STRUCTURAL & PME DRAWINGS8" CMU BLOCK STEM WALL
WITH 24"x12" CONCRETE
FOOTING (TYP.)
8" CMU BLOCK STEM WALL
WITH 24"x12" CONCRETE
FOOTING (TYP.)
4" THICK CONCRETE
SLAB ON GRADE
4" THICK CONCRETE
SLAB ON GRADE
EXISTING BUILDING
FOUNDATION
EXISTING BUILDING
FOUNDATION
STAIRS & LANDING
BY OTHERS
23'-0"17'-6"13'-7 1/4"5'-10 3/4"6'-2 3/4"7'-4 3/4"
1
S1.0
T
Y
P
1
S1.0T
Y
P
1
S1.0TYP
3
S1.0
2
S1.0
TYP
(2) #5 DOWEL BARS (2'-0"
LONG) W/ SIMPSON SET
EPOXY (6" EMBED) TYP.
(2) #5 DOWEL BARS (2'-0"
LONG) W/ SIMPSON SET
EPOXY (6" EMBED) TYP.
CONCRETE SLAB
INFILL
xxxx
4'-0"(MAX.)1'-0"SEE
ARCH.
FINISH GRADE
SEE CIVIL DWGS.
VENEER
SEE ARCH.
W.W.F.
2x6 STUDS AT 16" O.C.
FILL ALL CELLS BELOW FINISH
GRADE SOLID W/ CONCRETE
INSULATION BOARD
SEE ARCH DWGS.
5"
2'-0"x1'-0" FOOTING W/
(2) #5 BARS CONT. W/
#5 BARS AT 24" O.C.
#5 DOWEL
BARS AT 24" O.C.
#5 CONT.
BAR
#5 @ 24" O.C. 14"
14"
PROVIDE 1/2" Ø ANCHOR BOLT @ 6'-0" O.C.
DRILLED AND EPOXIED WITH SIMPSON SET
(12" EMBED)
7/16" OSB - SEE NOTES
FOR NAILING PATTERN
4" THICK CONCRETE
SLAB ON GRADE
#5 BAR
(2) #5 BARS 36"MIN. LAP36"
MIN. LAPFOOTING
xxxx
SEE
ARCH.
W.W.F.
FILL ALL CELLS BELOW FINISH
GRADE SOLID W/ CONCRETE
INSULATION BOARD
SEE ARCH DWGS.
#5 BARS AT 12" O.C.
E.W. (T & B)
#5 DOWEL
BARS AT 24" O.C.
#5 CONT. BAR
#5 @ 24" O.C.
FOUNDATION DRAIN
AND WATER PROOFING
BY OTHERS4'-0" MAX.1'-0"6"
SEE DETAIL 4/S1.0 FOR
SUMP PUMP PIT DETAIL.
LOCATE SUMP PIT PER
ELEVATOR
MANUFACTURER'S
RECOMMENDATIONS
NOTE: VERIFY DEPTH OF ELEVATOR PIT WITH MANUFACTURER 1'-0"2'-6"1'-0"2'-0" SQUARE
2X4 KEY
TYP.
ELEVATOR MAT
FOUNDATION
PER PLAN
#5 BARS @ 12" O.C. E.W.
#5 @ 12" O.C.
VERIFY SUMP PIT SIZE AND
LOCATION WITH ARCH
SPECIFICATIONS
OF SUMP PUMP.1'-0"8"8"
(1) #5
ELEVATOR PIT WALLS NOT
SHOWN FOR CLARITY
STEP FOOTING AS REQUIRED
S1.0
SCALE:
TYPICAL EXT. FOUNDATION WALL
1" = 1'-0"S1.0
1
SCALE:
TYPICAL CONTINUITY CORNER
N.T.S.S1.0
2
SCALE:
SECTION @ ELEVATOR PIT
N.T.S.S1.0
3
SCALE:
SUMP PIT @ ELEVATOR
N.T.S.S1.0
4
SCALE:
NOT USED
N.T.S.S1.0
5
GENERAL NOTES
1. CONTRACTORS ASSUME ALL RESPONSIBILITY FOR DEVIATING FROM DEPICTED OR
IMPLIED STRUCTURAL INFORMATION. STRUCTURAL ENGINEER/ ARCHITECT MUST BE
NOTIFIED IMMEDIATELY ABOUT ALTERNATE CONSTRUCTION OR PROBLEM AREAS
BEFORE PROCEEDING.
