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S1.1Manley Structural Engineers, P.A.A APARTMENT BUILDING A - FOUNDATION PLAN
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B SECTION
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D SECTION
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M SECTION
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4" CONCRETE SLAB REINF.
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W/ 6x6-W1.4xW1.4 WWF
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OVER 4" GRANULAR FILL
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1 BEDROOM UNIT
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4" CONCRETE SLAB REINF.
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W/ 6x6-W1.4xW1.4 WWF
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OVER 4" GRANULAR FILL
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FINISH SLAB
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ELEVATION = 100'-0"
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1 BEDROOM UNIT
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FINISH SLAB
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ELEVATION = 100'-0"
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3 BEDROOM UNIT
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2 BEDROOM UNIT
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2 BEDROOM UNIT
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2 BEDROOM UNIT
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FINISH SLAB
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ELEVATION = 100'-0"
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CLUBHOUSE
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4" CONCRETE SLAB REINF.
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W/ 6x6-W1.4xW1.4 WWF
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OVER 4" GRANULAR FILL
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6x6 WOOD POST
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100'-0"
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FIN FLR
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CULTURED STONE
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5/8"%%cx10"+2" HOOK
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ANCHOR BOLTS
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@ 48"O.C. UNO
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(1) #4 CONT.
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#3 TIES @ 24"O.C.
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#3 STIRRUPS @ 24"O.C.
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2x4 WOOD STUDS REF.
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FRAMING SCH. FOR SPACING
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(2) #5 CONT.
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TOP & BTM.
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6"
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6"
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RIGID INSUL
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REF ARCH'L
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REF ARCH'L
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100'-0"
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FIN FLR
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5/8"%%Cx12"+2" HOOK
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ANCHOR BOLTS
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@ 48"O.C. UNO
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2x4 WOOD STUDS REF.
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FRAMING SCH. FOR SPACING
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TOP & BTM.
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RIGID INSUL
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REF ARCH'L
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SIDING
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REF ARCH'L
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#3 TIES @ 24"O.C.
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#3 STIRRUPS @ 24"O.C.
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SLOPE
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SEE ARCH'L
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100'-0"
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FIN FLR
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#3 TIES @ 24"O.C.
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SEE SECT
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B-S1.1 FOR
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(3)#4x2'-6" LONG
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DOWELS
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5/8"%%C HOLE W/ SIMPSON
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SET ADHESIVE
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CLR
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TRENCH
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FOOTING
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REINF.
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5/8"%%cx10"+2" HOOK
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ANCHOR BOLTS
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@ 48"O.C. UNO
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C STUDS &
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THICK. SLAB
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100'-0"
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FIN FLR
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#4 @ 24"O.C.
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BEND INTO SLAB
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CLR
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2x4 WOOD STUDS REF.
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FRAMING SCH. FOR SPACING
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ON GRADE
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TOP & BTM.
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MC12 STEEL STRINGER
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3x3x1/4x0'-3" STEEL
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CLIP ANGLE W/ (1) 1/2"%%C
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EXPANSION ANCHOR @
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EACH STRINGER (TYP)
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SIDEWALK
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SLOPE
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1:48 MAX
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REF. ARCH'L
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SHEET A6.1
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100'-0"
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FIN FLR
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#4 @ 12"O.C.
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5/8"%%cx10"+2" HOOK
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ANCHOR BOLTS
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@ 48"O.C. UNO
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#4 @ 12"O.C.
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48
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2x4 WOOD STUDS REF.
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FRAMING SCH. FOR SPACING
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6"
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6"
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B-S1.1
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FOR REINF.
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SEE SECT.
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CULTURED STONE
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RIGID INSUL
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REF ARCH'L
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REF ARCH'L
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100'-0"
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FIN FLR
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SEE SECT. B-S1.1
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1'-6"
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1'-6"
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#4 @ 12"O.C.
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#4 TIE BARS
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@ 12"O.C.
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FOR TRENCH FOOTING
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REINF.
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SLOPE
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1:48 MAX
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100'-0"
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FIN FLR
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#4 @ 24"O.C.
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BEND INTO SLAB
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CLR
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ON GRADE
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2x4 WOOD STUDS
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5/8"%%cx10"+2" HOOK
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ANCHOR BOLTS
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@ 48"O.C. UNO
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REF. FRAMING SCH.
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FOR SPACING
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TOP & BTM.
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100'-0"
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FIN FLR
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6x6 WOOD POST
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J-S1.1
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FOR REINF.
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SEE SECT.
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SIMPSON CBSQ66-SDS2 COLUMN BASE W/ (14) 1/4"x2" SDS SCREWS
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4/15/2020
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COPYRIGHTED
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JOB:
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DATE:
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SHEET:
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19-2999
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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1/8"=1'-0"
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G-S1.1
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TYP. INT. FOOTING U.N.O.
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B-S1.1
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4-15-2020
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TYPICAL SECTION @ EXTERIOR & INTERIOR
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WALL FOOTING INTERSECTION
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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North
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3/4"=1'-0"
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PLAN NOTES: 1. DIMENSIONS AT EXTERIOR WALLS ARE TO FACE OF STUD. DIMENSIONS AT EXTERIOR WALLS ARE TO FACE OF STUD. 2. EXTERIOR CONCRETE SLABS ON GRADE SHALL SLOPE AWAY FROM BUILDING AND DOORS, SEE ARCH'L DRAWINGS. EXTERIOR CONCRETE SLABS ON GRADE SHALL SLOPE AWAY FROM BUILDING AND DOORS, SEE ARCH'L DRAWINGS. 3. SEE GENERAL NOTES, CONCRETE NOTE #10 FOR SLAB CONTROL JOINT REQUIREMENTS. SEE GENERAL NOTES, CONCRETE NOTE #10 FOR SLAB CONTROL JOINT REQUIREMENTS. 4. PROVIDE CORNER BARS AT ALL TRENCH FOOTING INTERSECTIONS, SEE DETAILS ON SHEET S1.2. PROVIDE CORNER BARS AT ALL TRENCH FOOTING INTERSECTIONS, SEE DETAILS ON SHEET S1.2. 5. PLAN FINISH FLOOR ELEVATION 100'-0" = DATUM ELEV. (3325.25) PLAN FINISH FLOOR ELEVATION 100'-0" = DATUM ELEV. (3325.25) 6. REFERENCE SHEET A2.9 FOR BREEZEWAY SLOPES.REFERENCE SHEET A2.9 FOR BREEZEWAY SLOPES.
S1.2A APARTMENT BUILDING B - FOUNDATION PLAN Manley Structural Engineers, P.A.
B INTERSECTION DETAILSTYP TRENCH FOOTING
C SECTION
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3 BEDROOM UNIT
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4" CONCRETE SLAB REINF.
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W/ 6x6-W1.4xW1.4 WWF
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OVER 4" GRANULAR FILL
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FINISH SLAB
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ELEVATION = 100'-0"
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3 BEDROOM UNIT
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2 BEDROOM UNIT
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OVER 4" GRANULAR FILL
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FINISH SLAB
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ELEVATION = 100'-0"
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2 BEDROOM UNIT
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CONTRACTION JOINT SPACE AT 15' OC EW MAX UNLESS NOTED OTHERWISE ON PLANS. CUT WITHIN 12 HOURS OR CONCRETE POUR.
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PREPARE SUBGRADE AS PER SOILS REPORT
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TYPICAL SLAB ON GRADE CONTROL JOINTS
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CONSTRUCTION JOINT MAY BE USED AT "CJ" LOCATIONS AT CONTRACTORS OPTION
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2x6 KEYWAY
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WWF 6x6-W1.4xW1.4 SUPPORT ON PRECAST CONCRETE BLOCKS SPACED @ 4'-0" O.C. EW MAX
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6 MIL POLYETHYLENE SHEET
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SAWCUT
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4" GRANULAR BASE
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INDUCED CRACK
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TEE-INTERSECTION
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CORNER
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WALL REINF.
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MATCH HORIZ.
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CORNER BARS TO
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WALL REINF.
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MATCH HORIZ.
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DOWELS TO
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COPYRIGHTED
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1/8"=1'-0"
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SPECIAL INSPECTIONS:
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1. THE FOLLOWING PERIODIC SPECIAL INSPECTIONS ARE REQUIRED: A. CONCRETE: 1. PLACEMENT AND SIZE OF REINFORCING STEEL 2. VERIFYING USE OF PROPER DESIGN MIX B. SOILS: 1. VERIFY MATERIALS BELOW SHALLOW FOUNDATIONS ARE ADEQUATE TO ACHIEVE THE DESIGN BEARING CAPACITY. 2. VERIFY EXCAVATIONS ARE EXTENDED TO PROPER DEPTH AND HAVE REACHED PROPER MATERIAL. 3. PERFORM CLASSIFICATION AND TESTING OF COMPACTED FILL MATERIALS. 4. PRIOR TO PLACEMENT OF COMPACTED FILL, OBSERVE SUBGRADE AND VERIFY THAT SITE HAS BEEN PREPARED PROPERLY. C. PRE-FABRICATED WOOD TRUSSES: 1. VERIFY THAT THE FABRICATOR MAINTAINS DETAILED FABRICATION AND QUALITY CONTROL PROCEDURES THAT PROVIDE A BASIS FOR INSPECTION CONTROL OF THE WORKMANSHIP AND THE FABRICATORS ABILITY TO CONFORM TO APPROVED CONSTRUCTION DOCUMENTS AND REFERENCED STANDARDS. 2. INSPECTIONS ARE NOT REQUIRED WHERE THE WORK IS DONE ON THE PREMISES OF A FABRICATOR REGISTERED AND APPROVED TO PERFORM SUCH WORK WITHOUT SPECIAL INSPECTION. 2. THE FOLLOWING CONTINUOUS SPECIAL INSPECTIONS ARE REQUIRED: A. CONCRETE: AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TEST, PERFORM SLUMP AND AIR-CONTENT TEST, AND DETERMINE THE TEMPERATURE OF THE CONCRETE. B. SOILS: 1. PRIOR TO PLACEMENT OF THE PREPARED FILL, VERIFY THAT THE SITE HAS BEEN PREPARED IN ACCORDANCE WITH THE SOIL REPORT. 2. DURING FILL PLACEMENT, DETERMINE THAT THE MATERIAL BEING USED AND THE MAXIMUM LIFT THICKNESS COMPLY WITH THE SOIL REPORT 3. EVALUATION OF THE IN-PLACE DENSITY, DETERMINE THAT THE IN-PLACE DENSITY OF THE COMPACTED FILL COMPLIES WITH THE SOIL REPORT. 3. REPORTS FOR THE ABOVE SHALL BE SUBMITTED TO THE ENGINEER OF RECORD. ALL REPORTS SHALL CLEARLY INDICATE COMPLIANCE OR NON-COMPLIANCE. 4. UPON COMPLETION OF EACH PHASE OF THE WORK, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH AND VARIANCES FROM THE PROJECT REQUIREMENTS (IF ANY). 5. UPON COMPLETION OF THE PROJECT, THE SPECIAL INSPECTOR SHALL SUBMIT A LETTER STATING COMPLIANCE WITH THE PROJECT REQUIREMENTS INCLUDING MEASURES TAKEN TO CORRECT PREVIOUSLY IDENTIFIED NON-COMPLYING ITEMS.
