOCATION AND EXTENT OF
<br />5HEARWALL NHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FASTENING 5PEGIFIGATION5 BEYOND THAT OF
<br />5TNORD CON5TRUGTION
<br />5YMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FASTENED W
<br />PI 21211x0.131 " NAIL5 @ 6" o.c. ALONG PANEL
<br />E06E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2I2"x0.131 " NAIL5 @ 3" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENT5:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED NALL5 w/ 15/32"
<br />PLYWOOD OR 055 FA5TENLll w/ 2 "x0.131" NAIL5 ® 6" O.G. AT
<br />ALL PANEL EDGES AND ® 12" O.G. AT CENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 5HALL OCCUR OVER FRAMING OR 2X
<br />BLOGKIN6 5HALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL 5TRUGTURAL PANEL5 ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 ® 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARNALL5 5HALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER W %"xO.131" NAIL5 ® I6"o.G. U5E (8)
<br />%"xO.131" NAIL5 ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. 5EE ARCHITECTURAL PRANIN65 FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR NALL5 ARE GON5I0ERED 5HEARWALL5.
<br />1. WHERE PANEL5 ARE APPLIED TO BOTH FAGE5 OF WALL,
<br />PANEL JOINT5 5HALL BE OFFSET TO FALL ON DIFFERENT
<br />FRAMING MEMBER5.
<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 />LON6 A5 THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 EDGE NAILIN6 REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE EN05 OF THE 5HEARNALL.
<br />q. ALL 5HEATHIN6 PANEL5 TO MEET U.5. PRODUCT 5TANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3% SPAN RATIN6 (MAX)
<br />10. NOTE: IF FIRE -RATED OETAIL5 ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE 5HEATHIN6 U5ED IN THE -FIRE
<br />RATED A55EMBLIE5 5HALL BE NOMINAL D/2 " THICK, APA
<br />RATED 5HEATHIN6 alb EXPOSURE 1 055 OR PLYWOOD PEi
<br />AGGORDANGE WITH THE UL DE516N5 5PEGIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONE5m
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16 Garage Door
<br />+11.1 P5F/-Iq.l P5F
<br />+11.1 P5F/-Iq.l P5F
<br />10 SOFT.
<br />+21.2 P5F/-22.01 P5F
<br />+21.4 P5F/-26.3 P5F
<br />20 5QFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 5QFT.
<br />W1.0 P5F/-20.8 P5F
<br />+Iq.O P5F/-23.q P5F
<br />100 5QFT.
<br />+16.0 P5F/-Iq.B P5F
<br />+I8.0 P5F/-22.0 P5F
<br />500 5QFT.
<br />1 +15.8 P5F/-I1.b P5F
<br />+15.8 P5F/-I1.b 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 1-16 section 2.4.1 from ultimate pressures.
<br />Divide allowable pressures dove by a factor of 0.6 to obtain ultimate
<br />pressures.
<br />ROOF FRAMIN6
<br />• 5EE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05B/PLYWOOD 5HEATHIN6 2%,
<br />EXP05URE I. FA5TEN 5HEATHIN6 TO ROOF MEMBER5 w/ 2 3/b"x0.113"
<br />RIN6 SHANK NAILS (R511;Z5-01 OR EQUIV) a 6" O.G. AT PANEL ED6E5 t
<br />® 6" O.G. IN FIELD. FA5TEN 5HEATHIN6 TO 6ABLE END 4 DRAG
<br />TRU55E5 w/ RING 5HANK NAILS A 3" O.G. (U.N.0). PROVIDE BLOCKING
<br />ALONG PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" 51YLE GLIP5 ALONG UNSUPPORTED E06E5.
<br />•
<br />ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY 5ET5. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR GLIP5 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE 5PEGIFIED BY THE TRU55
<br />MANUFACTURER, UNLE55 OTHERWI5E NOTED.
<br />• ERECT AND INSTALL ROOF TRU55E5 PER NTGA 4 TPI'S BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DWG-6. 5HALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• 5UPPORT PORGH 8 5HORT SPAN ROOF TRU55E5 w/ 2x4 LEDGER
<br />F.A5TENED TO FRAMING w/(2) 3"4.131" NAIL5 ® 16" O.G.
<br />U10L I PT CONNECTORS
<br />BEARIN6 CONDITION
<br />CONNECTOR
<br />CONNECTOR
<br />< 15'
<br />51MP50N H2.5T
<br />51NGLE ROOF TRU55 BEARING ON
<br />> 15'
<br />SIMP5ON HIOA
<br />WOOD 5TUD NALL/NOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MP50N HT520
<br />WOOD 5TUD WALL/WOOD BEAM
<br />51N6LE ROOF TRU55 OR PORCH
<br />ALL
<br />5IMP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) 51MP50N HETAI6
<br />FLUSH G.T. BR6. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 5HALL BE CONNECTED
<br />WITH CONNECTOR A5 L15TED ABOVE.