2. ALL CONSTRUCTION, WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE 2012
NORTH CAROLINA STATE BUILDING CODE AND LOCAL REGULATIONS.
3. ONLY SEALED DRAWINGS WITH MOST RECENT REVISIONS ARE APPLICABLE FOR
CONSTRUCTION
4. DO NOT SCALE DRAWINGS. CONTRACTOR MUST CONTACT ARCHITECT/ENGINEER FOR
QUERIES ON NON- LABELED ITEMS.
5. OWNER OR BUILDER IS RESPONSIBLE FOR SOIL BEARING CAPACITY, MIN. VALUE
ASSUMED IS 2000 PSF.
6. STRUCTURAL PLANS DO NOT INCORPORATE ADA, PLUMBING, MECHANICAL,
ELECTRICAL, OR SITE FEATURES. ENGINEER'S SEAL APPLIES TO STRUCTURAL
COMPONENTS ONLY.
7. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL DIMENSIONS. IF ANY
DISCREPANCY IS NOTICED, IT SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF
THE ARCHITECT AND ENGINEER AND WORK SHALL NOT COMMENCE UNTIL
INSTRUCTIONS ARE RECEIVED FROM THE ENGINEER.
8. THE STRUCTURE SHOWN ON THESE DRAWINGS IS STRUCTURALLY SOUND IN ITS
COMPLETED FORM ONLY. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY BRACING
TO STABILIZE THE BUILDING DURING CONSTRUCTION.
DESIGN LOADS/ SPECIFICATIONS
1. ROOF 20 LL, 10 DL
2. ATTIC 20 LL, 10 DL
3. CLASSROOM FLOOR 40LL, 20 DL
4. CORRIDOR FLOOR 100LL, 20 DL
5. DESIGN WIND SPEED: 100 MPH
FOOTINGS AND FOUNDATION
1. MINIMUM 28 DAY CONCRETE STRENGTH = 2500 PSI.
2. ALL CONTINUOUS STRIP FOOTINGS SHALL BE 24" WIDE BY 12" DEEP.
3. ANCHOR BOLTS TO BE MIN. 1/2"Ø @ 6'-0" O.C. AND MAXIMUM OF 12" FROM BUILDING
CORNERS. BOLTS SHALL EXTEND 12" MIN. INTO CONCRETE OR CMU. EXPANSION TYPE
ANCHORS ARE NOT RECOMMENDED TO BE USED IN THE CMU STEM WALL.
4. SEE FOUNDATION PLAN FOR CONCRETE FOOTING SIZES.
5. ALL FILL SHALL BE PLACED IN 8" MAXIMUM LOOSE LIFTS AND SHALL BE COMPACTED TO
A MINIMUM OF 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED IN ACCORDANCE
WITH ASTM D-698 (STANDARD PROCTOR METHOD). THIS REQUIREMENT SHALL BE
INCREASED TO 98 PERCENT OF ASTM D-698 IN THE FINAL FOOT BENEATH FLOOR SLABS
AND PAVEMENTS.
REINFORCING
1. ALL DETAILING, FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE IN
ACCORDANCE WITH THE LATEST "MANUAL OF STANDARD PRACTICE FOR DETAILING
REINFORCED CONCRETE STRUCTURES," ACI 315.
2. CLEAR CONCRETE COVER OVER BARS SHALL BE 3" FOR FOOTINGS AND OTHER
CONCRETE CAST AGAINST GROUND.
