2 4
2
4
1
3
52 4 1 3 5 2 4 1 3 5 2 4 1 3 5 2
4
1
3
5
2
4
1
4" FOUNDATION DRAIN WRAPPED W/ DRAINAGE STONES AND
GEOFABRIC, TYP. GC TO COORDINATE WITH CIVIL/ARCH DWG.
4" FOUNDATION DRAIN WRAPPED W/ DRAINAGE STONES AND GEOFABRIC, TYP. GC TO COORDINATE WITH CIVIL/ARCH DWG.
S0012
1
S0011
1
GC SHOULD USE HELICAL PILES OR
EQUIVALENT, SINCE THE DEPTH OF EXCAVATION IS MORE THAN 8 FT
GC SHOULD USE HELICAL PILES OR EQUIVALENT, SINCE THE DEPTH OF
EXCAVATION IS MORE THAN 8 FT
V .I .F
W1
W1
W1
W1
S0012
5
S0012
5
S0012
5
UNDERPINNING PLAN NOTES: A. CONTRACTOR TO FIELD VERIFY ALL EXISTING CONDITIONS,
DIMENSIONS, AND ELEVATIONS
B. COORDINATE ALL NEW SLAB STEPS AND WALL DIMENSIONS WITH THE ARCHITECT
C. REPOINT EXIST BRICK INTERIOR BASEMENT WALLS WHERE
MORTAR IS DETERIORATED PRIOR TO UNDERPINNING
3 1
T /4
SLABS ON GRADE
EXCEPT WHERE OTHERWISE NOTED, SHALL BE 4" THICK, REINFORCED WITH 6"X6"-W2.0XW2.0 W.W.F. LAP MESH 6" IN EACH DIRECTION. FOR ALL
EXTERIOR SLABS ON GRADE AIR ENTRAINED CEMENT WITH 6 % +/- 1.5% OR EQUIVALENT, AIR ENTRAINING AGENT SHALL BE USED. PROVIDE
CONTROL JOINTS AT % + 1 ENTRAINED AIR OF 6 20'0" O.C. EACH WAY IN ALL EXTERIOR SLABS ON GRADE. POUR ALL INTERIOR SLABS ON GRADE IN
PANELS (ALTERNATE) WITH APPROXIMATELY 600 S.F. PER BAY AND CONTROL JOINTS AT 30'-0" O.C. MAX. SLAB ON GRADE BE UNDERLAIN BY A
MINIMUM OF 6 INCH THICKNESS OF WASHED GRAVEL OR CRUSHED STONE MEETING THE REQUIREMENT OF AASHTO NO.57 HAVING A MAXIMUM
AGGREGATE SIZE OF 1.5 INCHES AND NO MORE THAN 2% FINES. BEFORE THE PLACEMENT OF CONCRETE AN IMPERMEABLE PLASTIC MEMBRANE
SHOULD BE PLACED ON TOP OF THE GRANULAR MATERIAL TO PROVIDE ADDITIONAL MOISTURE PROTECTION. PERIMETER A SUBDRAINAGE SYSTEM
SHALL BE PROVIDED FOR THE BELOW GRADE LEVEL. PERIMETER PIPING SHOULD CONSIST OF 4-INCH DIAMETER CORRUGATED POLYETHYLENE
TUBING PER ASTM F0405, WITH A MAXIMUM SLOT WIDTH OF 1/8-INCH. AASHTO NO. 7 STONE SHOULD BE USED FOR THE AGGREGATE FILTER. THE 6"
LAYER OF CRUSHED STONE BELOW THE FLOOR WILL ALSO SERVE AS A PART OF THE DRAINAGE SYSTEM.
1
S0011
1 3 5 2 4 1 4
4'-0", MAX
NEW UNDERPINNING SEGMENT; WIDTH PER UNDERPINNING PLAN REBARS NOT SHOWN FOR CLARITY
"LIFT"
R D
R A C
E F O
FOOTING AND UNDERPINNING DRYPACK AND RAM W/ NON SHRINK GROUT
APPROVED SUBGRADE MATERIAL (NATURAL SOILS OR COMPACTED FILL)
5
S0011
2x16 LEDGER W/ 1/2"Ø HILTI
ANCHOR IN HILTI HY-70 ADHESIVE @ 36" O.C.
STAGGERED, TYP. 4" MIN EMBED
USE MODIFIED SIMPSON CONNECTION B/N BRACE AND P.T. 2x12
BRACE P.T. (3) 2x12 NAILED TOGETHER
@ 6' O.C.
6"
SIMPSON - L50 CONNECTION
FULL WIDTH CLEAT,
W/ (4) 14" DIA. ANCHOR BOLT SEE UNDERPINNING SECTIONS AND DETAILS
EX FOOTING PER FOUNDATION ASSESSMENT REPORT
PORTION OF EX FOOTING TO BE TRIMMED BY SAW-CUT
NEW UNDERPINNED WALL
NEW UNDERPINNED FOOTING
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
O | 240.830.2555 , F | 240.830.2573, WWW.BEL-ENGINEERING.COM
SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
UNDERPINNING PLAN 1/4"=1'-0"
EXHIBIT NO.31A7
EX. FOOTING PROJECTION TO BE V.I.F
EXISTING MASONRY WALL
MATCH WIDTH OF EXISTING MASONRY WALL ABOVE TYPICAL
4" to 6" (V.I.F)
EXISTING CONCRETE FOOTING TO BE TRIMMED BY SAW-CUTTING
PROVIDE INTERIOR DAMP PROOFING MEMBRANE NEWTON 508, OR EQUIVALENT AT BELOW GRADE PORTION
4" S.O.G. W/ W.W.F.
4" GRAVEL
4" FOUNDATION DRAIN WRAPPED W/ DRAINAGE STONES AND GEOFABRIC, COORDINATE W/ARCH AND MEP. TYP.
UNDISTURBED EARTH6" 6"4"
2" DRY PACK AND RAM WITH NON-SHRINK GROUT
EXIST. S.O.G TO BE REMOVED
(3) #5 BAR
EXISTING BRICK WALL
NOTE: NEW UNDERPINNING WALL TO MATCH WIDTH OF EXISTING
MASONRY WALL ABOVE TYPICAL
4" to 6" (V.I.F.)
