Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2020-05-01 Sacred Heart Church - Bid Drawings
2020-05-01 SACRED HEART CHURCH - ENTRANCE AND SITE IMPROVEMENTSSACRED HEART CHURCH - St Elizabeth Ann Seton Parish 99 King St, Northampton, MA 01060 Entrance and Site Improvements - Bid Drawings 2 Mead St Greenfield MA 01301 - 413 624 9669 167 Main St Brattleboro VT 05301 - 802 451 5966 01 May 2020 © Austin Design Inc. SACRED HEART CHURCH - EXISTING WEST ELEVATION, NTS INDEX OF DRAWINGS: COVER C-1 TITLE SHEET C-2 EXISTING SITE CONDITIONS C-3 CONSTRUCTION NOTES C-4 LAYOUT AND PLANTING PLAN C-5 GRADING, DRAINAGE, UTILITIES AND EROSION CONTROL PLAN C-6 IRRIGATION PLAN C-7 CONSTRUCTION DETAILS C-8 CONSTRUCTION DETAILS C-9 CONSTRUCTION DETAILS A1.00 NOT USED A2.00 NOT USED A3.10 1ST FLOOR PLANS A4.00 NOT USED A5.10 EXTERIOR ELEVATIONS - EXISTING A5.20 EXTERIOR ELEVATIONS - PROPOSED A5.30 WEST EXTERIOR ELEVATIONS A5.40 SOUTH EXTERIOR ELEVATIONS A6.00 NOT USED A7.10 FRONT STAIR DETAILS A7.20 RAMP PLAN DETAILS A7.30 RAMP SECTION DETAILS A7.40 RAMP CANOPY DETAILS A7.50 CERAMIC MASONRY REPLACEMENT AT COLUMNS A7.60 CERAMIC MASONRY REPLACEMENT AT FRONT P-101 PLUMBING FLOOR PLAN E-001 ELECTRICAL LEGEND & GENERAL NOTES E-100 ELECTRICAL SITE LIGHTING PLAN E-501 ELECTRICAL DETAILS E-601 ELECTRICAL SCHEDULES NON EST HIC ALIVD NISI DOMVS DEI ET PORTA COELI Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A3.10 1ST FLOOR PLANSCHOIR LOFT ABOVENAVESANCTUARYSACRISTYVESTIBULEUPDNDNDNDNDNDNDNDNFirst Floor Plan - Existing Scale: 1/8" = 1'-0" 2 A3.10Existing Ramp, Stair and Rails to be Demolished and Replaced; See Also A7.20, A7.30 Existing Stair, Landing and Handrails to be Demolished and Replaced; See Also A7.10 Damaged Glazed Teracotta Masonry at Monumental Columns to Be Removed and Replaced; See Also A7.50 Damaged Glazed Teracotta Masonry at West Elevation to Be Removed and Replaced; See Also A7.60 Existing Roof Overhang to be Demolished and Replaced; See Also A7.40 Existing Handrail to be Removed and Replaced CHOIR LOFT ABOVENAVESANCTUARYSACRISTYVESTIBULEUPDNDNDNDNDNDNDNDNFirst Floor Plan - Proposed Scale: 1/8" = 1'-0" 1 A3.10 DNDNDN Proposed New Stair, Landing and Handrails; See Also A7.10 Proposed New Ramp and Stair; See Also A7.20, A7.30 P P New Power Door Actuators; See Also E-100 Proposed New Handrails; See Also 6/A7.30 Proposed Replacement Ceramic Masonry at Monumental Columns; See Also A7.50 Proposed Replacement Ceramic Masonry at West Elevation; See Also A7.60 Proposed New Canopy Above; See Also A7.40 Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A5.10 EXTERIOR ELEVATIONS- EXISTING NON EST HIC ALIVD NISI DOMVS DEI ET PORTA COELI West Elevation Scale: 3/32" = 1'-0" 4 A5.102 A5.30 2 A5.30 North Elevation Scale: 3/32" = 1'-0" 3 A5.10 South Elevation Scale: 3/32" = 1'-0" 1 A5.10 2 A5.40 East Elevation Scale: 3/32" = 1'-0" 2 A5.10 Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A5.20 EXTERIOR ELEVATIONS- PROPOSED NON EST HIC ALIVD NISI DOMVS DEI ET PORTA COELI West Elevation Scale: 3/32" = 1'-0" 4 A5.201 A5.10 See Also A7.10 See A7.20, A7.30, A7.40 North Elevation Scale: 3/32" = 1'-0" 3 A5.20 See A7.10 South Elevation Scale: 3/32" = 1'-0" 1 A5.20 1 A5.20 See Also A7.20, A7.30, A4.40 6 A7.30 East Elevation Scale: 3/32" = 1'-0" 2 A5.20 3 A7.40 See Also A7.20, A7.30 NON EST HIC ALIVD NISI DOMVS DEI ET PORTA COELI West Elevation - Proposed Scale: 1/4" = 1'-0" 1 A5.30Proposed New Stairs, Landing and Handrails; See Also A7.10 Ceramic Masonry Repair at Monumental Columns; See Also A7.50 Ceramic Masonry Repair at West Elevation; See Also A7.60 Proposed New Canopy; See Also A7.40 Proposed New Ramp; See Also A7.20, A7.30 Carefully Rake Out Mortar Joints & Repoint Monumental Columns, Pilasters, and Tall Watertable in Their Entirety Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A5.30 WEST EXTERIOR ELEVATIONS NON EST HIC ALIVD NISI DOMVS DEI ET PORTA COELI West Elevation - Existing Scale: 1/8" = 1'-0" 2 A5.30 Stairs, Landing and Handrails to be Demolished and Replaced; See Also A7.10 Existing Ramp to be Demolished and Replaced; See Also A7.20 and A7.30 Existing Overhang to be Demolished and Replaced; See Also A7.40 South Elevation - Proposed Scale: 1/4" = 1'-0" 1 A5.40 Proposed New Ramp; See Also A7.20, A7.30 Proposed New Stair; See Also A7.20, A7.30 Proposed New Canopy; See Also A7.40 South Elevation - Existing Scale: 1/8" = 1'-0" 2 A5.40 SEE 1 / A5.20 SEE 1 / A5.20 Existing Ramp, Stair and Rails to be Demolished and Replaced; See Also A7.20, A7.30 Existing Roof Overhang to be Demolished and Replaced; See Also A7.40 Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A5.40 SOUTH EXTERIOR ELEVATIONS Section Detail at Wing Wall Scale: 3/4" = 1'-0" 3 A7.10 New Solid Brick Wingwall; Bonding Pattern to Match Existing 2" Precast Concrete Coping; Match Existing 1'-10" NOTE: Field Verify All Dimensions Imported Gravel and Sand Backfill; Slope at MAX 3H:1V #5 Bar, 12" OC, Each Way, TYP Existing Undisturbed Subgrade 1'-0" 7"10"1'-0"4'-0" MIN#3 Bar, 2" MIN From Face of Concrete #5 Bar, 12" OC, Each Way, TYP Sloped Landing, Beyond ± 2'-9 3/8"Match ExistingMetal Flashing Cap #5 Bar, 12" OC, Continuous From