3. PROVIDE CORNER BARS AT ALL FOOTING STEPS AND CORNERS. THE REINFORCING
BARS SHALL BE A MINIMUM OF 2'-6" LONG AND SHALL HAVE THE SAME SIZE AND
SPACING AS THE HORIZONTAL REINFORCING.
4. LAP ALL SPLICES IN CONCRETE AS SPECIFICALLY CALLED FOR, BUT AT LEAST 48 BAR
DIAMETERS FOR TENSION OR COMPRESSION, UNLESS NOTED OTHERWISE.
5. PROVIDE DOWELS IN WALL FOOTINGS EQUIVALENT IN SIZE AND NUMBER TO VERTICAL
STEEL EXTENDING 24 BAR DIAMETERS INTO FOOTING AND 48 BAR DIAMETERS INTO
WALL, UNLESS NOTED OTHERWISE.
SLAB-ON-GRADE CONSTRUCTION:
1. SLAB ON GRADE SHALL BE FOUNDED ON STABLE NATURAL SOIL OR CONTROLLED
COMPACTED FILL. THE MINIMUM BEARING CAPACITY SHALL BE 2000 PSF.
2. SUPPORT THE 6 X 6 - W1.4 X W1.4 WELDED WIRE MESH AS REQUIRED TO INSURE THAT IT
WILL BE LOCATED 1" FROM THE TOP OF SLAB.
3. CONCRETE STRENGTH SHALL BE 4000 PSI AT 28 DAYS. USE A MID-RANGE WATER
REDUCING ADMIXTURE TO REDUCE WATER, INCREASE WORKABILITY AND DECREASE
SHRINKAGE CRACKS. THE MAXIMUM W/C RATIO SHALL BE 0.44 AND THE MAXIMUM
SLUMP SHALL BE 3" PRIOR TO THE ADDITION OF WATER REDUCING ADMIXTURE.
4. EXTERIOR SLABS SHALL HAVE 6% AIR ENTRAINMENT. DO NOT USE AIR ENTRAINMENT
ON INTERIOR SLABS (3% MAXIMUM AIR ENTRAINMENT).
5. THE CONTROL JOINT SPACING SHALL BE A MAXIMUM OF 15' OR AS SHOWN ON PLANS
FOR A 4" THICK SLAB. PLACE CONTROL JOINTS TO AVOID RE-ENTRANT CORNERS. MAKE
SAWCUTS TO FORM WEAKEN PLANE CONTROL JOINTS AS SOON AS POSSIBLE.
STRUCTURAL STEEL:
1. FABRICATE AND ERECT ALL STRUCTURAL STEEL IN ACCORDANCE WITH THE AMERICAN
INSTITUTE OF STEEL CONSTRUCTION "SPECIFICATION FOR THE DESIGN, FABRICATION
AND ERECTION OF STRUCTURAL STEEL OF BUILDINGS," WHERE THE MATERIAL USED
CONSISTS OF PLATES, SHAPES OR BARS.
2. STRUCTURAL STEEL SHALL BE PAINTED IN ACCORDANCE WITH THE ARCHITECTURAL
SPECIFICATIONS. STEEL COLUMNS BELOW GRADE THAT ARE NOT ENCASED IN
CONCRETE SHALL BE FIELD PAINTED WITH A COAL/TAR EPOXY COMPOUND TO PREVENT
CORROSION. DO NOT PAINT THE TOP FLANGE OF BEAMS THAT WILL RECEIVE SHEAR
STUDS. DO NOT PAINT BEAMS OR COLUMNS THAT WILL RECEIVE SPRAY-ON
FIREPROOFING.
