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fr
<br />fri
<br />MABONRY LINTEL A55EMBL I E5
<br />5EE 5GHEOULE AND 5PEGIFIGATION5 FOR ADD'L INFO
<br />MIN. (1) GOURSE/BOND i + ►- MIN. (1) GOUR5E/BOND
<br />LQJ 1 BEAM ABOVE LINTEL I LQJ i BEAM ABOVE LINTEL
<br />GROUT GROUT
<br />BOTTOM REINF.
<br />a. I PREGA5T LINTEL W I Q� I PREGA5T LINTEL w/
<br />EMBEDDED REINF. #� EMBEDDED REINF.
<br />MB- I o MB-2
<br />rr---T
<br />1 i '+a- TOP GWfZ1E, IF
<br />TOP GOUR5E, IF I L4J I
<br />to I L4J i i i REOV PER ARCH.
<br />v i i REOV PER ARCH.
<br />r" TOP REINF. OR GONT, GONT. BOND BEAM
<br />BOND BEAM REINF. z REINF. AS REOV
<br />GRO)T
<br />6ROUf BOTTOM REINF.
<br />BOTTOM REINF. 7
<br />a PREGA5T LINTEL W
<br />EMBEDDED REINF.
<br />I a 1 PREGA5T LINTEL W
<br /># �-# EMBEDDED REINF.
<br />MB-3 ry MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORGEMENT
<br />MARK
<br />DE516NATION
<br />TOP
<br />BOTTOM
<br />5HEAR REINFORGEMENT
<br />MB-1
<br />8F8-013/OT
<br />-----
<br />-----
<br />MB-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />M5-3
<br />8FI6-I8/IT
<br />(1) #5
<br />(1) #5
<br />MB-4
<br />8RF14-16
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFAGTURER5 ARE: GA5T-GRETE, QUALITY PREGA5T GO.,
<br />AND LOTT'5 CONCRETE.
<br />NOTES:
<br />I. ALL LINTEL5 W SPANS 6REATER THAN 14'-0" 5HALL BE PRE5TRE55ED.
<br />2. 5HORE FILLED LINTEL5 A5 REQURIED.
<br />3. ALL LINTEL5 5HALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. Do NOT GUT OR MODIFY PRE5TRE55ED LINTEL5.
<br />5. ALL REINFORCEMENT 5HALL BE 6RADE 60, f y=60 k5i
<br />6. ALL LINTELS 5PEGIFIED ON PLAN ARE MINIMUM 51ZE REQUIRED BY DE516N.
<br />7. ALL LINTEL5 ARE TO BE LOCATED DIRECTLY ABOVE THE OPENING BELOW
<br />5HEET L 15T 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 />5-1.2
<br />2ND FLOOR FRAMIN6 PLAN
<br />5-1.3
<br />ROOF FRAMIN6 PLAN
<br />5D-1
<br />FOUNDATION DETAILS
<br />5D-2
<br />STRUCTURAL DETAILS
<br />5D-3
<br />5TRUCTURAL DETAILS
<br />PB5B-I
<br />5TRUGTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODS.
<br />• FOOTING DE516N - THESE FOOTIN65 HAVE BEEN ENGINEERED FOR A
<br />MINIMUM ALLOWABLE 501L BEARING CAPACITY OF 1,500 P5F.
<br />• ALL LUMBER EXPOSED TO WEATHER OR IN GONTAGT H/ CONCRETE
<br />OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED
<br />SOUTHERN PINE #2.
<br />• FASTEN PARTITION WALLS TO SLAB WITH Y4" DIA. x 25/4" LONG
<br />TAPGON5 0 52" o.c. MAX. WITH A MINIMUM OF 2 TAPGON5 PER
<br />PLATE, 12" MAX. FROM PLATE ENDS.
<br />• BUILDER TO VERIFY GORRO51ON-RESI5TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN GONTAGT N/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• GONGRETE DE516N BASED ON AGI 318. GONGRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRES51VE 5TREN6TH5 IN 28 DAYS,
<br />U.N.O.:
<br />f'c = 2,500 p51: ....... FOOTIN65
<br />2,500 p5i:....... SLAB5 ON 6RADE (INTERIOR 4 EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL GONGRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55
<br />THAN 5% OR MORE THAN 7% AIR ENTRAINMENT.