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FOUNDATIONS/SOILS:
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DESIGN BASIS: IBC 2012
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CONCRETE:
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WOOD:
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SUBMITTALS:
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1. REINFORCING STEEL
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2. ROOF TRUSSES
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3. FLOOR TRUSSES
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4. CONCRETE
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5. STRUCTURAL COMPOSITES
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ABBREVIATIONS:
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UNO = UNLESS NOTED OTHERWISE
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OSB = ORIENTED STRAND BOARD SHEATHING
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IBC = INTERNATIONAL BUILDING CODE
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PAF = POWDER ACTIVATED FASTENERS
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BLKG = BLOCKING
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F.F.E. = FINISH FLOOR ELEVATION
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T.O. = TOP OF
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B.O. = BOTTOM OF
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WD = WOOD
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EA = EACH
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BETWN = BETWEEN
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PLYWD = PLYWOOD
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O.C. = ON CENTERS
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HD = HOLDDOWN
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CONT. = CONTINUOUS
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BASIS OF DESIGN: 3000 PSF ALLOWABLE BEARING PRESSURE 1. FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL ENGINEERING REPORT (SOIL REPORT) FOUNDATION DESIGN IS BASED ON THE GEOTECHNICAL ENGINEERING REPORT (SOIL REPORT) BY TERRACON CONSULTANTS, INC. DATED DECEMBER 20, 2019, PROJECT NUMBER AR195076. 2. ALL VEGETATION, ORGANIC TOPSOIL, AND ANY OTHERWISE UNSUITABLE MATERIALS FROM ALL VEGETATION, ORGANIC TOPSOIL, AND ANY OTHERWISE UNSUITABLE MATERIALS FROM WITHIN AND EXTENDING OUT 5 FEET BEYOND THE PROPOSED BUILDING AREAS SHALL BE REMOVED. BEFORE INSTALLING THE MOISTURE CONDITIONED MATERIALS, THE AREAS SHALL BE PROOF ROLLED WITH A FULLY LOADED, TANDEM AXLE DUMP TRUCK TO DETECT SOFT AREAS WHICH SHALL BE REMOVED AND PROPERLY REPLACED. ONCE THE SUBGRADE HAS BEEN TESTED AND ACCEPTED THE PLACEMENT OF THE STRUCTURAL FILL MAY BEGIN. THE STRUCTURAL FILL SHALL BE PLACED IN EIGHT (8) INCH LOOSE TO SIX (6) INCH MAXIMUM COMPACTED LIFTS. EACH LIFT SHALL BE INSTALLED IN ACCORDANCE WITH THE SOIL REPORT; TESTED AND ACCEPTED PRIOR TO PLACEMENT OF THE NEXT LIFT. THE STRUCTURAL FILL MATERIAL SHALL BE MOISTURE CONDITIONED TO WITHIN THE MOISTURE CONTENT REQUIRED BY THE SOIL REPORT AND COMPACTED TO A MINIMUM OF 95% MAXIMUM STANDARD PROCTOR DRY DENSITY (ASTM D698). THIS PROCESS TO CONTINUE UNTILL FINAL SOIL GRADE HAS BEEN ACHIEVED. SEE THE SOIL REPORT FOR ADDITIONAL REQUIREMENTS. 3. FOUNDATION CONCRETE SHOULD BE PLACED SOON AFTER EXCAVATING TO REDUCE FOUNDATION CONCRETE SHOULD BE PLACED SOON AFTER EXCAVATING TO REDUCE DISTURBANCE TO THE BEARING SOIL. CARE SHOULD BE TAKEN TO PREVENT WETTING OR DRYING OF THE BEARING MATERIALS DURING CONSTRUCTION. IF THE EXCAVATIONS MUST REMAIN OPEN OVER 48 HOURS, INSTALL A LEAN CONCRETE MUD-MAT OVER THE BEARING SOILS. 5. CAPACITY OF BEARING MATERIALS TO BE VERIFIED BY A LICENSED SOIL ENGINEER. CAPACITY OF BEARING MATERIALS TO BE VERIFIED BY A LICENSED SOIL ENGINEER. 6. ALL FOOTING (OR PORTIONS THEREOF) BELOW GRADE MAY BE EARTH FORMED BY NEAT ALL FOOTING (OR PORTIONS THEREOF) BELOW GRADE MAY BE EARTH FORMED BY NEAT EXCAVATIONS. 7. FOOTINGS TO BE CENTERED ON WALLS, OR COLUMNS, U.N.O. FOOTINGS TO BE CENTERED ON WALLS, OR COLUMNS, U.N.O. 8. ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL ALL ABANDONED FOOTINGS, UTILITIES, ETC. THAT INTERFERE WITH NEW CONSTRUCTION SHALL BE REMOVED. 9. ALL SOILS WORK INCLUDING BACK FILL OF UTILITY TRENCHES AND VERIFICATION OF BEARING ALL SOILS WORK INCLUDING BACK FILL OF UTILITY TRENCHES AND VERIFICATION OF BEARING CAPACITY OF SAME SHALL BE UNDER THE DIRECTION OF A LICENSED SOILS ENGINEER. PROXIMITY OF UTILITY TRENCHES TO BUILDING FOUNDATION SYSTEM SHALL BE AS APPROVED BY THE ARCHITECT AND/OR ENGINEER TO INSURE THE INTEGRITY OF THE BEARING SOILS. 10. GRANULAR FILL BELOW THE CONCRETE SLAB ON GRADE SHALL COMPLY WITH ASTM D 448 GRANULAR FILL BELOW THE CONCRETE SLAB ON GRADE SHALL COMPLY WITH ASTM D 448 NO. 10. 11. ALL UTILITY TRENCHES THAT PENETRATE BENEATH THE BUILDING SHALL BE PLUGGED IN ALL UTILITY TRENCHES THAT PENETRATE BENEATH THE BUILDING SHALL BE PLUGGED IN ACCORDANCE WITH THE SOIL REPORT.
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1. NORMAL WEIGHT, F'C = 3500 PSI MINIMUM IN 28 DAYS 4" SLUMP (±1" TOLERANCE) 2. REINFORCING BARS: ASTM A615 GRADE 60 3. WELDED WIRE FABRIC: ASTM A185 4. REINFORCING LAP SPLICE AND 90° HOOK LENGTHS: #3 1'-8" LAP; 6" HOOK, #4 2'-0" LAP; 8" HOOK, #4 2'-0" LAP; 8" HOOK, #5 2'-6" LAP; 10" HOOK, #6 3'-0" LAP; 12" HOOK #6 3'-0" LAP; 12" HOOK PROVIDE L SHAPED CORNER BARS AT FOOTING, WALL AND GRADE BEAM CORNERS AND INTERSECTIONS. SIZE CORNER BARS TO MATCH PRIMARY REINFORCING, LENGTH OF LEG SHALL EQUAL THE LAP SPLICE LENGTHS ABOVE. SEE DETAIL. 5. MINIMUM CONCRETE COVER: 3" SURFACES PLACED AGAINST EARTH 2" FORMED SURFACES BELOW GRADE 2" SURFACES EXPOSED TO WEATHER 6. MARGINAL REINFORCING: AT ALL OPENINGS IN CONCRETE WALLS, GRADE BEAMS OR SLABS ADD 2 #5 EF DIAGONALLY AROUND PERIMETER OF OPENING, EXTEND BARS 2'-6" BEYOND OPENING, ADD 2 #5 X 5'-0" EF DIAGONALLY AT EACH RE-ENTRANT CORNER. 7. SLEEVE ALL PIPE PENETRATIONS IN CONCRETE 1/2" CLEAR ALL AROUND 8. CONTRACTOR SHALL FOLLOW ALL ACI CONCRETE STANDARDS AND PRACTICES WHICH APPLY TO THE WORK HEREIN. 9. GYPCRETE SHALL BE GYPCRETE 2000 (1.8 MIX DESIGN) W/ 1600 TO 2500 PSI COMPRESSIVE STRENGTH AS MANUFACTURED BY MAXXON CORPORATION . INSTALLATION SHALL BE IN ACCORDANCE W/ MANUFACTURER'S RECOMMENDATIONS. 10. SLABS ON GRADE SHALL HAVE SAWN CONTROL JOINTS LOCATED TO FORM APPROXIMATELY SQUARE PANELS OF NOT MORE THAN 225 SQ. FEET. THE LONG SIDE SHALL NOT BE MORE THAN 1.5 TIMES THE SHORT SIDE. CONSTRUCTION JOINTS MAY BE SUBSTITUTED FOR SAWN CONTROL JOINTS. SEE DETAILS ON DWG. S1.1
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ROOF LIVE LOAD: 20 PSF, ROOF SNOW LOAD: 15 PSF FLOOR LIVE LOAD: 100 PSF CORRIDORS & EXITS, 60 PSF BALCONIES, 40 PSF RESIDENTIAL FLOOR DEAD LOAD: 25 PSF WALL DEAD LOAD: 8 PSF CULTURED STONE DEAD LOAD: 15 PSF WIND: 115 MPH, EXP C, RISK CATEGORY II SEISMIC DESIGN CATEGORY: A GROUND SNOW LOAD: 15 PSF FROST DEPTH = 24 INCHES
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GENERAL NOTES
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ALL NOTES HEREAFTER ARE TYPICALLY APPLICABLE UNLESS NOTED OTHERWISE
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JOB:
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DATE:
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SHEET:
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19-2999
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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3/4"=1'-0"
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3/4"=1'-0"
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FOR DETAILS NOT SHOWN OR NOTED, CONSTRUCT AS PER THE CONVENTIONAL LIGHT-FRAME CONSTRUCTION PROVISIONS OF THE IBC CODE. SEE TABLE 2304.9.1 NAILING SCHEDULE OF THE IBC CODE FOR MINIMUM NAILING REQUIREMENTS. 1. SHEATHING FOR ROOF: EXPOSURE 1, APA SPAN RATED SHEATHING 5/8" VENEER SHEATHING FOR ROOF: EXPOSURE 1, APA SPAN RATED SHEATHING 5/8" VENEER PLYWOOD OR 19/32" OSB 2. SHEATHING FOR FLOOR: EXPOSURE 1, APA SPAN RATED SHEATHING 48/24, APA RATED SHEATHING FOR FLOOR: EXPOSURE 1, APA SPAN RATED SHEATHING 48/24, APA RATED STURD-I-FLOOR SPAN RATED 24 O.C. 3/4" OR 23/32" THICKNESS, T&G, VENEER PLYWOOD. 3. SHEATHING FOR WALL: SEE FRAMING & SHEATHING SCHEDULE ON DWG S2.1 SHEATHING FOR WALL: SEE FRAMING & SHEATHING SCHEDULE ON DWG S2.1 4. SHEATHING FOR WALLS AND SHEARWALLS: EXPOSURE 1, APA SPAN RATED SHEATHING SHEATHING FOR WALLS AND SHEARWALLS: EXPOSURE 1, APA SPAN RATED SHEATHING 24/16, 1/2" OR 15/32" VENEER PLYWOOD OR OSB AND 5/8" TYPE X GYPSUM BOARD SHEATHING, SEE TYPICAL SHEARWALL DETAILS ON S2.5 5. FRAMING: DOUGLAS FIR #2 OR SOUTHERN PINE #2, OF SPRUCE PINE FIR #2 STUDS. SEE FRAMING AND SHEATHING SCHEDULE ON DWG S2.1 USE PRESERVATIVE TREATED FOR WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER 6. ADHESIVE: GLUE FLOOR PLYWOOD TO SUPPORTS WITH AFG-01 ADHESIVE 7. FRAMING HARDWARE: BY SIMPSON CO OR USP LUMBER CONNECTORS OR EQUAL, FILL ALL HOLES WITH NAILS OR BOLTS. HARDWARE IN CONTACT WITH TREATED LUMBER SHALL BE GALVANIZED (SIMPSON ZMAX, G185 HDG PER ASTM A653). COATING FOR ANCHORS AND FASTENERS SHALL COMPLY WITH SIMPSON'S RECOMMENDATIONS. 8. NAILS: 6dx1 7/8" LONG, COMMON, 8d x2 1/2" LONG, 10d x3", 16d x3 1/2", UNO 9. LAMINATED VENEER LUMBER (LVL): BY TRUS-JOIST WEYERHAEUSER 1.9E Fb 2600 PSI MIN. MULTI-PLY MEMBERS SHALL BE CONNECTED AND INSTALLED AS PER MANUFACTURERS RECOMMENDATIONS AND REQUIREMENTS. EQUIVALENT PRODUCTS BY LOUISIANA PACIFIC MAY BE USED. 10. ORIENTED STRAND BOARD (OSB) HAVING EQUIVALENT PERFORMANCE SPECIFICATIONS ORIENTED STRAND BOARD (OSB) HAVING EQUIVALENT PERFORMANCE SPECIFICATIONS MAY BE USED IN LIEU OF VENEER PLYWOOD SPECIFIED. 