|
MASONRY LINTEL A55EMBL I E5
<br />5EE 5CHEDULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />rr--T, rr--1,
<br />I MIN. (1) COURSE/BOND I+� MIN (I) COURSE/BOND
<br />I L4J I BEAM ABOVE LINTEL I LQJ I BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />z: wi_
<br />BOTTOM REINF.
<br />PRECAST LINTEL W I ,, I PRECAST LINTEL W
<br />_ EMBEDDED REINF. EMBEDDED REINF.
<br />MB- I MB-2
<br />i '+}- TOP COURSE, IF
<br />'+�- TOP COURSE, IF LQJ
<br />1 1-2 i CENT. REQ'D PER ARCH. CONT
<br />BOND BEAM
<br />PER ARCH.
<br />TOP REINF. OR CONT. P
<br />REIN. A5 REQ D
<br />BOND BEAM REIN.
<br />GROUT
<br />GROUT BOTTOM REINF.
<br />BOTTOM REIN. � PRECA5T LINTEL W
<br />EMBEDDED REIN.
<br />1 a• 1 PRECAST LINTEL w/
<br />EMBEDDED REIN.
<br />MB-3 ry M15-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORCEMENT
<br />MB-I
<br />8F8-O5/OT
<br />-----
<br />-----
<br />M8-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M13-3
<br />BFIb-IB/IT
<br />(1) #5
<br />(1) #5
<br />M15-4
<br />8RFI4-15
<br />-----
<br />I -----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W 5PAN5 GREATER THAN 14'-O" SHALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTELS A5 REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARIN6 U.N.O.
<br />4. DO NOT GUT OR MODIFY PRE5TRE55ED LINTELS.
<br />5. ALL REINFORGEMENT SHALL BE GRADE 60, fy=bO ksl
<br />b. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTEL5 ARE TO BE LOCATED 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 />5-1.5
<br />ROOF FRAMING PLAN
<br />50-1
<br />FOUNDATION DETAILS
<br />50-2
<br />5TRUGT1JRAL DETAILS
<br />PB56-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DESIGN 15 BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• FOOTIN6 DESIGN - THESE FOOTINC75 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING GAPAGITY 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 0 32" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORR0510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN GONTAGT w/ PRESERVATIVE -TREATED
<br />WOOD. CONTACT LUMBER 4 HARDWARE 5UPPLIER5 TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'C = 2,500 p51:....... FOOTIN65
<br />2,500 psi:....... 5LAB5 ON GRADE (INTERIOR $ EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE 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 FINISH GRADE.
<br />• FOOTIN65 AND 5LAB5 ON 6RADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N 501L OR GLEAN FILL GOMPAGTEO TO A q5% PROGTOR VALUE
<br />• MINIMUM LAP SPLICES ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT 0I5GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'C=3000 P51 w/ MAX 3/e" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE ASTM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 PSI). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DE516N BASED 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 SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />AL16N WITH FOOTIN6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLICE WITH FOOTIN6 DOWEL.
<br />• 6ROUT 50LID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL w/
<br />(1) #5 BAR CONT. (TYP. @ EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR 6ROUTED SOLID ON EACH 51DE OF ALL
<br />MA50NRY OPENIN65 AND AT ALL WALL 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 6-0" O.G. IN
<br />EXTERIOR WALLS. (A5 SHOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB
<br />E06E5, AND OTHER LOCATIONS WHERE SLAB CRACKS 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 o 12-0" O.G. (RECOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE A5 CL05E TO 5QUARE5 A5
<br />POSSIBLE (1:1 RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF 51-06. ELEMENT
<br />3"x0.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(3) TOENAILS
<br />(5) TOENAILS*
<br />50LE PLATE TO J0I5T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS 0 4" o.c.
<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 ® 8" o.c.
<br />TOENAILS 0 6" o.c.•
<br />BLK'6. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAIL5•
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS 0 16" O.G.
<br />DOUBLE TOP PLATE
<br />NAILS 0 24" o.C.
<br />NAILS 0 16" o.c.