3. THE STEEL USED SHALL HAVE THE FOLLOWING MINIMUM YIELD STRESS:
50 KSI STRUCTURAL STEEL WIDE FLANGE
35 KSI STRUCTURAL PIPE COLUMNS
46 KSI STRUCTURAL TUBE COLUMNS
36 KSI MISCELLANEOUS SHAPES, BARS AND PLATES
4. USE 3/4" DIAMETER A-325 BOLTS FOR ALL STEEL TO STEEL CONNECTIONS U.N.O. BOLTS
SHALL BE TIGHTENED TO A SNUG TIGHT CONDITION U.N.O. THE SNUG TIGHT CONDITION
IS DEFINED AS THE TIGHTNESS THAT EXISTS WHEN ALL PLIES OF A CONNECTION ARE IN
FIRM CONTACT.
5. USE A307 ANCHOR BOLTS FOR ALL ANCHOR BOLTS U.N.O.
6. USE E-70 ELECTRODES FOR ALL SHOP AND FIELD WELDING.
SPECIAL INSPECTIONS:
1. SPECIAL INSPECTIONS ARE NOT REQUIRED FOR THIS PROJECT.
FOUNDATION PLAN
SCALE: 3/16" = 1'-0"7334 CHAPEL HILL RD., SUITE 200RALEIGH, NC 27607 (919) 465-3801NC LICENSE NO. C-2871DATE:
SCALE:
REVIEWED BY:
DRAWN BY: TCH
TCH
1/4" = 1'-0"
REVISIONS
DESCRIPTIONDATENO.
FOR CONSTRUCTION0
12/18/2017
12/18/2017RENOVATIONS & ADDITIONSNEILL'S CREEK BAPTIST CHURCH4200 NEILL'S CREEK ROADANGIER, NORTH CAROLINA
18" FLOOR TRUSSES
@ 24" O.C. (PER MANUF.)
EXISTING HEADER
REMOVE EXISTING
WINDOW LINTEL TO
INSTALL NEW W8x48 BEAM.3-2x8HEADER3-2x8HEADERPROVIDE CONTINUOUS 2-2x6
TOP PLATE AT ELEVATOR (DO
NOT SPLICE TOP PLATES)
EXISTING
LINTEL/OPENING
DOUBLE 2x10 P.T. JOIST ADJACENT TO
EXISTING BUILDING. ATTACH TO MASONRY
WALL WITH 1/2" Ø EPOXY ANCHORS @ 24" O.C.
SIMPSON SET EPOXY (9" EMBED)
2x10 FLOOR
JOISTS @ 16" O.C.
1
S2.0
2
S2.0
2
S2.0
3
S2.0
4
S2.0
INFILL WITH 2x10 FLOOR
JOISTS @ 16" O.C.
3
S2.0
3/4" RATED OSB T&G
FLOOR SHEATHING
FLOOR TRUSS
(BY OTHERS)
(2) 2X6 CONT. PLATE
2x6 STUDS @ 16" O.C.
2x4 DIAGONAL
BRACE AT 48"
O.C. MAX
SILL PLATE NAILING
16d'S AT 4" O.C. AT
TRUSS TO TOP PLATE
CONTRACTOR'S OPTION TO STOP
SHEATHING AT FLOOR SYSTEM AND
USE SIMPSON CS16 STRAPS X 4'-6"
LONG W/ (12) 8d NAILS @ EACH END.
LOCATE STRAPS AT BUILDING
CORNERS AND ALL EDGES OF
WINDOWS AND DOORS OR THE 7/16"
OSB SHEATHING MUST EXTEND
CONTINUOUS PAST FLOOR SYSTEM.
CONTRACTOR SHALL NOT BREAK
PLYWOOD WITHIN 12" OF ABOVE
AND BELOW FLOOR SYSTEM.
2X NAILER
2X NAILER
2X BLOCKING
12" MAX.
1-1/2" THICK
GYP-CRETE
3/4" RATED OSB T&G
FLOOR SHEATHING
FLOOR TRUSS
BY OTHERS
(2) 2X6 CONT. PLATE
SILL PLATE NAILING
2x6 STUDS @ 16" O.C.
