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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.