EXISTING CONCRETE FOOTING TO BE TRIMMED BY SAW-CUTTING
PROVIDE INTERIOR DAMP PROOFING MEMBRANE NEWTON 508, OR EQUIVALENT AT BELOW GRADE PORTION
4" S.O.G. W/ W.W.F.
4" GRAVEL
COORDINATE W/ARCH AND MEP. TYP.
UNDISTURBED EARTH6" 6"4"
UNDERPINNING FOOTING BOT. ELEV.
MATCH PARTY WALL UNDERPINNED FOOTING BOT. ELEV. W/UNDER
DRAIN BOT. ELEV.
8" PROJECTION PER FOUNDATION
BOTTOM OF EXISTING WALL TO BE UNDERPINNED
10 '-0
3" C
4'-0"
6" 4" 6" 4" DRAINAGE PIPE WRAPPED WITH STONES AND FABRIC
8"
2" DRY PACK AND RAM WITH NON-SHRINK GROUT
8" (V.I.F.)
8" (V.I.F.)
8" (MIN.)
LAP 40 BAR Ø 4" S.O.G. W/ W.W.F.
2" RIGID INSULATION SEE ALSO ARCH
4" GRAVEL
1' -0
MATCH WIDTH OF EXISTING MASONRY WALL ABOVE TYPICAL
PROVIDE INTERIOR DAMP PROOFING MEMBRANE NEWTON 508, OR EQUIVALENT
AT BELOW GRADE PORTION
2" DRY PACK AND RAM WITH NON-SHRINK GROUT
EXIST. S.O.G TO
EXISTING BRICK WALL
NOTE: NEW UNDERPINNING WALL TO MATCH WIDTH OF EXISTING
MASONRY WALL ABOVE TYPICAL
4" to 6" (V.I.F.)
BY SAW-CUTTING
NEWTON 508, OR EQUIVALENT AT BELOW GRADE PORTION
4" S.O.G. W/ W.W.F.
4" GRAVEL
COORDINATE W/ARCH AND MEP. TYP.
UNDISTURBED EARTH6" 6"4"
UNDERPINNING FOOTING BOT. ELEV.
EX. FOOTING PROJECTION TO BE V.I.F
EXISTING MASONRY WALL
MASONRY WALL ABOVE TYPICAL
4" to 6" (V.I.F)
FOOTING TO BE TRIMMED BY SAW-CUTTING
PROVIDE INTERIOR DAMP PROOFING MEMBRANE NEWTON 508, OR EQUIVALENT AT BELOW GRADE PORTION
4" S.O.G. W/ W.W.F.
4" GRAVEL
4" FOUNDATION DRAIN WRAPPED W/ DRAINAGE STONES AND GEOFABRIC, COORDINATE W/ARCH AND MEP. TYP.
UNDISTURBED EARTH6" 6"4"
#5 @ 16" O.C. VERTI.
#4 @ 18" O.C. HOR.
STRUCTURAL CONSULTANT
DRAWN BY:
CHECKED BY:
2020-077PROJECT NO:
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
O | 240.830.2555 , F | 240.830.2573, WWW.BEL-ENGINEERING.COM
SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
FOUNDATION PLAN NOTES:
1. REFER TO ARCH. DWGS. FOR ALL SLAB ON GRADE ELEVATIONS. 2. SLAB ON GRADE TO BE 4” THICK NORMAL WEIGHT CONCRETE SLAB (UNIT WEIGHT 150 PCF, F'C= 3,500 PSI) REINFORCED AT MID-DEPTH TO UPPER 1/3 OF SLAB WITH 6X6-W10XW10 WELDED WIRE
MESH (WWF) OR #3 BARS @ 18” O.C. AT OWNER'S OPTION, PLACED OVER 6MIL POLYETHYLENE VAPOR BARRIER/RETARDER OVER 4” THICK COMPACTED LAYER OF #57 WASHED CRUSHED STONE OR APPROVED COMPACTED SUBGRADE.
3. FOUNDATION DESIGN IS BASED ON MINIMUM BEARING CAPACITY OF 1500 PSF.
4. GEOTEXTILE FABRIC AT FOUNDATION DRAIN TO HAVE EQUIVALENT OPEN SIZE NOT LARGER THAN THE NO. 70 US STANDARD SIEVE SIZE. 5. FREE DRAINING GRANULAR MATERIAL AT FOUNDATION DRAIN TO HAVE GRADATION SATISFYING REQUIREMENTS FOR AASHTO NO 7 COARSE AGGREGATE (4" MIN. AROUND PIPE). 6. GC TO PROVIDE SHEETING AND SHORING AS NEEDED
7. GC TO COORDINATE RETAINING WALL HEIGHTS WITH ARCH/CIVIL DRAWINGS, TO USE THE RETAINING WALL SECTIONS AS SHOWN IN THE SCHEDULE ON SHEET S0301. 8. VERIFY BOTTOM OF EXTERIOR FOOTING ELEVATIONS SHOWN WITH EXTERIOR GRADE ELEVATIONS SHOWN ON CIVIL DWGS. AND VERIFY IF THEY ARE 2'-6" MIN. BELOW OUTSIDE GRADE. G.C. TO
COORDINATE (TYP.). 9. GC TO ROUGHEN, EXISTING CONCRETE AND BRICK SURFACES RECEIVING NEW CONCRETE FOR PROPER BONDAGE. 10. GC TO VERIFY THE DIMENSIONS OF EXISTING FOOTINGS. IF FOUND DIFFERENT FROM ASSUMED BASED ON GEOTECHNICAL ENGINEERING REPORT, GC TO INFORM THE DESIGN ENGINEER FOR
REVISION.
CONNECTION, TYP.
/t= 2 "
E C
/t= 2 "
E C
E A M
IN T O
W A LL
EXISTING BRICK WALL TO REMAIN/REPAIR, V.I.F
EXISTING BRICK WALL TO REMAIN/REPAIR, V.I.F
EXIST. FOOTING TO REMAIN, SEE FA REPORT
4" FOUNDATION DRAIN WRAPPED W/ DRAINAGE STONES AND
GEOFABRIC, TYP. GC TO COORDINATE WITH CIVIL/ARCH DWG.