TRUSS MANUFACTURER
TO PROVIDE POCKET FOR
CONTINUOUS 2x6 RIM
16d'S AT 4" O.C. AT
BLOCKING TO TOP PLATE
2x4 BLOCKS BETWEEN BOTTOM
CHORD OF TRUSSES
CONTRACTOR'S OPTION TO STOP
SHEATHING AT FLOOR SYSTEM AND
USE SIMPSON CS16 STRAPS X 4'-6"
LONG W/ (12) 8d NAILS @ EACH END.
LOCATE STRAPS AT BUILDING
CORNERS AND ALL EDGES OF
WINDOWS AND DOORS OR THE 7/16"
OSB SHEATHING MUST EXTEND
CONTINUOUS PAST FLOOR SYSTEM.
CONTRACTOR SHALL NOT BREAK
PLYWOOD WITHIN 12" OF ABOVE
AND BELOW FLOOR SYSTEM.
1-1/2" THICK
GYP-CRETE
NEW JOIST
PER PLAN
2x10 LEDGER WITH 5/8" Ø EPOXY
ANCHORS @ 16" O.C. WITH
SIMPSON SET EPOXY (9" EMBED)
USE SCREEN TUBES FOR HOLLOW
BLOCKS
SIMPSON LUS
HANGER (OR EQUIV.)
EXISTING
EXTERIOR WALL
WITH BRICK
VENEER
BEAM PER PLAN
PROVIDE 8" BEARING ON EACH
SIDE OF MASONRY WALL GROUT
CELLS BELOW BEARING
12"x1/2" CONT. PLATE
EXISTING MASONRY
WALL REMOVE
EXISTING BUILT-UP
LINTEL
EXISTING VENEER
1/4"TYP.2-12
12"
1/4"TYP.2-12
S2.0
SCALE:
EXT. WALL (FRAMING PARALLEL)
1" = 1'-0"S2.0
1
SCALE:
EXT. WALL (FRAMING PERP.)
1" = 1'-0"S2.0
2
SCALE:
SECTION @ LEDGER
N.T.S.S2.0
3
SCALE:
SECTION @ BEAM
N.T.S.S2.0
4
SCALE:
NOT USED
N.T.S.S2.0
5
SECOND FLOOR FRAMING PLAN
SCALE: 3/16" = 1'-0"7334 CHAPEL HILL RD., SUITE 200RALEIGH, NC 27607 (919) 465-3801NC LICENSE NO. C-2871DATE:
SCALE:
REVIEWED BY:
DRAWN BY: TCH
TCH
1/4" = 1'-0"
REVISIONS
DESCRIPTIONDATENO.
FOR CONSTRUCTION0
12/18/2017
12/18/2017RENOVATIONS & ADDITIONSNEILL'S CREEK BAPTIST CHURCH4200 NEILL'S CREEK ROADANGIER, NORTH CAROLINAWOOD FRAMING
1. ALL FRAMING LUMBER SHALL BE SPF #2 VISUALLY GRADED (U.N.O).
2. ALL ROOF FRAMING MUST BE TIED TO FRAMING BELOW WITH 'SIMPSON'
H10A HURRICANE CLIP OR EQUIVALENT (U.N.O.).
3. SEE FRAMING PLANS FOR ALL BEARING HEADER SIZES.
4. ALL LUMBER EXPOSED TO CONCRETE/MASONRY OR WEATHER MUST BE
PRESSURE TREATED.
5. ALL FASTENERS EXPOSED TO WEATHER MUST BE GALVANIZED.
6. ROOF SHEATHING MUST BE CONTINUOUS BENEATH OVERBUILD.
7. STRENGTH OF LVL HEADERS MUST BE EQUAL TO Fv = 285 PSI, Fb = 2,900 PSI,
E = 2,000,000 PSI.
8. ATTACH MULTI-PLY LVLs PER MANUFACTURER'S SPECIFICATIONS.
9. ALL HOLES, NOTCHES, AND COPING OF LVL BEAMS SHALL BE INSTALLED
PER MANUFACTURER'S SPECIFICATIONS.