11. BUILT-UP COLUMNS TO BE FASTENED TOGETHER IN ACCORDANCE WITH PART 15.3 OF BUILT-UP COLUMNS TO BE FASTENED TOGETHER IN ACCORDANCE WITH PART 15.3 OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION BY AMERICAN FOREST & PAPER ASSOCIATION, LATEST EDITION. 12. PROVIDE 2x4 BLOCKING @ 6'-0"O.C. @ LOAD-BEARING WALLS. PROVIDE 2x4 BLOCKING @ 6'-0"O.C. @ LOAD-BEARING WALLS. 13. ATTACH PLYWOOD WALL SHEATHING W/ 10d NAILS @ 6"O.C. @ PERIMETER SUPPORTS & ATTACH PLYWOOD WALL SHEATHING W/ 10d NAILS @ 6"O.C. @ PERIMETER SUPPORTS & 12"O.C. @ INTERMEDIATE SUPPORTS. 14. GIRDER TRUSS SUPPORT CONNECTIONS SHALL BE AS REQUIRED BY TRUSS MFR. GIRDER TRUSS SUPPORT CONNECTIONS SHALL BE AS REQUIRED BY TRUSS MFR. 15. GYPSUM BOARD SHEATHING SHALL BE ATTACHED W/ 6d COOLER NAILS @ 7"O.C. UNO. GYPSUM BOARD SHEATHING SHALL BE ATTACHED W/ 6d COOLER NAILS @ 7"O.C. UNO. 16. WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES OR ELECTRICAL CONDUIT, PROVIDE WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES OR ELECTRICAL CONDUIT, PROVIDE SIMPSON SS1.5 STUD SHOE OVER NOTCH. MAXIMUM SIZE OF CUTOUT SHALL BE 2"x2". DRILLED HOLES IN STUDS SHALL BE LOCATED AT THE CENTERLINE OF STUD AND 1 1/2" MAXIMUM DIAMETER. 17. DOUBLE PLY WOOD MEMBERS SHALL BE CONNECTED WITH 10d BOX NAILS @ 12"O.C. DOUBLE PLY WOOD MEMBERS SHALL BE CONNECTED WITH 10d BOX NAILS @ 12"O.C. FROM ONE SIDE OF THE MEMBER, 2" FROM THE TOP AND 2" FROM THE BOTTOM OF THE MEMBER. 18. TRIPLE PLY WOOD MEMBERS SHALL BE CONNECTED WITH 10d BOX NAILS @ 12"O.C. TRIPLE PLY WOOD MEMBERS SHALL BE CONNECTED WITH 10d BOX NAILS @ 12"O.C. FROM BOTH SIDES OF THE MEMBER, 2" FROM THE TOP AND 2" FROM THE BOTTOM OF THE MEMBER.
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4-15-2020
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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North
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1. THE METAL FAILING SYSTEM INCLUDING ANCHORAGE TO THE FLOOR AND/OR WALL SHALL BE DESIGNED BY THE CONTRACTOR TO COMPLY WITH THE 2012 IBC. CALCULATIONS SEALED BY A LICENSED ENGINEER SHALL BE SUBMITTED FOR APPROVAL.
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4/15/2020
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PLAN NOTES: 1. DIMENSIONS AT EXTERIOR WALLS ARE TO FACE OF STUD. DIMENSIONS AT EXTERIOR WALLS ARE TO FACE OF STUD. 2. EXTERIOR CONCRETE SLABS ON GRADE SHALL SLOPE AWAY FROM BUILDING AND DOORS, SEE ARCH'L DRAWINGS. EXTERIOR CONCRETE SLABS ON GRADE SHALL SLOPE AWAY FROM BUILDING AND DOORS, SEE ARCH'L DRAWINGS. 3. SEE GENERAL NOTES, CONCRETE NOTE #10 FOR SLAB CONTROL JOINT REQUIREMENTS. SEE GENERAL NOTES, CONCRETE NOTE #10 FOR SLAB CONTROL JOINT REQUIREMENTS. 4. PROVIDE CORNER BARS AT ALL TRENCH FOOTING INTERSECTIONS, SEE DETAILS ON THIS SHEET. PROVIDE CORNER BARS AT ALL TRENCH FOOTING INTERSECTIONS, SEE DETAILS ON THIS SHEET. 5. PLAN FINISH FLOOR ELEVATION 100'-0" = DATUM ELEV. (3325.25) PLAN FINISH FLOOR ELEVATION 100'-0" = DATUM ELEV. (3325.25) 6. REFERENCE SHEET A2.9 FOR BREEZEWAY SLOPES.REFERENCE SHEET A2.9 FOR BREEZEWAY SLOPES.
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4/15/2020
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C
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COPYRIGHTED
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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1/8"=1'-0"
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%%UBUILDING LEGEND
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INDICATES SHEAR WALL (SW#) LOCATIONS
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(SEE SECTIONS AND SHEAR WALL DETAILS
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FOR REQUIREMENTS) SHOWN ON ROOF
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INDICATES INTERIOR LOAD BEARING WALLS
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SHOWN ON FLOOR FRAMING PLAN
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%%UDESIGN LOADS
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FLOOR LOADS
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LIVE LOADS
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DWELLING 40 PSF
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EXITS 100 PSF
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BALCONIES 60 PSF
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DEAD LOADS
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DWELLING TOP CHORD 25 PSF
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DWELLING BOTTOM CHORD 5 PSF
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BALCONIES & BREEZEWAYS 20 PSF
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ROOF LOADS
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LIVE LOADS
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TOP CHORD 20 PSF
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DEAD LOADS
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TOP CHORD 20 PSF
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BOTTOM CHORD 10 PSF
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%%USHEAR STRAPPING & HOLDOWNS
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SIMPSON MST A24 W/ 9-10d NAILS @ EACH END
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"O.C.
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SIMPSON MST 48 W/ 17-16d NAILS @ EACH END
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SIMPSON HDU4-SDS2.5 W/ 10-SDS 1/4x2 1/2" WOOD
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SCREWS TOP & BOTTOM W/ 5/8"%%C ANCHOR
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"
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O.C. BETWEEN HOLDOWNS
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A
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B
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E
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%%UROOF TRUSS SCHEDULE
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COMMON ROOF TRUSS
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HIP TRUSS
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JACK TRUSS
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GIRDER TRUSS
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GABLE TRUSS
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OVERLAY TRUSS
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GABLE TRUSS
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%%uKEYNOTES %%u
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(2) 2x8 BLOCKING MEMBERS CUT TO FIT BETWEEN
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2x4 KNEE WALL W/ STUDS SPACED PER WALL BELOW.
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END NAIL TOP & BOTTOM PER DETAIL E-S2.5
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6x6 SPF #2 WOOD COLUMN
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TREATED 2x8 LEDGER LAG BOLTED INTO SOLID
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BLOCKING W/ BOLTS AS CALLED OUT IN DETAIL O-A4.6
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16" DEEP CHORD OPEN WEB TRUSSES @ 24"O.C.
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2x12 JOISTS @ 16"O.C.
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(4) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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KNEE WALL W/ STUDS SPACED PER SCHEDULE W/
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WALL BELOW PROVIDE SHEAR BLOCKING PER DETAIL
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CONTINUOUS 2x4 & 2x2 BAND W/ SHEAR BLOCKING
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PER DETAIL E-S2.5
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(3) 2x12 BEAM
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TREATED 2x8 FLOOR JOISTS @ 16"O.C.
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(2) 2x12 HEADER W/ 1/2" PLYWOOD SPACER
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(2) 1 3/4x9 1/4 1.7E TIMBERSTRAND BY TRUSS
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JOIST
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INTERIOR LOAD BEARING WALL WHERE INDICATED
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GABLE TRUSS W/ VERTICAL 2x4 SIDING SUPPORTS
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@ 16"O.C. PROVIDE STIFF-BACK BRACE AT MID-POINT
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TO INTERIOR PARTITION
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2x4 OUTRIGGERS @ 24"O.C.
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GIRDER TRUSS
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22"x36" PREMANUF. ATTIC ACCESS PANEL. UL
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RATED FOR 1 HOUR FIRE RATED ASSEMBLY. INSTALL
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PER MANUF.'s INSTRUCTIONS
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382
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194
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183
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T7
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T5
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T2
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T1
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T3
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SHEATHING SCHEDULE
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SHEATHING
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EXTERIOR WALLS
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7/16" OSB
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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INTERIOR WALLS
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5/8" TYPE X G.B.