W1
W1
PROVIDE DOWELS #5@18" O.C. REBARS W/ MIN 8" EMBEDMENT BETWEEN
NEW AND EXISTING BRICK WALLS, TYP
PROVIDE DOWELS #5@18" O.C. REBARS
W/ MIN 8" EMBEDMENT BETWEEN NEW AND EXISTING BRICK WALLS, TYP
PROVIDE 13 4"x9
1 2" LVL LEDGER W/ 12"Ø
BOLTS @ 18" OC T& B STAGGERED W/ HILTI HY 70 ADHESIVE, MIN 4"
EMBEDMENT, TYP
PL
PL
P1
P2*
(3)2X6
(2)2X6
W1 V.I.F.
W2 2X4 @16" O.C. NEW STUD WALL
8" THICK NEW CONCRETE RETAINING WALL
W3
W4
FLOOR FRAMING NOTE:
1. UNLESS NOTED OTHERWISE PROVIDE FRT 4-2X4 MIN., IN 2X4 WALLS, OR FRT 2-2X6 MIN., IN 2X6 WALLS, BELOW EACH WOOD BEAMS.
2. ALL EXTERIOR HEADER AT STUD WALL TO BE (2) 13 4"X117
8" U.N.O.
3. LOCATION OF COLUMNS/POSTS SHOULD BEAR ON BEAM OR POST BELOW. V.I.F.
4. TJI FRAMING UNDER BATHROOMS AND KITCHENS SHOULD BE AT 12" O.C. MAX, EVERYWHERE ELSE SHOULD BE PER PLAN. 5. ALL WOOD/FLITCH BEAM TO WOOD BEAM & FLOOR JOIST TO WOOD BEAM CONNECTIONS SHOULD USE SIMPSON'S STRONG TIE
HANGERS OR APPROVED EQUIV.
6. ALL DIMENSIONS AND ELEVATIONS SHOULD BE COORDINATED WITH THE ARCH 7. GC TO COORDINATE WITH ARCH FOR ALL WALL AND POST LOCATIONS.
8. ALL POST TO BE DOWNWARD U.N.O.
9. PROVIDE SIMPSON LSTA 30 STRAP @ 32" O.C. OR EQUIVALENT FOR ALL FLOORS AT EXTERIOR STUD WALLS.
10. GC TO REPAIR ANY EXISTING CRACKED OR DAMAGED MASONRY WALLS. 11. NON-LOAD BEARING WALLS ARE NOT SHOWN; GC TO COORDINATE W/ARCH
12. GC TO COORDINATE WITH ARCH. FOR ALL FIRE RATING REQUIREMENTS FOR TYPE III CONSTRUCTION.
J1
9 12" TJI @ 12" O.C SERIES 230
2"x8" @ 16" O.C. (V.I.F) J4
J5
J2 9 12" TJI @ 16" O.C SERIES 230
J3 9 12" TJI @ 16" O.C DBL SERIES 230
J6 2 x 6 @ 16" O.C PT
U P
PROVIDE DOWELS (3) # 5 REBARS W/ MIN 8" EMBEDMENT BETWEEN
NEW AND UNDERPINNED FOOTINGS, TYP
GC SHOULD APPLY SHEETING AND SHORING, SINCE THE DEPTH OF EXCAVATION IS MORE THAN 8 FT
GC SHOULD APPLY SHEETING AND SHORING, SINCE THE DEPTH OF EXCAVATION IS MORE THAN 8 FT
3 '- 6 "
EXISTING MASONRY WALL TO BE UNDERPINNED, SEE
UNDERPINNING PLAN
UNDERPINNING PLAN
UNDERPINNING PLAN
PROVIDE DOWELS (3) # 5 REBARS W/ MIN 8" EMBEDMENT BETWEEN
NEW AND UNDERPINNED FOOTINGS, TYP
PL
PL
B1*
(2) 13 4" X 9 12" LVL
B2
B3
(2) 2x10
PSL
F1
F2
STRUCTURAL CONSULTANT
DRAWN BY:
CHECKED BY:
2020-077PROJECT NO:
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
O | 240.830.2555 , F | 240.830.2573, WWW.BEL-ENGINEERING.COM
SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
PLANS
2. FIRST FLOOR FRAMING PLAN 1/4"=1'-0"
B2007087 09/22/20
4" @ BOTH ENDS
PROVIDE 13 4"x9
1 2" LVL LEDGER W/ 12"Ø
BOLTS @ 18" OC T& B STAGGERED W/ HILTI HY 70 ADHESIVE, MIN 4" EMBEDMENT, TYP
ROOF DECK, SEE ARCH. FOR FINISH MAT.
USE SIMPSON'S HANGER AT ALL LEDGER TO JOISTS
CONNECTION, TYP.
1 2" LVL LEDGER W/ 12"Ø
BOLTS @ 18" OC T& B STAGGERED W/ HILTI HY 70 ADHESIVE, MIN 4"
EMBEDMENT, TYP
P2*
(3)2X6
(2)2X6
W1 V.I.F.
W2 2X4 @16" O.C. NEW STUD WALL
8" THICK NEW CONCRETE RETAINING WALL
W3
W4
FLOOR FRAMING NOTE:
1. UNLESS NOTED OTHERWISE PROVIDE FRT 4-2X4 MIN., IN 2X4 WALLS, OR FRT 2-2X6 MIN., IN 2X6 WALLS, BELOW EACH WOOD BEAMS.
2. ALL EXTERIOR HEADER AT STUD WALL TO BE (2) 13 4"X117
8" U.N.O.
