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24D-212 2014.05.09 NHA State Street Drawing SetMARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 5/9/2014 2:35 PM teamwork://Bim-Server/21323 - NHA 256 State Street ##/##/#### #Last saved byG-001 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:MC BIM SERVER 21323 TB SHEET TITLE COVER PAGENorthampton Housing Authority256 State Street ApartmentsWATER MITIGATION AND IMPROVEMENTS256 State Street, Northampton, MA, 01060© Copyright 2012 By Dietz & Co. Architects, Inc. All Rights Reserved.65% PROGRESS SET9/4/13OWNER REVIEW SET9/27/135/09/14BID SETBNMAP OWNER MAY 9, 2014 ARCHITECT STRUCTURAL ENGINEER LINDGREN & SHARPLES 435 COTTAGE STREET SPRINGFIELD, MA 01104 RYAN S. HELLWIG, PE 20 ALDRICH STREET NORTHAMPTON, MA 01060 DIETZ & COMPANY ARCHITECTS , INC. 17 HAMPDEN STREET SPRINGFIELD, MA 01103 NORTHAMPTON HOUSING AUTHORITY 39 OLD SOUTH STREET NORTHAMPTON, MA 01060 DRAWING LIST Northampton Housing Authority 256 State Street Apartments BID SET DOCUMENTS MEP ENGINEER State Street (167-1 / 705-3) Water Mitigation and Improvements G-001 COVER PAGE A-1 BASEMENT FLOOR PLAN AND BASEMENT STAIR IMPROVEMENTS A-2 ENTRY CANOPY REPAIRS - FIRST FLOOR PLAN 256 State Street, Northampton, MA 01060 MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 5/13/2014 4:14 PM teamwork://Bim-Server/21323 - NHA 256 State Street ##/##/#### #Last saved byA-1 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:MC BIM SERVER 21323 TB SHEET TITLE BASEMENT FLOOR PLAN AND BASEMENT STAIR IMPROVEMENTSNorthampton Housing Authority256 State Street ApartmentsWATER MITIGATION AND IMPROVEMENTS256 State Street, Northampton, MA, 01060© Copyright 2012 By Dietz & Co. Architects, Inc. All Rights Reserved.65% PROGRESS SET9/4/13OWNER REVIEW SET9/27/135/09/14BID SETBN01 A1 A-1 REMOVE AND DISPOSE OF EXISTING DOOR, FRAME AND THRESHOLD INSTALL NEW METAL DOOR, FRAME AND THRESHOLD. SEE DOOR SCHEDULE 1 2 3 4 NEW SILENT KNIGHT DIALER EXISTING TELEPHONE EXISTING SILENT KNIGHT DIALER EXISTING FIRE ALARM CONTROL PANEL SUMP PUMP CONTROL PANEL UTILITY ROOM STORAGE AREA UP NOTE: REFER TO MECHANICAL AND ELECTRIAL KEY NOTES FOR SUMP PUMP ALARM INFORMATION F9 A-1 5'-0" BASEMENT LEVEL 1'-0 3/4"1'-4"1'-4"1'-0 3/4" 2" CLR. MIN. E5A-1 PAINT EXISTING METAL GUARD AND HANDRAIL EXISTING CONCRETE STAIRS EXISTING CONCRETE SIDEWALL AND CURB INSTALL PVC COATED WELDED WIRE TO EXISTING METAL GUARD INSTALL PVC COATED WELDED WIRE TO EXISTING METAL GUARD BASEMENT STAIR ROOF C LC L C L C L C L PVC