|
r)
<br />e)
<br />MA50NR`I' LINTEL A55EMEIL I E5
<br />5EE 5GHEDUL.E AND 51PE6IFICATION5 FOR ADD'L INFO
<br />1 1 I I rl I I
<br />1 L4� MIN. (1) GOVRSE/BOND I LQ�+-�- MIN. (U GOUKSE/BOND
<br />BEAM ABOVE LINTEL i qAi*
<br />i BE
<br />ABOVE LINK
<br />6ROJT GROUT
<br />BOTTOM REINF,
<br />PRECAST LINTEL W I PRECAST LINTEL W
<br />MB EMBEDDED REINF. MB EMBEDDED REINF.
<br />r r TOP COURSE, IF
<br />1 1 14 - TOP COURSE, IF L 4�
<br />in I L4� i REQ D PER ARCH.
<br />1 1 REQ D PER ARCH.
<br />L----J
<br />TOP REINF. OR GONT. GONT. BOND BEAM
<br />BOND BEAM REINF. REINF. AS REQ'D
<br />GROUT
<br />6ROUT • BOTTOM REINF.
<br />BOTTOM REINF. - PRECAST LINTEL H/
<br />PRECAST
<br />EMBEDDED REINF.
<br />,L EMBEDDED REIN REINF..
<br />-Ir
<br />MB-3 N MB-4
<br />MA5ONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORCEMENT
<br />M13-1
<br />8F8-OB/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M13-3
<br />8FIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M13-4
<br />8RF14-IB
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T CO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTE5:
<br />I. ALL LINTELS w/ 5PAN5 GREATER THAN 14'-O" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS 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 6RADE 60, f y=60 ksl
<br />(q. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY ABOVE THE OPENIN6 BELOW
<br />5HEET L 15T INDEX
<br />SHEET DESCRIPTION
<br />SHEET TITLE
<br />5-0.0
<br />STRUCTURAL NOTES
<br />F-1.0
<br />5LAB PLAN
<br />F-2.0
<br />BLOCK PLAN
<br />5-1.3
<br />ROOF FRAMING PLAN
<br />SD -I
<br />FOUNDATION DETAILS
<br />5D-2
<br />5TRUGTURAL DETAILS
<br />PB5B-I
<br />STRUCTURAL DETAILS
<br />GENERAL 5TRUGTURAL NOTES
<br />FOUNDATION
<br />DESIGN 15 BASED ON -Ith 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 MA50NRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALL5 TO SLAB WITH Y4" DIA. x 23/4" LONG
<br />TAPGON5 ® 32" o.G. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />` BUILDER TO VERIFY GORRO5ION-RE515TANGE COMPATIBILITY OF
<br />HARDWARE d FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER $ HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE STREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 psi: ....... FOOTIN65
<br />2,500 p5i:....... 5LAB5 ON 6RADE (INTERIOR d EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXP05EP 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 GOMPAGTED TO A q5% PROGTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOK5 SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 w/ MAX 3/8" A66RE6AT E
<br />• GONGRETE MA50NRY UNITS SHALL BE ASTM Gq0 WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF I6100 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE S. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (AS INDICATED ON PLAN) SHALL
<br />El BE REINFORCED W/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLIGE WITH FOOTIN6 DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU CELLS AND BOND BEAMS
<br />• ALL BOND BEAMS 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 OPENIN65 AND AT ALL MALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOGATED IN THE CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALLS. (AS SHOWN ON PLANS)
<br />• ROU6H OPENINC75 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOGATION5 WHERE SLAB GRAGK5 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 />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I � I CATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF 51-06. ELEMENT
<br />3"x0.131" NAILS
<br />3'W.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL51'
<br />50LE PLATE TO JOI5T/BLK'6.
<br />(5) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.G.
<br />STUD TO SOLE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />(3) NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS 0 8" o.c.
<br />TOENAILS 0 6" o.c.*
<br />BLK'6. BTWN. J015T5 TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS o 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" o.G.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS d
<br />INTER5EGTIN6 HALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"xO.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />THI5 MODEL HAS BEEN DESIGNED IN
<br />ACGORDANGE WITH THE 1h EDITION (2020)
<br />FLORIDA BUILDING CODE (5EGTION 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWING WIND SPEED � EXPOSURE ONLY:
<br />40 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 LISTED HERE
<br />REQUIRES FORMAL EVALUATION � APPROVAL
<br />FROM M+K 5TRUGTURAL ENGINEERING.
<br />EXTERIOR 4 5HEAR HALL
<br />SHEATHING SPEC I F I GAT I ON5
<br />INDIGATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 SPECIFICATIONS BEYOND THAT OF
<br />STNDRD GON5TRUGTION
<br />SYMBOL
<br />SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI
<br />2y2"x0.131" NAILS @ 6" o.G. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05E3 FASTENED W/
<br />P3
<br />2J/2"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 WALLS W/ 15/32"
<br />PLYWOOD OR 05B FASTENED w/ 2 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 OCCUR OVER FRAMIN6 OR 2X
<br />BLOGKING SHALL ESE PROVIDED TO SUPPORT PANEL ED6E
<br />AND FA5TENIN6
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ Ir1"o.G. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 3Y2"x0.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"x0.131" NAILS ® EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALLS
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 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 OPENIN65 ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALLS 50
<br />LON6 AS 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 32/(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 A55EMBLI;e5 SHALL BE NOMINAL 2" THIGK, APA
<br />RATED 5HEATHIN6 �b EXP05URE I OSB OR PLYWOOD PER
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 IN
<br />ACCORDANCE WITH THE UL DE516N5 SPECIFIED.