Foundation Finish Grade, See Civil Weep Holes, 24" OC 1'-2 1/2" 1'-0"10" Mat Footing; Core Drill Holes for Drainage as Req. New, Imported Structural Fill Crushed Stone, MIN 1'-0" Below all Footings and Walkways, TYP Compressible Filler & Grey Polyurethane Caulk, TYP West Elevation at Monumental Column Scale: 3/4" = 1'-0" 6 A7.10 Existing Monumental Column Proposed New Stair, See 7/A7.10 New Pre-Cast Concrete Cap at Column Base, Set in Mortar Section Detail at West Entrance Scale: 3/4" = 1'-0" 7 A7.10 Haunched Reinforced Concrete Landing; Pin to Stair w/ 1/2" x 8" SS Dowels & Dowel Sleeves, 24" OC 1 1/2" Gold Anodized Aluminum Hand Railing, Typ of 4 4'-0"MINHaunch Slab Edge; Pin to Existing Foundation w/ 1/2" x 8" SS Dowels & Dowel Sleeves, 24" OC 1'-4" 1'-0"6"1'-0"6"1'-0"1'-0" 5" Concrete Pad; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP #3 Bar, 2" MIN From Face of Concrete #5 Bar, 12" OC, Each Way, TYP #5 Bar, 12" OC, Each Way, TYP Core Drill Concrete; Set with Non-Shrink Grout 7"3'-0"Compressible Filler & Polyurethane Caulk, TYP 5"1'-0" MIN1'-3" 1"10"10"7"10" 4'-4"2'-0" MIN1'-0"NOTE: Field Verify All Dimensions. Stair Risers to be a Maximum of 7". Slope Landing at 1.5% MAX; Finish to be Dyed and Stamped; See Also Civil Drawings A7.10 3 Existing Building Edge 2'-0" 1'-0"Crushed Stone, MIN 1'-0" Below all Footings and Walkways, TYP Existing Undisturbed Subgrade Existing Backfill Unknown. Investigate Further and Confirm 24" MIN Crushed Stone or Approved Drainable Compacted Fill Pour New Foundation Against Existing, Taking Care Not to Undermine or Otherwise Disturb Existing Footings or Foundations Compressible Filler & Grey Polyurethane Caulk, TYP Compressible Filler & Polyurethane Caulk, TYP 10" New, Imported Structural Fill A7.10 6 1.5% Slope 6" Reinforced Conc Stair; Finish w/ MasterTop 120SR or EQ, TYP 4" Core Drill Holes in Mat Slab for Drainage as Req. Existing Foundation Unknown Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.10 FRONT STAIR DETAILS West Entrance Demo Plan Scale: 1/4" = 1'-0" 1 A7.10 Existing Masonry Wing-Walls to be Demolished and Replaced Protect Monumental Columns to Remain; Take Care Not to Damage Glazed Terra-Cotta Block Remove Existing Handrails, TYP of 2 Remove Concrete Entry Slab Remove Existing Concrete Entry Stair NOTE: Remove existing concrete slab and stair. Take care not to undermine or otherwise disturb existing foundations. Existing foundations and backfill materials are unknown and shall be inspected for approved re-use upon further investigation. Protect existing masonry wing-walls and glazed terra-cotta block during demolition and construction. West Entrance Proposed Plan Scale: 1/4" = 1'-0" 4 A7.10 Existing Masonry Wing-Walls to be Demolished and Replaced; Take Care Not to Undermine or Otherwise Disturb Existing Foundations Install New Gold Anodized Aluminum Handrails, TYP of 4; See Also Detail 7/A7.10 New 5" Reinforced Concrete Pad; Finish w/ MasterTop 120SR or EQ, TYP; See Also Detail 7/.A7.10 A7.10 7 EQEQ CL Construction Joint, TYP of 2 Slope Landing 1"A7.10 3A7.10 5 New Pre-Cast Concrete Cap at Base of Monumental Columns, TYP of 2 New Pre-Cast Concrete Cap at Base of Pilasters, TYP of 2 5'-6" West Entrance Foundation Plan Scale: 1/4" = 1'-0" 2 A7.10 A7.10 7 7"10"3'-9"10"± 29'-10 1/2" VIF A7.10 3 1'-2" TOW 0'-0" TOWMat Footing, Below; Core Drill Holes for Drainage as Req.slopeA7.10 5 slope10"1'-0" Section Detail at Monumental Column Scale: 3/4" = 1'-0" 5 A7.10 Existing Foundations Unknown; Investigate Further Upon Demo Of Slab Existing Monumental Column Proposed New Stair, See 7/A7.10 2" VIF Compressible Filler & Polyurethane Caulk, TYP New Pre-Cast Concrete Cap at Column Base, Set in Mortar Concrete Cover for Reinforcement Shall be as Follows Unless Detailed Otherwise: - Footings Poured Against Earth: 3" - Surface Exposed to Weather or Earth: #5 or smaller: 1 1/2"; #6 or larger: 2" Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.20 RAMP PLAN DETAILS South Entrance Demo Plan Scale: 1/4" = 1'-0" 1 A7.20 Remove Existing Concrete Stair and Handrail Remove Existing Railing, Slab, Foundation Walls and Fill Remove 2 Sections of Existing Concrete Sidewalk for New Work Remove Sections of Existing Concrete Sidewalk as Req. for New Work NOTE: Protect Existing Building; Take Care Not to Damage, Undermine, or Otherwise Disturb Existing Structures Remove Existing Railing, Slab, Foundation Walls and Fill Remove Sections of Existing Concrete Sidewalk as Req. for New Work Remove Existing Fill, TYP; Existing Fill Unknown; Investigate Further for Approved Re-use South Entrance Proposed Foundation Plan Scale: 1/4" = 1'-0" 2 A7.20 New Reinforced Concrete Foundation Wall New, Imported Structural Fill, TYP; Existing Fill Unknown; Investigate Further for Approved Re-use Footing Line, Below New 5" Concrete Pad w/ Broom Finish, TYP; Reinforce w/ 6x6 W2.1 x W2.1 WWF 10"7"7" New 5" Concrete Pad w/ Broom Finish, TYP; Reinforce w/ 6x6 W2.1 x W2.1 WWF New 5" Concrete Pad w/ Broom Finish, TYP; Reinforce w/ 6x6 W2.1 x W2.1 WWF Control Joint Control Joint A7.30 1 A7.40 1 A7.30 2 7"10"10"1'-0"5'-0"1'-0" 7'-0"7"1'-4"7"7"10"7"7"10"7"5'-2"7"10"7" 