Transcript of manufacturer’s instructions and recommendations. ‘I’ Shape...
Lee D. Dixon, Jr., AIA P.O. Box 363 Architect/Owner Morehead City, NC 28557 252-241-1868 Lee@coastalarchitecture.net
Pag
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1 November 2018
Addendum 2 East Coast Hearing and Balance Morehead City, North Carolina The following addendum shall supersede previous information and does hereby become part of the contract documents.
• See attached Revised sheets A-5.1, A-5.2, A-5.3, S-1.1
• Detail 2/A-5.1: Stone cap to be Stone Craft Rock Face sill similar to E/A5.3. Installation as per manufacturer’s instructions and recommendations.
• The Owner will pay directly for Building Permit, Tap fees and Impact fees.
• Sunshades by Architectural Louvers H6A Dove Gray Standard Trim ‘I’ Shape outrigger 8” blade spacing 35° blade angle See attached
• Clarification: Project duration is 270 consecutive calendar days
• Elevator clarification: OTIS Hydro Fit 3500 with battery lowering option- see attached
• Clarification: Parking lot lights will be provided by Duke Energy
• M-3: Testing and balance of HVAC system shall be by an independent certified company paid for by the contractor.
• E-2, Fixture Schedule: Provide a $150 per fixture allowance (fixture only) for Fixture E. All labor and installation requirements by contractor.
• Windows/Storefront: Equal products by YKK or Old Castle will be acceptable.
• Clarification: mirrored insulating glass to be Low E, 1 5
16" impact glazing penetration.
End of Addendum 2
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3/4" PLYWOOD ON 2 x 6 JOIST @ 16" O.C. W/ SOUND BATT INSULATION
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SECOND FLOOR
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FLASH & CAULK AS REQ'D. ALL AROUND WINDOW
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FLASH & CAULK AS REQ'D. ALL AROUND WINDOW
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WALL SECTION
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SCALE: 1/2"=1'-0"
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A-5.1
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1
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STONE PILASTER BEYOND
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STONE CAP
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ELEVATOR PIT
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PROVIDE HORIZ. BLOCKING AS REQ'D. @ 4'-0" O.C. VERT. FOR STUD WALL SUPPORT
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PROVIDE HORIZ. BLOCKING AS REQ'D. @ 4'-0" O.C. VERT. MAX.
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PROVIDE HORIZ. BLOCKING @ 4'-0" O.C. VERT. FOR STUD WALL SUPPORT
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TRUSS BEARING
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HOIST BEAM W/ 8 x 18
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GROUT BLOCK SOLID
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WATER STOP
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WATER STOP
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WATER PROOFING (ALL AROUND PERIMETER)
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WATER PROOFING - TYP (ALL AROUND)
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VERIFY WITH ELEVATOR MANUF.
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VERIFY WITH ELEVATOR MANUF.
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PROVIDE SUMP AS REQ'D
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8" CMU BOND BEAM WITH (2) # 5 ~ CONTINUOUS
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8" CMU WITH #5 ~ @ 16" O.C. WITH HOOK BOTH ENDS
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GROUT ALL CMU SOLID
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PROVIDE FOR SUMP PUMP AS REQUIRED
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# 5 @ 12" O.C. EACH WAY TOP AND BOTTOM
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FIRST FLOOR
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8" CMU WITH #5 ~ @ 16" O.C. WITH HOOK BOTH ENDS
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WATER PROOFING (ALL AROUND PERIMETER)
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WATER PROOFING - TYP (ALL AROUND)
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8" CMU WITH #5 ~ @ 16" O.C. WITH HOOK BOTH ENDS
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VERIFY WITH ELEVATOR MANUF.
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12" CMU BOND BEAM WITH (2) # 5 ~ CONTINUOUS
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5/8" GWB ON 7/8" FURRING CHANNELS
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GUARD RAIL BEYOND SEE DETAIL 8 DWG. A1.1
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CONC. FILLED STEEL PAN
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CLIP ANGLE @ EA. STRINGER
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CLOSED RISERS TYP. - PTD
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STEEL STRINGER TYP. - PTD
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CONC. ON STEEL PAN
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5/8" GWB - PTD 2 LAYERS
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VERIFY W/ ELEVATOR MFG.
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2x WD STUDS @ 16" O.C.
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A-5.1
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A
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A-5.1
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A
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1 x 6 TRIM - PTD
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8" BOND BEAM W/ (2) # 5 CONT.