<br />• ALL FOOTIN65 SHALL BEAR AT LEAST 12" BELOW FINISH 6RADE.
<br />• FOOTIN65 AND SLABS ON GRADE SHALL BEAR ON GLEAN, FIRM
<br />VIR61N SOIL OR GLEAN FILL GOMPAGTED TO A q5% PROCTOR VALUE
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT D15GONTIN0005 END OF REINF.
<br />• GROUT SHALL BE A5TM G416 F'c=3000 P51 N/ MAX 3/8" A66RE6ATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE 5TREN6TH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G270, TYPE S. GMU DE516N BASED ON
<br />AGI 530/530.1
<br />• REINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />El BE REINFORCED N/ (1) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP NALL AND SHALL
<br />AL 16N WITH FOOTI N6 DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLIGE WITH FOOTIN6 DOWEL.
<br />• 6ROUT SOLID ALL REINFORCED GMU GELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" CONT. FULL LENGTH OF WALL N/
<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 CORNERS.
<br />• VERTICAL REINFORGEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MASONRY
<br />CELL, AND SHALL BE LOGATED AT A MAXIMUM OF 8'-O" O.G. IN
<br />EXTERIOR WALLS. (A5 SHOWN ON PLANS)
<br />• ROU6H OPENIN65 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 />• JOINT5 SHALL BE LOGATED ® 12'-0" O.G. (REGOMMENDED) OR
<br />15-0" O.G. (MAXIMUM)
<br />• JOINT GRID PATTERN SHALL BE AS GL05E TO SQUARES AS
<br />P0551BLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPEC I � I GATI ON5 (TYP. U.N.O.)
<br />DESCRIPTION OF BLD6. ELEMENT
<br />3"xO.131" NAILS
<br />3"xO.120" NAILS
<br />J015T TO 50LE PLATE
<br />(5) TOENAILS
<br />(3) TOENAIL5*
<br />SOLE PLATE TO JOI5T/BLK'6.
<br />(3) NAILS 0 4" o.c.
<br />(3) NAILS @ 4" o.c.
<br />STUD TO SOLE PLATE
<br />(2) TOENAILS
<br />(5) TOENAIL5•
<br />TOP OR 50LE PLATE TO STUD
<br />2 NAILS
<br />(3) NAIL5
<br />RIM TO TOP PLATE
<br />TOENAILS @ 8" o.c.
<br />TOENAILS @ 6" o.c.•
<br />BLK'6. BTHN. J015T5 TO TOP PL.
<br />(5) TOENAILS
<br />(5) TOENAILS*
<br />DOUBLE STUD
<br />NAILS 0 24" o.c.
<br />NAILS ® 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS ® 24" o.c.
<br />NAILS @ 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 0 GORNER5 4
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />• 2VY 0.113 15 AN AGGEPTABLE ALTERNATIVE TO A 3"0.120", SAME 5PAGIN6 OR NUMBER OF
<br />NAILS. (ONLY AGGEPTABLE WHERE * ARE SHOWN)
<br />THIS MODEL HAS BEEN DES16NED IN
<br />AGGORDANGE WITH THE 7th EDITION (2020)
<br />FLORIDA BUILDING GODS (SEGTION 160q)
<br />LATERAL DE516N REOU I REMENTS FOR THE
<br />FOLLOWING WIND SPEED � EXPOSURE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR = 1.0
<br />INTERNAL PRE55URE COEFFICIENT =
<br />ENCLOSED/ +/- 0.18
<br />ANY WIND SPEED/EXP05URE NOT LISTED HERE
<br />REGU I RE5 FORMAL EVALUATION 4 APPROVAL
<br />FROM M+K STRUGTURAL ENO I NEERI N6.
<br />EXTERIOR $ SHEAR WALL
<br />SHEATHING 5PEG I F I GAT I ON5
<br />INDICATES LOCATION AND EXTENT OF
<br />5HEARHALL WHIGH REQUIRES 5HEATHIN6 AND/ OR
<br />FA5TENIN6 5PEGIFIGATION5 BEYOND THAT OF
<br />STNDRD CONSTRUCTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/52" PLYWOOD OR 05B FASTENED W
<br />PI 2Y2 11 xO.131 NAILS ©6 o.G. ALONG PANEL
<br />ED6E5 AND 12" o.G. IN THE PANEL FIELD.