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FLOOR
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3/4" T&G PLYWOOD
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ROOF
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19/32" OSB OR 5/8" C.D.X.
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PLYWOOD. PROVIDE RADIANT
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%%UABBREVIATIONS
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DF
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SPF
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Y.P.
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OSB
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EN
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PN
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IN
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DF
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 8d NAILS
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 10d NAILS
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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DOUGLAS FIR LARCH
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INTERIOR PANEL NAILING
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PERIMETER NAILING, CONDITION WHERE SHEATHING ABUTTS
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EDGE NAILING @ END CONDITIONS
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ORIENTED STRAND BOARD
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YELLOW PINE
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SPRUCE PINE FIR
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DOUGLAS FIR
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%%UGENERAL FRAMING NOTES
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1. JAMB STUDS FOR INTERIOR LOAD BEARING WALL OPENING:
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SUPPORTING 1 FLOOR
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OPENINGS 3'-0" OR LESS
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OPENINGS OVER 3'-0"
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2. BREEZEWAY BEAM SUPPORT (ROOF AND FLOOR):
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3. JAMB STUDS FOR EXTERIOR WALL OPENINGS:
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4. MUTILPE STUDS SUPPORTING BEAMS TO CARRY DOWN TO FOUNDATION INCLUDING INTERSTITIAL FLOOR SPACE.
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5. JAMB AND SUPPORT COLUMNS ARE IN ADDITION TO WALL STUDS.
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6. BUILT-UP JAMBS AND SUPPORT BEAMS TO BE NAILED AS FOLLOWS:
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(2) 2x4: 8d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1" EDGE DISTANCE AND 2 1/2" END DISTANCE.
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(3) 2x4: 20d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1 1/2" EDGE DISTANCE AND 1 1/2" END DISTANCE.
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7. REF. UNIT PLANS FOR SHEAR WALL AND STRAPPING LOCATIONS. REF. DETAILS FOR REQUIREMENTS.
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*
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*
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1 STUD + 2 CRIPPLE
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1 STUD + 1 CRIPPLE
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2 STUDS
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2 STUDS + 1 CRIPPLE
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8. SW# DENOTES LOCATIONS OF SHEAR WALLS, SEE DETAILS ON DWG S2.5
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9. INSTALL 2x6 SPF #2 WOOD STUDS @ 16"O.C. AT PLUMBING WALLS. SEE ARCH'L DRAWINGS FOR LOCATIONS.
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E-S2.5
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SIMPSON H6 HURRICANE TIE
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F
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1 1/2" MAXIMUM DIAMETER.
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SHALL BE LOCATED AT THE CENTERLINE OF THE STUD AND
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OVER NOTCH W/ 1(2) 10dx1 1/2" NAILS. MAXIMUM SIZE OF
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CUT NOTCH SHALL BE 2"x2". DRILLED HOLES IN STUDS
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ELECTRICAL CONDUIT. PROVIDE SIMPSON SS1.5 STUD SHOE
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MANUFACTURER.
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NAILS @ 7"O.C. TO ALL SUPPORTS.
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AND TRUSS GIRDER BEARINGS.
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6. ATTACH ALL GYPSUM BOARD SHEATHING W/ 6d COOLER
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4. ALL TRUSS TO TRUSS GIRDER CONNECTIONS BY TRUSS
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5. WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES AND
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3. PROVIDE SOLID (STACKED) STUDS BELOW ALL WOOD BEAM
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1. DIMENSIONS AT EXTERIOR WALL ARE TO FACE OF STUD.
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2. SEE DRAWING S1.2 FOR GENERAL NOTES.
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%%uNOTES %%u
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FRAMING PLAN AND FLOOR FRAMING PLAN
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SIMPSON HDU5-SDS2.5 HOLDOWN W/14 SIMPSON
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SDS 1/4x2 1/2 SCREWS
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G
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H2.5A TIES.
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7. ATTACH TRUSSES TO SUPPORT WALLS W/ SIMPSON
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MATERIAL
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LOCATIONS
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NOTES
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FRAMING SCHEDULE
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STUD SPACING
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DFL
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1. 1st STORY
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2. 2nd STORY
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INTERIOR WALLS
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WALL FRAMING MATERIALS
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A. FIRST FLOOR BOTTOM PLATES:
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B. ALL OTHER PLATES (TOP & BOTTOM):
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C. STUDS:
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D. HEADERS:
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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BREEZEWAY
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EXTERIOR WALLS
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END WALLS
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FRONT WALLS
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SPF
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DFL
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SPF
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DFL
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SPF
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DFL
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SPF
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SPF
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DFL
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SPF
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DFL
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LOAD BEARING
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CENTER SEPERATION
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SIDE SEPERATION
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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-
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12"O.C.
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16"O.C.
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2. 2nd STORY
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1. 1st STORY
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#2 Y.P. OR #2 D.F.
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#2 D.F.L., OR #2 S.P.F. AS SPACED PER SCHEDULE
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S.P.F., UTILITY GRADE OR EQUAL
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Y.P., UTILITY GRADE, CCA
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(EXCEPT @ SHEAR WALLS)
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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(EXCEPT @ SHEAR WALLS)
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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BARRIER AT UNDERSIDE OF
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DECKING
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(3) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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139
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BOTTOM CHORD 10 PSF
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(3) 1 3/4x7 1/4 LVL BEAM
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149
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(2) 1 3/4x11 1/4 LVL 2,OE
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156
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(2) 1 3/4x9 1/4 LVL 2,OE
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158
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2. 3rd STORY
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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2. 3rd STORY
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F-S2.5
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F-S2.5
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K-S2.5
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K-S2.5
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L-S2.5
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L-S2.5
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K-S2.5
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K-S2.5
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B-S2.4
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B-S2.4
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C-S2.4
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D-S2.4
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North
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JOB:
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DATE:
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SHEET:
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19-2999
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4-15-2020
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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1/8"=1'-0"
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F-S2.5
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F-S2.5
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L-S2.5
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L-S2.5
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L-S2.5
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SW2
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150
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382
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4/15/2020
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C
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COPYRIGHTED
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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1/8"=1'-0"
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1/8"=1'-0"
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%%UBUILDING LEGEND
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INDICATES SHEAR WALL (SW#) LOCATIONS
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(SEE SECTIONS AND SHEAR WALL DETAILS
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FOR REQUIREMENTS) SHOWN ON ROOF
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INDICATES INTERIOR LOAD BEARING WALLS
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SHOWN ON FLOOR FRAMING PLAN
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%%UDESIGN LOADS
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FLOOR LOADS
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LIVE LOADS
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DWELLING 40 PSF
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EXITS 100 PSF
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BALCONIES 60 PSF
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DEAD LOADS
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DWELLING TOP CHORD 25 PSF
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DWELLING BOTTOM CHORD 5 PSF
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BALCONIES & BREEZEWAYS 20 PSF
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ROOF LOADS
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LIVE LOADS
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TOP CHORD 20 PSF
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DEAD LOADS
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TOP CHORD 20 PSF
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BOTTOM CHORD 10 PSF
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%%USHEAR STRAPPING & HOLDOWNS
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SIMPSON MST A24 W/ 9-10d NAILS @ EACH END
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"O.C.
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SIMPSON MST 48 W/ 17-16d NAILS @ EACH END
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SIMPSON HDU4-SDS2.5 W/ 10-SDS 1/4x2 1/2" WOOD
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SCREWS TOP & BOTTOM W/ 5/8"%%C ANCHOR
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"
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O.C. BETWEEN HOLDOWNS
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A
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B
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C
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%%UROOF TRUSS SCHEDULE
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COMMON ROOF TRUSS
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HIP TRUSS
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JACK TRUSS
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GIRDER TRUSS
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GABLE TRUSS
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OVERLAY TRUSS
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GABLE TRUSS
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%%uKEYNOTES %%u
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(2) 2x8 BLOCKING MEMBERS CUT TO FIT BETWEEN
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2x4 KNEE WALL W/ STUDS SPACED PER WALL BELOW.
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END NAIL TOP & BOTTOM PER DETAIL E-S2.5
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6x6 SPF #2 WOOD COLUMN
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TREATED 2x8 LEDGER LAG BOLTED INTO SOLID
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BLOCKING W/ BOLTS AS CALLED OUT IN DETAIL O-A4.6
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16" DEEP CHORD OPEN WEB TRUSSES @ 24"O.C.
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2x12 JOISTS @ 16"O.C.
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(4) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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KNEE WALL W/ STUDS SPACED PER SCHEDULE W/
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WALL BELOW PROVIDE SHEAR BLOCKING PER DETAIL
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CONTINUOUS 2x4 & 2x2 BAND W/ SHEAR BLOCKING
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PER DETAIL E-S2.5
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(3) 2x12 BEAM
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TREATED 2x8 FLOOR JOISTS @ 16"O.C.
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(2) 2x12 HEADER W/ 1/2" PLYWOOD SPACER
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(2) 1 3/4x9 1/4 1.7E TIMBERSTRAND BY TRUSS
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JOIST
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INTERIOR LOAD BEARING WALL WHERE INDICATED
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GABLE TRUSS W/ VERTICAL 2x4 SIDING SUPPORTS
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@ 16"O.C. PROVIDE STIFF-BACK BRACE AT MID-POINT
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TO INTERIOR PARTITION
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2x4 OUTRIGGERS @ 24"O.C.
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GIRDER TRUSS
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22"x36" PREMANUF. ATTIC ACCESS PANEL. UL
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RATED FOR 1 HOUR FIRE RATED ASSEMBLY. INSTALL
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PER MANUF.'s INSTRUCTIONS
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382
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194
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183
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SHEATHING SCHEDULE
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SHEATHING
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EXTERIOR WALLS
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7/16" OSB
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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INTERIOR WALLS
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5/8" TYPE X G.B.
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FLOOR
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3/4" T&G PLYWOOD
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ROOF
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19/32" OSB OR 5/8" C.D.X.
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PLYWOOD. PROVIDE RADIANT
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%%UABBREVIATIONS
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DF
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SPF
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Y.P.
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OSB
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EN
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PN
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IN
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DF
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 8d NAILS
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 10d NAILS
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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DOUGLAS FIR LARCH
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INTERIOR PANEL NAILING
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PERIMETER NAILING, CONDITION WHERE SHEATHING ABUTTS
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EDGE NAILING @ END CONDITIONS
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ORIENTED STRAND BOARD
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YELLOW PINE
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SPRUCE PINE FIR
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DOUGLAS FIR
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%%UGENERAL FRAMING NOTES
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1. JAMB STUDS FOR INTERIOR LOAD BEARING WALL OPENING:
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SUPPORTING 1 FLOOR
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OPENINGS 3'-0" OR LESS
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OPENINGS OVER 3'-0"
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2. BREEZEWAY BEAM SUPPORT (ROOF AND FLOOR):
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3. JAMB STUDS FOR EXTERIOR WALL OPENINGS:
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4. MUTILPE STUDS SUPPORTING BEAMS TO CARRY DOWN TO FOUNDATION INCLUDING INTERSTITIAL FLOOR SPACE.