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8" CONC. BLOCK W/ HORIZ. REINF. EVERY OTHER COARSE AND # 5 VERT. REINF. @ 8" O.C. VERT. REINF. @ 8" O.C. GROUT SOLID
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APPLY (2) LAYERS 5/8" TYPE X GWB COMPETELY UNDER ALL STAIR AREA. (PROVIDE MISC FRAMING AS REQUIRED)
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8" BOND BEAM W/ 2 # 5
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1 x 6 TRIM - PTD
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1
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(2) 2 x 8 PRESSURE TRTD
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2 x 10 PRESSURE TRTD.
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E.I.F.S.
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T/ PARAPET BEYOND
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ROOFING SYSTEM ON TAPERED INSULATION (MIN. 2 1/2" THICK.) SLOPE 1/4" PER FT. ON 5/8" EXTERIOR PLYWOOD
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FLASHING .032 ALUM PREFIN.
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ROOF TRUSSES @ 24" O.C.
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INSULATION
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5/8" GWB CEILING
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2 X 6 WD STUDS @ 16" O.C. W/ BATT INSULATION
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E.I.F.S.
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5/8" TREATED PLYWOOD (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) W/ ICE AND WATER SHIELD
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2 x 10 PRESSURE TRTD
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2 x 6 PRESSURE TRTD
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2 x 10 PRESSURE TREATED LOOKOUTS @ 24" O.C. ALL AROUND PERIMETER OF TOWER ROOF TAPER TOP AS REQUIRED CLAD W/ 5/8" PRESSURE TREATED PLYWOOD
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TOWER ROOF DETAIL
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SCALE: 1 1/2"=1'-0"
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A-5.1
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A
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SLOPE
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1
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OF
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SHEET NO.
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DWG BY:
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REVISIONS
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CKD BY:
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ISSUED:
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THESE DRAWING AND SPECIFICATIONS REPRESENT AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN IN OWNERSHIP WITH THE ARCHITECT. USE OR REPRODUCTION BY ANY MEANS, IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S WRITTEN CONSENT, IS PROHIBITED.
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EAST COAST HEARING AND BALANCE
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NEW OFFICE BUILDING
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MOREHEAD CITY, NORTH CAROLINA
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18004
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A-5.1
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8-10-18
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BLS
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LDD
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WALL SECTIONS
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CERT. NO.
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51792
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9/27/18
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9/27/18
Lee D. Dixon, Jr., AIA
Coastal
Architecture
PLLC
Architectural
Design
252-247-2127
lee@coastalarchitecture.net
4206 Bridges St. Ext.,
Morehead City, NC
28557
Suite C
Member of the American
Institute of Architects
Interiors
Planning
www.CoastalArchitecture.net
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ASSUMED GRADE
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WALL SECTION
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SCALE: 1/2"=1'-0"
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2
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R-19 FIBERGLASS BATT INSULATION
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GROUT 8" BLOCK SOLID (SEE FOUNDATION PLAN)
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS) PROVIDE BLOCKING AT ALL PLYWOOD JOINTS
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SOUND BATT INSUL.
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ENGINEERED FLOOR TRUSSES
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2" x 6" SHOE PLATE
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3/4" ADVANTEC SUB-FLOOR GLUED AND SCREWED
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12" x 24" FOOTING W/ 3 # 5 CONT. & # 3 @ 48" O.C.
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2" RIGID PERIMETER INSULATION
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# 4~ @ 48" O.C.
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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FIRST FLOOR
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TRUSS BEARING
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1/2" A.B. @ 4'-0" O.C. & 2'-0" FROM CORNER (TYP.)
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(2) 2 x 6 TRTD. PLATES (TYP.)
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BASE
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T/ 3/4" FLOOR
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TRUSS BEARING
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2'-0" AT LOW POINT OF TRUSS
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BASE
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WALL CONSTRUCTION: 3/4" THICK E.I.F.S. ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C.
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E.I.F.S. BAND ON 5/8" EXTERIOR RATED SHEATHING
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ASSUMED GRADE
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WALL SECTION @ PROJECTIONS
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SCALE: 1/2"=1'-0"
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A-5.2
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1
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R-19 FIBERGLASS BATT INSULATION
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GROUT 8" BLOCK SOLID (SEE FOUNDATION PLAN)
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2" x 6" STUDS @ 12" O.C. S.P.F. (PROVIDE BLOCKING AT ALL PLYWOOD UNITS) (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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12" x 24" FOOTING W/ 3 # 5 CONT. & # 3 @ 48" O.C.
