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MASONRY LINTEL ASSEMBLIES
<br />5EE 56HEDULE AND 5PECIFIGATION5 FOR ADD'L INFO
<br />-- BOTTOM REINP.
<br />PRECAST LINTEL W PRECAST LINTEL W
<br />EMBEDDED REINF. � I I EMBEDDED REINF.
<br />MB-1 MB-2
<br />m�
<br />-
<br />TOP REINP. OR CONT.
<br />CONT. BOND BEAM
<br />BOND BEAM REW
<br />_ =
<br />REINF. AS REa'D
<br />-
<br />_
<br />GROUT
<br />_
<br />4i
<br />_
<br />6ROIJr
<br />BOTTOM REINF.
<br />-' --
<br />`
<br />BOTTOM REINF.
<br />--
<br />...
<br />-
<br />PREGAST LINTEL W
<br />PRECAST LINTEL w/
<br />EMBEDDED REINF.
<br />EMBEDDED REINF.
<br />MB-3
<br />MB-4
<br />MASONRY LINTEL DETAILS
<br />REINFORCEMENT
<br />MARK
<br />DE5I67NATION
<br />TOP
<br />BOTTOM
<br />SHEAR REINFORGEMENT
<br />MB-1
<br />8F8-OB/OT
<br />----
<br />-----
<br />M13-2
<br />8F8-IB/OT
<br />-----
<br />(1) #5
<br />MB-3
<br />8FI6-I13/IT
<br />(1) #5
<br />(1) #5
<br />MB 4
<br />5RF14-15
<br />-----
<br />-----
<br />APPROVED LINTEL MANUFACTURERS ARE: GA5T-GRETE, QUALITY PRECAST CO.,
<br />AND LOTT'S CONCRETE.
<br />NOTES:
<br />I. ALL LINTELS W SPANS GREATER THAN 14'-0" SHALL BE PRESTRESSED.
<br />2. SHORE FILLED LINTEL5 AS REQURIED.
<br />3. ALL LINTELS SHALL HAVE 4" MINIMUM BEARING U.N.O.
<br />4. DO NOT GUT OR MODIFY PRESTRESSED LINTELS.
<br />5. ALL REINFORCEMENT SHALL BE GRADE 60, fy=60 ksl
<br />6. ALL LINTELS SPEGIFIED ON PLAN ARE MINIMUM SIZE REQUIRED BY DE516N.
<br />1. ALL LINTELS ARE TO BE LOCATED DIRECTLY 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 />5-1.3
<br />ROOF FRAMING PLAN
<br />5D-I
<br />FOUNDATION DETAILS
<br />50-2
<br />STRUCTURAL DETAILS
<br />P13513-1
<br />STRUCTURAL DETAILS
<br />GENERAL STRUCTURAL NOTES
<br />FOUNDATION
<br />• DE516N 15 BASED ON 6th EDITION (2011) FLORIDA BUILDING CODE.
<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 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" LONG
<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 GORRO510N-RE515TANGE COMPATIBILITY OF
<br />HARDWARE 4 FASTENERS IN CONTACT w/ PRESERVATIVE -TREATED
<br />WOOD. GONTAGT LUMBER 4 HARDWARE SUPPLIERS TO GOORD.
<br />• CONCRETE DESIGN BASED ON AGI 318. CONCRETE SHALL ATTAIN
<br />THE FOLLOWING MINIMUM GOMPRE551VE 5TRENGTH5 IN 28 DAYS,
<br />U,N.o.:
<br />Pc = 2,500 psi:....... FOOTINGS
<br />2,500 psi:....... SLABS ON GRADE (INTERIOR Q EXTERIOR)
<br />fy = 60,000 psi ...... REBAR
<br />• ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LESS
<br />THAN 5% OR MORE THAN 1% AIR ENTRAINMENT.
<br />• ALL FOOTINGS SHALL BEAR AT LEAST 12" BELOW FINISH GRADE.
<br />• FOOTINGS AND 5LAB5 ON GRADE SHALL BEAR ON VIRGIN 501L OR
<br />15% COMPACTED FILL.
<br />• MINIMUM LAP 5PLIGE5 ON ALL REINFORCEMENT SHALL BE 48 BAR
<br />DIA.
<br />• HOOKS SHALL BE PROVIDED AT DISCONTINUOUS END OF REINF.