<br />IT 15 THE RE5PON5113ILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT GONNEGTOR5 PER 5EGTION 2.2 OF AN51/7I-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTOR5 IN ACCORDANCE WITH THE REQUIREMENT5 OF A5GE-1-16.
<br />ALL UPLIFT CONNEGTOR5 AND LOADS PER THI5 DRAWING 5HALL
<br />5UPER5EDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFICATION5 AND LOADS 5HONN ON THE 5HOP GARD5.
<br />LEGENO
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• M LOCATION AND EXTENT OF 5HEARWALL
<br />-.-.-.-1
<br />• I: : I EXTENT OF OVERFRAMIN6
<br />•----- - -----INDICATE5 I/8"A" SAW GUT CONTROL JOINT
<br />INDICATE5 LOCATION OF REINFORCED GMU GORE
<br />(5EE NOTES)
<br />J L METAL HANGER
<br />INDICATE5 P05T ABOVE. PROVIDE 50LID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BA5ED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERIN6 15 BA5ED ON ND5, "NATIONAL DE5161N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATE5T EDITION.
<br />• DE516N LOA05:
<br />ROOF LIVE = 20 P5F
<br />DEAD = l P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING 5TAIR5 4 DEGK5)
<br />= 30 P5F ® SLEEPING AREA5
<br />= 50 P5F ® GARAGE
<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 5PEED $ EXP05URE A5 L15TED
<br />R15K GATEC70RY II
<br />6ENERAL FRAMIN6
<br />• EXTERIOR WOOD 5TUD BEARIN6 WALL5 5HALL 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 WALL5 5HALL BE 2x 5PF OR 5YP
<br />STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 5HALL BE GON5TRUGTED WITH 2x
<br />STUD' GRADE MEMBERS 5PAGED o 16" O.G. (MAX.).
<br />• ALL NON -BEARING INTERIOR STUD NALL5 5HALL BE GON5TRUCTED
<br />WITH 2x 'STUD' GRADE MEMBERS 5PAGED o 24" O.G. (MAX).
<br />• ALL HEADERS 5HALL BE 5UPPORTED BY (1)2x JACK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF 5TU05 5PEOFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK 5TUD5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAM5 $ OTHER 5TRUCTURAL MEMBERS 5HALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR 5OUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FACE NAIL MULTI -PLY 2x BEAM5 4 HEADER5 W/ 3-ROW5 OF 3"xO.131"
<br />NAIL5 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROWS OF NAIL5 FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"x0.131" NAIL5 o l6" O.G.
<br />5TA66ERE0. APPLY NAILING FROM BOTH FAGE5 o 3-PLY OR
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />GONNEGTION5 (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR NALL5 w/ 1/16" 05B
<br />FASTENED W 2Y2"xO.131" NAIL5 ® 6" O.G. ® E06E5 4 12" O.G.
<br />GENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS.
<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.Ox►0" 6 psi
<br />• FOR 2 4 3 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"4.131" NAIL5 o 8" O/G OR 2 ROW5Y4"x3)42"
<br />51MP5ON 5D5 5GRE1^5 (OR 5142" TRU55LOK 56REN5) o 16" 0/0. U5E
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR GREATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAIL5/5GREW5 2" FROM ED6E. 50LID 3 Y2" OR 5 Y4"
<br />BEAM5 ARE ACCEPTABLE. U5E 2 ROWS OF NAIL5 FOR 2x6 $ 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREN5) ® 16" O/G. U5E A MINIMUM OF 4 ROW5 FOR BEAM DEFTH5
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE 51DE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID l" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL 5TUD5 IN GONTAGT w/ GMU WALL5 5HALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMING
<br />• I-JO15T5/TRU55E5 5HALL BE DE516NED BY MANOR TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 5HALL BE 5PEGIFIED BY I-JO15T /1RU55
<br />MANUFACTURER, UNLE55 OTHERN15E NOTED.
<br />• I-J015T/1RU55 SHOP DW65. 5HALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 5HALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND GROOVE EDGES, FASTEN
<br />5HEATHIN6 TO FRAMING MEMBERS W/ GLUE AND 3"4.131" NAIL5
<br />6" O.G. AT PANEL E06E5 $ 12" O.G. AT INTERMEDIATE 5UPPORT5.
<br />TYPIGAL STAIR GON5TRUGTION NOTE5
<br />• (5) 51N6LE PLY 2x12 5TRINGER5 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 5LAB wl (3) %," DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRINGER5 TO ADJACENT NALL5 w/ (2) 3"x0.131" NAIL5
<br />AT EACH 5TUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DEGKIN6 ON R15ER5 AND I" FLOOR DEGKIN6
<br />ON TREADS.
<br />• 5EE STAIR FRAMING 5EGTION 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 />MJT
<br />01 -2 6-21
<br />REVISIONS:
<br />date: initial:
<br />sheet:
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