3. LOCATION OF COLUMNS/POSTS SHOULD BEAR ON BEAM OR POST BELOW. V.I.F.
4. TJI FRAMING UNDER BATHROOMS AND KITCHENS SHOULD BE AT 12" O.C. MAX, EVERYWHERE ELSE SHOULD BE PER PLAN. 5. ALL WOOD/FLITCH BEAM TO WOOD BEAM & FLOOR JOIST TO WOOD BEAM CONNECTIONS SHOULD USE SIMPSON'S STRONG TIE
HANGERS OR APPROVED EQUIV. 6. ALL DIMENSIONS AND ELEVATIONS SHOULD BE COORDINATED WITH THE ARCH
7. GC TO COORDINATE WITH ARCH FOR ALL WALL AND POST LOCATIONS. 8. ALL POST TO BE DOWNWARD U.N.O.
9. PROVIDE SIMPSON LSTA 30 STRAP @ 32" O.C. OR EQUIVALENT FOR ALL FLOORS AT EXTERIOR STUD WALLS. 10. GC TO REPAIR ANY EXISTING CRACKED OR DAMAGED MASONRY WALLS.
11. NON-LOAD BEARING WALLS ARE NOT SHOWN; GC TO COORDINATE W/ARCH 12. GC TO COORDINATE WITH ARCH. FOR ALL FIRE RATING REQUIREMENTS FOR TYPE III CONSTRUCTION.
J1
9 12" TJI @ 12" O.C SERIES 230
2"x8" @ 16" O.C. (V.I.F) J4
J5
J2 9 12" TJI @ 16" O.C SERIES 230
J3 9 12" TJI @ 16" O.C DBL SERIES 230
J6 2 x 6 @ 16" O.C PT
D N30T@10"
SISTERED W/NEW 2x8
J6
PROVIDE PT 2x8 LEDGER W/ 12"Ø BOLTS @ 18" OC T& B STAGGERED W/ HILTI HY 70 ADHESIVE, MIN 4" EMBEDMENT, TYP
POCKET BEAM INTO WALL MIN 4" @ BOTH ENDS
S0301
12
ROOF FRAMING NOTES:
1. ALL FRAMING ATTACHED TO RAFTERS SHALL USE JOIST OR RAFTER HANGER IN ACCORDANCE WITH CODES AND REGULATIONS AND SHALL
BE SIZED BY THE SUPPLIER. 2. COORDINATE WITH MECHANICAL DRAWINGS FOR LOCATIONS OF
EQUIPMENT, AND DOUBLE JOISTS/RAFTER BELOW THE UNITS . 3. ADDITIONAL SUPERIMPOSED LOAD DUE TO EXTENSIVE GREEN ROOF SYSTEM TO BE 30
PSF. REFER TO ARCHITECTURAL PLANS FOR SLOPE, MATERIALS, GUTTERS, DROP BM TO MATCH ROOF SLOPE.
4. ALL EXPOSED WOOD MUST BE PRESSURE TREATED.
3 0 T @
E A D E R T
O R
E M
A IN
A N
D S
T R
E N
R T S , G
PROVIDE 13 4"x9
W/ HILTI HY 70 ADHESIVE, MIN 4" EMBEDMENT, TYP
B7
SISTERED W/NEW 2x8
POCKET BEAM
J 6
PROVIDE PT 2x8 LEDGER W/ 12"Ø BOLTS @ 18" OC T& B STAGGERED
W/ HILTI HY 70 ADHESIVE, MIN 4"
EMBEDMENT, TYP
MARK SIZE REMARKS. SCHEDULE BEAMS
* USE B1 AT HEADERS IF BEAM NOT SHOWN IN THE PLAN
(2) 13 4" X 9 12" LVL
B2
B3
(2) 2x10
PSL
DRAWN BY:
CHECKED BY:
2020-077PROJECT NO:
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
O | 240.830.2555 , F | 240.830.2573, WWW.BEL-ENGINEERING.COM
SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
3. ROOF FRAMING PLAN 1/4"=1'-0"
1. SECOND FLOOR FRAMING PLAN 1/4"=1'-0"
4. CARRIAGE HOUSE ROOF FRAMING PLAN 1/4"=1'-0"
J4
J1
2) DOUBLE TOP PLATE (STAGGERED SPLICE 4'-0'' MIN.)
3) 2x8 BLOCKING @ 1'-4'' W/2-16d @ TOP & BOTT.EDGES FROM EA. SIDE.
4) LINTEL.SEE PLAN. 5) 16d@24'' STAGGERED. 6) DOUBLE STUDS WHEN OPENING
EXCEEDS 6'-0''.
8) SEE PLANS & SECTIONS FOR FOUNDATION & SILL PLATE BOLTING
REQUIREMENTS. 9) 2xPRESSURE TREATED SILL. 10) 2X STUDS @ 16'' O.C. SEE 5/S-600
FOR HOLE CRITERIA.
12) 2-16d INTO EACH MEMBER OF LINTEL.
13) FLOOR JOIST AND BLOCKING. 14) 2x4 SILL PLATE.
2
1
14
3
4
9
5
6
7
3
8
13
11
10
5
S0200
S E E A
R C H .
AT EXTERIOR WALLS EXTEND SHEATHING TO MID-HEIGHT OF RIM BD. & FASTEN W/ 8d NAILS @6" O.C. MIN.
FIELD NAILING: 8d @12" O.C.
SEE PLAN
WALL STUDS
BE BLOCKED AND NAILED PER EDGE NAILING REQ.
3
S0200
EXTENT OF HEADER
2'-0" TO 18'-0" ALLOW. OPENING
1000lb. HEADER-TO-JACK STUD STRAP ON BOTH SIDES
OF OPNG.; INSTALL ON BACKSIDE AS SHOWN ON SIDE ELEV. (REF. SIMPSON LSTA24), TYP.
FASTEN SHEATHING TO HEADER WITH 8d COMMON NAILS IN 3" GRID PATTERN AS SHOWN AND @3" O.C. IN FRAMING AS SHOWN
(STUDS, SILLS AND BLOCKING), TYP.
DOUBLE STUDS PER PLAN
1 2"Ø ANCHOR BOLT W/ 7" MIN. EMBEDMT.
MIN. 2"x2"x3 16"
PL. WASHER, TYP.
PANEL SPLICE, IF NEEDED, SHALL BE BLOCKED AND OCCUR
WITHIN 24" MIN. OF MID- HEIGHT; ONE ROW OF TYP. SHEATHING-TO- FRAMING IS REQUIRED IN EACH PANEL
1 2" THICK WOOD STRUCTURAL PANEL SHEATHING, TYP.