<br />• GROUT SHALL BE A5TM G41b F'c=3000 P51 w/ MAX 3/S" AGGREGATE
<br />• CONCRETE MASONRY UNITS SHALL BE A5TM GqO WITH A MINIMUM
<br />GOMPRE551VE STRENGTH OF Ig00 P51 (F'M = 1500 P51). ALL
<br />MORTAR SHALL BE A5TM G210, TYPE 5. GMU DESIGN BASED ON
<br />AGI 550/530.1
<br />EREINFORCED GMU GORES (A5 INDICATED ON PLAN) SHALL
<br />BE REINFORCED w/ (I) #5 BAR VERTICAL. BAR SHALL
<br />EXTEND INTO BOND BEAM AT TOP WALL AND SHALL
<br />ALIGN WITH FOOTING DOWEL BELOW. PROVIDE MIN 30"
<br />LAP SPLIGE WITH FOOTING DOWEL.
<br />• GROUT 50LID ALL REINFORCED GMU 6ELL5 AND BOND BEAMS
<br />• ALL BOND BEAMS ARE TO BE 8" GONT. FULL LENGTH OF WALL w/
<br />(1) #5 BAR GONT. (TYP. ® EXT. PERIMETER)
<br />• PROVIDE (1) #5 BAR GROUTED SOLID ON EACH SIDE OF ALL
<br />MASONRY OPENINGS AND AT ALL WALL CORNERS.
<br />• VERTICAL REINFORCEMENT SHALL BE HELD IN PLACE AT THE TOP
<br />AND BOTTOM, SHALL BE LOCATED IN THE CENTER OF THE MA50NRY
<br />CELL, AND SHALL BE LOCATED AT A MAXIMUM OF 8'-0" O.G. IN
<br />EXTERIOR WALL5. (A5 SHOWN ON PLANS)
<br />• ROUGH OPENIN65 ARE GALLED OUT ON PLAN -
<br />BUILDER TO VERIFY.
<br />• PROVIDE CONTROL JOINTS AT ALL INSIDE CORNERS OF SLAB
<br />EDGES, AND OTHER LOCATIONS WHERE SLAB GRAGKS 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 5LAB (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 AS CLOSE TO SQUARES AS
<br />POSSIBLE (I:I RATIO), WITH A MAXIMUM OF 1:1.5 RATIO
<br />CONNECTION SPECIFICATIONS (TYP. U.N.O.)
<br />DESCRIPTION OF BLDG, ELEMENT
<br />3"xO.131" NAILS
<br />3'W.120" NAILS
<br />JOIST TO SOLE PLATE
<br />(3) TOENAILS
<br />(3) TOENAIL5*
<br />SOLE PLATE TO JOIST/BLK'G.
<br />(3) NAILS o 4" o.c.
<br />(3) NAILS o 4" ox..
<br />STUD TO 50LE PLATE
<br />2 TOENAILS
<br />(3) TOENAIL5*
<br />TOP OR SOLE PLATE TO STUD
<br />2 NAILS
<br />3 NAILS
<br />RIM TO TOP PLATE
<br />TOENAILS o 8" o.c.
<br />TOENAILS o 6" o.c.*
<br />BLK'G. BTWN. JOISTS TO TOP PL.
<br />(3) TOENAILS
<br />(3) TOENAILS*
<br />DOUBLE STUD
<br />NAILS o 24" o.c.
<br />NAILS o 16" o.c.
<br />DOUBLE TOP PLATE
<br />NAILS o 24" o.c.
<br />NAILS o I6" o.c.
<br />DOUBLE TOP PLATE LAP 5PLIGE
<br />9 NAILS IN LAPPED AREA
<br />II NAILS IN LAPPED AREA
<br />TOP PLATE LAP o CORNERS 4
<br />INTERSECTING WALLS
<br />(2) NAILS
<br />(2) NAILS
<br />* 2Y2"xO.113 IS AN ACCEPTABLE ALTERNATIVE TO A 3"0.120", SAME SPACING OR NUMBER OF
<br />NAILS. (ONLY ACCEPTABLE WHERE * ARE SHOWN)
<br />TH15 MODEL HAS BEEN DE516NED IN
<br />AGGORDANGE WITH THE 6th EDITION (2011)
<br />FLORIDA BU I LD I N6 CODE (5EGT1 ON 160q)
<br />LATERAL DES 16N REQU I REMENT5 FOR THE
<br />FOLLOWIN6 WIND SPEED $ EXP05URE ONLY:
<br />140 MPH - EXP. B
<br />WIND IMPORTANCE FACTOR - 1.0
<br />NTERNAL PRESSURE COEFFICIENT =
<br />ENCLOSED, +/- 0.18
<br />ANY WIND 5PEED/EXP05URE NOT L 15TED
<br />HERE REQUIRES FORMAL EVALUATION
<br />APPROVAL FROM MULHERN $ KULP
<br />5TRUGTURAL EN61 NEERI N6.