8'-0"8'-0"16'-0"16'-0"6'-3"7"10"7"7"10"7"Mat Footing at Stair; Core Drill Holes for Drainage as Req.5'-0" MIN5'-0" MIN1'-6"10"7"10"10" South Entrance Proposed Plan Scale: 1/4" = 1'-0" 3 A7.2016'-0" @ 8.33% MAXNew 5" Concrete Pad; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP New Reinforced Concrete Steps; Finish w/ MasterTop 120SR or EQ, TYP 6'-3"5'-0" MINDN (6 risers) Existing Canopy Above, to be Demolished and Replaced; See Also A7.40 7'-0" 1 1/2" Steel Hand Railing. Railings to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black 16'-0" @ 8.33% MAX8'-0" @ 1.5% MAXLandingRampRamp8'-0" Provide Control Joints 4'-0" OC 1'-0"5'-0"1'-0" New Reinforced Concrete Wingwall at Stair 1'-6" A7.30 1 A7.40 1 A7.30 2 New 5" Concrete Ramp; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP A7.40 4 A7.30 3 Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.30 RAMP SECTION DETAILS Section Detail at Proposed Ramp Stair Scale: 3/4" = 1'-0" 1 A7.30 Crushed Stone, MIN 1'-0" Below all Footings and Walkways, TYP Footing, Beyond Existing Church, Beyond 7" #5 Bar, 12" OC, Each Way, TYP #3 Bar, 2" MIN From Face of Concrete #5 Bar, 12" OC, Each Way, TYP 10"Provide 45° Chamfer at Wing Wall to Align w/ Slab Edge, TYP A7.30 2 New, Imported Structural Fill; Existing Fill Unknown; Investigate Further for Approved Re-use 4" #4441 Top Rail Over 1/2" x 1 1/2" Channel 5/8" x 5/8" Bar Stock Baluster Railing and Balusters to Match Existing / Previous Work by HAI Architecture 1/4" x 5/8" Arch @ 6" Radius; Secure to Baluster w/ Collar, TYP 9"Core Drill Concrete; Set with Non-Shrink Grout 3 3/4"1/2"2'-8 5/16"3'-6"1/2"3 3/4"1 3/16"1/2" x 1 1/2" Bar Stock Top Rail 1/2" x 1 1/2" Bar Stock Bottom Rail 1 1/2" Tube Post 1 1/2" Steel Hand Railings, Guard and Posts to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black. Core Drill Holes in Mat Slab for Drainage as Req. Compressible Filler & Grey Polyurethane Caulk, TYP 1'-0"10" South Elevation at Proposed Ramp Scale: 1/4" = 1'-0" 3 A7.30 A7.40 3 A7.40 1 A7.30 1 Begin Balusters After Intermediate Landing Section at Proposed Ramp Scale: 1/4" = 1'-0" 4 A7.30 A7.30 2 A7.40 1 A7.30 1 A7.30 1 Section Detail at Proposed Ramp Stair Scale: 3/4" = 1'-0" 2 A7.30 1'-0"3'-0"1'-0"6'-3" 1'-1 1/2" 1"6 3/8"VIF3'-6" Guardrail1'-6" Low Rail10"7"10"1'-8" 10"6"2'-0"10"3'-0"1'-6"1'-6"1 1/2" Steel Hand Railings, Guard and Posts to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black. Footing, Beyond #5 Bar, 12" OC, Each Way, TYP Core Drill Concrete; Set with Non-Shrink Grout #3 Bar, 2" MIN From Face of Concrete #5 Bar, 12" OC, Each Way, TYPCompressible Filler & Polyurethane Caulk, TYP Compressible Filler & Polyurethane Caulk, TYP New, Imported Structural Fill; Existing Fill Unknown; Investigate Further for Approved Re-use 4'-0" MIN5"Haunched Reinforced Concrete Landing; Pin to Stair w/ 1/2" x 8" SS Dowels & Dowel Sleeves, 24" OC; Broom Finish to Match Sidewalk3'-0" High RailReinforced Concrete Stair; Finish w/ MasterTop 120SR or EQ, TYP 2'-0 1/2" Core Drill Holes in Mat Slab for Drainage as Req.10"7"10" 2'-0"10"4'-0" MIN5"6"1'-0"1'-0"3'-0"Haunched Reinforced Concrete Landing; Pin to Stair w/ 1/2" x 8" SS Dowels & Dowel Sleeves, 24" OC; Broom Finish to Match Sidewalk Section Detail at Site Stair, TYP Scale: 3/4" = 1'-0" 5 A7.30 NOTE: For Riser Count See Civil Drawings 6" 1'-2" 1"5 1/2"VIF10"7"10"6"1'-0"10"1 1/2" Steel Hand Railings, Guard and Posts to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black. #5 Bar, 12" OC, Each Way, TYP #3 Bar, 2" MIN From Face of Concrete #5 Bar, 12" OC, Each Way, TYP5"Reinforced Concrete Stair; Finish w/ MasterTop 120SR or EQ, TYP3'-0"1'-0"1'-0" Haunched Reinforced Concrete Landing; Pin to Stair w/ 1/2" x 8" SS Dowels & Dowel Sleeves, 24" OC; Finish to be Dyed and Stamped or Broom Finish to Match Sidewalk; See Civil Drawings Compressible Filler & Polyurethane Caulk, TYP Core Drill Concrete; Set with Non-Shrink Grout, TYP 1'-0"2'-0" TYPConcrete Cover for Reinforcement Shall be as Follows Unless Detailed Otherwise: - Footings Poured Against Earth: 3" - Surface Exposed to Weather or Earth: #5 or smaller: 1 1/2"; #6 or larger: 2" Elevation Detail at South Stair Proposed Handrail Scale: 3/4" = 1'-0" 6 A7.30 3'-0"1'-0"3'-0"11"1'-0" 1 1/2" Steel Hand Railings to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black. Secure to Brick w/ Handrail Brackets, Shop PTD to Match Handrails to Have Continuous Clearance of 1 1/2", MIN. Field Verify Existing Stair Dimensions. Existing Stair, to Remain Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.40 RAMP CANOPY DETAILS Section at Proposed Canopy Scale: 3/4" = 1'-0" 2 A7.40 (3) 1 3/4" x 7 1/4" 2.OE LVLs; TYP of Each Side 1 3/4" x 9 1/4" 2.OE LVLs, 16" OC; Taper at 1/2" per 1'-0" From Ridge 12 1/2 EPDM Roofing Over Drip Edge Flashing and Metal Gutter; Lap up Wall and Window Sills, Beyond EPDM Roofing Over 1/2" Coverboard and 5/8" Ply PVC Bead Board Ceiling w/ 1/4 Round Molding at Perimeter; Match Existing Decorative Steel Bracket, Primed and Painted Black; Match Existing, TYP of 2 3/4" PVC Fascia Bd Roof Plan at Proposed Canopy Scale: 1/4" = 1'-0" 7 A7.40 1/2" : 1'-0"1/2" : 1'-0" New 3" x 4" Downspout; Tie Into Existing