SHEATHING FILLER IF NEEDED
OVER RAISED FLOOR OR SECOND FLOOR - WOOD STRUCTURAL PANEL OVERLAP OPTION
APPROVED
FASTEN TOP PL. TO HEADER
W/ (2) ROWS OF 16d SINKER NAILS @3" O.C.
NOTE: FOR USE IN CONTINUOUSLY SHEATHED BRACED WALL LINES (IRC 2012, FIG. R602.10.6.4).
2
S0200
GENERAL NOTES: 1) THIS FASTENING SCHEDULE INDICATES MINIMUM FASTENING REQUIREMENTS UNLESS
NOTED OR DETAILED
2) ALL NAILS SHALL BE COMMON WIRE NAILS. 3) REFER TO PROJECT DETAILS AND BUILDING CODE FASTENING SCHEDULE FOR
CONDITIONS NOT COVERED BELOW. FLOOR AND ROOF FRAMING MEMBERS:
JOIST OR RAFTER BEARING ON TOP PLATE, SILL OR GIRDER
(TOE NAIL) -------------------------------------3-8d (2 12 '' x0.131'') BRIDGING OR BLOCKING TO JOIST OR RAFTER
(TOE NAIL, EA, END) -------------------------------------2-8d (2 12 '' x0.131'')
(OR FACE NAIL, EA, END) -------------------------------------2-16d (3 12 '' x0.162'') RIM JOIST TO JOIST OR RAFTER
(FACE NAIL) -------------------------------------3-16d (3 12 '' x0.162'') RIM JOIST TO TOP PLATE OR SILL
(TOE NAIL) -------------------------------------8d (2 12 '' x0.131'') @ 6'' O.C. BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATE
(TOE NAIL) -------------------------------------3-8d (2 12 '' x0.131'') BUILT-UP 2xGIRDERS AND BEAMS (FACE NAIL AT TOP AND BOTTOM STAGGERED ON OPP. SIDES) -- 20d (4'' x0.192'')@32'' O.C. (FACE NAIL AT ENDS)--------------------------------2-20d (4''x0.182'')
WALL FRAMING MEMBERS:
(FACE NAIL) -------------------------------------16d (3 12 '' x0.162'') @ 16'' O.C. BOTTOM PLATE TO JOIST OR BLOCKING BELOW (BRACED WALL PANEL)
(FACE NAIL) -------------------------------------3-16d (3 12 '' x0.162'') @ 16'' O.C. STUD TO BOTTOM PLATE
(TO NAIL)----------------------------------------------4-8d (2 12 ''x0.131'')
(OR FACE NAIL)-----------------------------------------2-16d (3 12 ''x0.162'') TOP PLATE TO STUD
(FACE NAIL) -------------------------------------2-16d (3 12 '' x0.162'') DOUBLE TOP PLATES, UPPER TO LOWER
(FACE NAIL, STAGGERED)---------------------------16d (3 12 '' x0.162'') @ 16'' O.C. DOUBLE TOP PLATE SPLICE,UPPER TO LOWER
(FACE NAIL) -----------------------------------8-16d (3 12 '' x0.162'') DOUBLE TOP PLATE INTERSECTION, UPPER TO LOWER
(FACE NAIL) -----------------------------------2-16d (3 12 '' x0.162'') BLOCKING TO STUDS
TOE NAIL, EA. ND) -----------------------------------2-8d (2 12 '' x0.131'')
(OR FACE NAIL, EA. END) -----------------------------------2-16d (3 12 '' x0.162'') DOUBLE AND BUILT-UP CORNER STUDS
(FACE NAIL, STAGGERED) --------------------------------16d (3 12 '' x0.162'') @ 16'' O.C.
4
S0200
WOOD FASTENING SCHEDULE
1) EDGE NAILS AT EDGE OF ALL PLYWOOD SHEETS: 8d@6'' O.C.
2) INTERMEDIATE NAILS AT ALL INTERIOR
SUPPORTS: FLOOR 8d@10'' O.C. ROOF 8d@12'' O.C.
3) RAFTERS/TRUSSES OR JOISTS.
4) 2'-0'' x 4''-0'' MIN. SIZE OF PLYWOOD SHEET.
5) LONG DIM. OF PLYWOOD SHALL RUN ACROSS JOISTS OR RAFTERS.
6) NAILS SHALL HAVE MIN. 38'' EDGE SISTANCE AND SHALL NOT BE OVERDRIVEN THRU OUTERPLY.
1 3
STUDS & @6" O.C.
BOARD OUTSIDE CORNER DETAIL
FASTENERS PER TABLE R602.3(1)
8d NAILS @12" O.C.
1 2" GYPSUM BOARD
STRUCTURAL CONSULTANT
DRAWN BY:
CHECKED BY:
2020-077PROJECT NO:
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
O | 240.830.2555 , F | 240.830.2573, WWW.BEL-ENGINEERING.COM
SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
NOTES & TYP. DETAILS
1. CARRIAGE HOUSE SECOND FLOOR WALL BRACING PLAN 1/4"=1'-0"
B2007087 09/22/20
LAP 40 BAR Ø
6"X6"-W2.0Xw2.0 W.W.F.
6 MIL VAPOR BARRIER
1. LOCATE CONTROL JOINT @ EACH COLUMN CENTER LINE AND PER STRUCTURAL NOTES GUIDE LINES
2. SAW CUT JOINT MUST BE MADE AS SOON AS POSSIBLE AFTER THE SURFACE IS FIRM ENOUGH BUT NO LATER THAN 12 HOURS AFTER PLACEMENT (SEE ALSO 1-S5.01)
NOTES ON CONTROL JOINT
JOINT & FILL W/ JOINT FILLER / SEALANT PER ARCH SPECIFICATION.
CONTROL JOINT, SAWED OR FORMED
CONTROL JOINT WHERE OCCURS; SEE DETAIL ABOVE AND NOTES BELOW
11 4" X 9 12" LSL LEDGER W/HY 5/8"Ø HILTI
ANCHOR BOLTS IN HILTI HY-70 ADHESIVE @ 18" O.C. STAGGERED, TYP.
4" MIN. EMBED
FLOOR SHEATHING(SEE PLAN)
S E E A
LAP 40 BAR Ø
UNDISTURBED EARTH
PL
6" 6"
4" GRANULAR FILL
MID DEPTH W.W.F.