<br />EXTERIOR I$ SHEAR WALL
<br />SHEATH I NG SPECIFICATIONS
<br />INDIGATES LOCATION AND EXTENT OF
<br />5HEARWALL WHIGH REQUIRE5 5HEATHIN6
<br />AND/ OR FASTENING 5PEGIFIGATION5
<br />BEYOND THAT OF STANDARD
<br />GON5TRUGTION
<br />SYMBOL SHEAR PANEL 5PEG.
<br />15/32" PLYWOOD OR 05B FASTENED W/
<br />PI 2y2"x0.131" NAILS @ 6" o.c. ALON6 PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />15/52" PLYWOOD OR 0513 FASTENED W/
<br />P3 2V2"x0.131" NAILS @ 3" o.C. ALONG PANEL
<br />ED6E5 AND 12" o.C. IN THE PANEL FIELD.
<br />STANDARD EXTERIOR WALL SHEATHING REQUIREMENTS:
<br />SHEATHE ALL EXTERIOR WOOD FRAMED WALL5 w/ 15/32"
<br />PLYWOOD OR OSB 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 EDGES SHALL OCCUR OVER FRAMING OR 2X
<br />BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE
<br />AND FASTENING
<br />2. ALL STRUCTURAL PANELS ARE TO BE DIRECTLY APPLIED TO
<br />STUD FRAMING ® I6"o.c. MAX. U.N.O. ON PLAN.
<br />3. ALL SHEARWALL5 SHALL HAVE DOUBLE TOP PLATES
<br />FASTENED TOGETHER w/ 5Y2"x0.131" NAILS ® I6"o.c. USE (8)
<br />3)'2"xO.131" NAILS o EA. LAP SPLICE. (TYP. U.N.O.)
<br />4. LATERAL ANALY515 ASSUMES ALL INTERIOR 5HEARWALL5
<br />AND EXTERIOR HALLS ARE GONTINUOU5 SHEATHED ABOVE
<br />AND BELOW OPENINGS.
<br />5. SEE ARGHITEGTURAL DRAWIN65 FOR ADD'L WALL
<br />CONSTRUCTION REQUIREMENTS.
<br />6. ALL EXTERIOR HALLS 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 OPENINGS ARE
<br />PERMITTED TO BE GUT INTO INTERIOR 5HEARWALL5 50
<br />LONG AS THEY ARE FRAMED OUT TO PROVIDE THE
<br />SHEATHING EDGE NAILING REQUIRED AND OCCUR 16" MINIMUM
<br />FROM THE ENDS OF THE 5HEARWALL.
<br />Window $ Door Allowable 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 PSF/-20.1 P5F
<br />+18.5 PSF/-20.1 PSF
<br />16Garage Door
<br />+11.1 PSF/-11.1 PSF
<br />+11.1 PSF/-Iq.l PSF
<br />10 SOFT.
<br />+21.2 P5F/-22.1 P5F
<br />+21.4 P5F/-28.3 PSF
<br />20 SOFT.
<br />+20.2 P5F/-22.0 P5F
<br />+20.2 P5F/-26.4 PSF
<br />50 SOFT.
<br />+I1.0 PSF/-20.8 P5F
<br />+I1.0 P5F/-23.1 PSF
<br />100 SOFT.
<br />+18.0 PSF/-11.8 PSF
<br />+18.0 P5F/-22.0 P5F
<br />500 SOFT.
<br />+15.6 P5F/-I1.6 P5F
<br />+15.8 P5F/-I1.b PSF
<br />mEnd Zone is 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 1-10 section 2.4.1 from ultimate
<br />pressures. Divide allowable pressures above by a factor of Oh
<br />to obtain ultimate pressures.
<br />ROOF FRAMINC-7
<br />• SEE ROOF TRU55 UPLIFT CONNECTOR SCHEDULE FOR ALL ROOF
<br />TRUSS CONNECTORS.