<br />15/32" PLYWOOD OR OSB FASTENED W
<br />P3 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 WALLS N/ 15/32"
<br />PLYWOOD OR 05B FASTENED N/ 2)'2"xO.131" NAILS ® 6" O.G. AT
<br />ALL PANEL ED6E5 AND @ 12" O.G. AT GENTER. (U.N.O. ON PLANS)
<br />I. ALL PANEL ED6E5 SHALL OGGUR OVER FRAMIN6 OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING-
<br />2. ALL 5TRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMIN6 @ 16"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL 5HEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED T06ETHER N/ 3Y2"xO.131" NAILS @ 16"o.c. USE (8)
<br />3Y2"xO.131" NAILS @ EA. LAP SPLICE. (TYP. U.N.0)
<br />4. LATERAL ANALY515 A55UME5 ALL INTERIOR 5HEARHALL5
<br />AND EXTERIOR WALLS ARE CONTINUOUS SHEATHED ABOVE
<br />AND BELOW OPENIN65.
<br />5. SEE ARCHITECTURAL DRAWINGS FOR ADD'L WALL
<br />GON5TRUGTION REQUIREMENT5.
<br />6. ALL EXTERIOR HALLS ARE GON51DERED 5HEARWALLS.
<br />7. 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" HIDE 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 OGGUR 16" MINIMUM
<br />FROM THE ENDS OF THE SHEARNALL.
<br />q. ALL 5HEATHIN6 PANELS TO MEET U.S. PRODUCT STANDARD
<br />P51 OR P52, OR APA PRP-108 WITH 3%, SPAN RATIN6 (MAX)
<br />10. NOTE: 1F FIRE -RATED DETAILS ARE REQUIRED BY THE
<br />ARCHITECTURAL PLANS, THE SHEATHING USED IN THE -FIRE
<br />RATED ASSEMBLIES SHALL BE NOMINAL %2" THICK, APA
<br />RATED 5HEATHIN6 3% EXP05URE I 05B OR PLYWOOD PEI
<br />U.S. PRODUCT STANDARD P51 OR P52, OR APA PRP-108 It
<br />AGGORDANGE WITH THE UL DE516N5 SPECIFIED.
<br />Window � Door Allowable Wind Pre55ure5
<br />140 MPH Wind Zone Ex o5ure B®°
<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.g P5F
<br />16Garage Door
<br />+11.1 P5F/-Iq.7 P5F
<br />+11.1 P5F/-Iq.7 P5F
<br />10 SOFT.
<br />+21.2 PSF/-22.q P5F
<br />+21.4 P5F/-28.3 P5F
<br />20 SOFT.
<br />+20.2 PSF/-22.0 P5F
<br />+20.2 P5F/-26.4 P5F
<br />50 SOFT.
<br />+Ig.O P5F/-20.8 P5F
<br />+Ig.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 />+15.5 P5F/-17.6 P5F
<br />+15.8 P5F/-17.6 P5F
<br />(DEnd Zone i5 defined a5 the Smaller of 10% of lea5t horiz. dim. or 40%
<br />of mean roof height.
<br />©Pre5sure5 have been derived from 2020 FBG Table R301.2(2).
<br />©Pressures Charted here are allowable pre55ure5 and have been
<br />reduced per A5GE 7-16 5ection 2.4.1 from ultimate pre55ure5. Divide
<br />allowable pre55ure5 above by a factor of 0.6 for ult. pre55ure5.
<br />ROOF FRAMIN6
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR 5GHEDULE FOR ALL ROOF
<br />TRU55 GONNEGTOR5.
<br />• ROOF 5HEATHIN6 SHALL BE 1/16" MIN. 05WIPLYHOOD 5HEATHIN6 24/6,
<br />EXPOSURE I. FASTEN 5HEATHIN6 TO ROOF MEMBERS N/ 2 3/8"x0.113"
<br />RIN6 SHANK NAILS (R5R5-01 OR EQUIV.) ® 6" O.G. AT PANEL EDGES
<br />6" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRA6
<br />TRUSSES N/ RING SHANK NAILS ® 3" O.G. (U.N.O.). PROVIDE BLOGKIN6
<br />ALON6 PANEL ED6E5 AT FIRST 2 TRUSS BAYS FROM 6ABLE END.