WALL BRACING
1. USE 7/16" OSB SHEATHING AT ALL EXTERIOR WALLS. NAIL SHEATHING WITH
8d NAILS AT 6" O.C. AT ALL EDGES. PROVIDE BLOCKING AT ALL
UNSUPPORTED EDGES. ATTACH SHEATHING AT 12" O.C. IN FIELD.
ROOF DIAPHRAGM SCHEDULE
1. USE 7/16" OSB SHEATHING (24/16 SPAN RATED). NAIL SHEATHING WITH 8d
COMMONS AT 6" O.C. AT BOUNDARY AND ALL SUPPORTING MEMBERS. NAIL
SHEATHING AT 12" O.C. IN FIELD.
CLEAR OPENING
0'-0" TO 5'-0"
5'-1" TO 8'-0"
8'-1" TO 10'-0"
10'-1" TO 12'-0"
LOOSE LINTEL
L6x4x3/8 (LLH)
L6x6x3/8
L8x6x7/8 (LLV)
L8x6x9/16 (LLV)
STEEL LINTEL SCHEDULE
SUPPORTING BRICK VENEER
NOTES:
1. ALL LOOSE LINTELS SHALL BE GALVANIZED.
2. PROVIDE 6" MINIMUM BEARING FOR OPENINGS
UP TO 8'-0". PROVIDE 8" MINIMUM BEARING FOR
OPENINGS OVER 8'-0".
3. SEE ARCHITECTURAL DRAWINGS FOR ANGLE
PLACEMENT AND FLASHING DETAILS.
4. LOOSE LINTEL ANGLES ARE NOT SHOWN ON
STRUCTURAL DRAWINGS. SEE ARCHITECTURAL
DRAWINGS FOR ALL LOCATIONS AND EXTENTS OF
OPENINGS.
3-2x6
HEADER
3-2x6
HEADER
EXISTING
LINTEL/OPENING
INFILL WALL FRAMING
AT EXISTING WINDOW
ATTACH RAFTERS TO EXISTING
GABLE END RAFTER WITH 5/8"
THROUGH-BOLTS AT 24" O.C.
2x6 RAFTERS
@ 16" O.C.
2x6 RAFTERS
@ 16" O.C.
2x6 RAFTERS
@ 16" O.C.
2x6 RAFTERS
@ 16" O.C.
CONT. 2x MATERIAL AT
ROOF OVERBUILD
RAFTERS (TYP.)
EXISTING
ROOF LINE
EXISTING
ROOF LINE
L6x6x3/8 LINTEL EACH SIDE
OF NEW OPENING IN
MASONRY WALL (PROVIDE 8"
BEARING ON EACH END)
INFILL WALL FRAMING
AT EXISTING WINDOW
1
S3.0
1
S3.0
1
S3.0
1
S3.0
EXISTING ROOF
OVERBUILD
SIMPSON H2.5A TIE
EVERY RAFTER
ATTACH CEILING
JOIST TO RAFTER
W/ (6) 10d NAILS
CEILING JOIST
PER PLAN
RAFTER
PER PLAN
12
SEE
ARCH
7/16" ROOF
SHEATHING
NOTE: CONTRACTOR'S OPTION TO INSTALL
I-JOIST EQUIVALENT OR ROOF TRUSSES.
SUBMIT SHOP DRAWINGS FOR REVIEW.
7/16" ROOF SHEATHING
8D NAILS @ BOUNDARY & SUPPORT
EDGES @ 6" O.C. (U.N.O.)
PLYWOOD SPACER
CLIPS AS REQUIRED
8D NAILS @
INTERMEDIATE
FRAMING @ 12" O.C.