<br />• ROOF 5HEATHIN6 SHALL BE 7/Ib" MIN. 05B/PLYWOOD SHEATHING 24/16,
<br />EXPOSURE I. FASTEN SHEATHING TO ROOF MEMBERS w/ 2 3/8"x0.113"
<br />RING SHANK NAILS (R5R5-01 OR EQUIV.) 0 6" O.G. AT PANEL EDGES
<br />o b" O.G. IN FIELD. FASTEN 5HEATHIN6 TO GABLE END $ DRAG
<br />TRUSSES w/ RIN6 SHANK NAILS o 3" O.G. (U.N.O.). PROVIDE BLOCKING
<br />ALONG PANEL EDGES AT FIRST 2 TRU55 BAYS FROM GABLE END.
<br />PROVIDE "H" STYLE CLIPS ALONG UNSUPPORTED EDGES.
<br />• ROOF 5HEATHIN6 FOR MAIN ROOF TRUSSES SHALL EXTEND
<br />CONTINUOUSLY UNDER ALL OVERFRAMING.
<br />• TRU55 ALL VALLEY SETS. FASTEN EACH TO TRU55 BELOW w/
<br />51MP50N VTGR CLIPS o 24" O.G.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY THE TRU55
<br />MANUFACTURER, UNLESS OTHERWISE NOTED.
<br />• ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BG51 I
<br />GUIDE TO GOOD PRACTICE FOR HANDLING, INSTALLING t BRACING
<br />OF METAL PLATE CONNECTED WOOD TRUSSES."
<br />• ROOF TRUSS SHOP 016165. SHALL BE SUBMITTED TO ARCH 4 ENG.
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY.
<br />• SUPPORT PORCH t SHORT SPAN ROOF TRUSSES w/ 2x4 LEDGER
<br />FASTENED TO FRAMING w/(2) 3'W.131" NAILS o 16' O.G.
<br />UPLIFT CONNECTORS
<br />BEARING CONDITION
<br />TRU55
<br />CONNECTOR
<br />LENGTH
<br />< 15'
<br />51MP50N H2.5T
<br />SINGLE ROOF TRUSS BEARING ON
<br />> 15'
<br />51MP50N HIOA
<br />WOOD STUD WALL/WOOD BEAM
<br />ROOF GIRDER TRUSS BEARING ON
<br />ALL
<br />51MP50N HT520
<br />WOOD STUD WALL/WOOD BEAM
<br />51NC7LE ROOF TRUSS OR PORCH
<br />ALL
<br />51MP50N HETAI6
<br />BEAM BEARING ON GMU WALL
<br />ROOF G.T., FLUSH BEAM OR
<br />ALL
<br />(2) SIMPSON HETAlb
<br />FLUSH G.T. BRG. ON GMU WALL
<br />ALL BEARING POINTS OF EACH ROOF TRU55 SHALL BE CONNECTED
<br />WITH CONNECTOR AS LISTED ABOVE.
<br />IT 15 THE RESPONSIBILITY OF THE ENGINEER OF RECORD TO DE516N
<br />THE UPLIFT CONNECTORS PER 5EGTION 2.2 OF AN51/TPI-2014
<br />"NATIONAL DESIGN STANDARDS FOR METAL PLATE CONNECTED WOOD
<br />TRU55 GON5TRUGTION". MW HAS ENGINEERED ALL ROOF TRU55 UPLIFT
<br />CONNECTORS IN AGGORDANGE WITH THE REQUIREMENTS OF A56E-1-10.
<br />ALL UPLIFT GONNEGTOR5 AND LOADS PER TH15 DRAWING SHALL
<br />SUPERSEDE THE TRUSS MANUFACTURER'S UPLIFT CONNECTOR
<br />5PEGIFIGATION5 AND LOADS 5HOWN ON THE SHOP CARDS.
<br />LEGEND
<br />• ® INTERIOR BEARING WALL
<br />• = = = = = BEARING WALL ABOVE
<br />• BEAM / HEADER
<br />• LOCATION AND EXTENT OF 5HEARWALL
<br />1: ' ; I EXTENT OF OVERFRAMING
<br />L'---'-J
<br />•--- ---- --- ------INDICATES 1/8"A" SAW GUT CONTROL JOINT
<br />WWI INDIGATE5 LOCATION OF REINFORCED GMU GORE
<br />' (SEE NOTES)
<br />J L METAL HANGER
<br />INDICATES P05T ABOVE, PROVIDE 50LID
<br />BLOCKING UNDER P05T OR JAMB ABOVE.