COATED WELDED WIRE MESH NOTE: VINYLMESH, OR EQUAL, WIRE MESH, GALVANIZED-PVC COATED, WELDED TRIMMED CONSTRUCTION, 2" MESH, 0.099" WIRE, 1.895" OPENING. E6 A-1 EXISTING CONCRETE WALL NO. 01 LOCATION STORAGE AREA DOOR SIZE WIDTH 3'-0" HEIGHT 6'-8" THK. 0'-1 1/4" ELEV. A MAT. IM FRAME MAT. HM DETAILS HEAD D5 (SIM) JAMB D5 THRESHOLD SEE BELOW HDWR. SET SEE BELOW LABEL N/A REMARKS FACTORY PRIMED A5 A-1 3" MINEQ EQ 4 1/2" METAL DRIP EDGE SIMPSON H2.5 HURRICANE ANCHOR - GALVANIZED 2X6 ROOF FRAMING @ 16" O.C. (3) 2X6 PT PLATE BOLTED TO EXIST. CONCRETE WALL THREADED ANCHOR BOLT, SET IN EPOXY EXIST. CONC. WALL 2X6 RIM BOARD, PAINTED INSTALL PVC COATED WELDED WIRE EXISTING METAL GUARD ASPHALT SHINGLES OVER ICE AND WATER SHIELD OVER 3/4" EXTERIOR SHEATHING 12 8 REMOVE AND TERMINATE EXISTING SIDING AT BASEMENT STAIR ROOF LOCATION 5'-0"4'-6"6" D1A-1D1A-1 E5A-1 E5A-1CUT AWAY LOWER PORTION OF EXISTING METAL POST, WELD INFILL PATCH AND GRIND SMOOTH EXIST. CONCRETE CURB INSTALL PVC COATED WELDED WIRE MESH TO EXISTING METAL GUARD PAINT EXIST. MTL GUARD PAINT EXIST. METAL HANDRAIL EXIST. FIRST FLOOR WINDOW PAINT EXIST. MTL GUARD INSTALL PVC COATED WELDED WIRE MESH TO EXIST. MTL GUARD BASEMENT STAIR ROOF DN EXISTING CONCRETE STAIRS SLOPE8:126" CLEAR MIN.ASPHALT SHINGLES TO MATCH EXISTING. SUBMIT SAMPLE TO ARCHITECT FOR REVIEW E5 A-1 ASPHALT ROOFING SHINGLES TO MATCH EXISTING SHINGLES ICE AND WATER SHIELD MEMBRANE LAP OVER CORNER ONTO EDGE ROOF RAFTER METAL DRIP EDGE 2X6 ROOF RAFTER, PAINTED 3/4" EXTERIOR GRADE SHEATHING, PAINTED 2"1 15/16"1 15/16"5/8" EXISTING OPENING ANCHOR NEW INSULATED METAL DOOR SNAP IN ANCHOR WEATHER STRIPPING INSULATE WITH NON EXPANDING SPRAY FOAM CAULK CAULK HOLLOW METAL FRAME SIZED FOR PARTITION TYPE EXIST. WALL A MECHANICAL DRAWING NOTES 1 DISCONNECT AND REMOVE EXISTING DUPLEX SET OF PUMPS AND ALL ASSOCIATED CONTROLS. REPLACE WITH DUPLEX SUMP PUMP EQUAL TO BARNES PUMPS MODEL SE421HT. RECONNECT EXISTING DISCHARGE PIPING TO NEW PUMP SET. 2 FURNISH AND INSTALL INTO EXISTING SUMP BASIN THE FOLLOWING DUPLEX PUMP AND CONTROLS: A BARNES PUMP MODEL SE421HT, 2” NPT, FEMALE, VERTICAL DISCHARGE, CAST IRON IMPELLER, 416 STAINLESS STEEL SHAFT, ELEVATED THRUST BEARING AND DOUBLE LOWER BEARING. B MOTORS: 0.4HP, 230 VOLT, 1Φ, 60 CYCLE, 1760 RPM, DRIP PROOF ENCLOSURE. C CONTROLS: FOUR MERCURY FLOAT SWITCHES BARNES FloatTREE DUPLEX FOR “C” CHANNEL RAIL SYSTEM, DUPLEX PART NO. 116966 FIR 48”-72” DEEP BASINS. D ONE NEMA1 DUPLEX CABINET FOR WALL MOUNTING WITH (2) MAGNETIC STARTERS, (2) FUSIBLE DISCONNECT SWITCHES, (1) AUTOMATCH ALTERNATOR, (2) TOA SELECTOR SWITCHES, (2) PUMP RUNNING LIGHTS, (1) CONTROL CIRCUIT TRANSFORMER, AND (1) ALARM BELL WITH SILENCER, 120 VOLT 3 DISCONNECT POWER FROM EXISTING PUMP CONTROL PANEL FOR REMOVAL. RECONNECT EXISTING CIRCUIT TO NEW CONTROL PANEL. 