<br />DOUBLE TOP PLATE LAP SPLICE
<br />q NAIL5 IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP 0 CORNERS 4
<br />INTER5EGTIN6 WALL5
<br />(2) NAILS
<br />(2) NAILS
<br />. 2Y2"x0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"x0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE ARE SHOWN)
<br />THIS MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE Ith EDITION (2020)
<br />FLORIDA BU I LD I N6 GODE (5EGTI ON 160q)
<br />LATERAL DE516N REQUIREMENTS FOR THE
<br />FOLLOWIN6 WIND SPEED � EXPOSURE ONLY:
<br />140 MPH EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.0
<br />ANY WIND 5PEED/EXPO5URE NOT L 15TED HERE
<br />REQUIRES FORMAL EVALUATION I APPROVAL
<br />FROM M+K 5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR $ SHEAR AALL
<br />SHEATHING SPECIFICATIONS
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRE5 5HEATHIN6 AND/ OR
<br />FASTENING SPECIFICATIONS BEYOND THAT OF
<br />5TNORD GON5TRUGTION
<br />SYMBOL SHEAR PANEL SPEC.
<br />15/32" PLYWOOD OR 05E3 FASTENED w/
<br />PI 2Y211x0.131" NAILS @ 6" o.G. ALONG PANEL
<br />E06E5 AND 12" o.c. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR 05B FASTENED W
<br />P3 2J/2"xO.13l" NAILS @ 3" o.(,. ALON6 PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL 5HEATHIN6 REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR 055 FASTENED w/ 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 E06E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL E06E
<br />AND FASTENING
<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 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 36"x0.131" NAILS @ I6"o.C. USE (8)
<br />36'xO.131" NAILS ® EA. LAP 5PLIGE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR WALL5 ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARGHITEGTURAL DRAWINGS FOR ADO'L WALL
<br />GON5TRUGTION REQUIREMENTS.
<br />6. ALL EXTERIOR WALL5 ARE CONSIDERED 5HEARWALL5.
<br />1. WHERE PANELS ARE APPLIED TO BOTH FAGE5 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 5HEARWALL5 50
<br />LON6 AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />5HEATHIN6 E06E NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.5. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 37,(6 5PAN RATING (MAX)
<br />10. NOTE: IF FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARGHITEGTURAL PLANS, THE 5HEATHIN6 USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL �/a" THIGK, APA
<br />RATED SHEATHING .1h EXP05URE 105E OR PLYWOOD PEf
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window a Door Alloveable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®®
<br />OPENING 51ZE
<br />INTERIOR ZONES
<br />END ZONES
<br />8' Garage Door
<br />+18.5 P5F/-20.q P5F
<br />+18.5 P5F/-20.1 P5F
<br />16' Garage Door
<br />+I1.1 P5F/-Iq.1 P5F
<br />+I1.1 P5F/-I61.1 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 P5F
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.8 P5F/-11.6 P5F
<br />+15.8 P5F/-I1.6 P5F
<br />End Zone is 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 />®Pressures Charted here are allowable pressures and have been
<br />reduced per A5GE 1-I6 section 2.4.1 from ultimate pressures. Divide
<br />allowable pressures above by a factor of 0.6 for ult. pressures.
<br />ROOF FRAM I N6
<br />• SEE ROOF TRUSS UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF SHEATHING SHALL BE 1/16" MIN. 0513/PLYWOOD 5HEATHIN6 24/6,
<br />EXP05URE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS W2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL E06E5 4
<br />0 6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO 6ABLE END 4 DRAG
<br />TRUSSES w/ RIN6 SHANK NAILS 0 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRU55 BAYS FROM GABLE 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 TRU55 BELOW w/
<br />51MP50N VTGR CLIPS 0 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'S BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 4 BRAGIN6
<br />OF METAL PLATE CONNECTED WOOD TRU55E5."
<br />• ROOF TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH 4 EN6.
<br />FOR REVIEW 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"xO.131" NAILS 0 16" O.G.
<br />UPL I r-T CONNECTORS
<br />BEARIN6 CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />51N6LE ROOF TRUSS BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF 61RDER TRU55 BEARIN6 ON
<br />ALL
<br />51MPSON HT520
<br />WOOD STUD WALL/WOOD BEAM
<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 />ALL
<br />(2) 51M1'S0N HETAI6
<br />FLUSH 6.T. BR6. ON GMU WALL
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH GONNEGTOR AS LISTED ABOVE.