"T"/4 (1 1/2")
ARCH.
(MIN.)
#4x2'-0"@24"O.C.
NOTE: PROVIDE CONTROL JOINT AT MIDSPAN OF 30'-0" AND LARGER SPANS.
NOTE: DO NOT EXTEND WWM THRU JOINT
STD. METAL OR ASPHALT IMPREGNATED
FIBER FORM
PAPER SLEEVE
NOTE: PROVIDE CONTROL JOINTS SAW-CUT CONTROL JOINT WITHIN 12 HRS. OF PLACEMENT OR USE SOFT SAW-CUT AFTER FINISHING (CONTRACTOR'S OPTION)
9
S0301
14
S0301
5
S0301
6
S0301
8
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7
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PROVIDE WATER PROOFING MEMBRANE, SEE ARCH. FOR DETAIL
4X6X1 2 " STL. ANGLE W/ 3 4"
ANCHOR BOLTS IN HILTI HY-70 ADHESIVEBOLT @
10" O.C. STAGGERED
5" THICK NORMAL CONCRETE W/T=2" 3VLI18 DEEP METAL DECK
11 2", M
3", MIN.
PLACE STUDS ON ALTERNATE SIDE OF LAP WHEN JOINT IS ON THE CENTERLINE OF THE BEAM
7 8" MIN.
OF STUD.
5" THICK NORMAL CONCRETE W/T=2" 3VLI18 DEEP METAL DECK
5" THICK NORMAL CONCRETE W/T=2" 3VLI18 DEEP METAL DECK
ATTACH CLOSURE TO DECK USING 1" FILLET WELDS OR #10 SCREWS, @ 24" O.C.
ATTACH POUR STOP TO BEAM USING 1" FILLET
WELDS @ 12" O.C.
HILTI ANCHOR BOLTS IN HILTI
HY-70 ADHESIVE @ 18" O.C., TYP. 6" MIN. EMBED
5" THICK NORMAL
FOR WATER PROOFING MEMBRANE, SEE ARCH.
S E E A
#6 @12" O.C.
LAP 40 BAR Ø
NEW CONCRETE FOOTING PER
REBARS PER FOOTING SCHEDULE
4" S.O.G. W/ W.W.F.
4" GRAVEL
6" 6"4"
1' -0
8" THICK CONCRETE
8" THICK CONCRETE
STONES AND FABRIC
4" GRAVEL
HILTI ANCHOR BOLTS IN HILTI HY-70 ADHESIVE @ 18" O.C., TYP.
6" MIN. EMBED
5" THICK NORMAL CONCRETE W/T=2" 3VLI18 DEEP METAL DECK
FOR WATER PROOFING MEMBRANE, SEE ARCH.
11
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EX MASONRY WALL V.I.F.
FRT 2X SILL PLATE W/, 5/8"Ø HILTI BOLTS @24" O.C.
W/ HILTI-HY 70 ADHESIVES 7" MIN. EMBEDMENT
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TYP. CONN. OF NEW STUD WALL AT EX PARTY MASONRY WALL NTS
FRT (2)2X12 LEDGER W/HY 1/2"Ø HILTI ANCHOR BOLTS IN HILTI HY-70 ADHESIVE @ 18" O.C. STAGGERED, TYP. 4" MIN. EMBED
FRT 2X4 FURRING WALL
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BOLTS x12" @ 24" O.C. MIN. 6'' EMBED. (TYP.)
2x6 @ 16" O.C. STUD WALL
2" RIGID INSULATION SEE ALSO ARCH
1 2" RIGID INSULATION
BEL ENGINEERING, LLC 4542 BEECH ROAD, TEMPLE HILLS, MD 20748
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SHEET NUMBER
ISSUE DATE
REVISION DATE
SHEET TITLE
DESCRIPTIONDATE NO.
2x4 MIN. SQUASH BLOCKS
NOTE: USE 2x4 MIN. SQUASH BLOCKS TO TRANSFER LOAD AROUND TJI ®JOIST
COLUMN
NOTE: BEARING AT WALL 1 1/4" TIMBERSTAND® LSL OR iLEVEL® 1 1/8" RIM BOARD OR BLOCKING FOR LATERAL SUPPORT
1/ 16
A P
DO NOT CUT, NOTCH OR DRILL HOLES IN HEADERS OR BEAMS EXCEPT AS INDICATED IN ILLUSTRATIONS AND TABLES.
LSL ALLOWED HOLE ZONE dd
LVL/PSL ALLOWED
HOLE ZONE
MICROLLAM LVL AND PARALLAM PSL HOLE ZONE
2 x DIAMETER THE LARGEST HOLE (MINIMUM)
d
7-1/4" TO 20"
5-1/2" NOTES: 1) ALLOWED HOLE ZONE SUITABLE FOR HEADERS AND BEAMS WITH UNIFORM LOADS ONLY. 2) ROUND HOLES ONLY 3) NO HOLES IN CATILEVERS. 4) NO HOLES IN HEADERS OR BEAMS IN PLANK ORIENTATION 2) ALLOWABLE PENETRATIONS SUITABLE ONLY FOR WEYERHAEUSER LVL, LSL AND PSL PRODUCTS.
CONTRACTOR TO SUPPLY ALLOWABLE PENETRATION CUTSHEET FOR SUBSTITUTIONS
21 2" 6"
T Y P .
11 2"
(2) ROWS 10d
(1) KING STUD
(3) JACK STUDS
(2) JACK STUDS
TOP MOUNT HANGER
FACE MOUNT HANGER
NOTE: WEB STIFFNER REQUIRED IF SIDES OF HANGER DO NOT LATERALLY SUPPORT AT LEAST 3/8" OF TJI JOIST TOP FLANGE.
Dnx (MAX.)