4 PROVIDE SILENT KNIGHT MODEL 5104B DIALER ADJACENT TO EXISTING SILENT KNIGHT DIALER. CONNECT 120 VOLT POWER SUPPLY TO SAME CIRCUIT SERVING EXISTING DIALER WITH 2 #12 AND 1#12 IN ¾” EMT. CONNECT THE TWO PHONE LINE OUTPUTS TO THE SAME PHONE LINES SERVING THE FIRE ALARM CONTROL PANEL WITH PHONE LINE CABLE IN ½” EMT. TIE THE HIGH ALARM CONTACTS OF THE SUMP PUMP FLOAT TO THE NEW SILENT KNIGHT DIALER ALARM IMPUTS WITH 2 #14 AWG IN MINIMUM ½” EMT. NEW SILENT KNIGHT DIALER TO DIAL HIGH ALARM CONDITION TO OWNER’S CENTRAL MONITORING COMPANY DURING HIGH WATER LEVEL CONDITIONS. 2X8 LEDGER 2X6 ROOF FRAMING KERF AND HANG RAFTERS W/SIMPSON LUS26 HANGERS (OR EQUAL) REMOVE, RE-INSTALL AND TERMINATE EXISTING SIDING AS REQUIRED FOR BASEMENT STAIR ROOF INSTALLATION LAP EXISTING BUILDING PAPER OVER METAL FLASHING METAL FLASHING ICE AND WATER SHIELD WRAP VERTICALLY 12" ABOVE ROOF ASPHALT SHINGLES 3/4" EXTERIOR SHEATHING EXISTING SHEATHING 1/2"Ø X 4" LAG SCREWS - TYP/3 AT EACH EXISTING EXTERIOR WALL STUD NORTH NORTH SCALE: 1/8" = 1'-0"A7 PARTIAL BASEMENT FLOOR PLAN 0 4'8'16' SCALE: 3/4" = 1'-0" D1 BASEMENT STAIR SECTION A-1 0 1'2'3' SCALE: 3/4" = 1'-0" E5 BASEMENT STAIR ROOF A-1 0 1'2'3'SCALE: 1 1/2"= 1'-0" E6 BASEMENT STAIR ROOF SECTION A-1 0 6''12''18'' SCALE: 3/4" = 1'-0" A1 BASEMENT STAIR PLAN A-1 0 1'2'3' SCALE: 3" = 1'-0" F9 BASEMENT STAIR ROOF DETAIL A-1 SCALE: 3" = 1'-0" D5 DOOR FRAME DETAIL A-1 0 3''6''9'' SCALE: 3" = 1'-0" A5 BASEMENT STAIR ROOF DTL A-1 0 3''6''9'' DOOR SCHEDULE DOOR ELEVATION MECHANICAL AND ELECTRICAL KEY NOTES HARDWARE NOTES: LOCKSET: SCHLAGE L-SERIES GRADE 1 OR EQUAL, MORTISE LOCK ANSI/BHMA CERTIFIED, A156.13-2005, EXCEEDS 1,000,000 ANSI CYCLES, HEAVY DUTY TRAFFIC, ACCESSIBLE HANDLE, COORDINATE KEYING REQUIREMENTS WITH OWNER, FINISH: #626 SATIN CHROME HINGES: EMTEK - ASSA ABLOY OR EQUAL, 3-1/2" X 3-1/2", 1/4" RADIUS CORNERS, HEAVY DUTY BALL BEARING, STAINLESS STEEL, FINISH: #626 SATIN CHROME CLOSER: LCN 4040XP SERIES OR EQUAL, HINGE (PULL) SIDE MOUNTING HEAVY DUTY CLOSER. THRESHOLD: NATIONAL GUARD PRODUCTS (NGP) BUMBER SEAL THRESHOLD #893 OR EQUAL, SET INTO AN APPROVED SEALANT MARKDESCRIPTIONCONSULTANTS ARCHITECT DATE2 3 4 5 6 7 8 9 1012345789 1 2 4 7 813567 109 H F E B G F A C D G