<br />PROVIDE "H" STYLE GLIP5 ALON6 UNSUPPORTED EDGES.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />GONTINUOU5LY UNDER ALL OVERFRAMIN6.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW N/
<br />SIMPSON VTGR GLIP5 0 24" O.G.
<br />• ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER HTGA $ TPI'S BG51 I
<br />GUIDE TO GOOD PRAGTIGE FOR HANDLIN6, IN5TALLIN6 $ BRAGIN6
<br />OF METAL PLATE GONNEGTED WOOD TRUSSES."
<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 $ SHORT SPAN ROOF TRU55E5 N/ 2x4 LED6ER
<br />FASTENED TO FRAMIN6 N/(2) 3"xO.131" NAILS ® 16" O.G.
<br />UPLIFT 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 WALL/WOOD BEAM
<br />ROOF GIRDER TRU55 BEARING ON
<br />WOOD STUD WALL/WOOD BEAM
<br />ALL
<br />51MP50N HT520
<br />SINGLE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETA16
<br />BEAM BEARIN6 ON GMU WALL
<br />ROOF 6.T., FLUSH BEAM OR
<br />FLUSH G.T. BR6. ON GMU HALL
<br />ALL
<br />(2) 51MP50N HETAI6
<br />ALL BEARIN6 POINTS OF EACH ROOF TRU55 SHALL BE GONNEGTED
<br />WITH GONNEGTOR AS L15TED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE5161\1
<br />THE UPLIFT CONNECTORS PER SECTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DE516N STANDARDS FOR METAL PLATE GONNECTED WOOD
<br />TRUSS CONSTRUCTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A5GE-7-16.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAHIN6 SHALL
<br />SUPERSEDE THE TRU55 MANUFACTURER'S UPLIFT CONNECTOR
<br />SPECIFICATIONS AND LOADS SHOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARIN6 WALL
<br />• - - - BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• - - - LOCATION AND EXTENT OF 5HEARHALL
<br />EXTENT OF OVERFRAMIN6
<br />•------ ..__ ---- -I ND ICATE5 I /8 "x l " SAW GUT CONTROL JOINT
<br />INDICATES LOCATION OF REINFORCED GMU GORE
<br />(SEE NOTES)
<br />J L METAL HAN6ER
<br />INDICATES P05T ABOVE. PROVIDE SOLID
<br />BLOGKIN6 UNDER P05T OR JAMB ABOVE.
<br />HOL00AN / STRAP SCHEDULE
<br />SYMBOL
<br />5PEGIFIGATION
<br />FASTEN BUILT-UP POSTS 5UPPORTIN6 ROOF 61. TO
<br />GMU NALL N/ (1) 51MP50N M5TGM40 STRAP N/ (12) Y4"
<br />5T-I DIA x V4" LONG TAPGON5 INTO GMU. DE516N ACCOUNTS
<br />FOR REDUCED STRAP GAP. FOR SHORTER TAPGON5.
<br />(USE ONE STRAP TOTAL PER BUILT-UP POST, U.N.O.)
<br />GENERAL STRUCTURAL NOTES
<br />• DE516N 15 BASED ON 7th EDITION (2020) FLORIDA BUILDIN6 GODS.
<br />• WOOD FRAME ENGINEERING 15 BASED ON NOS, "NATIONAL DE516N
<br />5PEGIFIGATION FOR WOOD GON5TRUGTION" - LATEST EDITION.
<br />• DE516N LOADS:
<br />ROOF LIVE = 20 P5F
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 PSF (INGLUDIN6 STAIRS 4 DEGK5)
<br />= 30 P5F @ SLEEPING AREAS
<br />= 50 P5F @ 6ARA6E
<br />200 # POINT LOAD ® GUARDS/HANDRAILS
<br />= 50 P5F @ 6UARD IN -FILL GOMPONENT5
<br />DEAD = 10 P5F (20 P5F TOTAL @ TILE)
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />RI5K GATEGORY II
<br />GENERAL FRAMIN6
<br />• EXTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 0 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• INTERIOR WOOD STUD BEARIN6 WALLS SHALL BE 2x 5PF OR 5YP
<br />STUD' 6RADE LUMBER @ 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />• ALL INTERIOR 5HEARHALL5 SHALL BE GON5TRUGTED WITH 2x
<br />'STUD' GRADE MEMBERS SPAGED @ 16" O.G. (MAX.).