New 3" x 4" Downspout; Tie Into Existing Gutter, Typ of 2 EPDM Roofing Over 1/2" Coverboard A7.40 2 Roof Framing Plan at Proposed Canopy Scale: 1/4" = 1'-0" 6 A7.40 1 3/4" x 9 1/4" 2.OE LVLs, 16" OC; Taper at 1/2" per 1'-0" From Ridge (3) 1 3/4" x 7 1/4" 2.OE LVLs; TYP of Each Side ± 11'-4"± 9'-6"Gutter Above 6x6 Post Below, TYP of 2A7.40 2 Section at Proposed Ramp & Canopy Scale: 3/4" = 1'-0" 1 A7.40 1 3/4" x 9 1/4" 2.OE LVLs, 16" OC; Taper at 1/2" per 1'-0" From Ridge (3) 1 3/4" x 7 1/4" 2.OE LVLs; TYP of Each Side EPDM Roofing Over 1/2" Coverboard and 5/8" Ply Decorative Steel Bracket, Primed and Painted Black; Match Existing, TYP of 2 EPDM Roofing Over Drip Edge Flashing 3/4" PVC Fascia Board, White PVC Band Molding ATW #8465; Match Existing 3/4" White PVC Post Casing w/ Mitered Corners Over 4" x 4" PT Post w/ Simpson #AB44 Post Base; Use 1/2" DIA Galvanized Bolt Embedded 4" MIN PVC Base Molding #4441 Top Rail Over 1/2" x 1 1/2" Channel 1 1/2" Tube Post 1/2" x 1 1/2" Bar Stock 5/8" x 5/8" Bar Stock Baluster 1/2" x 1 1/2" Bar Stock Bottom Rail3 3/4"1/2"2'-8 5/16"1/2"3 3/4"1 3/16"3'-6"Railing and Balusters to Match Existing / Previous Work by HAI Architecture 4"9"5"1/4" x 5/8" Arch @ 6" Radius; Secure to Baluster w/ Collar, TYP Handrail Beyond A7.40 2 4'-0" MIN7"10"7"10"2'-0" New, Imported Structural Fill; Existing Fill Unknown; Investigate Further for Approved Re-use #5 Bar, 12" OC, Each Way, TYP Pour New Foundation Against Existing, Taking Care Not to Undermine or Otherwise Disturb Existing Footings or Foundations 10"7" Existing Church Footing, Beyond 5" Concrete Sidewalk w/ Broom Finish, TYP; Reinforce w/ 6x6 W2.1 x W2.1 WWF Provide 45° Chamfer at Wall and Slab Edge, TYP Crushed Stone, MIN 1'-0" Below all Footings and Walkways, TYP Crushed Stone, MIN 1'-0" Below all Footings and Walkways, TYP 4"Core Drill Concrete; Set with Non-Shrink Grout3'-0"1'-6"5" Concrete Pad; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP 8 A7.40 DN DN South Entrance Proposed Plan Scale: 1/2" = 1'-0" 5 A7.20 16'-0" @ 8.33% MAX6'-3"5'-0" MINDN (6 risers) 7'-0"Ramp8'-0" 1'-0"5'-0"1'-0" New Reinforced Concrete Wingwall at Stair 1'-6" A7.30 1 A7.40 1 A7.30 2 A7.40 4 A7.40 3 1 1/2" New Reinforced Concrete Steps; Finish w/ MasterTop 120SR or EQ, TYP 1 1/2" Steel Hand Railing. Railings to Receive Hot Dip Galvanizing and Shop Applied Metal Coating. PTD Black New 5" Concrete Pad; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP Edge of Proposed Canopy, Above 3/4" White PVC Clad PT Post, See Also 1/A7.40 Decorative Steel Bracket, Above; TYP of 2 A7.30 3 New 5" Concrete Ramp; Reinforce w/ 6x6 W2.1 x W2.1 WWF; Finish w/ MasterTop 120SR or EQ, TYP Bottom Landing and Sidewalks to be Broom Finish, TYP P 2'-0"New Power Door Actuator; See Also E-100 Door Stop Anchored to Slab Existing Door to Remain & Receive New Power Door Hardware East Elevation at Proposed Ramp & Canopy Scale: 1/2" = 1'-0" 3 A7.40 EPDM Roofing Metal Gutter 3/4" PVC Fascia Board PVC Band Molding 3/4" White PVC Clad Post New Concrete Sidewall PVC Base Molding Decorative Steel Bracket 1 1/2" Steel Handrail For Additional Information See Detail 1/A7.40 A7.40 4 A7.30 3 A7.30 1 Steel Guard Rail, Posts and Balusters Concrete Cover for Reinforcement Shall be as Follows Unless Detailed Otherwise: - Footings Poured Against Earth: 3" - Surface Exposed to Weather or Earth: #5 or smaller: 1 1/2"; #6 or larger: 2" South Elevation at Proposed Ramp & Canopy Scale: 1/2" = 1'-0" 4 A7.40 Steel Guard Rail, Posts and Balusters 3/4" PVC Fascia Board, White EPDM Roofing Metal Gutter and Downspout; Tie Into Existing Drainage, TYP Each Side PVC Band Molding 3/4" PVC Clad Post, White PVC Base Molding New Concrete Slab w/ Chamfered Edge New Concrete Wall A7.40 1 For Additional Information See Detail 1/A7.40 Section at Canopy Flashing Scale: 1 1/2" = 1'-0" 8 A7.40 Rake Out Joint and Caulk Entire Length of Counterflashing Reglet Continuous Bar Reglet; Secure 12" OC w/ Grommeted Fasteners Mechanical Fastener and Washer; Lap EPDM up Wall and Window Sills; Weld all Seams EPDM Roofing Over 1/2" Coverboard and 5/8" Ply 2x10 Ledger Framing Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.50 CERAMIC MASONRY REPLACEMENT AT COLUMNS South Column Elevation Scale: 1/2" = 1'-0" 1 A7.50 Course 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 17 18 19 20 21 22 Block Type A, B C D E F G H I J K L M N O P Q R S Replace (7) Replace (9) Replace (8) Replace (4),(4) Replace (6) Replace (6) Replace (3) Replace (4) Replace (7) Replace (5) Replace (4) Replace (4) Replace (3) North Column Elevation Scale: 1/2" = 1'-0" 2 A7.50 Course 1 2 3 4 5 6 7 8 8 10 11 12 13 14 15 16 17 18 19 20 21 22 Block Type A, B C D E F G H I J K L M N O P Q R S Replace (6) Replace (6) Replace (4) Replace (4),(4) Replace (7) Replace (4) Replace (4) Replace (1) Replace (4) Replace (6) Replace (3) Replace (1) Replace (1) Replace (1) Block Type A: Center Scale: 1 1/2" = 1'-0" 3 A7.50 1'-6"1'-0"4"3"5"Section Profile Block Type B: Corner Scale: 1 1/2" = 1'-0" 8 A7.50 1'-3"1'-0"4"3"5"Block Type C: Curvilinear Scale: 1 1/2" = 1'-0" 4 A7.50 1'-3 1/2"9"Section Profile Block Type D: Curvilinear Scale: 1 1/2" = 1'-0" 5 