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5. JAMB AND SUPPORT COLUMNS ARE IN ADDITION TO WALL STUDS.
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6. BUILT-UP JAMBS AND SUPPORT BEAMS TO BE NAILED AS FOLLOWS:
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(2) 2x4: 8d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1" EDGE DISTANCE AND 2 1/2" END DISTANCE.
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(3) 2x4: 20d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1 1/2" EDGE DISTANCE AND 1 1/2" END DISTANCE.
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7. REF. UNIT PLANS FOR SHEAR WALL AND STRAPPING LOCATIONS. REF. DETAILS FOR REQUIREMENTS.
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*
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*
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1 STUD + 2 CRIPPLE
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1 STUD + 1 CRIPPLE
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2 STUDS
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2 STUDS + 1 CRIPPLE
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8. SW# DENOTES LOCATIONS OF SHEAR WALLS, SEE DETAILS ON DWG S2.5
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9. INSTALL 2x6 SPF #2 WOOD STUDS @ 16"O.C. AT PLUMBING WALLS. SEE ARCH'L DRAWINGS FOR LOCATIONS.
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E-S2.5
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SIMPSON H6 HURRICANE TIE
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F
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1 1/2" MAXIMUM DIAMETER.
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SHALL BE LOCATED AT THE CENTERLINE OF THE STUD AND
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OVER NOTCH W/ 1(2) 10dx1 1/2" NAILS. MAXIMUM SIZE OF
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CUT NOTCH SHALL BE 2"x2". DRILLED HOLES IN STUDS
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ELECTRICAL CONDUIT. PROVIDE SIMPSON SS1.5 STUD SHOE
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MANUFACTURER.
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NAILS @ 7"O.C. TO ALL SUPPORTS.
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AND TRUSS GIRDER BEARINGS.
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6. ATTACH ALL GYPSUM BOARD SHEATHING W/ 6d COOLER
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4. ALL TRUSS TO TRUSS GIRDER CONNECTIONS BY TRUSS
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5. WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES AND
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3. PROVIDE SOLID (STACKED) STUDS BELOW ALL WOOD BEAM
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1. DIMENSIONS AT EXTERIOR WALL ARE TO FACE OF STUD.
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2. SEE DRAWING S1.2 FOR GENERAL NOTES.
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%%uNOTES %%u
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FRAMING PLAN AND FLOOR FRAMING PLAN
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SIMPSON HDU5-SDS2.5 HOLDOWN W/14 SIMPSON
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SDS 1/4x2 1/2 SCREWS
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G
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H2.5A TIES.
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7. ATTACH TRUSSES TO SUPPORT WALLS W/ SIMPSON
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MATERIAL
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LOCATIONS
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NOTES
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FRAMING SCHEDULE
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STUD SPACING
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DFL
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1. 1st STORY
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2. 2nd STORY
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INTERIOR WALLS
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WALL FRAMING MATERIALS
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A. FIRST FLOOR BOTTOM PLATES:
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B. ALL OTHER PLATES (TOP & BOTTOM):
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C. STUDS:
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D. HEADERS:
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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BREEZEWAY
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EXTERIOR WALLS
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END WALLS
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FRONT WALLS
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SPF
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DFL
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SPF
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DFL
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SPF
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DFL
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SPF
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SPF
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DFL
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SPF
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DFL
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LOAD BEARING
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CENTER SEPERATION
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SIDE SEPERATION
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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-
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12"O.C.
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16"O.C.
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2. 2nd STORY
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1. 1st STORY
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#2 Y.P. OR #2 D.F.
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#2 D.F.L., OR #2 S.P.F. AS SPACED PER SCHEDULE
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S.P.F., UTILITY GRADE OR EQUAL
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Y.P., UTILITY GRADE, CCA
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(EXCEPT @ SHEAR WALLS)
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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(EXCEPT @ SHEAR WALLS)
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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BARRIER AT UNDERSIDE OF
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DECKING
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(3) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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139
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BOTTOM CHORD 10 PSF
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(3) 1 3/4x7 1/4 LVL BEAM
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149
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(2) 1 3/4x11 1/4 LVL 2,OE
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156
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(2) 1 3/4x9 1/4 LVL 2,OE
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158
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2. 3rd STORY
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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2. 3rd STORY
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F-S2.5
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F-S2.5
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L-S2.5
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K-S2.5
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G-S2.4
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L-S2.5
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C-S2.5
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B-S2.5
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G-S2.5
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G-S2.4
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J-S2.4
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G-S2.4
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G-S2.4
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K-S2.5
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G-S2.5
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A-S2.4
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A-S2.4
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North
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North
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JOB:
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DATE:
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SHEET:
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19-2999
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4-15-2020
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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G-S2.4
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A-S2.4
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G-S2.5
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A-S2.4
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G-S2.4
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B-S2.5
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B-S2.5
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B-S2.5
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J-S2.4
S2.3A APARTMENT BUILDING B - THIRD FLOOR & LOW ROOF FRAMING PLAN Manley Structural Engineers, P.A.
B APARTMENT BUILDING B- HIGH ROOF FRAMING PLAN
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157
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145
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150
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150
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D
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147
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143
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157
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149
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157
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D
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150
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144
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144
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144
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144
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D
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150
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143
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147
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129
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143
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157
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150
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150
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157
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120
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131
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150
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157
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A
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E
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A
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A
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A
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T3
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T2
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E
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T7
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150
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T7
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E
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A
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A
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T3
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T2
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E
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A
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A
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T2
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150
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150
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150
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150
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150
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T2
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T2
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T1
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T1
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T1
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T3
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T4
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155
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155
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B
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B
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T3
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T3
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T7
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T7
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T4
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T4
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T4
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T4
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T3
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T3
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T3
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T3
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4/15/2020
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C
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COPYRIGHTED
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1/8"=1'-0"
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F-S2.5
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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1/8"=1'-0"
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%%UBUILDING LEGEND
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INDICATES SHEAR WALL (SW#) LOCATIONS
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(SEE SECTIONS AND SHEAR WALL DETAILS
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FOR REQUIREMENTS) SHOWN ON ROOF
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INDICATES INTERIOR LOAD BEARING WALLS
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SHOWN ON FLOOR FRAMING PLAN
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%%UDESIGN LOADS
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FLOOR LOADS
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LIVE LOADS
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DWELLING 40 PSF
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EXITS 100 PSF
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BALCONIES 60 PSF
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DEAD LOADS
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DWELLING TOP CHORD 25 PSF
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DWELLING BOTTOM CHORD 5 PSF
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BALCONIES & BREEZEWAYS 20 PSF
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ROOF LOADS
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LIVE LOADS
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TOP CHORD 20 PSF
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DEAD LOADS
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TOP CHORD 20 PSF
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BOTTOM CHORD 10 PSF
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%%USHEAR STRAPPING & HOLDOWNS
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SIMPSON MST A24 W/ 9-10d NAILS @ EACH END
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"O.C.
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SIMPSON MST 48 W/ 17-16d NAILS @ EACH END
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SIMPSON HDU4-SDS2.5 W/ 10-SDS 1/4x2 1/2" WOOD
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SCREWS TOP & BOTTOM W/ 5/8"%%C ANCHOR
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"
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O.C. BETWEEN HOLDOWNS
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A
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B
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C
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D
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E
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%%UROOF TRUSS SCHEDULE
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COMMON ROOF TRUSS
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HIP TRUSS
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JACK TRUSS
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GIRDER TRUSS
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GABLE TRUSS
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OVERLAY TRUSS
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GABLE TRUSS
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%%uKEYNOTES %%u
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(2) 2x8 BLOCKING MEMBERS CUT TO FIT BETWEEN
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2x4 KNEE WALL W/ STUDS SPACED PER WALL BELOW.
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END NAIL TOP & BOTTOM PER DETAIL E-S2.5
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6x6 SPF #2 WOOD COLUMN
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TREATED 2x8 LEDGER LAG BOLTED INTO SOLID
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BLOCKING W/ BOLTS AS CALLED OUT IN DETAIL O-A4.6
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16" DEEP CHORD OPEN WEB TRUSSES @ 24"O.C.
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2x12 JOISTS @ 16"O.C.
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(4) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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KNEE WALL W/ STUDS SPACED PER SCHEDULE W/
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WALL BELOW PROVIDE SHEAR BLOCKING PER DETAIL
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CONTINUOUS 2x4 & 2x2 BAND W/ SHEAR BLOCKING
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PER DETAIL E-S2.5
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(3) 2x12 BEAM
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TREATED 2x8 FLOOR JOISTS @ 16"O.C.
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(2) 2x12 HEADER W/ 1/2" PLYWOOD SPACER
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(2) 1 3/4x9 1/4 1.7E TIMBERSTRAND BY TRUSS
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JOIST
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INTERIOR LOAD BEARING WALL WHERE INDICATED
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GABLE TRUSS W/ VERTICAL 2x4 SIDING SUPPORTS
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@ 16"O.C. PROVIDE STIFF-BACK BRACE AT MID-POINT
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TO INTERIOR PARTITION
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2x4 OUTRIGGERS @ 24"O.C.
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GIRDER TRUSS
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22"x36" PREMANUF. ATTIC ACCESS PANEL. UL
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RATED FOR 1 HOUR FIRE RATED ASSEMBLY. INSTALL
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PER MANUF.'s INSTRUCTIONS
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382
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194
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183
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173
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157
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155
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150
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147
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145
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144
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143
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138
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137
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131
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129
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122
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120
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T7
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T6
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T4
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T5
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T2
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T1
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T3
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SHEATHING SCHEDULE
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SHEATHING
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EXTERIOR WALLS
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7/16" OSB
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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INTERIOR WALLS
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5/8" TYPE X G.B.
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FLOOR
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3/4" T&G PLYWOOD
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ROOF
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19/32" OSB OR 5/8" C.D.X.
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PLYWOOD. PROVIDE RADIANT
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%%UABBREVIATIONS
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DF
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SPF
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Y.P.
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OSB
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EN
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PN
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IN
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DF
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 8d NAILS
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 10d NAILS
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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DOUGLAS FIR LARCH
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INTERIOR PANEL NAILING
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PERIMETER NAILING, CONDITION WHERE SHEATHING ABUTTS
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EDGE NAILING @ END CONDITIONS
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ORIENTED STRAND BOARD
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YELLOW PINE
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SPRUCE PINE FIR
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DOUGLAS FIR
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%%UGENERAL FRAMING NOTES
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1. JAMB STUDS FOR INTERIOR LOAD BEARING WALL OPENING:
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SUPPORTING 1 FLOOR
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OPENINGS 3'-0" OR LESS
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OPENINGS OVER 3'-0"
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2. BREEZEWAY BEAM SUPPORT (ROOF AND FLOOR):
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3. JAMB STUDS FOR EXTERIOR WALL OPENINGS:
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4. MUTILPE STUDS SUPPORTING BEAMS TO CARRY DOWN TO FOUNDATION INCLUDING INTERSTITIAL FLOOR SPACE.