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2" RIGID PERIMETER INSULATION
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# 4~ @ 48" O.C.
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FIRST FLOOR
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1/2" A.B. @ 4'-0" O.C. & 2'-0" FROM CORNER (TYP.)
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(2) 2 x 6 TRTD. PLATES (TYP.)
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4" CONC. SLAB W/ 6X6 #10/10 W.W.M ON "MOISTOP" (6 MIN. POLY NOT ACCEPTABLE) ON VAPOR BARRIER ON 4" GRANULAR FILL
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BASE
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8" HEADER BLOCK
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12" HEADER BLOCK
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2" x 4" STUDS @ 16" O.C. S.P.F. @ PROJECTIONS (SEE FLOOR PLANS FOR 2" x 4" FRAMED PROJECTIONS)
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E.I.F.S. HEADER ON 5/8" TREATED PLYWOOD SHEATHING
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PTD WOOD SILL
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WINDOW SYSTEM
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WINDOW SYSTEM
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R-30 BATT INSUL.
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ENGINEERED ROOF TRUSSES TOP CHORDS SLOPES
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(2) 2" x 6" PLATE
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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ENGINEERED FLOOR TRUSSES
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2" x 6" SHOE PLATE
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3/4" ADVANTEC SUB-FLOOR GLUED AND SCREWED
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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(2) 2" x 6" PLATES
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BASE
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WALL CONSTRUCTION: 3/4" THICK E.I.F.S. ON 5/8" TREATED PLYWOOD SHEATHING ON 2 x 6 WD STUDS @ 12" O.C.
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TRUSS BEARING
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T/ 3/4" FLOOR
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TRUSS BEARING
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2'-0" AT LOW POINT OF TRUSS
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A-5.2
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A-1.1
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3
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6" SOUND BATT INSUL.
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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RUN TPO UP PARAPET AND UNDER COPING
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1/2" PLYWOOD
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TPO ROOFING (SLOPES) ON 5/8" FIBERBOARD ON 2 1/2" MIN. ROOF INSULATION ON 5/8" PLYWOOD
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4" CONC. SLAB W/ 6X6 #10/10 W.W.M ON "MOISTOP" (6 MIN. POLY NOT ACCEPTABLE) ON VAPOR BARRIER ON 4" GRANULAR FILL
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C. SUBMIT SAMPLES FOR FINAL APPROVAL
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2x WD STUDS @ 12" O.C. SUBMIT SAMPLES FOR FINAL APPROVAL
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STONECRAFT TRIM STONE HEADER, TYP.
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STONECRAFT ROCK FACE SILL, TYP.
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1 X 6 TRIM - PTD, TYP.
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1 X 6 TRIM - PTD, TYP.
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1 X 6 TRIM - PTD, TYP.
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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PTD WOOD SILL
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1 X 6 TRIM - PTD, TYP.
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AT HIGH POINT OF TRUSS (TOP CHORD SLOPES)
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AT LOW POINT OF TRUSS
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RUN TPO UP PARAPET AND UNDER COPING
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1/2" PLYWOOD
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TPO ROOFING (SLOPES) ON 5/8" FIBERBOARD ON 2 1/2" MIN. ROOF INSULATION ON 5/8" PLYWOOD
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AT HIGH POINT OF TRUSS (TOP CHORD SLOPES)
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AT LOW POINT OF TRUSS
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FIRST FLOOR
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TRUSS BEARING
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T/ 3/4" FLOOR
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TRUSS BEARING
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2'-0" AT LOW POINT OF TRUSS
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AT LOW POINT OF TRUSS (TOP CHORD SLOPES)
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R-19 FIBERGLASS BATT INSULATION
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GROUT 8" BLOCK SOLID (SEE FOUNDATION PLAN)
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12" x 24" FOOTING W/ 3 # 5 CONT. & # 3 @ 48" O.C.
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2" RIGID PERIMETER INSULATION
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(2) 2 x 6 TRTD. PLATES (TYP.)
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4" CONC. SLAB W/ 6X6 #10/10 W.W.M ON "MOISTOP" (6 MIN. POLY NOT ACCEPTABLE) ON VAPOR BARRIER ON 4" GRANULAR FILL
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BASE
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8" HEADER BLOCK
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R-30 BATT INSUL.
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(2) 2" x 6" PLATE
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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ENGINEERED FLOOR TRUSSES
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2" x 6" SHOE PLATE
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3/4" ADVANTEC SUB-FLOOR GLUED AND SCREWED
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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BASE
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6" SOUND BATT INSUL.