8D NAILS @
6" O.C. @ EAVE
RAFTERS
S3.0
SCALE:
RAFTER @ EXT. WALL
N.T.S.S3.0
1
SCALE:
ROOF DECK NAILING PATTERN
N.T.S.S3.0
2
SCALE:
NOT USED
N.T.S.S3.0
3
SCALE:
NOT USED
N.T.S.S3.0
4
SCALE:
NOT USED
N.T.S.S3.0
5
ROOF FRAMING PLAN
SCALE: 3/16" = 1'-0"7334 CHAPEL HILL RD., SUITE 200RALEIGH, NC 27607 (919) 465-3801NC LICENSE NO. C-2871DATE:
SCALE:
REVIEWED BY:
DRAWN BY: TCH
TCH
1/4" = 1'-0"
REVISIONS
DESCRIPTIONDATENO.
FOR CONSTRUCTION0
12/18/2017
12/18/2017RENOVATIONS & ADDITIONSNEILL'S CREEK BAPTIST CHURCH4200 NEILL'S CREEK ROADANGIER, NORTH CAROLINAWOOD FRAMING
1. ALL FRAMING LUMBER SHALL BE SPF #2 VISUALLY GRADED (U.N.O).
2. ALL ROOF FRAMING MUST BE TIED TO FRAMING BELOW WITH 'SIMPSON'
H10A HURRICANE CLIP OR EQUIVALENT (U.N.O.).
3. SEE FRAMING PLANS FOR ALL BEARING HEADER SIZES.
4. ALL LUMBER EXPOSED TO CONCRETE/MASONRY OR WEATHER MUST BE
PRESSURE TREATED.
5. ALL FASTENERS EXPOSED TO WEATHER MUST BE GALVANIZED.
6. ROOF SHEATHING MUST BE CONTINUOUS BENEATH OVERBUILD.
7. STRENGTH OF LVL HEADERS MUST BE EQUAL TO Fv = 285 PSI, Fb = 2,900 PSI,
E = 2,000,000 PSI.
8. ATTACH MULTI-PLY LVLs PER MANUFACTURER'S SPECIFICATIONS.
9. ALL HOLES, NOTCHES, AND COPING OF LVL BEAMS SHALL BE INSTALLED
PER MANUFACTURER'S SPECIFICATIONS.
WALL BRACING
1. USE 7/16" OSB SHEATHING AT ALL EXTERIOR WALLS. NAIL SHEATHING WITH
8d NAILS AT 6" O.C. AT ALL EDGES. PROVIDE BLOCKING AT ALL
UNSUPPORTED EDGES. ATTACH SHEATHING AT 12" O.C. IN FIELD.
ROOF DIAPHRAGM SCHEDULE
1. USE 7/16" OSB SHEATHING (24/16 SPAN RATED). NAIL SHEATHING WITH 8d
COMMONS AT 6" O.C. AT BOUNDARY AND ALL SUPPORTING MEMBERS. NAIL
SHEATHING AT 12" O.C. IN FIELD.
CLEAR OPENING
0'-0" TO 5'-0"
5'-1" TO 8'-0"
8'-1" TO 10'-0"
10'-1" TO 12'-0"
LOOSE LINTEL
L6x4x3/8 (LLH)
L6x6x3/8
L8x6x7/8 (LLV)
L8x6x9/16 (LLV)
STEEL LINTEL SCHEDULE
SUPPORTING BRICK VENEER
NOTES:
1. ALL LOOSE LINTELS SHALL BE GALVANIZED.
2. PROVIDE 6" MINIMUM BEARING FOR OPENINGS
UP TO 8'-0". PROVIDE 8" MINIMUM BEARING FOR
OPENINGS OVER 8'-0".
3. SEE ARCHITECTURAL DRAWINGS FOR ANGLE
PLACEMENT AND FLASHING DETAILS.
4. LOOSE LINTEL ANGLES ARE NOT SHOWN ON
STRUCTURAL DRAWINGS. SEE ARCHITECTURAL
DRAWINGS FOR ALL LOCATIONS AND EXTENTS OF
OPENINGS.