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5. JAMB AND SUPPORT COLUMNS ARE IN ADDITION TO WALL STUDS.
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6. BUILT-UP JAMBS AND SUPPORT BEAMS TO BE NAILED AS FOLLOWS:
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(2) 2x4: 8d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1" EDGE DISTANCE AND 2 1/2" END DISTANCE.
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(3) 2x4: 20d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1 1/2" EDGE DISTANCE AND 1 1/2" END DISTANCE.
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7. REF. UNIT PLANS FOR SHEAR WALL AND STRAPPING LOCATIONS. REF. DETAILS FOR REQUIREMENTS.
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*
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*
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1 STUD + 2 CRIPPLE
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1 STUD + 1 CRIPPLE
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2 STUDS
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2 STUDS + 1 CRIPPLE
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8. SW# DENOTES LOCATIONS OF SHEAR WALLS, SEE DETAILS ON DWG S2.5
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9. INSTALL 2x6 SPF #2 WOOD STUDS @ 16"O.C. AT PLUMBING WALLS. SEE ARCH'L DRAWINGS FOR LOCATIONS.
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E-S2.5
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SIMPSON H6 HURRICANE TIE
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F
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1 1/2" MAXIMUM DIAMETER.
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SHALL BE LOCATED AT THE CENTERLINE OF THE STUD AND
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OVER NOTCH W/ 1(2) 10dx1 1/2" NAILS. MAXIMUM SIZE OF
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CUT NOTCH SHALL BE 2"x2". DRILLED HOLES IN STUDS
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ELECTRICAL CONDUIT. PROVIDE SIMPSON SS1.5 STUD SHOE
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MANUFACTURER.
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NAILS @ 7"O.C. TO ALL SUPPORTS.
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AND TRUSS GIRDER BEARINGS.
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6. ATTACH ALL GYPSUM BOARD SHEATHING W/ 6d COOLER
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4. ALL TRUSS TO TRUSS GIRDER CONNECTIONS BY TRUSS
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5. WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES AND
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3. PROVIDE SOLID (STACKED) STUDS BELOW ALL WOOD BEAM
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1. DIMENSIONS AT EXTERIOR WALL ARE TO FACE OF STUD.
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2. SEE DRAWING S1.2 FOR GENERAL NOTES.
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%%uNOTES %%u
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FRAMING PLAN AND FLOOR FRAMING PLAN
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SIMPSON HDU5-SDS2.5 HOLDOWN W/14 SIMPSON
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SDS 1/4x2 1/2 SCREWS
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G
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H2.5A TIES.
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7. ATTACH TRUSSES TO SUPPORT WALLS W/ SIMPSON
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MATERIAL
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LOCATIONS
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NOTES
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FRAMING SCHEDULE
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STUD SPACING
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DFL
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1. 1st STORY
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2. 2nd STORY
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INTERIOR WALLS
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WALL FRAMING MATERIALS
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A. FIRST FLOOR BOTTOM PLATES:
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B. ALL OTHER PLATES (TOP & BOTTOM):
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C. STUDS:
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D. HEADERS:
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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BREEZEWAY
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EXTERIOR WALLS
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END WALLS
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FRONT WALLS
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SPF
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DFL
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SPF
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DFL
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SPF
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DFL
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SPF
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SPF
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DFL
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SPF
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DFL
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LOAD BEARING
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CENTER SEPERATION
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SIDE SEPERATION
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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-
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12"O.C.
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16"O.C.
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2. 2nd STORY
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1. 1st STORY
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#2 Y.P. OR #2 D.F.
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#2 D.F.L., OR #2 S.P.F. AS SPACED PER SCHEDULE
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S.P.F., UTILITY GRADE OR EQUAL
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Y.P., UTILITY GRADE, CCA
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(EXCEPT @ SHEAR WALLS)
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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(EXCEPT @ SHEAR WALLS)
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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BARRIER AT UNDERSIDE OF
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DECKING
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(3) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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139
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BOTTOM CHORD 10 PSF
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(3) 1 3/4x7 1/4 LVL BEAM
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149
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(2) 1 3/4x11 1/4 LVL 2,OE
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156
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(2) 1 3/4x9 1/4 LVL 2,OE
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158
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2. 3rd STORY
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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2. 3rd STORY
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F-S2.5
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L-S2.5
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L-S2.5
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L-S2.5
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L-S2.5
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C-S2.5
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G-S2.4
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B-S2.5
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D-S2.5
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G-S2.4
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G-S2.4
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G-S2.5
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G-S2.4
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B-S2.5
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G-S2.4
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G-S2.4
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B-S2.5
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G-S2.4
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G-S2.4
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J-S2.4
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North
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North
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JOB:
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DATE:
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SHEET:
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19-2999
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4-15-2020
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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G-S2.4
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J-S2.4
S2.4Manley Structural Engineers, P.A.
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4
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2
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4
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2
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2x4 WOOD STUDS
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@ 16"O.C.
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GYPSUM BOARD (OR PLYWOOD @ SHEAR WALLS) BTWN EVERY OTHER TRUSS
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2x4 BLOCKING
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(BTWN ALL TRUSSES)
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@ 24"O.C.
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SIMPSON H2.5A
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REF. ARCH'L DWGS.
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TRUSS BEARING
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WOOD TRUSSES
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2x4 WOOD STUDS @
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EA. SIDE OF TRUSS &
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TIES @ EA. TRUSS
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CENTERED BTWN. TRUSSES
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4
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12
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ROOF SHEATHING
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8d NAILS @ 6"O.C.
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4
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2
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4
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2
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SEE SECTION G-S2.4
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FOR NOTES
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@ 24"O.C.
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WOOD TRUSSES
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4
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12
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ROOF SHEATHING
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8d NAILS @ 6"O.C.
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REF. ARCH'L DWGS.
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TRUSS BEARING
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4
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2
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2
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6
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ELEV.
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VARIES
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5/8" PLYWOOD DECKING
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15/32" PLYWOOD SHEATHING
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WOOD ROOF TRUSSES @ 24"O.C.
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CONT. 2x6 WOOD LEDGER W/ (2) 1/4x3 1/2" SIMPSON SDS SCREWS TO EA. STUD
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2x4 WOOD STUDS @ 16"O.C.
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4
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2
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4
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2
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4
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2
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4
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2
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4
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2
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4
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2
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2x4 WOOD STUDS @ 16"O.C.
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3/4" GYPCRETE
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3/4" T&G PLYWOOD DECKING
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(2) 1 3/4x11 1/4" 2.OE LVL W/ 10d BOX NAILS, @ 12"O.C. TOP & BTM.
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16" DEEP OPEN WEB FLOOR TRUSSES @ 24"O.C.
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(4) 2x4 WOOD STUDS W/ 8d COMMON NAILS @ 6"O.C. (EA. PLY)
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110'-6 5/8"
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4
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2
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4
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2
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4
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2
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4
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2
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4
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2
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4
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2
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2x4 WOOD STUDS @ 16"O.C.
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3/4" GYPCRETE
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3/4" T&G PLYWOOD DECKING
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16" DEEP OPEN WEB FLOOR TRUSSES @ 24"O.C.
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110'-6 5/8"
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(2) 1 3/4x11 1/4" 2.OE LVL W/ (2)10d BOX NAILS, @ 12"O.C.
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X
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X
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SIMPSON HUS412 BEAM HANGER
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(2) 1 3/4x11 1/4" 2.OE LVL W/ (2)10d BOX NAILS @ 12"O.C.
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SIMPSON ITS3.5 6/16 TOP FLANGE HEADER
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4
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2
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110'-6 5/8"
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12
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2
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(2) 2x4 WOOD STUDS
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SIMPSON H8 TIES (BOTH SIDES)
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3/4" GYPCRETE
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3/4" T&G PLYWOOD DECKING
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2x12 FLOOR JOISTS @ 16"O.C. W/ SIMPSON LUS210 HANGERS
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(4) 2x12 BEAM
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(4) 2x4 WOOD STUDS
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(3) 2x6 WOOD STUDS
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SIMPSON H8 TIES (BOTH SIDES)
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(2) 1 3/4X11 1/4" LVL
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4/15/2020
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C
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COPYRIGHTED
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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%%UBUILDING LEGEND
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INDICATES SHEAR WALL (SW#) LOCATIONS
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(SEE SECTIONS AND SHEAR WALL DETAILS
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FOR REQUIREMENTS) SHOWN ON ROOF
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INDICATES INTERIOR LOAD BEARING WALLS
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SHOWN ON FLOOR FRAMING PLAN
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%%UDESIGN LOADS
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FLOOR LOADS
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LIVE LOADS
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DWELLING 40 PSF
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EXITS 100 PSF
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BALCONIES 60 PSF
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DEAD LOADS
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DWELLING TOP CHORD 25 PSF
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DWELLING BOTTOM CHORD 5 PSF
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BALCONIES & BREEZEWAYS 20 PSF
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ROOF LOADS
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LIVE LOADS
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TOP CHORD 20 PSF
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DEAD LOADS
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TOP CHORD 20 PSF
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BOTTOM CHORD 10 PSF
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%%USHEAR STRAPPING & HOLDOWNS
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SIMPSON MST A24 W/ 9-10d NAILS @ EACH END
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"O.C.
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SIMPSON MST 48 W/ 17-16d NAILS @ EACH END
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SIMPSON HDU4-SDS2.5 W/ 10-SDS 1/4x2 1/2" WOOD
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SCREWS TOP & BOTTOM W/ 5/8"%%C ANCHOR
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SIMPSON HGA 10 W/ 4-SDS 1/4x3" SCREWS @ 32"
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O.C. BETWEEN HOLDOWNS
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A
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B
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C
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D
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E
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%%UROOF TRUSS SCHEDULE
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COMMON ROOF TRUSS
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HIP TRUSS
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JACK TRUSS
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GIRDER TRUSS
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GABLE TRUSS
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OVERLAY TRUSS
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GABLE TRUSS
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%%uKEYNOTES %%u
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(2) 2x8 BLOCKING MEMBERS CUT TO FIT BETWEEN
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2x4 KNEE WALL W/ STUDS SPACED PER WALL BELOW.
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END NAIL TOP & BOTTOM PER DETAIL E-S2.5
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6x6 SPF #2 WOOD COLUMN
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TREATED 2x8 LEDGER LAG BOLTED INTO SOLID
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BLOCKING W/ BOLTS AS CALLED OUT IN DETAIL O-A4.6
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16" DEEP CHORD OPEN WEB TRUSSES @ 24"O.C.