<br />GENERAL STRUCTURAL NOTES
<br />,.�P N F ..•Q-,':
<br />��, ���
<br />N 77824 :*
<br />1. (� T :.�
<br />• DESIGN 15 BASED ON bth EDITION (2017) FLORIDA BUILDING CODE.
<br />BASED ON NDS, "NATIONAL DESIGN
<br />• WOOD FRAME ENGINEERING 15 B
<br />'
<br />.0 ; S TE Of: •
<br />SPECIFICATION FOR WOOD CONSTRUCTION" - LATEST EDITION.
<br />1.0••. OP••��%•�
<br />S' �'?%04
<br />• DE516N LOADS:
<br />•.OR
<br />00 F' .......
<br />• • • • •'.`
<br />ROOF LIVE = 20 P5F
<br />© copyright : MU/
<br />DEAD = 7 P5F T.G., 10 P5F B.G.
<br />Structural Engineering, Inc.
<br />LOAD DURATION FACTOR = 1.25
<br />FLOOR LIVE = 40 P5F (INCLUDING STAIRS DECKS)
<br />a
<br />= 30 P5F ® SLEEPING AREAS
<br />Z
<br />= 50 P5F @ GARAGE
<br />=J w
<br />= 200 # POINT LOAD @ 6UARD5/HANDRAIL5
<br />= z o
<br />= 50 P5F @ GUARD IN -FILL GOMPONENT5CD
<br />DEAD = 10 PSF (20 PSF TOTAL ® TILE)
<br />z Q
<br />WIND ULTIMATE WIND SPEED $ EXPOSURE AS LISTED
<br />`L �
<br />RISK CATEGORY II
<br />J
<br />Q
<br />E E
<br />Z
<br />GENERAL FRAMING
<br />j
<br />U mcr
<br />E
<br />• EXTERIOR WOOD STUD BEARING WALLS SHALL BE 2x 5PF#2 OR
<br />5YP#2 o lb" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />W
<br />• INTERIOR WOOD STUD BEARING WALL5 SHALL BE 2x 5PF OR 5YP
<br />T �° E
<br />STUD' GRADE LUMBER o 16" O.G., OR BETTER (TYP. U.N.O. ON PLANS).
<br />Q
<br />• ALL INTERIOR 5HEARWALL5 SHALL BE CONSTRUCTED WITH 2x
<br />'STUD'
<br />CD
<br />W CO°P
<br />=
<br />GRADE MEMBERS SPACED o I b" O.G. (MAX.).
<br />0 c
<br />W
<br />• ALL NON -BEARING INTERIOR STUD WALL5 SHALL BE CONSTRUCTED
<br />o N
<br />WITH 2x 'STUD' GRADE MEMBERS SPACED o 24" O.G. (MAX),
<br />0° `n n
<br />• ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD d (1)2x
<br />KING STUD, MINIMUM. mr
<br />- THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE
<br />NUMBER OF JACK 5TU05 REQUIRED, U.N.O..
<br />• ALL HEADERS, BEAMS 4 OTHER STRUCTURAL MEMBERS SHALL BE
<br />SPRUCE -PINE -FIR #2 (5PF) OR SOUTHERN PINE #2 (5YP) LUMBER, OR
<br />BETTER (KILN -DRIED). M&K project number:
<br />• FACE NAIL MULTI -PLY 2x BEAMS 4 HEADERS W/ 3-ROW5 OF 3"xO.131" 068-2001 `j
<br />NAILS o 12" O.G. 5TA66ERED. APPLY NAILING FROM BOTH FACES o
<br />3-PLY OR MORE CONDITIONS. UTILIZE 2 ROW5 OF NAILS FOR 2xb project mgr. NJ M
<br />2x8 MEMBERS.
<br />• FACE NAIL BUILT UP 2x P05T5 W/ 3"4.131" NAILS o 16" O.G. drawn by: KGK
<br />5TA676ERED. APPLY NAILING FROM BOTH FACES o 3-PLY OR issue date: 05-26-20
<br />MORE GONDITION5.
<br />• REFER TO CONNECTION SPECIFICATIONS TABLE FOR ALL RRSIONS:
<br />CONNECTIONS (TYP. U.N.O. ON PLANS).
<br />• 5HEATH ALL WOOD FRAMED EXTERIOR HALLS w/ 1/I6" 05B date: initial:
<br />FASTENED w/ 2Y2"xO.131" NAILS ® 6" O.G. ® E06E5 � 12" O.G. o
<br />CENTER FIELD. PROVIDE HORIZONTAL 2x BLOCKING AT ALL
<br />UNSUPPORTED PANEL EDGES. TYPICAL U.N.O. ON THE PLANS.