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SUSPENDED ACOUS. CLG. EL. 10'-0"
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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RUN TPO UP PARAPET AND UNDER COPING
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1/2" PLYWOOD
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TPO ROOFING ON 5/8" FIBERBOARD ON 2 1/2" MIN. ROOF INSULATION ON 5/8" PLYWOOD
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON (L.P. FLAMEBLOCK SEE W408 ON G-3) ON 2 x 6 WD STUDS @ 12" O.C. SUBMIT SAMPLES FOR FINAL APPROVAL
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ENGINEERED ROOF TRUSSES TOP CHORDS SLOPES
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WALL CONSTRUCTION: 3/4" THICK E.I.F.S. ON 5/8" EXTERIOR GWB ON L.P. FLAMEBLOCK (SEE W408 ON G-3) ON 2 x 6 WD STUDS @ 12" O.C.
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E.I.F.S. BAND ON 5/8" TREATED PLYWOOD SHEATHING
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LINE OF PILASTER BEYOND
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LINE OF PILASTER BEYOND
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REF. FACE OF CORNICE AT PILASTER
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WALL SECTION
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SCALE: 1/2"=1'-0"
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3
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A-5.2
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A-5.3
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A
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A-5.3
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A
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SIM
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A-5.3
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B
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A
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SOLID BLOCKING BETWEEN TRUSSES
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5/8" GWB TYPE X
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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(2) 2" x 6" PLATE
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ENGINEERED ROOF TRUSSES TOP CHORDS SLOPES
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5/8" GWB TYPE X
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SOLID BLOCKING BETWEEN TRUSSES
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5/8" TYPE X GWB ON FURRING CHANNELS
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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(2) 2" x 6" PLATES
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5/8" TYPE X GWB ON FURRING CHANNELS
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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(2) 2" x 6" PLATES
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5/8" TYPE X GWB ON FURRING CHANNELS
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2" x 6" DIA. BRACE @ 4'-0" O.C. MAX.
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SEE ROOF PLAN FOR CRICKET & ROOF DRAINS
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5/8" GWB
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FLASHING
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PREFIN. 032 ALUM. HEAD FLASHING
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SILL PAN FLASHING W/ END DAMS
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WRAP WINDOW OPENING W/ ICE AND WATER SHIELD OR APPROVED WINDOW WRAP
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS) PROVIDE BLOCKING AT ALL PLYWOOD JOINTS
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2 LAYERS 5/8" TYPE X 1 HOUR RATED
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R-30 BATT INSUL.
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2 LAYERS 5/8" TYPE X 1 HOUR RATED
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2 LAYERS 5/8" TYPE X 1 HOUR RATED
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SOLID BLOCKING BETWEEN TRUSSES
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5/8" TYPE X GWB
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5/8" TYPE X GWB
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SOLID BLOCKING BETWEEN TRUSSES
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5/8" TYPE X GWB
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5/8" TYPE X GWB
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UL L528 1 HOUR FLOOR/CEILING ASSEMBLY SEE G-3
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(WRAP ALL BEAMS W/ 5/8" TYPE X GWB)
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REAR WALL - 1 HOUR RATED SEE ALSO UL W408 DETAILS ON SHEET G-3
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THESE DRAWING AND SPECIFICATIONS REPRESENT AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN IN OWNERSHIP WITH THE ARCHITECT. USE OR REPRODUCTION BY ANY MEANS, IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S WRITTEN CONSENT, IS PROHIBITED.
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EAST COAST HEARING AND BALANCE
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NEW OFFICE BUILDING
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MOREHEAD CITY, NORTH CAROLINA
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18004
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A-5.2
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8-10-18
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9/27/18
Lee D. Dixon, Jr., AIA
Coastal
Architecture
PLLC
Architectural
Design
252-247-2127
lee@coastalarchitecture.net
4206 Bridges St. Ext.,
Morehead City, NC
28557
Suite C
Member of the American
Institute of Architects
Interiors
Planning
www.CoastalArchitecture.net
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E.I.F.S. PROFILE DETAIL A
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SCALE: 1 1/2"=1'-0"
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A-5.3
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A
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PROVIDE FRAMING TO SUITE E.I.F.S. PROFILE
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E.I.F.S. CORNICE
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PREFIN. ALUM. COPING (PROVIDE BLOCKING AS REQUIRED)
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RUN TPO UP PARAPET AND UNDER COPING
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2x WD STUDS @ 16" O.C.