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2x12 JOISTS @ 16"O.C.
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(4) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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KNEE WALL W/ STUDS SPACED PER SCHEDULE W/
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WALL BELOW PROVIDE SHEAR BLOCKING PER DETAIL
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CONTINUOUS 2x4 & 2x2 BAND W/ SHEAR BLOCKING
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PER DETAIL E-S2.5
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(3) 2x12 BEAM
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TREATED 2x8 FLOOR JOISTS @ 16"O.C.
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(2) 2x12 HEADER W/ 1/2" PLYWOOD SPACER
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(2) 1 3/4x9 1/4 1.7E TIMBERSTRAND BY TRUSS
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JOIST
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INTERIOR LOAD BEARING WALL WHERE INDICATED
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GABLE TRUSS W/ VERTICAL 2x4 SIDING SUPPORTS
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@ 16"O.C. PROVIDE STIFF-BACK BRACE AT MID-POINT
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TO INTERIOR PARTITION
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2x4 OUTRIGGERS @ 24"O.C.
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GIRDER TRUSS
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22"x36" PREMANUF. ATTIC ACCESS PANEL. UL
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RATED FOR 1 HOUR FIRE RATED ASSEMBLY. INSTALL
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PER MANUF.'s INSTRUCTIONS
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382
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194
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183
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173
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157
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155
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150
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147
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145
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144
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143
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138
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137
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131
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129
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122
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120
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T7
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T6
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T4
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T5
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T2
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T1
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T3
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SHEATHING SCHEDULE
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SHEATHING
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EXTERIOR WALLS
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7/16" OSB
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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INTERIOR WALLS
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5/8" TYPE X G.B.
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FLOOR
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3/4" T&G PLYWOOD
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ROOF
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19/32" OSB OR 5/8" C.D.X.
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PLYWOOD. PROVIDE RADIANT
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%%UABBREVIATIONS
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DF
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SPF
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Y.P.
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OSB
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EN
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PN
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IN
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DF
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 8d NAILS
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1. EN, PN, @ 6"O.C. AND IN 12"O.C. W/ 10d NAILS
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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DOUGLAS FIR LARCH
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INTERIOR PANEL NAILING
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PERIMETER NAILING, CONDITION WHERE SHEATHING ABUTTS
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EDGE NAILING @ END CONDITIONS
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ORIENTED STRAND BOARD
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YELLOW PINE
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SPRUCE PINE FIR
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DOUGLAS FIR
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%%UGENERAL FRAMING NOTES
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1. JAMB STUDS FOR INTERIOR LOAD BEARING WALL OPENING:
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SUPPORTING 1 FLOOR
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OPENINGS 3'-0" OR LESS
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OPENINGS OVER 3'-0"
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2. BREEZEWAY BEAM SUPPORT (ROOF AND FLOOR):
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3. JAMB STUDS FOR EXTERIOR WALL OPENINGS:
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4. MUTILPE STUDS SUPPORTING BEAMS TO CARRY DOWN TO FOUNDATION INCLUDING INTERSTITIAL FLOOR SPACE.
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5. JAMB AND SUPPORT COLUMNS ARE IN ADDITION TO WALL STUDS.
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6. BUILT-UP JAMBS AND SUPPORT BEAMS TO BE NAILED AS FOLLOWS:
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(2) 2x4: 8d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1" EDGE DISTANCE AND 2 1/2" END DISTANCE.
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(3) 2x4: 20d NAILS AT 9"O.C. MAX. W/ ALTERNATE NAILS ON OPPOSITE SIDES. NAILS STAGGERED
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W/ 1 1/2" EDGE DISTANCE AND 1 1/2" END DISTANCE.
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7. REF. UNIT PLANS FOR SHEAR WALL AND STRAPPING LOCATIONS. REF. DETAILS FOR REQUIREMENTS.
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*
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*
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1 STUD + 2 CRIPPLE
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1 STUD + 1 CRIPPLE
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2 STUDS
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2 STUDS + 1 CRIPPLE
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8. SW# DENOTES LOCATIONS OF SHEAR WALLS, SEE DETAILS ON DWG S2.5
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9. INSTALL 2x6 SPF #2 WOOD STUDS @ 16"O.C. AT PLUMBING WALLS. SEE ARCH'L DRAWINGS FOR LOCATIONS.
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E-S2.5
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SIMPSON H6 HURRICANE TIE
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F
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1 1/2" MAXIMUM DIAMETER.
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SHALL BE LOCATED AT THE CENTERLINE OF THE STUD AND
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OVER NOTCH W/ 1(2) 10dx1 1/2" NAILS. MAXIMUM SIZE OF
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CUT NOTCH SHALL BE 2"x2". DRILLED HOLES IN STUDS
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ELECTRICAL CONDUIT. PROVIDE SIMPSON SS1.5 STUD SHOE
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MANUFACTURER.
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NAILS @ 7"O.C. TO ALL SUPPORTS.
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AND TRUSS GIRDER BEARINGS.
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6. ATTACH ALL GYPSUM BOARD SHEATHING W/ 6d COOLER
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4. ALL TRUSS TO TRUSS GIRDER CONNECTIONS BY TRUSS
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5. WHERE STUDS ARE NOTCHED FOR PLUMBING PIPES AND
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3. PROVIDE SOLID (STACKED) STUDS BELOW ALL WOOD BEAM
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1. DIMENSIONS AT EXTERIOR WALL ARE TO FACE OF STUD.
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2. SEE DRAWING S1.2 FOR GENERAL NOTES.
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%%uNOTES %%u
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FRAMING PLAN AND FLOOR FRAMING PLAN
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SIMPSON HDU5-SDS2.5 HOLDOWN W/14 SIMPSON
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SDS 1/4x2 1/2 SCREWS
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G
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H2.5A TIES.
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7. ATTACH TRUSSES TO SUPPORT WALLS W/ SIMPSON
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MATERIAL
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LOCATIONS
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NOTES
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FRAMING SCHEDULE
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STUD SPACING
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DFL
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1. 1st STORY
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2. 2nd STORY
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INTERIOR WALLS
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WALL FRAMING MATERIALS
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A. FIRST FLOOR BOTTOM PLATES:
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B. ALL OTHER PLATES (TOP & BOTTOM):
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C. STUDS:
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D. HEADERS:
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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12"O.C.
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16"O.C.
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12"O.C.
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16"O.C.
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16"O.C.
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12"O.C.
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BREEZEWAY
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EXTERIOR WALLS
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END WALLS
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FRONT WALLS
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SPF
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DFL
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SPF
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DFL
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SPF
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DFL
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SPF
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SPF
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DFL
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SPF
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DFL
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LOAD BEARING
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CENTER SEPERATION
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SIDE SEPERATION
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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-
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12"O.C.
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16"O.C.
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2. 2nd STORY
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1. 1st STORY
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#2 Y.P. OR #2 D.F.
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#2 D.F.L., OR #2 S.P.F. AS SPACED PER SCHEDULE
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S.P.F., UTILITY GRADE OR EQUAL
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Y.P., UTILITY GRADE, CCA
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(EXCEPT @ SHEAR WALLS)
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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(EXCEPT @ SHEAR WALLS)
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2. 2nd STORY - EN, PN, @ 7"O.C.; IN 12"O.C.
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1. 1st STORY - EN, PN, @ 4"O.C.; IN 12"O.C.
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W/ 6d COOLER NAILS
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W/ 6d COOLER NAILS
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BARRIER AT UNDERSIDE OF
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DECKING
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(3) 2x12 BEAM AT LOCATION SHOWN ON FRAMING
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PLAN
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139
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BOTTOM CHORD 10 PSF
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(3) 1 3/4x7 1/4 LVL BEAM
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149
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(2) 1 3/4x11 1/4 LVL 2,OE
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156
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(2) 1 3/4x9 1/4 LVL 2,OE
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158
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2. 3rd STORY
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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16"O.C.
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2. 3rd STORY
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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JOB:
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DATE:
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SHEET:
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4-15-2020
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19-2999
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
}
~
S2.5A TYPICAL WOOD STUD BEARING WALLB SECTION @ BREEZEWAY
C SIDE PARTY WALLSECTION @ SIDE TO
D SECTIONE SHEAR WALL DETAILS
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BACK-BACK SEPERATION
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2x4 STUDS
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16d NAILS @ 16"O.C.
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6d COOLER NAILS
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SEE FRM'G SCHEDULE
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DWG S2.1 FOR
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2x8 TOP P
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L
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2x4 STUD KNEEWALL
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3/4" GYPCRETE TOPPING
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DECK ON 16"O.C. DEEP
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OPEN WEB FLOOR TRUSSES
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ON 3/4" T&G PLYWOOD
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5/8" G.B.
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6d COOLER NAILS
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SEE FRM'G SCHEDULE
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DWG S2.1 FOR SPACING
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2x4 STUDS
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5/8" G.B.
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SPACING
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6d COOLER NAILS
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SEE FRM'G SCHEDULE
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DWG S2.1 FOR
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SPACING
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CONSTRUCT WALL AS PER THIS DETAIL EXCEPT WHERE NOTED OTHERWISE ON PLANS OR DETAILS
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HEADER WIDTH TO MATCH STUD WALL
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SEE GENERAL FRAMING NOTES S1.1
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SILL PLATE PRESERVATIVE TREATED
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4-16d
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HEADER SIZE SEE PLANS
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FRAMING CLIPS OR 16-6d FOR OPENINGS > 6'-0"
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SPLICE OVER STUD 8-16d EA SIDE OF JOINT
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DOUBLE TOP PLATE
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2 x STUDS
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5/8" ANCHOR BOLTS @4'-0"O.C. MAX UNO OR 5/8" A307 THREADED ROD @ 4'-0"O.C. IN DRILLED HOLE, 7" DEEP, W/ SIMPSON SET ADHESIVE. SEE J-S2.4 FOR ANCHOR BOLTS & HOLD DOWNS REQUIRED @ SHEARWALL LOCATIONS.