A7.501'-3"9" Block Type E: Curvilinear Scale: 1 1/2" = 1'-0" 6 A7.501'-3"9" NOTE: Block Type G, H, I, J, K, M Similar, Different Column Diameter Block Type F: Curvilinear Scale: 1 1/2" = 1'-0" 7 A7.501'-3"9" Glazed Terracotta Block Replacement at Columns Block Type North Column South Column Total A 4 4 8 B 4 4 8 C 4 8 12 D 6 9 15 E 22 26 48 F 4 7 11 G 6 5 11 H 3 11 14 I 1 4 5 J 0 3 3 K 1 0 1 L 0 0 0 M 1 0 1 NOTE: Existing columns are constructed of an exterior finish of glazed ceramic terra cotta block over a structural interior. The structural interior is unknown, but it is assumed to accept removal and replacement of individual precast finish blocks. Restoration work is to include removal of existing, and fabrication and installation of new replacement glazed ceramic terra cotta block. Sizes, shapes, material and colors to match existing. All labor for the restoration work is to be performed by the masonry subcontractor (Mason). Replacement ceramic terra cotta block is to be soul sourced and furnished by the following subcontractor/supplier who has reviewed the project and documents and prepared a budget price and proposal, Inquiry 20-2241: Boston Valley Terra Cotta (BVTC) 6860 South Abbott Road Orchard Park, NY 14127 Contact: Linda Bieda Toll Free: 888-214-3655 www.bostonvalley.com Sequence and responsibilities for completion of the work is to include the following: 1. Mason: Remove a sampling of block to confirm adequacy of structural backup and determine appropriate anchoring and installation methods for replacement block. Review conditions with Owner, Architect and BVTC. 2. BVTC: Site survey to field verify block types, dimensions, and quantities shown on drawings to ensure that all damaged block are included in the scope. Review findings with Owner, Architect and Mason. 3. Mason: At direction of BVTC, remove and catalog a sample of each unique block and ship to BVTC to be used as a template for fabrication. 4. BVTC: Prepare a complete submittal package including shop drawings, setting details and drawings, color sample. 5. Mason: Perform a mock up with actual sample for review and approval by Owner, Architect and BVTC. a. Coordinate mortar mix and color with BVTC, Owner and Architect. b. Columns shall be repaired with proper weeps, to be coordinated after final scope is determined. 6. BVTC: Fabricate and ship block to site. a. All molds shall become the property of the Church. 7. Mason: Remove existing block to be replaced and install new block following all installation and setting details. NOTE: Carefully rake out mortar joints & repoint Monumental Columns, Pilasters, and Tall Watertable in entirety. Title: Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf01 MAY 2020 2 Mead St Greenfield MA 01301 413 624 9669 167 Main St Brattleboro VT 05301 802 451 5966 53 Southampton Road Westfield, MA 01085 413 562 1600 99 King St Northampton, MA 01060 Sacred Heart Church 142 Main Street Suite 3, P.O.Box 356 Northampton, MA 01060 413 727 3900 A7.60 CERAMIC MASONRY REPLACEMENT AT FRONT North Elevation at Front Niche Scale: 1/2" = 1'-0" 3 A7.60 X TT South Elevation at Front Niche Scale: 1/2" = 1'-0" 2 A7.60 T Course 1 Replace (1),(1),(1),(3),(1) 2 Block Type TT,UU,VV,W,Y Replace (1),(1) Block Type X, Z North Water Table at Front Entrance Scale: 1/2" = 1'-0" 4 A7.60 W TT X UUV VY Z South Water Table at Front Entrance Scale: 1/2" = 1'-0" 1 A7.60 Course 1Replace (1),(1),(1),(1) 2 Block Type T, U, V, W T U V W Glazed Terracotta Block Replacement at Pilasters, Watertable Block Type Watertable North Pilaster, Watertable South Pilaster, Total T 0 1 1 U 0 1 1 V 0 1 1 W 3 1 4 X 1 0 1 Y 1 0 1 Z 1 0 1 T T 1 0 1 U U 1 0 1 V V 1 0 1 5 6 Existing NW Pew Seating at 18" / Person = 121 4 6 4 5 6 6 Existing SW Pew Seating at 18" / Person = 121 CHOIR LOFT ABOVEVESTIBULEFirst Floor Key Plan Scale: 1/8" = 1'-0" 5 A7.60 1 A7.60 2 A7.60 3 A7.60 4 A7.60 Block Type W: Watertable Scale: 1 1/2" = 1'-0" 9 A7.60 1'-8"1'-0"4"3"5"Section Profile Block Type T: South Pilaster Base Corner Scale: 1 1/2" = 1'-0" 6 A7.60 10"1'-0"4"3"5"11 1/2" Block Type U: South Watertable Scale: 1 1/2" = 1'-0" 7 A7.60 9"1'-0"4"3"5"NOTE: Block Type UU, Similar but Opposite Block Type V: South Watertable Scale: 1 1/2" = 1'-0" 8 A7.60 10"7"4"3"NOTE: Block Type V V, Similar but Opposite Block Type Z: North Watertable Corner Scale: 1 1/2" = 1'-0" 12 A7.60 1'-8"10"1"3 1/2"5 1/2"Block Type Y: North Watertable Corner Scale: 1 1/2" = 1'-0" 11 A7.60 11"1'-0"4"5"3"9 1/2" Block Type X: North Pilaster Corner Scale: 1 1/2" = 1'-0" 10 A7.60 1'-5 1/2"10"1"3 1/2"5 1/2"NOTE: Existing columns are constructed of an exterior finish of glazed ceramic terra cotta block over a structural interior. The structural interior is unknown, but it is assumed to accept removal and replacement of individual precast finish blocks. Restoration work is to include removal of existing, and fabrication and installation of new replacement glazed ceramic terra cotta block. Sizes, shapes, material and colors to match existing. All labor for the restoration work is to be performed by the masonry subcontractor (Mason). Replacement ceramic terra cotta block is to be soul sourced and furnished