E D
2x4 (W=3.5")
2x6 (W=5.5")
7 8" 13
8" 5 8 "
13 8" 21
21 8"<d<31
4" FOR 2x6
LOAD-BEARING STUD WALLS
NOTES: 1. THESE LIMITS ARE IN GENERAL ACCORDANCE WITH THE 2006 IRC. NOTCHES OR HOLES THAT DO NOT
MEET THESE REQUIREMENTS, INCLUDING ALL CONDITIONS WHERE THREE OR MORE MEMBERS IN A ROW ARE CUT, OR WHEN CUT MEMBERS SUPPORT MORE THAN ONE LEVEL, MUST BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR REVIEW.
2. ALL BORED HOLES WITH AN EDGE DISTANCE LESS THAN THE DIMENSION "E" NOTED ABOVE SHALL BE REINFORCED WITH SIMPSON "SS" STUD SHOES (OR APPROVED EQUAL). WHERE BORED HOLES PROVIDE PASSAGE FOR PIPING, SIMPSON NS2 (OR APPROVED EQUAL) SHALL BE PROVIDED FOR CODE-REQUIRED PROTECTION.
3. * EDGE NOTCH HEIGHT, "H", IS LIMITED BY THE METAL STUD SHOE DIMENSION PER SIMPSON. 4. GENERAL NOTATION: D = DIAMETER, OF BORED HOLE Dnx = NOTCH DEPTH, H = NOTCH HEIGHT, Lx =
NOTCH LENGTH, E = EDGE DISTANCE, d = JOIST DEPTH, W = STUD DEPTH
21 2"*
MEMBER
END
NOTES: 1. Dnx = d/6 (MAX.), = d/4 (MAX.) @ END 2. Lx = d/3 (MAX.) 3. NO NOTCHES PERMITTED IN CENTER
1/3 OF SPAN.
3. S = 2" (MIN.)
(2)2x TOP PL.
2012 IBC TABLE 2304.9.1 "FASTENING SCHEDULE"
HEADER PER PLAN
STUDS ABOVE
JACK STUDS PER PLAN. (2)2x MIN. FASTENED TOGETHER PER STRUCT. NOTES
FLR. FRAMING, SEE PLAN
WALL OPENING PER PLAN
WALL OPENING PER PLAN
TO MATCH SIZE & LOC'N
BACKER BLOCK: INSTALL TIGHT TO TOP FLANGE (TIGHT TO BOTTOM FLANGE WITH FACE MOUNT HANGERS). ATTACH WITH TEN 10d (0.128" x 3") NAILS, CLINCHED WHEN POSSIBLE.
FILLER BLOCK: NAIL WITH TEN 10d (0.128" x 3") NAILS, CLINCHED. USE TEN
16d (0.135" x31 2") NAILS FROM
EACH SIDE WITH TJI 560 JOISTS.
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TYPICAL SHEAR BLOCKING NTS
TJI BLOCKING PANELS TO MATCH DEPTH OF TJI FRAMING (SEE PLAN) TJI 360 OR EQUIVALENT.
(8) 12d NAILS INTO TOP AND BOTTOM PLATES AT 6" O.C.
PROVIDE WEB STIFFENERS AT
2ND FLOOR DECK. ATTACH TO JOIST WITH (3) CLINCHED 8d NAILS EACH SIDE.
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WALL STUDS, SEE PLAN AND
SCHEDULE FOR SIZE, SPACING, AND WALL SHEATHING ATTACHMENT.
2X PLATE NAILED INTO TJI RIM JOIST PER FASTENING SCHEDULE
FLOOR SHEATHING PER FRAMING PLANS
(2) 2X4 CRIPPLES. ATTACH WITH (2) 12d TOENAILS TOP AND BOTTOM
DOUBLE TOP PLATES, SEE TYPICAL TOP PLATE SPLICE DETAIL FOR
ADDITIONAL REQUIREMENTS
WALL STUDS, SEE PLAN AND SCHEDULE FOR SIZE, SPACING, AND
WALL SHEATHING ATTACHMENT
TYPICAL HEADER FRAMING NOT TO SCALE
TJI BLOCKING PANELS TO MATCH DEPTH OF TJI FRAMING (SEE PLAN) TJI 360 OR EQUIVALENT.
(8) 12d NAILS INTO TOP AND BOTTOM PLATES AT 6" O.C.
PROVIDE WEB STIFFENERS AT
2ND FLOOR DECK. ATTACH TO JOIST WITH (3) CLINCHED 8d NAILS EACH SIDE.
WALL STUDS, SEE PLAN AND
SCHEDULE FOR SIZE, SPACING, AND WALL SHEATHING ATTACHMENT.
2X PLATE NAILED INTO TJI RIM JOIST PER FASTENING SCHEDULE
FLOOR SHEATHING PER FRAMING PLANS
(2) 2X4 CRIPPLES. ATTACH WITH (2) 12d TOENAILS TOP AND BOTTOM
DOUBLE TOP PLATES, SEE TYPICAL TOP PLATE SPLICE DETAIL FOR
ADDITIONAL REQUIREMENTS
WALL STUDS, SEE PLAN AND SCHEDULE FOR SIZE, SPACING, AND
WALL SHEATHING ATTACHMENT
STUDS - SEE SCHEDULE
JACKS - SEE SCHEDULE
FLOOR SHEATHING, SEE FRAMING PLANS
TJI FRAMING (SEE PLAN)
OF JACKS AND STUDS ABOVE
HEADER MEMBER
MEMBERS
HEADER MEMBER
Minimum distance from edge of hole to inside face of nearest intermediate or cantilever support
For simple span (5' minimum), uniformly loaded joists used in residential applications, one maximum size round hole may be located at the center of the joist span provided that no other holes occur in the joist.
Leave 18" of web (minimum) at top and bottom of hole. DO NOT cut joist flanges.
Tables are based on uniform load tables in current design literature.
Rectangular holes based on measurement of longest side.