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100'-0"
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PRE-FABRICATED FLOOR & ROOF TRUSS PERFORMANCE SPECIFICATION
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A. TOP AND BOTTOM CHORDS OF TRUSSES SHALL COMPLY WITH THE DIMENSIONS AND SLOPE OF ROOF AS SHOWN ON THE DRAWINGS. INTERNAL WEB CONFIGURATIONS AND ALL MEMBER SIZES, UNLESS OTHERWISE NOTED, ARE AT THE MANUFACTURER'S OPTION. COORDINATE W/ MECHANICAL DUCTWORK. B. THE STRUCTURAL DESIGN OF THE TRUSSES, AS WELL AS TRUSS TO TRUSS CONNECTIONS, SHALL BE THE RESPONSIBILITY OF THE TRUSS MANUFACTURER. TRUSSES SHALL BE DESIGNED BY THE TRUSS MANUFACTURER, AS A MINIMUM, FOR THE LOADING AND DEFLECTION CRITERIA SPECIFIED HEREIN AS WELL AS APPLICABLE REQUIREMENTS OF THE IBC. C. PROVIDE CONTINUOUS HORIZONTAL BRIDGING AND BRACING AS REQUIRED BY THE MANUFACTURER'S DESIGN. D. SUBMITTALS: SUBMITTALS: PROVIDE SHOP DRAWINGS DEPICTING PLAN LAYOUT OF TRUSSES AND BRIDGING, AND DETAILING TRUSS CONFIGURATION, MEMBER SIZES, FORCES, REACTIONS AND PRESSED METAL PLATE AND CONNECTION CAPACITIES. SHOP DRAWINGS SHALL BEAR THE SEAL OF AN ENGINEER REGISTERED IN THE STATE WHERE THE PROJECT IS LOCATED. THE DESIGN CRITERIA AS SHOWN ON THESE DRAWINGS, SHALL BE REPEATED ON THE SHOP DRAWINGS.
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PRE-FABRICATED FLOOR & ROOF TRUSS
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TOP CHORD: FLOOR DEAD LOAD = 25 PSF FLOOR DEAD LOAD = 20 PSF BALCONIES FLOOR LIVE LOAD = 40 PSF @ RESIDENTIAL 100 PSF @ CORRIDORS & EXITS, 60 PSF @ BALCONIES BOTTOM CHORD: FLOOR DEAD LOAD = 5 PSF
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TOP CHORD: ROOF DEAD LOAD = 20 PSF ROOF LIVE LOAD = 20 PSF ROOF SNOW LOAD = 15 PSF (APPLIED ROOF SNOW NEED NOT BE CONSIDERED SIMULTANEOUSLY WITH ROOF LIVE LOAD) ROOF WIND UPLIFT = 16 PSF (ROOF AND CEILING DEAD LOADS SHALL BE LIMITED TO 50% OF THE VALUES SHOWN, WHEN CALCULATING NET WIND UPLIFT LOADING) BOTTOM CHORD: CEILING DEAD LOAD = 10 PSF CEILING LIVE LOAD = 10 PSF
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MAXIMUM ALLOWABLE DEFLECTION SHALL BE LESS THAN L/240 FOR TOTAL LOAD, AND L/360 FOR LIVE LOAD FOR ROOF MEMBERS AND L/480 FOR LIVE LOAD FOR FLOOR MEMBERS. L SHALL BE TAKEN AS THE OVERALL SPAN, AS WELL AS THE SPAN BETWEEN PANEL POINTS OF THE TOP CHORD AND THE BOTTOM CHORD.
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DESIGN CRITERIA:
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ROOF:
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DEFLECTION:
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FLOOR:
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2x4 WEB MEMBERS
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@ 16"O.C.
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SIMPSON HGA10
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HURRICANE TIE
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2x4 BLOCKING
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BTWN. TIES
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16d NAILS @ 6"
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O.C. BTWN. TIES
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5/8" GYP BD
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SEE ROOF SHEATHING
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DETAIL H-S2.4
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ROOF SHEATHING
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7/16" OSB OR
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15/32" PLYWOOD
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10d NAILS SEE
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SHEARWALL DETAIL
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J-S2.4
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CEILING
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SEE TYP. SHEARWALL
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DETAIL J-S2.5
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2x4 WOOD STUDS
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7/16" OSB OR 15/32"
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130'-0 7/8"
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TRUSS BEARING
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PLYWOOD
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7/16" OSB OR
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15/32" PLYWOOD
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130'-0 7/8"
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TRUSS BEARING
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2x4 WOOD STUDS
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2x TOP P
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L
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SHEAR WALL
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(2) 1 3/4x9 1/4 1.7E
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TIMERSTRAND
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SIMPSON H6
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HURRICANE TIE
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(2) 2x4 STUDS
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W/ 1/2" SPACER
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SIMPSON MST A24
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SHEAR STRAP TIE
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W/ 9-10d NAILS
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@ EACH END
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WOOD TRUSSES
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@ 24"O.C.
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C-A4.1
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CEILING
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130'-0 7/8"
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TRUSS BEARING
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SEE TYP. SHEARWALL
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DETAIL J-S2.5
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2x4 WOOD STUDS
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5/8" GYP BD
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7/16" OSB OR
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15/32" PLYWOOD
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SIMPSON HGA10
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HURRICANE TIE
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16d NAILS @
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6"O.C.
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2x4 BLOCKING
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SEE ROOF SHEATHING
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DETAIL H-S2.4
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ROOF SHEATHING
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2x4 BLOCKING
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2x4 WEB MEMBERS @ 16"O.C.
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10d NAILS SEE SHEARWALL DETAIL J-S2.5
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10d NAILS SEE SHEARWALL DETAIL J-S2.5
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8d @
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2x6 BLOCKING BTWN EVERY OTHER TRUSS & ALTERNATE ON SIDES OF RIDGE
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5/8" OSB W/
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EDGE CLIPS
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WOOD TRUSSES @ 24"O.C.
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2x10 (TRIM) BLOCKING BTWN ALL TRUSSES (TOENAIL TO TRUSSES)
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SIMPSON A34 FRAMING ANGLES @ EA. END OF BLOCKING (TYP)
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6"O.C.
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4
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12
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WOOD TRUSSES @ 24"O.C.
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SIMPSON MSTA18 STRAP TIE W/ 7-100 NAILS TO EACH TRUSS
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34" GYPCRETE TOPPING ON " T&G PLYWOOD 34" T&G PLYWOOD DECK ON 2x12 JOIST @ 16"O.C.
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2x12 WOOD JOISTS @ 16"O.C.
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2x12 WOOD JOISTS @ 16"O.C.
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(4) 2x12 WOOD GIRDER
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(3) 2x12 WOOD BEAM
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SIMPSON HU212-3 HANGER W/ (16) 16dx3 " NAILS TO THE WOOD GIRDER 12" NAILS TO THE WOOD GIRDER & (6) 10dx1 " NAILS TO THE WOOD 12" NAILS TO THE WOOD BEAM
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SIMPSON LUS210 HANGER
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SIMPSON LUS210 JOIST HANGER
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EDGE NAILING (EN) @ ALL SUPPORTED EDGES 8d @ 6"O.C. ROOF 10d @ 6"O.C. FLOORS
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INTERMEDIATE SUPPORT NAILING 8d @ 12"O.C. ROOF 10d @ 12"O.C. FLOORS
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GLUE FLOOR PLYWOOD TO JOISTS
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STAGGER PANEL JOINTS TYP
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JOIST OR TRUSS TYP
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BLOCKING NOT REQ'D
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CONSTRUCT AS SHOWN UNLESS NOTED OTHERWISE ON PLAN OR DETAIL
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OSB T&G OR PLYWOOD PANELS @ FLOORS
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OSB OR PLYWOOD SHEATHING @ ROOF
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SHEAR WALL SHALL EXTEND TO UNDERSIDE OF ROOF OR FLOOR PANELS
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STAGGER HORIZ. JOINTS PROVIDE 2x BLOCKING
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(2) 2x HD POST #2 GRADE
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INTERMEDIATE NAILING TO STUDS 6d COOLER @ 7"O.C. @ GYP. BD. 10d @ 12"O.C. @ OSB & PLYWOOD
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EDGE NAILING AT PERIMETER OF SHEATHING 6d COOLER @ 4"O.C. @ GYP. BD. 10d @ 6"O.C. @ OSB & PLYWOOD
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SHEARWALL NOTED ON PLAN THUS:
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ANCHOR BOLTS 5/8" UNOOR THREADED ROD IN ADHESIVE @ 2'-8"O.C. (SEE A-S2.45)
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SHEARWALL ABOVE NOT SHOWN
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2x4 EA SIDE OF ROD
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CONDITION AT FLOOR
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5/8" THREADED ROD W/ NUTS TOP & BTM.
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(2) 2x HD POST #2 GRADE
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CRIPPLE STUD
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SIMPSON HDU5-SDS2.5 HOLDOWN W/14 SIMPSON SDS 1/4x2 1/2 SCREWS @ EA END OF EA SHEARWALL
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5/8" A307 THREADEDROD IN SIMPSON SET ADHESIVE
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16d@8"O.C. EA SIDE
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SHEATHING SW(1) 5/8" GYP BD (INTERIOR) & 7/16" OSB OR 15/32" PLYWOOD (EXTERIOR) SW(2) 7/16" OSB OR 15/32" PLYWOOD
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SIMPSON HDU4-SDS2.5 HOLDDOWN
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DOUBLE TOP PLATE
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SIMPSON HDU4-SDS2.5 HOLDDOWN
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SIMPSON MST48 OR A24 STRAP TIES SEE FRAMING PLAN
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2x8 BLOCKING BTWN ALL JOISTS
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54 DECK BOARDS REF. ARCH'L FOR SLOPE REQUIREMENTS
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2x8 JOISTS @ 16"O.C.
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SIMPSON H2.5A TIE AT ALL JOISTS
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(3)1 x7 LVL BEAM34x7 LVL BEAM14 LVL BEAM
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2x4 STUDS EA. SIDE OF JOISTS
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SIMPSON LUS28 JOIST HANGER
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(3)2x12 WOOD BEAM
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54 DECK BOARDS REF. ARCH'L FOR SLOPE REQUIREMENTS
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2x8 JOISTS @ 16"O.C.
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4
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2
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3/4" GYPCRETE
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3/4" T&G PLYWOOD DECKING
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SIMPSON ITS3.5 6/16 TOP FLANGE HEADER
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110'-6 5/8"
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END OF (3) 2x12
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2x4 STUDS @ 16"O.C.
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2x12 WOOD BEAM
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SIMPSON HUC212-2 HANGER W/ (16)16d COMMON NAILS TO (3) 2x12 & (6)10d COMMON NAILS TO (2) 2x12
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6x6 WOOD POST
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(3) 2x12 WOOD BEAM
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SIMPSON ECCQ4.62-5.50SDS COLUMN CAP W/ (30) 1/4"x2 1/2" SDS SCREWS
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4/15/2020
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C
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COPYRIGHTED
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NO SCALE
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3/4"=1'-0"
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3/4"=1'-0"
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3/4"=1'-0"
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N.T.S.
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3/4"=1'-0"
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3/4"=1'-0"
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JOB:
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DATE:
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SHEET:
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4-15-2020
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19-2999
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NO SCALE
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NO SCALE
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SALINA, KANSAS 67401
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107 S. 7TH STREET
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ph. (785) 823-0538
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TEXAS REG. ENGR. FIRM #F-13033
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3/4"=1'-0"
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3/4"=1'-0"
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730 N. Ninth
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785.827.0386 [email protected]
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Salina, KS 67402
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1800 Wyandotte St.,
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Kansas City, MO 64108
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P.O. BOX 2928
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Suite 102
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3/4"=1'-0"