by the following subcontractor/supplier who has reviewed the project and documents and prepared a budget price and proposal, Inquiry 20-2241: Boston Valley Terra Cotta (BVTC) 6860 South Abbott Road Orchard Park, NY 14127 Contact: Linda Bieda Toll Free: 888-214-3655 www.bostonvalley.com Sequence and responsibilities for completion of the work is to include the following: 1. Mason: Remove a sampling of block to confirm adequacy of structural backup and determine appropriate anchoring and installation methods for replacement block. Review conditions with Owner, Architect and BVTC. 2. BVTC: Site survey to field verify block types, dimensions, and quantities shown on drawings to ensure that all damaged block are included in the scope. Review findings with Owner, Architect and Mason. 3. Mason: At direction of BVTC, remove and catalog a sample of each unique block and ship to BVTC to be used as a template for fabrication. 4. BVTC: Prepare a complete submittal package including shop drawings, setting details and drawings, color sample. 5. Mason: Perform a mock up with actual sample for review and approval by Owner, Architect and BVTC. a. Coordinate mortar mix and color with BVTC, Owner and Architect. b. Columns shall be repaired with proper weeps, to be coordinated after final scope is determined. 6. BVTC: Fabricate and ship block to site. a. All molds shall become the property of the Church. 7. Mason: Remove existing block to be replaced and install new block following all installation and setting details. NOTE: Carefully rake out mortar joints & repoint Monumental Columns, Pilasters, and Tall Watertable in entirety. SANCTUARYSACRISTYCHOIR LOFT ABOVENAVEVESTIBULEUPDNDNDNDNDNDNDNDNBFP-13/4"CW WITHIN CRAWL SPACECONNECT NEW 3/4"CW TOEXISTING CW PIPE SERVINGPLUMBING FIXTURES.CONFIRM EXACT LOCATIONOF EXISTING PIPING IN FIELD.BFP-21"CW TO IRRIGATION SYSTEMNEW 1"CW SERVICEFROM UNDERSLAB1"CW3/4"CWTitle:Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf 01 MAY 20202 Mead StGreenfield MA 01301413 624 9669167 Main StBrattleboro VT 05301802 451 596653 Southampton RoadWestfield, MA 01085413 562 160099 King StNorthampton, MA 01060Sacred HeartChurch142 Main Street Suite 3,P.O.Box 356Northampton, MA 01060413 727 3900P-101PLUMBINGFLOOR PLAN04'8'16'SCALE: 1/8"=1'-0"BACKFLOW PREVENTER SCHEDULETAG IDSERVICELOCATIONTYPEMANUFACTURERMODELSIZE(IN)BODYMATERIALPRESSURERATING(PSI)CONNECTIONSVALVESSTRAINEROVERALLLENGTH(IN)REMARKSBFP-1DOMESTIC WATERSTAIR WELLREDUCEDPRESSURE ZONEWATTSU009-QT-S1BRONZE175NPTQUARTER-TURNBALL VALVESYES18.25BFP-2IRRIGATIONCRAWL SPACEREDUCEDPRESSURE ZONEWATTSU009-QT1BRONZE175NPTQUARTER-TURNBALL VALVESYES18.25GENERAL NOTES:1.INSTALL ASSEMBLIES AND SUPPORTS PER MANUFACTURER'S INSTRUCTIONS AND IN ACCORDANCE WITH ALL RELEVANT BUILDING CODES.2.RELIEF DRAIN PIPING SHALL DISCHARGE THRU AN AIR GAP AND BE ROUTED TO A LOCAL FLOOR DRAIN OR TO THE OUTDOORS WHERE IT WILL NOT CAUSE DAMAGE ORCREATE A NUISANCE.3.FIELD VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS PRIOR TO COMMENCEMENT OF WORK.4.COORDINATE LOCATIONS OF SERVICE ENTRANCES, BACKFLOW PREVENTERS, PRESSURE REDUCING VALVES, AND PIPE ROUTING IN CRAWL SPACE WITH OWNER ANDENGINEER IN FIELD PRIOR TO COMPLETING ANY INSTALLATION WORK.5.THIS DRAWING IS DIAGRAMMATIC AND MEANT TO INDICATE THE GENERAL LOCATIONS OF EQUIPMENT AND WORK INCLUDED IN THE CONTRACT. COORDINATE LOCATIONSOF EQUIPMENT WITH OTHER TRADES BEFORE AND DURING CONSTRUCTION. ANY MODIFICATION TO THE EQUIPMENT LAYOUT, REQUIRED FOR INSTALLATION, IS TO BEPERFORMED UNDER THE CONTRACT AGREEMENT, AT NO ADDITIONAL COST.6.PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALL LABOR REQUIRED TO INSTALL COMPLETE AND OPERABLE PLUMBING SYSTEMS AS INDICATED ON THEDRAWINGS, AS SPECIFIED, AND AS REQUIRED BY APPLICABLE CODES AND REGULATIONS.7.ALL HORIZONTAL DRAINAGE PIPING SHALL BE INSTALLED AT THE MINIMUM GRADES OF 1/4" PER FOOT (2%).8.COORDINATE ALL PIPING WORK WITH ALL TRADES INVOLVED IN THE PROJECT. PROVIDE OFFSETS AND TRANSITIONS IN PIPING TO AVOID OBSTRUCTIONS ANDINTERFERENCES WITH FIELD CONDITIONS.9.COORDINATE ALL REQUIRED OPENINGS THROUGH WALLS, FLOORS, AND CEILINGS WITH EQUIPMENT SHOP DRAWINGS. CORE THROUGH ANY FULL HEIGHT WALLS ORFLOORS AS REQUIRED TO RUN PIPING.10.PROVIDE AND INSTALL PIPE SLEEVES FOR PIPING PASSING THRU OR UNDER CONCRETE GRADE BEAMS AND FOUNDATIONS.11.ALL PLUMBING PIPING WHICH PASSES THROUGH WALLS AND/OR FLOORS SHALL BE INSTALLED WITH A SLEEVE, SEALED AND INSULATED. PROVIDE WALL ESCUTCHEONSFOR EXPOSED PIPING PASSING THROUGH WALLS.12.ALL MATERIALS, METHODS AND EQUIPMENT INSTALLED SHALL BE IN COMPLIANCE WITH PROJECT SPECIFICATIONS AND APPLICABLE CODES.DOMESTIC COLD WATER PIPEPIPE RISER DOWNPIPE RISER UPPIPE BREAK (SINGLE LINE)DIRECTION OF FLOW IN PIPEWATER SERVICE ENTRANCENO SCALEM1" CW SUPPLYINSTALL WATER METER. METER FURNISHED BYUTILITY COMPANY.FIN. FLRSTRAINERBFP-11"CW TO IRRIGATIONSYSTEM3/4"CW TO EXISTINGDOMESTIC SYSTEMBFP-2UNION (TYP)GENERAL SYMBOLSBFPB/FB/GBOPCICWFCOFDFFPRVBACKFLOW PREVENTERBELOW FLOORBELOW GRADEBOTTOM OF PIPECAST IRONCOLD WATERFLOOR CLEANOUTFLOOR DRAINFINISHED FLOORPRESSURE REDUCING VALVEABBREVIATIONSPRESSURE REDUCING VALVESET TO 55PSI @ 15 GPMPRESSURE