DO NOT
11 2" hole may be cut
anywhere in web out- side of hatched zone
Min. distance from Table A
No field cut holes in hatched zones
Minimum distance from edge of hole to inside face of nearest end support
minimum
Table A - End Support
6"
6" 1 L 12 x D 1 D DL 2 x L
minimum
Do not cut holes larger
than 1 1 2" in
cantilever
13"
13"
13"
1'-6"
2'-0"
1'-6"
2'-0"
2'-0"
3'-6"
2'-6"
1'-6"
2'-6"
1'-0"
1'-0"
1'-6"
1'-0"
1'-0"
1'-0"
1'-0"
5'-6"
5'-0"
5'-6"
3'-0"
3'-0"
4'-6"
2'-6"
5'-6"
2'-0"
1
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2
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3
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4
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TYP. NAILING SCHEDULE FOR 2x BUILT UP POSTS NOT TO SCALE
6
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7
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8
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12
S0401
TOP MOUNT HANGER
FACE MOUNT HANGER
NOTE: GC SHOULD PROVIDE TEMPORARY SHORING PRIORITY TO REMOVING BEARING WALLS AND CUT EXIST. JOISTS.
13
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EXIST. 2X10 JOIST, V.I.F
T/JOIST
LOCATIONS AND NAILING REQUIREMENTS
TWO LAYERS 58" TYPE X GYPSUM BOARD FOR FIRE RATING
T/PARAPET
SIMPSON "H2" (OR APPROVED EQUAL) AT EVERY STUD TO SOLID
BLOCKING
IPA DECK BOARD
STRUCTURAL CONSULTANT
DRAWN BY:
CHECKED BY:
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SHEET NUMBER
ISSUE DATE
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SHEET TITLE
DESCRIPTIONDATE NO.
MECH. UNIT SUPPORT DETAIL
(2)2x10 HEADER SUPPORTED ON SIMPSON HUSC 14 GAGE HANGERS AT POST(3) 2x6 FRT OR POCKETED 4" INTO
MASONRY
NOTCHED 2x12
8
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(2)2x10 HEADER SUPPORTED ON SIMPSON HUSC 14 GAGE HANGERS AT
POST(3) 2x6 FRT OR POCKETED 4" INTO MASONRY
MIN 2X10 JOISTS AT LANGING
6
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POST (SEE FRAMING PLAN)
NOTES
1. ATTACH ALL EXTERIOR AND INTERIOR SHEATHING TO STUDS PER PLANS AND SCHEDULES.
2. NAIL ALL BUILT-UP STUDS WITH 3"X0.131" NAILS @ 12" O.C.
SCHEDULE OF HEADERS HEADER NO. OF JACKS SIZE OF OPENING
2-2X6 1 FOR OPENINGS LESS THAN 3'-0"
2-2X8 2 FOR OPENINGS LESS THAN 5'-0"
2-2X10 2 FOR OPENINGS LESS THAN 6'-0"
2-2X12 2 FOR OPENINGS UP TO 8'-0"
(2) 1 3/4"X11 7/8" LVL 3 FOR OPENINGS UP TO 12'-0"
SCHEDULE OF LINTELS - GALVANIZED (8" MINIMUM BEARING EACH END)
STEEL ANGLE SIZE SIZE
4 X 3-1/2 X 3/8 LLV 4'-5" OR LESS
5 X 3-1/2 X 3/8 LLV 4'-6" TO 6'-0"
6 X 3-1/2 X 3/8 LLV AS MARKED ON PLANS 7'-6"
4 X 3-1/2 X 3/8 LLV AS MARKED ON PLANS 4'-0"; 4'-6" ARCHED
5 X 3-1/2 X 3/8 LLV AS MARKED ON PLANS 5'-7" ARCHED
8
S0402
Protect untreated wood from direct contact with concrete
4
S0402
TYPICAL WOOD BEAM BEARING AT CONCRETE WALL NOT TO SCALE
8" DIAMETER MAXIMUM HOLE FOR 117
8" - 16" DEEP BLOCKING PANELS; 6" DIAMETER MAXIMUM
FOR BLOCKING PANELS 91 2" DEEP
OR SHORTER THAN 12" LONG. DO NOT CUT FLANGES.
WEB STIFFENERS REQUIRED ON BOTH SIDES AT E1W ONLY
1 1 8" TJ® RIM BOARD OR
1 1 4" TIMBERSTRAND® LSL.
NAIL WITH 10D (0.131" X 3") NAILS, ONE EACH AT TOP AND BOTTOM FLANGE.
1
S0402
PLUMBING DROP
· SUBFLOOR ADHESIVE WILL IMPROVE FLOOR PERFORMANCE, BUT MAY NOT BE REQUIRED.
· SQUASH BLOCKS AND BLOCKING PANELS CARRY STACKED VERTICAL LOADS (DETAILS B1 AND B2). PACKING OUT THE WEB OF A TJI® JOIST (WITH WEB STIFFENERS) IS NOT A SUBSTITUTE FOR SQUASH BLOCKS OR BLOCKING PANELS.
· WHEN JOISTS ARE DOUBLED AT NON-LOAD BEARING PARALLEL PARTITIONS, SPACE JOISTS APART THE WIDTH OF THE WALL FOR PLUMBING OR HVAC.
· ADDITIONAL JOIST AT PLUMBING DROP (SEE DETAIL).
INSTALLATION TIPS
8" - 16" DEEP BLOCKING PANELS; 6" DIAMETER MAXIMUM
FOR BLOCKING PANELS 91 2" DEEP
OR SHORTER THAN 12" LONG. DO NOT CUT FLANGES.
WEB STIFFENERS REQUIRED ON BOTH SIDES AT E1W ONLY
1 1 8" TJ® RIM BOARD OR
1 1 4" TIMBERSTRAND® LSL.
NAIL WITH 10D (0.131" X 3") NAILS, ONE EACH AT TOP AND BOTTOM FLANGE.
5
S0402
T.S. COLUMN
SEE PLAN
1 2" NON-SHRINK
3000 PSI GROUT
STEEL TUBE,
1 4
3 8"x6
W8 BEAM SEE PLAN.
1 4"
(3) 9 1 2" LVL W/ 12" STEEL PLAT TO BE BOLTED
THROUGH (2) 14" Ø
T.S. COLUMN SEE PLAN
STL. POST
SEE PLAN
1 4"x3"x6" ANGLE
15
S0402
STRUCTURAL CONSULTANT
DRAWN BY:
CHECKED BY:
2020-077PROJECT NO:
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DESCRIPTIONDATE NO.
Sheets and Views
Sheets and Views
S0200-CARRIAGE HOUSE 2ND FL WALL BRACING PLAN NOTES & TYP DETAILS
Sheets and Views