<br />Window 4 Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENIN6 SIZE
<br />INTERIOR ZONES
<br />END ZONES
<br />5' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.q P5F
<br />16Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-Iq.1 PSF
<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 />+I61.0 P5F/-23.q P5F
<br />100 SOFT.
<br />+15.0 P5F/-Iq.8 P5F
<br />+18.0 P5F/-22.0 PSF
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />(DEnd Zone i5 defined o5 the Smaller of 10% of least horiz. dim. or 40%
<br />OF mean roof height.
<br />0Pre55ure5 have been derived from 2020 FBG Table R301.2(2).
<br />3Pre55ureS charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 1-16 Section 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55urec- above by o factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT GONNEGTOR SCHEDULE FOR ALL ROOF
<br />TRU55 CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 056/PLYWOOD 5HEATHIN6 24/6,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R51IRS-01 OR EQUIV.) 0 6" O.G. AT PANEL E06E5 d
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END $ DRA6
<br />TRUSSES w/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL E06E5 AT FIRST 2 TRU55 BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALONG UNSUPPORTED ED6E5.
<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 />51MP50N VTGR GLIP5 o 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• EREGT AND INSTALL ROOF TRU55E5 PER WTGA 8 TPI'S BG51 I
<br />GUIDE TO 600D PRAGTIGE FOR HANDLING, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP DW65. SHALL BE SUBMITTED TO ARCH $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH 4 SHORT SPAN ROOF TRUS5E5 w/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 w/(2) 3"x0.131" NAILS o 16" O.G.
<br />UIOL I FT CONNECTORS
<br />BEARING CONDITION
<br />TRUSS
<br />CONNECTOR
<br />LEN6TH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRU55 BEARIN6 ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRU55 OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE EN61NEER OF REGORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />GONNEGTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT CONNECTORS AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFAGTURER'5 UPLIFT CONNECTOR I
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP GAR05. I
<br />LEGEND
<br />• nTTTTTrTrrn INTERIOR BEARIN6 WALL
<br />• _ _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />EXTENT OF OVERFRAMIN6
<br />L J
<br />• -- INDIGATES I/8"A" 5AW GUT CONTROL JOINT
<br />M
<br />INDIGATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTE5)
<br />J L METAL HANGER
<br />INDIGATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL 5TRUGTURAL NOTES
<br />• DE516N 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON ND5, "NATIONAL DE516N
<br />SPEGIFIGATION FOR WOOD GON5TRUGTION" - 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 $ DEGK5)
<br />= 30 PSF @ 5LEEPIN6 AREAS
<br />= 50 P5F ® 6ARA6E
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 PSF TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED d EXP05URE AS L15TEP
<br />RISK GATE60RY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF#2 OR
<br />5YP#2 @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARING HALLS SHALL BE 2x 5PF OR 5YP
<br />'STUD' 6RADE LUMBER ® I6" 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 -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />WITH 2x '5TUD' 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 5TUD5 SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TUD5 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 d HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 i
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS W/ 3"4.131" NAILS o 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 />GONNECTION5 (TYP. U.N.O. ON PLANS).
<br />• SHEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/16" 05B
<br />FASTENED w/ 2V2"x0.131" NAILS ® 6" O.G. @ ED6E5 1 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 />GONTINUOU5 TO FOUNDATION/13EARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 psi; Fv=310 psi; E=1.55x10^b psi
<br />• LVL - Fb=2600 psi; Fv=285 psi; E=2.Ox10A9 psi
<br />• FOR 2 d 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROWS OF 3x0.131" NAILS o 8" OIG OR 2 ROWS Y4"x3Y2"
<br />51MP50N 5D5 5CREW5 (OR 3Y2" TRU55LOK 5GREW5) a 16" OIG. USE
<br />A MINIMUM OF 3 ROW5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FA5TENIN6 AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAIL5/5GREW5 2" FROM E06E. 50LID 3Y2" OR 5Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 ROW5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OFY4"xb" 51MP50N 5D5 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) 0 16" OIG. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FA5TENIN6 AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5). LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM ED6E. A 50LID 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED W/Y4" DIA. X 4" LONG
<br />TAPGON5 0 24" O.G.
<br />FLOOR FRAMIN6
<br />• I-JOI5T5/TRU55E5 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-JO15T /TRUSS
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOIST/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. $ EN6.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRIGATION OR DELIVERY
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" GONFORMIN6 TO P52-04,
<br />24" O.G., EXP05URE I, TONGUE AND 6ROOVE ED6E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS
<br />6" O.G. AT PANEL E06E5 d 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUGTION NOTES
<br />• (3) 51N6LE PLY 2x12 5TRIN6ERS 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 STRINGER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) 3/b" DIA. x 3 YY
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT WALL5 W/ (2) 3"x0.131" 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 5EGTION FOR MORE INFO.
<br />/��6 711116 `
<br />tJ copyrightWER063uLZ022
<br />Structural Engineering, Inc
<br />Z
<br />J�
<br />w
<br />w
<br />z
<br />cm
<br />Z
<br />w
<br />aa.
<br />J
<br />Z=
<br />.o
<br />A
<br />r
<br />C E
<br />W cn
<br />•� a'
<br />Q
<br />Jz
<br />W�
<br />IW
<br />Y
<br />2
<br />-
<br />y
<br />W
<br />m
<br />C N
<br />=
<br />CM CL
<br />IV
<br />rM&Kect number:
<br />068-2001 1
<br />project mgr: ,J S B
<br />drawn by: BC
<br />issue date: 09-1 3-2 1
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />F�Ui
<br />t
<br />cz•ft4l
<br />Q" q
<br />cu
<br />SM0.0
<br />
|