<br />IT 15 THE RE51PON51BILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL OE516N STANDARDS FOR METAL PLATE GONNEGTEO WOOD
<br />TRUSS CONSTRUCTION". M4K HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN ACCORDANCE WITH THE REQUIREMENTS OF A5GE-1-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER THI5 DRAWING SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT GONNEGTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• _ _ _ BEARIN6 WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />• I: • : : I EXTENT OF OVERFRAMIN6
<br />•- ®-- ---INDICATES I/8"xl" SAW GUT GONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />SENERAL STRUCTURAL NOTES
<br />• DE516N IS BASED ON lth EDITION (2020) FLORIDA BUILDING CODE.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL OE516N
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />• OE516N 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 P5F (INGLUDIN6 STAIRS & DEGK5)
<br />= 30 P5F @ 5LEEPIN6 AREAS
<br />= 50 P5F @ 6ARA6E
<br />= 200 # POINT LOAD @ GUARDS/HANDRAILS
<br />= 50 P5F @ GUARD IN -FILL COMPONENTS
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXP05URE A5 LISTED
<br />RI5K GATE60RY 11
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS 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 WALL5 SHALL BE 2x 5PF OR 5YP
<br />'STUD' GRADE LUMBER 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />STUD' 6RADE MEMBERS SPACED 0 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 JAGK STUD 4 (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATE5 THE
<br />NUMBER OF JACK 5TUO5 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER 5TRUGTURAL 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 $ HEADERS W/ 3-ROW5 OF 3"x0.131"
<br />NAILS 0 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES
<br />3-PLY OR MORE GONDITION5. UTILIZE 2 ROW5 OF NAILS FOR 2x6 4
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x POSTS W/ 3"x0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAI L I N6 FROM BOTH FACES ® 3-PLY OR
<br />MORE GONOITION5.
<br />• REFER TO CONNECTION 5PEGIFIGATION5 TABLE FOR ALL
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR WALL5 w/ 1/16" 055
<br />FASTENED w/ 2,V2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL E06E5. TYPIGAL U.N.O. ON THE PLANS.
<br />• PROVIDE 50LID BLOGKIN6 IN FLOOR SYSTEM UNDER ALL POSTS
<br />GONTINUOU5 TO FOUNOATION/BEARIN6.
<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=2.0x10"6 psi
<br />. FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"4.131" NAILS a 8" O/G OR 2 ROW5Y4"x3Y2"
<br />SIMP50N SOS 5GREW5 (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 FACES FOR 3-PLY CONDITION. LOCATE
<br />TOP 4 BOTTOM NAILS/5GREW5 2" FROM E06E. 50LID 3Y2" OR 54"
<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 T06ETHER
<br />WITH 3 ROWS OF Y4"x6" 51MP50N 505 5GREW5 (OR 6 3/4" TRU55LOK
<br />5GREW5) ® 16" OIG. 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 1" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LON6
<br />TAPGON5 o 24" O.G.
<br />FLOOR FRAMING
<br />• I-J0I5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HAN6ER5 SHALL BE SPEGIFIED BY I -JOIST /TRU55
<br />MANUFACTURER, UNLE55 OTHERWISE NOTED.
<br />• I-JOI5T/TRU55 SHOP DW65. SHALL BE SUBMITTED TO ARCH. 4 EN6.
<br />FOR REVIEW 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 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS W/ 6LUE AND 3"x0.131" NAILS
<br />b" O.G. AT PANEL E06E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR GON5TRUCTION NOTE5
<br />• (3) SINGLE 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 EAGH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO GONGRETE SLAB w/ (3) 3/b" DIA. x 3 Y2"
<br />LONG TAPGON5.
<br />• FASTEN END 5TRINGER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR OEGKIN6 ON RISERS AND I" FLOOR DEGKIN5
<br />ON TREADS.
<br />• SEE STAIR FRAMIN6 SECTION FOR MORE INFO.
<br />seal:
<br />,
<br />No 77824
<br />= .0;
<br />STATE OF ; W
<br />o • , kf
<br />i ,�
<br />,ONAR `
<br />© copyright: 461" Alldo\\
<br />Structural Engineering, Inc.
<br />0CM
<br />z
<br />JLU
<br />W
<br />w
<br />z
<br />z
<br />uJ
<br />J
<br />a
<br />Z
<br />U
<br />W�
<br />JH
<br />z
<br />W
<br />NA
<br />W
<br />IF
<br />M&K project number:
<br />068-200 1 1
<br />project mgr:
<br />drawn by:
<br />issue date:
<br />.JSB
<br />BC
<br />07-02-2 1
<br />REVISIONS:
<br />date: initial:
<br />sheet:
<br />'Q
<br />0
<br />i
<br />LL
<br />z
<br />x
<br />a
<br />(n
<br />'<
<br />W
<br />T'Q
<br />Lo
<br />V
<br />N U?
<br />0 ?
<br />j ..j
<br />SW0.0
<br />
|