REDUCING VALVESET TO 50PSI @ 5 GPM GENERAL SITE NOTES1.REFER TO THE CIVIL DRAWINGS FOR THE EXACT LOCATION OF ALL SITELIGHTING ETC.2.ALL EXCAVATION, TRENCHING, BACK FILL AND COMPACTION OF DUCTBANKS, WARNING TAPES IN TRENCHES, TRANSFORMER PADS, SITELIGHTING BASE INSTALLATION, PAVING, STRIPING, CURBREPLACEMENT, AND SITE RESTORATION, BY THE GENERALCONTRACTOR.3.SITE LIGHTING POLE BASES SHALL BE FURNISHED BY THE EC.4.WHERE ROUTING IS SPECIFICALLY INDICATED, CONDUITS SHALL BEROUTED AS INDICATED ON THE DRAWING. NO EXCEPTION WITHOUTPRIOR WRITTEN PERMISSION FROM THE PROJECT ELECTRICALENGINEER.5.ALL CONCRETE WORK SHALL BE BY THE GC.GENERAL DEMOLITION NOTES1.DEMOLITION SHALL BE THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR.DISCONNECT AND REMOVE EXISTING ELECTRICAL JUNCTION BOXES, BRANCHCIRCUITS, FEEDERS, RACEWAYS, DEVICES, ETC., AS REQUIRED TO ACCOMPLISHTHE NEW WORK AS SHOWN OR REASONABLY IMPLIED. THE CONTRACTOR SHALLREFER TO THE ARCHITECTURAL, PLUMBING, MECHANICAL, AND ELECTRICALWORK SHOWN ON THE OTHER DRAWINGS OF THIS SET TO DETERMINE THEEXTENT OF THE DEMOLITION WORK REQUIRED.2.EXISTING BRANCH CIRCUITS NO LONGER SERVING ANY EQUIPMENT OR DEVICESSHALL BE PULLED BACK TO AND DISCONNECTED FROM THE PANEL OF ORIGIN.RE-LABEL EXISTING CIRCUIT BREAKERS AS SPARE AND PROVIDE A NEWLABEL/NAMEPLATE OR TYPE-WRITTEN PANEL DIRECTORY.3.BRANCH CIRCUITS SERVING EXISTING DEVICES TO REMAIN AND EXISTINGDEVICES TO BE REMOVED SHALL BE MAINTAINED AND RECONNECTED ASREQUIRED AFTER REMOVAL OF THE EXISTING DEVICES, AS NECESSARY TOACCOMMODATE THE ALTERATIONS.4.THE CONTRACTOR SHALL REMOVE ALL WIRING/CABLING NO LONGER IN USEFROM EXISTING RACEWAYS/CONDUITS. RACEWAYS/CONDUITS NO LONGER INUSE THAT ARE EMBEDDED IN FLOOR SLABS SHALL BE CUT BACK AS REQUIREDAND CAPPED. SURFACE-MOUNTED RACEWAYS/CONDUITS NO LONGER IN USESHALL BE REMOVED.5.THE CONTRACTOR SHALL PROVIDE BLANK STAINLESS STEEL COVER PLATES FORALL JUNCTION/DEVICE BOXES NO LONGER IN USE THAT ARE EMBEDDED INFLOOR SLABS OR MASONARY WALLS. ALL COVER PLATES SHALL BE PAINTED TOMATCH EXISTING CONDITIONS.6.REFER TO SPECIFICATIONS FOR ADDITIONAL DEMOLITION CRITERIA.7.THE EXISTENCE OF UTILITIES AND APPURTENANCES AS SHOWN ON THESEDRAWINGS ARE FOR REFERENCE ONLY, AND THE EXACT SIZE, TYPE, LOCATIONAND ELEVATION SHALL BE THOROUGHLY INVESTIGATED BY THE CONTRACTORPRIOR TO THE START OF CONSTRUCTION. FIELD MEASURE TO VERIFY EXISTINGAND CONTRACT INTERFACE DIMENSIONS, LOCATIONS, AND OTHER CONDITIONS.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGEWHICH MIGHT BE OCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVEANY AND ALL UTILITIES.8.CONTRACTOR SHALL ASSUME MATERIALS TO BE DEMOLISHED ARE POSITIVE FORHAZARDOUS MATERIALS AND DISPOSE OF AS NECESSARY IN ACCORDANCE WITHAPPLICABLE REGULATIONS. REFER TO SPECIFICATIONS FOR MORE DETAILS.9.OWNER RETAINS RIGHT OF FIRST REFUSAL FOR ALL ITEMS TO BE REMOVED ORDEMOLISHED. CONTRACTOR SHALL TAKE REASONABLE CARE TO AVOID DAMAGETO ITEMS TO BE RETAINED BY OWNER. NO ADDITIONAL CHARGE WILL BEALLOWED FOR REMOVAL OF SALVAGEABLE ITEMS.10.FOR ITEMS BEING DEMOLISHED, REMOVE EXISTING SUPPORTS AND MOUNTINGHARDWARE. FILL OPENINGS FROM ANCHOR HOLES AND CONDUIT/PIPEPENETRATIONS (UNLESS CONDUIT IS TO BE REUSED) WITH NON-SHRINK GROUTAND PAINT TO MATCH WALL OR FLOOR.11.PATCH HOLES IN CONCRETE FROM OLD EQUIPMENT SUPPORTS, CONDUITS,PENETRATIONS, ETC. WITH NON-SHRINK GROUT.12.PROPERLY DISPOSE OF DEMOLISHED EQUIPMENT IN COMPLIANCE WITH CODES,REGULATIONS, AND DEEP STANDARDS.GENERAL NOTES1.BOLD TEXT AND LINES INDICATE PROPOSED WORK, LIGHT TEXT ANDLINES INDICATE APPROXIMATE EXISTING CONDITIONS.2.PROVIDE TEMPORARY POWER AND EQUIPMENT AS REQUIRED TO KEEPSYSTEMS OPERATIONAL.3.REFER TO ARCHITECTURAL ELEVATIONS AND ELECTRICAL DETAILDRAWINGS FOR COORDINATION OF WALL MOUNTED DEVICES ANDMOUNTING HEIGHTS.4.COORDINATE ALL DEVICE LOCATIONS WITH GC AND/OR OWNER PRIORTO ROUGH-IN.5.ALL PIPES OR OTHER UTILITIES DAMAGED DURING THE CONTRACTOR'SOPERATIONS SHALL BE THE CONTRACTOR'S RESPONSIBILITY TOREPAIR OR REPLACE AT NO COST TO THE OWNER.6.SUPPORT ALL UTILITIES AND STRUCTURES DURING CONTRUCTION ANDMAKE REPAIRS IF DAMAGED.7.THE LOCATIONS OF EXISTING UTILITIES AND EQUIPMENT AREAPPROXIMATE. DETERMINE THE EXACT LOCATION OF EXISTINGUTILITIES AND STRUCTURES BEFORE COMMENCING WORK. BE FULLYRESPONSIBLE FOR ANY AND ALL DAMAGE WHICH MIGHT BEOCCASIONED BY FAILURE TO EXACTLY LOCATE AND PRESERVE ANYAND ALL UTILITIES AND STRUCTURES.8.PREVENT DUST FROM BECOMING A NUISANCE OR HAZARD. CONTROLDUST DURING AND AFTER CONSTRUCTION.SYMBOL LISTLIGHT FIXTURE'B' DESIGNATES FIXTURE TYPE'4' DESIGNATES CIRCUIT NUMBER'R1' DESIGNATES RELAY NUMBERB4UNDERGROUND ELECTRICAL CONDUITBUILDINGCIRCUIT BREAKERCONDUITDRAWINGAMERICAN WIRE GAUGEAMPERESTYPICALPOLYVINYL CHLORIDEAWGDWGCC.B.BLDGAPVCTYPABBREVIATIONSWEATHERPROOFWPMAXIMUMMAXMINIMUMMINNOT TO SCALENTSGROUNDGHOMERUNCONNECTION TO AUTOMATIC DOORSAUTOBOOK PUSHBUTTON AND PLATE SPECIFIED BY ARCHITECTJADPEMERGENCY BATTERY UNITLIGHT POLEMOUNTING HEIGHTMHPHOTOCELLPCPHOTOCELLPCEHOMERUN TO EQUIPMENT. "L4A1" INDICATES EQUIPMENT ID, "1,3" INDICATESPANELBOARD CIRCUIT NUMBERS, (20A, 1P, UNLESS INDICATED OTHERWISE)SEE DRAWINGS FOR QUANTITY AND SIZE OF WIRE AND CONDUIT.1.WIRING