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1
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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E.I.F.S. HEADER ON 5/8" EXTERIOR RATED SHEATHING
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WINDOW SYSTEM
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WALL CONSTRUCTION: 3/4" THICK E.I.F.S. ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C.
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PTD WOOD SILL
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5/8 GWB
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WALL CONSTRUCTION: 3/4" THICK E.I.F.S. ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C.
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WINDOW SYSTEM
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5/8 GWB
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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TREATED BLOCKING AS REQ'D.
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FLASH AS REQ'D.
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CAULK WINDOW ALL AROUIND INSIDE AND OUTSIDE
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JAMB BEYOND
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JAMB BEYOND
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AT E.I.F.S. FACADE
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SCALE: 1 1/2"=1'-0"
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A-5.3
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B
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AT E.I.F.S. FACADE
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SCALE: 1 1/2"=1'-0"
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C
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1 X 6 TRIM - PTD, TYP.
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E.I.F.S. SILL, TYP.
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1 X 6 TRIM - PTD, TYP.
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WINDOW HEAD DETAIL
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WINDOW SILL DETAIL
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A-5.3
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CHAMFER
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SLOPE TOP
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SILL PAN FLASHING W/ END DAMS
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CAULK
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PREFIN HEAD FLASHING
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WRAP OPENING W/ ICE & WATER SHIELD OR APPROVED WINDOW WRAP
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1
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1
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R-19 FIBERGLASS BATT INSULATION
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2" x 6" STUDS @ 12" O.C. S.P.F. (SEE FLOOR PLANS FOR 2" x 6" FRAMED WALLS)
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PTD WOOD SILL
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WINDOW SYSTEM
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C.
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STONECRAFT TRIM STONE HEADER, TYP.
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STONECRAFT ROCK FACE SILL, TYP.
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1 X 6 TRIM - PTD, TYP.
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1 X 6 TRIM - PTD, TYP.
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WINDOW SYSTEM
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WALL CONSTRUCTION: "STONECRAFT" HILL COUNTRY HERITAGE ADHERED STONE VENEER W/ LATICRETE PREMIUM MASONRY POINT MORTAR ON LATICRETE MASONRY VENEER MORTAR ON LATICRETE AIR & WATER BARRIER ON 5/8" DUROCK CEMENT BACKER BOARD ON 5/8" TREATED PLYWOOD SHEATHING (FASTENED @ MAX 8" O.C., 4" O.C. @ OPENINGS) ON 2 x 6 WD STUDS @ 12" O.C.
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AT STONE FACADE
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SCALE: 1 1/2"=1'-0"
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A-5.3
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D
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AT STONE FACADE
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SCALE: 1 1/2"=1'-0"
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WINDOW HEAD DETAIL
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WINDOW SILL DETAIL
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A-5.3
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SILL FLASHING PAN W/ END DAMS
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CAULK
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WRAP OPENING W/ ICE & WATER SHIELD OR APPROVED WINDOW WRAP
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HEAD FLASHING PAN W/ END DAMS
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PREFIN. ALUM. HEAD FLASHING
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TREATED BLOCKING AS REQ'.D
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SHEET NO.
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CKD BY:
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ISSUED:
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THESE DRAWING AND SPECIFICATIONS REPRESENT AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN IN OWNERSHIP WITH THE ARCHITECT. USE OR REPRODUCTION BY ANY MEANS, IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S WRITTEN CONSENT, IS PROHIBITED.
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EAST COAST HEARING AND BALANCE
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NEW OFFICE BUILDING
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MOREHEAD CITY, NORTH CAROLINA
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18004
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A-5.3
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8-10-18
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BLS
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LDD
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9/27/18
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9/27/18
Lee D. Dixon, Jr., AIA
Coastal
Architecture
PLLC
Architectural
Design
252-247-2127
lee@coastalarchitecture.net
4206 Bridges St. Ext.,
Morehead City, NC
28557
Suite C
Member of the American
Institute of Architects
Interiors
Planning
www.CoastalArchitecture.net
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OF
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SHEET NO.
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DWG BY:
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REVISIONS
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CKD BY:
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ISSUED:
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THESE DRAWING AND SPECIFICATIONS REPRESENT AN INSTRUMENT OF SERVICE AND AS SUCH SHALL REMAIN IN OWNERSHIP WITH THE ARCHITECT. USE OR REPRODUCTION BY ANY MEANS, IN WHOLE OR IN PART, WITHOUT THE ARCHITECT'S WRITTEN CONSENT, IS PROHIBITED.