H C E F D B A 5/9/2014 2:35 PM teamwork://Bim-Server/21323 - NHA 256 State Street ##/##/#### #Last saved byA-2 PROJECT NO: CAD FILE: DRAWN BY: CHK'D BY:MC BIM SERVER 21323 TB SHEET TITLE ENTRY CANOPY REPAIRS - FIRST FLOOR PLANNorthampton Housing Authority256 State Street ApartmentsWATER MITIGATION AND IMPROVEMENTS256 State Street, Northampton, MA, 01060© Copyright 2012 By Dietz & Co. Architects, Inc. All Rights Reserved.65% PROGRESS SET9/4/13OWNER REVIEW SET9/27/135/09/14BID SETBNTYPICAL EXISTING ENTRY CANOPY TYPICAL EXISTING ENTRY CANOPY F1 A-2 6'-0" +/- TYP.4'-0" +/- TYP. F8A-2 TYPICAL EXISTING DOOR AND SIDELIGHT 5/4X6 CELLULAR PVC TRIM EXISTING WINDOW, WHERE APPLICABLE 4'x6' REMOVAL ZONE FOR DETERIORATED MATERIALS 4'x6' REMOVAL ZONE FOR DETERIORATED MATERIALS 2 2 11 NOTE: REFER TO ARCHITECTURAL REPAIR KEY NOTESREMOVAL ZONEREMOVAL ZONE D1A-2 C3A-2 (4) 1 1/2" X 3 1/2" LVL STUD ICE AND WATER SHIELD EXTERIOR SHEATHING 5/4X6 CELLULAR PVC TRIM LINE OF SUPPORT BRACKET ANGLED FLANGE - SEE A3/A-2 BOLT ATTACHMENT AT 4X4 PT BRACE AND BRACKET ANGLED FLANGE - SEE A3/A-2 SUPPORT BRACKET SCREWS SUPPORT BRACKET PLATE, SEE A3/A-2 WRAP 4X4 WITH "COILSTOCK" PVC TO MATCH EXISTING, LOCATE SEAMS ON SIDES OR BOTTOM, LAP TO CREATE POSITIVE DRAINING DRIP AWAY FROM 4X4 GYPSUM WALLBOARD, MATCH EXISTING METAL SUPPORT BRACKET 1" GAP - BETWEEN CELLULAR PVC TRIM AND END OF 4X4 PT BRACECLINTERIOREXTERIOR 4X4 PT BRACE - CUT KERF IN BRACE FOR PL F1A-2 EXISTING RAFTER EXISTING EDGE BEAM CUT SHOULDER UNDER EDGE BEAM INNER TANG RUNS PAST EDGE BEAM 4x4 PT BRACE #12x3" WOOD SCREW - TYP/4 EXISTING ROOF REMOVE EXISTING SOFFIT RE-INSTALL AFTER NEW BRACE INSTALLATION #12 X 3" WOOD SCREW - TYP/4 REMOVE EXISTING FACIA, RE-INSTALL AFTER NEW BRACE INSTALLATION EXISTING RAFTER INNER TANG RUNS PAST EDGE BEAM 4X4 PT BRACE CUT SHOULDER UNDER EDGE BEAM EXISTING ROOF REMOVE EXISTING SOFFIT, RE-INSTALL AFTER NEW BRACE INSTALLATION 1/4" x 3 1/4" P ANGLED FLANGE FIT IN 4X4 KERF 1/2" Ø HEX-HEAD BOLT IN COUNTERSUNK HOLES TYP /3 FOR SLOTTED 4x4 ATTACHMENT 4x4 PT BRACE W/ KERF FOR PL L WRAP 4X4 WITH "COILSTOCK" PVC TO MATCH EXISTING, LOCATE SEAMS ON SIDES OR BOTTOM, LAP TO CREATE POSITIVE DRAINING DRIP AWAY FROM 4X4 F3 A-2 D 1A-2 A1 A-1 REPAIR UNIT A ENTRY CANOPY, TWO BRACE LOCATIONS REPAIR UNIT F FRONT CANOPY, TWO BRACE LOCATIONS REPAIR UNIT B ENTRY CANOPY, ONE BRACE LOCATION REPAIR UNIT F REAR ENTRY CANOPY, TWO BRACE LOCATIONS EXISTING MAIL BOX CANOPY TO REMAIN EXISTING UNIT C ENTRY CANOPY TO REMAIN INSTALL BASEMENT STAIR ROOF BASEMENT STAIR EXISTING UNIT D ENTRY CANOPY TO REMAIN EXISTING UNIT D ENTRY CANOPY TO REMAIN ARCHITECTURAL REPAIR KEY NOTES 1. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) TEMPORARILY SHORE UP AND OTHERWISE STRUCTURALLY SUPPORT EACH UNIT ENTRY CANOPY, UNIT ENTRY DOORWAY AND SIDELIGHT AND 4’-0” OF EXTERIOR WALL TO EITHER SIDE OF THE UNIT ENTRY DOOR BEFORE BEGINNING WORK DESCRIBED IN KEY NOTES 2, 3, 4, 5, 6 AND 7. 2. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) REMOVE AND DISPOSE OF EXISTING EXTERIOR BUILDING MATERIALS INCLUDING: SIDING, BUILDING PAPER AND EXTERIOR SHEATHING DOWN TO EXISTING WOOD STUDS INSIDE A 4’(W)X6’(H) REMOVAL ZONE ON BOTH SIDES OF THE ENTRY CANOPY, (ONE SIDE ONLY AT THE UNIT B ENTRY CANOPY). REMOVE THESE MATERIALS AROUND EXISTING ADJACENT WINDOWS AS REQUIRED. NOTIFY ARCHITECT OF EXISTING DETERIORATED EXTERIOR MATERIALS BEYOND THE 4’X6’ REMOVAL ZONE. CAREFULLY REMOVE AND STORE EXISTING SIDING FOR POSSIBLE REUSE. 3. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) REMOVE AND DISPOSE OF EXISTING INTERIOR BUILDING MATERIALS INCLUDING: GYPSUM WALL BOARD, TRIM, WOOD WALL STUDS, AND SILL PLATES WITHIN A 4’(W)XFULL HEIGHT REMOVAL ZONE ON BOTH SIDES OF THE UNIT ENTRY DOOR, (ONE SIDE ONLY AT THE UNIT B ENTRY). THE FULL HEIGHT REMOVAL OF THE INTERIOR GYPSUM WALL BOARD ALLOWS FOR REMOVAL OF THE EXISTING WALL STUDS FROM SILL PLATE TO TOP PLATE. REMOVE THESE MATERIALS AROUND EXISTING ADJACENT WALLS, CLOSETS AND WINDOWS AS REQUIRED. NOTIFY ARCHITECT OF EXISTING DETERIORATED EXTERIOR MATERIALS BEYOND THE 4’XFULL HEIGHT REMOVAL ZONE. CAREFULLY REMOVE AND STORE EXISTING TRIM FOR POSSIBLE REUSE. 4. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) INSTALL 2x4 SILL PLATE, (4) 1 ½” X 3 ½” LVL STUD CENTERED AT BRACE LOCATION AND 2X4 WOOD STUDS @ 16” O.C. WITHIN THE 4’(W)XFULL HEIGHT REMOVAL ZONE ON BOTH SIDES OF THE UNIT ENTRY DOOR, (ONE SIDE ONLY AT THE UNIT B ENTRY). INSTALL CELLULAR PVC TRIM, METAL SUPPORT BRACKET AND 4X4 BRACE. COORDINATE NEW BUILDING MATERIAL INSTALLATION WITH THE EXISTING UNIT ENTRY DOORWAY AND SIDELIGHT. 5. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) INSTALL EXTERIOR BUILDING MATERIALS INCLUDING: EXTERIOR SHEATHING, BUILDING PAPER, ICE AND WATER SHIELD AND SIDING INSIDE THE 4’(W)X6’(H) REMOVAL ZONE ON BOTH SIDES OF THE ENTRY CANOPY, (ONE SIDE ONLY AT THE UNIT B ENTRY CANOPY). COORDINATE NEW WALL FRAMING AND EXISTING WALL FRAMING FOR EXTERIOR SHEATHING INSTALLATION. COORDINATE NEW EXTERIOR BUILDING MATERIAL INSTALLATION WITH THE EXISTING UNIT ENTRY DOORWAY AND SIDELIGHT. 