<br />• ALL NON-BEARIN6 INTERIOR STUD HALLS SHALL BE GON5TRUGTED
<br />WITH 2x 'STUD' 6RADE MEMBERS SPACED ® 24" O.G. (MAX.).
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JAGK STUD $ (1)2x
<br />KING STUD, MINIMUM.
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK STUDS REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS $ OTHER 5TRUCTURAL MEMBERS SHALL BE
<br />5PRUGE-PINE-FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED).
<br />• FAGE NAIL MULTI -PLY 2x BEAM5 4 HEADERS N/ 3-RON5 OF 3"0.131"
<br />NAILS ® 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FAGE5
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROWS OF NAILS FOR 2x6 $
<br />2x8 MEMBERS.
<br />• FAGE NAIL BUILT UP 2x POSTS H/ 3"0.131" NAILS ® 16" O.G.
<br />5TA66ERED. APPLY NAILING FROM BOTH FACES ® 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 HOOD FRAMED EXTERIOR HALLS N/ 7/16" 0513
<br />FASTENED N/ 2'2"xO.131" NAILS @ 6" O.G. @ ED6E5 $ 12" O.G.
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x 13LOGKIN6 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/BEARIN6.
<br />• ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING:
<br />• L5L - Fb=2325 p5i; Fv=310 p5i; E=1.55x10A6 p5i
<br />• LVL - Fb=2600 p5i; Fv=285 p5i; E=2.0x10^6 p5i
<br />• FOR 2 4 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />WITH 3 ROW5 OF 3"xO.131" NAILS @ 8" O/C OR 2 ROH5 Y4"x3Y2"
<br />51MP50N 51)5 5GREH5 (OR 3Y2" TRU55LOK SGREW5) ® 16" O/G. USE
<br />A MINIMUM OF 3 ROH5 FOR BEAM DEPTHS OF 14" OR 6REATER.
<br />APPLY FASTENING AT BOTH FAGE5 FOR 3-PLY CONDITION. LOCATE
<br />TOP $ BOTTOM NAILS/5GREH5 2" FROM EDGE. 50LID 3 Y2" OR 5 Y4"
<br />BEAMS ARE AGGEPTABLE. USE 2 RON5 OF NAILS FOR 2x6 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAM5 OF EQUAL WIDTH, FASTEN PLIES T06ETHER
<br />KITH 3 ROW5 OFY4"x6" 51MP50N 505 5GREH5 (OR 6 3/4" TRU55LOK
<br />5GREN5) ® 16" O/G. USE A MINIMUM OF 4 ROWS FOR BEAM DEPTHS
<br />OF 14" OR 61REATER. APPLY FA5TENIN6 AT BOTH FAGE5 (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREH5). LOCATE TOP AND BOTTOM 5GREH5
<br />2" FROM ED6E. A 50LID 7" BEAM 15 AGGEPTABLE.
<br />• ALL INTERIOR HALL 5TUD5 IN CONTACT N/ GMU WALL5 SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED NlY4" DIA. X 4" LONG
<br />TAPGON5 ® 24" O.G.
<br />FLOOR FRAMIN6
<br />• 1-JOI5T5/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 -JO I5T [TRU55
<br />MANUFACTURER, UNLESS 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., EXPOSURE I, TON6UE AND 6ROOVE E06E5, FASTEN
<br />5HEATHIN6 TO FRAMIN6 MEMBERS H/ GLUE AND 3"x0.13l" NAILS
<br />b" O.G. AT PANEL ED6E5 4 12" O.G. AT INTERMEDIATE SUPPORTS.
<br />TYPICAL STAIR CONSTRUCTION NOTES
<br />• (5) 51N6LE PLY 2x12 5TRN6ER5 FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2x6 P.T. PLATE AT BOTTOM N/
<br />(1) 51MP50N A35 CLIP AT EACH 5TRIN6ER.
<br />• FASTEN 2x6 P.T. PLATE TO CONCRETE SLAB N/ (3) 3/b" DIA. x 3 Y2"
<br />LON6 TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALL5 N/ (2) 3"xO.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.
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<br />project mgr: JSB
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<br />issue date: 1 O-'04-2 1
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