<br />• PROVIDE SOLID BLOCKING IN FLOOR SYSTEM UNDER ALL POSTS
<br />CONTINUOUS TO FOUNDATION/BEARIN6.
<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=2(900 psi; Fv=285 psi; E=2.OxIO^b psi
<br />• FOR 2 $ 3 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROW5 OF 3'W.131" NAILS o 8" OIG OR 2 ROWS Y4"x3)/2 • ~ C5
<br />51MP50N 5D5 56REW5 (OR 3y2" TRU55LOK 5GREW5) o 16" O/G. USE
<br />A MINIMUM OF 3 ROWS FOR BEAM DEPTHS OF 14" OR GREATER, C
<br />APPLY FA5TENING AT BOTH FACES FOR 3-PLY CONDITION. LOCATE C
<br />TOP 4 BOTTOM NAILS/5GREW5 2" FROM EDGE. SOLID 3y2" OR 5Y4"
<br />BEAMS ARE ACCEPTABLE. USE 2 ROWS OF NAILS FOR 2x(o 4 2x8
<br />MEMBERS.
<br />• FOR 4 PLY BEAMS OF EQUAL WIDTH, FASTEN PLIES TOGETHER
<br />WITH 3 ROWS OF)14"xb" 51MP50N 5D5 5GREW5 (OR b 3/4" TRU55LOK
<br />5GREW5) o lb" 0/6. USE A MINIMUM OF 4 ROW5 FOR BEAM DEPTHS
<br />OF 14" OR GREATER. APPLY FASTENING AT BOTH FACES (ONE SIDE
<br />ONLY FOR TRU55LOK 5GREW5), LOCATE TOP AND BOTTOM 5GREW5
<br />2" FROM EDGE. A 50LID 7" BEAM 15 ACCEPTABLE.
<br />• ALL INTERIOR WALL STUDS IN CONTACT w/ GMU HALLS SHALL BE
<br />PRESERVATIVE TREATED AND FASTENED w/Y4" DIA. X 4" LONG
<br />TAPGONS o 24" O.G. Q
<br />FLOOR FRAMING r� 0
<br />• I-JOI5T5/TRU55E5 SHALL BE DE516NED BY MANUF. TO MEET OR Tu ! LL
<br />EXCEED L/480 LIVE LOAD DEFLECTION CRITERIA.
<br />• ALL METAL HANGERS SHALL BE SPECIFIED BY I -JOIST /TRU55 0 W 0
<br />MANUFACTURER, UNLESS OTHERWISE NOTED. Q
<br />z
<br />Z
<br />• I-JOIST/TRUSS SHOP DWG5. SHALL BE SUBMITTED TO ARCH. d ENG. x
<br />FOR REVIEW AND APPROVAL PRIOR TO FABRICATION OR DELIVERY, T 0 (L,
<br />• FLOOR 5HEATHIN6 SHALL BE 23/32" CONFORMING TO P52-04,
<br />24" O.G., EXPOSURE I, TONGUE AND GROOVE EDGES, FASTEN <
<br />SHEATHING TO FRAMING MEMBERS W/ GLUE AND 3'W.131" NAILS o U)
<br />b" O.G. AT PANEL EDGE5 4 12" O.G. AT INTERMEDIATE SUPPORTS. tQ D
<br />�
<br />TYPICAL 5TAIR GON5TRUCTION NOTES U 1_t.1 U
<br />• (3) SINGLE PLY 2x12 STRINGERS FASTENED TO HEADER AT TOP OR
<br />LANDING, WHERE APPLICABLE, AND 2xb P.T. PLATE AT BOTTOM w/ J M
<br />U)
<br />(1) SIMP50N A35 CLIP AT EACH 5TRIN6ER.
<br />r� Z
<br />• FASTEN 2xb P.T. PLATE TO CONCRETE SLAB w/ (3) 3/6" DIA. x 3 Y2" 0 (� 1
<br />LONG TAPGON5.
<br />• FASTEN END 5TRIN6ER5 TO ADJACENT HALLS w/ (2) 3"xO.131" NAILS sheet:
<br />AT EACH STUD, WHERE APPLICABLE.
<br />• PROVIDE 3/4" FLOOR DECKING ON RISERS AND I" FLOOR DECKING
<br />ON TREADS.
<br />• SEE STAIR FRAMING SECTION FOR MORE INFO. SM0.0
<br />
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