6. AT ENTRY CANOPIES A, B, F (FRONT) AND F (REAR) INSTALL INTERIOR FINISH MATERIALS INCLUDING: GYPSUM WALL BOARD AND TRIM WITHIN THE 4’(W)XFULL HEIGHT REMOVAL ZONE ON BOTH SIDES OF THE UNIT ENTRY DOOR, (ONE SIDE ONLY AT THE UNIT B ENTRY). COORDINATE NEW WALL FRAMING AND EXISTING WALL FRAMING FOR GYPSUM WALL BOARD INSTALLATION. REPAIR, PATCH, PREP, FINISH AND PAINT TO MATCH EXISTING INTERIOR WALL SURFACES. RE-INSTALL AND FINISH INTERIOR WALL TRIM AS REQUIRED TO MATCH EXISTING. COORDINATE NEW INTERIOR FINISH MATERIAL INSTALLATION WITH THE EXISTING UNIT ENTRY DOORWAY AND SIDELIGHT. 2"2" 2 1/2"4"4"2" 5/4X6 CELLULAR PVC TRIM 1/4" X 3 1/4" X 11" P ANGLED FLANGE 1/2" Ø HEX-HEAD BOLT - TYP/3 SET IN COUNTERSUNK HOLES - TYP/3 FOR SLOTTED 4X4 ATTACHMENT (4) 1 1/2" X 3 1/2" LVL STUD 1/2" Ø X 5" LAG SCREW - TYP/4 1/4" X 5" X 6" P SUPPORT BRACKET PLATE 1/2" NOMINAL WOOD STRUCTURAL PANEL SIDE ELEVATION CLFRONT ELEVATION L L C3 A-2 4'-0" (W) X FULL HEIGHT,4'-0" (W) X FULL HEIGHT, F5A-2 LINE OF ENTRY CANOPY AND BRACE ABOVE INTERIOR EXTERIOR TYP. REMOVAL ZONE TYP. REMOVAL ZONE NOTE: REFER TO ARCHITECTURAL REPAIR KEY NOTES A1A-2 1 2 5 3 4 6 1 521 3 4 6 4 1" GAPBOLT ATTACHMENT PVC SIDING, MATCH EXISTING PVC 'J'-TRIM, MATCH EXISTING 5/4X6 CELLULAR PVC TRIM STEEL MOUNTING BRACKET 4X4 P.T. BRACKET EXISTING SIDELIGHT (4) 1 1/2" X 3 1/2" LVL STUD GYPSUM WALLBOARD, MATCH EXISTING WRAP 4X4 WITH "COILSTOCK" PVC TO MATCH EXISTING, LOCATE SEAMS ON SIDES OR BOTTOM, LAP TO CREATE POSITIVE DRAINING DRIP AWAY FROM 4X4 ICE AND WATER SHIELD, WRAP AROUND LVL STUDS AND ONTO EXTERIOR SHEATHING EXTERIOR SHEATHING "COILSTOCK" END CAP - WITH POSITIVE DRAINING DRIP COORDINATE REMOVAL AND RE- INSTALLATION OF EXISTING CASING TRIM AS REQD. COORDINATE REMOVAL AND RE- INSTALLATION OF EXISTING CASING TRIM AS REQD. EXTERIOR INTERIOR LVL STUDC L 4x4 BRACEC L NORTH SCALE: 1/2" = 1'-0" F5 SECTION AT TYPICAL ENTRY CANOPY A-2 0 1'2'4' SCALE: 3" = 1'-0" A1 WALL SECTION AT BRACE A-2 0 3''6''9'' SCALE: 3" = 1'-0" F3 SECTION AT ENTRY CANOPY SOFFIT A-2 0 3''6''9''SCALE: 3" = 1'-0" F1 SECTION AT ENTRY CANOPY FASCIA A-2 0 3''6''9'' SCALE: 3" = 1'-0" D1 SECTION AT ANGLED FLANGE A-2 0 3''6''9'' SCALE: 1/2" = 1'-0" F8 SIDE ELEVATION A-2 0 1'2'4' SCALE: 1/8" = 1'-0" A6 BASEMENT FLOOR PLAN A-2 0 4'8'16'SCALE: 3" = 1'-0" A3 METAL SUPPORT BRACKET ELEVATIONS A-2 0 3''6''9'' SCALE: 1/2" = 1'-0" D5 ENTRY CANOPY TYPICAL PLAN A-2 0 1'2'4' SCALE: 3" = 1'-0" C3 PLAN DETAIL AT BRACKET A-2 0 3''6''9''