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EAST COAST HEARING AND BALANCE
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NEW OFFICE BUILDING
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MOREHEAD CITY, NORTH CAROLINA
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18004
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S-1.1
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8-10-18
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BLS
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LDD
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C
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L
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O
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A
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N
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O
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H
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N
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I
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CERT. NO.
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51792
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R
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E
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M
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A
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E
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H
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C
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E
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T
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SECOND AND ROOF FRAMING PLANS
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UP
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DN
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(3) 2 x 12 HEADER
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SECOND FLOOR FRAMING PLAN
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1
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S-1.1
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SCALE: 1/4"=1'-0"
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ROOF FRAMING PLAN
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2
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S-1.1
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SCALE: 1/4"=1'-0"
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16" FLOOR TRUSSES @ 19.2" O.C.
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16" FLOOR TRUSSES @ 19.2" O.C.
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16" FLOOR TRUSSES @ 19.2" O.C.
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16" FLOOR TRUSSES @ 19.2" O.C.
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LOAD BEARING WALL, TYP.
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LOAD BEARING WALL, TYP.
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24" ROOF TRUSSES @ 24" O.C.
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24" ROOF TRUSSES @ 24" O.C.
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24" ROOF TRUSSES @ 24" O.C.
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16" FLOOR TRUSSES @ 19.2" O.C.
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LOAD BEARING WALL
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LOAD BEARING WALL
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LOAD BEARING WALL
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LOAD BEARING WALL
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LOAD BEARING WALL
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LOAD BEARING WALL
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OPEN FOR TOWER
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OPEN FOR TOWER
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GIRDER TRUSS
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GIRDER TRUSS
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OUTLINE OF ROOF OVER ELEVATOR BELOW
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LINE OF TOWER ROOF ABOVE
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SCALE: 1/4"=1'-0"
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TOWER ROOF FRAMING PLAN
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A-1
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B
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GIRDER TRUSS
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16" ROOF TRUSSES @ 24" O.C.
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2 x 8 @ 16" O.C.
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2 x 8 @ 16" O.C.
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2 x 8 @ 16" O.C.
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FLUSH BEAM (3) 1 3/4" x 16" LVL
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DROP BEAM
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16" FLOOR TRUSSES @ 19.2" O.C.
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16" FLOOR TRUSSES @ 19.2" O.C.
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SHELF ANGLE FOR TRUSS BEARING
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(3) 2 x 10 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 10 HEADER
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(3) 3/4 x 11 1/4 LVL 3/4 x 11 1/4 LVL HEADER
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(2) 1 3/4" x 16" LVL
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(3) 2 x 12 2 x 12 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 10 2 x 10 HEADER
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(2) 1 3/4" x 16" LVL
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(3) 2 x 12 2 x 12 HEADER
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(3) 2 x 12 2 x 12 HEADER
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(3) 2 x 10 2 x 10 HEADER
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(3) 2 x 10 2 x 10 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 10 2 x 10 HEADER
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(3) 2 x 10 2 x 10 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 10 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 12 HEADER
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(3) 2 x 12 HEADER
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TAPER TOP CHORD 1/4"/FT.
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ROOF HATCH
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1 HOUR FIRE RATED WALL CONT. FLOOR TO ROOF STRUCTURE
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MIN. (6) 2 x 4
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(4) 2 x 4
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FLUSH BEAM (2) 1 3/4" x 16" LVL
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(4) 2 x 6
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50 PSF LL
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100 PSF LIVE LOAD OVER P.T. 112
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50 PSF LL
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50 PSF LL
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50 PSF LL
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(5) 2 x 6
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TRUSS HANGER
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(5) 2 x 6
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T
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R
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A
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N
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O
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E
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E
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D.
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K
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I
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M
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N
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E
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N
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E
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G
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I
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O
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M
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N
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U
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17326
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H
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O
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N
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R
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P
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O
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T
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SEAL
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S
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C
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F
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E
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A
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R
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O
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I
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S
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S
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A
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C
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T
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E
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L
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A
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L
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N
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I
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L
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CONT. FLOOR TO ROOF STRUCTURE
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1
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9/27/18
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1
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1
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1
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SIMPSON HDU5-SDS2.5 AT BOTTOM OF WALL
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LEGEND
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NOTE: ALL WALL SHEATHING FASTENED AT 8" O.C. MAX SPACING AND 4" O.C. AROUND OPENINGS