IS SHOWN ON DRAWINGS ONLY FOR SPECIFIC ROUTES ORSPECIAL CONDITIONS.2.WIRING AND CONDUIT SHALL BE REQUIRED BETWEEN ALL EQUIPMENTINDICATED WITH CIRCUIT NUMBERS AND PANEL DESIGNATIONS.3.ALL SWITCH CONTROLS SHALL BE FURNISHED WITH WIRING ANDCONDUIT AS REQUIRED.4.ALTHOUGH ALL BRANCH CIRCUIT WIRING AND CONDUIT IS NOT SHOWN,IT IS THE INTENT OF THESE DOCUMENTS THAT A COMPLETE BRANCHCIRCUIT WIRING SYSTEM BE INSTALLED.5.A GREEN GROUNDING CONDUCTOR SHALL BE RUN WITH ALL CIRCUITS.VERIFY CONDUIT SIZE TO ENSURE IT CAN ACCOMMODATE ALL PHASE,NEUTRAL AND GROUND CONDUCTORS.6.ALL BRANCH CIRCUITS SHALL HAVE INDIVIDUAL NEUTRALS AND GROUNDS.BRANCH CIRCUITS SHALL NOT SHARE NEUTRALS OR GROUNDS.7.MINIMUM 2#12,#12G,34"C IF NOT INDICATED OR SCHEDULED OTHERWISE.RACEWAYS AND WIRINGBRANCH CIRCUIT WIRING NOTESL4A1-1,3ENOTES:1.GREEN GROUND CONDUCTOR NOT INDICATED BUT SHALL BE INCLUDED INEACH RACEWAY. SIZE SHALL BE #12AWG UNLESS INDICATED OTHERWISE.2.HOMERUNS TO PANELBOARDS SHALL HAVE A MAXIMUM OF THREE (3)PHASE CONDUCTORS (ONE PER PHASE), (3) NEUTRALS AND (3) GROUNDCONDUCTORS IN EACH CONDUIT.CONDUIT, CONCEALED IN CONSTRUCTION IN FINISHED AREAS,EXPOSED IN UNFINISHED AREASUNDERGROUND CONDUIT (SHADING INDICATES CONCRETE ENCASED)PM-T31PHOTO LOCATIONWALL MOUNTED LIGHTING FIXTURER1WM1RC1RECESSED LIGHTTitle:Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf 01 MAY 20202 Mead StGreenfield MA 01301413 624 9669167 Main StBrattleboro VT 05301802 451 596653 Southampton RoadWestfield, MA 01085413 562 160099 King StNorthampton, MA 01060Sacred HeartChurch142 Main Street Suite 3,P.O.Box 356Northampton, MA 01060413 727 3900E-001ELECTRICAL LEGEND& GENERAL NOTES PPPPPPPCB ZONE LINE URC 3124567SEE PART PLANTHIS SHEETE BUILDINGMOUNTEDPHOTOCELLE E E E E E EEEE PULLBOX OR LB LOCATEDAT EXTERIOR OFBUILDING (TYP. FOR 3)EXISTINGLIGHT POLE(TYP OF 5)R5R5R6R6R3R3R3R3R3R3R4R4R4R4R4R4R4R4PCEBUEBUEBUEBUA-28VIA LCPRELAY 3A-30VIA LCPRELAY 4303030303030282828282830VIA LCPRELAY 5EEEEPL-T4L-CLSMH: 16PL-T4L-CLSMH: 10WM1MH: 12BL1MH: 3WM1MH: 12BL1MH: 3BL1MH: 3BL1MH: 3BL1MH: 3BL1MH: 3PL-T4L-CLSMH: 16PL-T4L-CLSMH: 16PL-T4L-CLSMH: 16PL-T4L-CLSMH: 16PL-T4L-CLSMH: 16R4PL-T4L-CLSMH: 16PL-T4L-CLSMH: 16WM1MH: 12WM1MH: 128410DNDNJA-266PPCONNECTION TOAUTO DOOR2#14,#14G,12"CMH: 10.083VIA LCPRELAY 6R6RC1MH: 10.083R6AD9Title:Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf 01 MAY 20202 Mead StGreenfield MA 01301413 624 9669167 Main StBrattleboro VT 05301802 451 596653 Southampton RoadWestfield, MA 01085413 562 160099 King StNorthampton, MA 01060Sacred HeartChurch142 Main Street Suite 3,P.O.Box 356Northampton, MA 01060413 727 3900E-100ELECTRICAL SITELIGHTING PLANKEY NOTES:PANELBOARD A, 120/240V, 225A, 1PH, 3WPANELBOARD HC (LOCATED IN BASEMENT)EXISTING UTILITY METEREXISTING BATTERY LIGHTS TO BE REPLACED.UTILIZE EXISTING WIRING & CONDUIT TO POWERNEW BATTERY LIGHTS (TYP OF 4).EXISTING TIMECLOCK & ASSOCIATED SWITCH TO BEDEMOLISHED. UTILIZE EXISTING WIRE & CONDUITTO POWER NEW LIGHTING RELAY PANEL TO BELOCATED IN EXACT LOCATION. MODIFY & EXTENDCONDUIT & WIRE AS REQUIRED. EXISTING SITELIGHTING CIRCUITS SHALL BE INTERCEPTED ANDWIRED THROUGH NEW LIGHTING CONTROL PANEL.MODIFY AND EXTEND AS REQUIRED.CONDUIT SHALL BE ROUTED WITHINBASEMENT/CRAWL SPACE CEILING. EXACT ROUTINGSHALL BE DETERMINED IN FIELD.UTILIZE EXISTING CONDUIT AND WIRING ATEXISTING POLE BASE. INTERCEPT, EXTEND, ANDRECONNECT WIRING TO NEW FIXTURE.UTILIZE EXISTING CONDUIT AND WIRE AT EXISTINGFIXTURE LOCATION FOR NEW 'WM1' FIXTURE.EXISTING CIRCUIT SHALL BE INTERCEPTED ATPANELBOARD AND RAN THOUGH NEW LIGHTINGRELAY PANELBOARD. REFER TO ARCHITECTURALDRAWINGS FOR ADDITIONAL MOUNTING DETAILS.ELECTRICAL CONTRACTOR TO PROVIDE ADDITIONALBLOCKING AND SUPPORT AS REQUIRED.UTILIZE EXISTING CONDUIT AND WIRING SERVINGWALL SCONCES. INTERCEPT, MODIFY, AND EXTENDAS REQUIRED TO NEW RECESSED FIXTURES ANDBUILDING MOUNTED WM1. EXISTING CIRCUITSHALL BE INTERCEPTED AT PANELBOARD AND RUNTHROUGH NEW LIGHTING RELAY PANEL.CONNECT IRRIGATION SYSTEM CONTROLLER TONEXT AVAILABLE 20A, 1 POLE CIRCUIT BREAKER INPANELBOARD A LOCATED IN BASEMENT(2#12,#12G, 34"C).1230020'40'SCALE: 1" = 20'456SOUTH ENTRANCE PART PLAN1/4"=1'-0"02'4'8'SCALE: 1/4"=1'-0"ELECTRICAL SITE PLAN1"=20'-0"7PHOTO 1PHOTO 2128910 Title:Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf 01 MAY 20202 Mead StGreenfield MA 01301413 624 9669167 Main StBrattleboro VT 05301802 451 596653 Southampton RoadWestfield, MA 01085413 562 160099 King StNorthampton, MA 01060Sacred HeartChurch142 Main Street Suite 3,P.O.Box 356Northampton, MA 01060413 727 3900E-501ELECTRICAL DETAILS3/4" PVC CONDUIT(TYPICAL)TYPICAL SECTIONLIGHTING CONDUITNO SCALE30" MIN BELOW FINISHED GRADE FINISHED GRADEWARNING TAPE12" MINGRAVEL/SAND CUSHIONGRANULAR FILLUNDISTURBED EARTH6" MIN 36" MINNOTE:1.IN AREAS WHERE CONDUIT IS UNABLE TO BE 36" BELOWGRADE (AT LEDGE). CONDUIT SHALL BE CONCRETE ENCASED.FINISHED GRADEELECTRICAL CONTRACTOR SHALLPROVIDE BOLT BASE TEMPLATE TOG.C. PRIOR TO CONSTRUCTION OFCONCRETE POLE BASESGROUND LUGGROUND CONDUCTOR PER DRAWINGFIBER END BUSHINGCONCRETE BASE BY GENERALCONTRACTORFOUNDATION TO BE SIZEDBY STRUCTURAL ENGINEER48" MIN.30" MIN.3/4" PVC CONDUIT TOALL LIGHTINGBOLLARDS (TYPICAL)GALVANIZED STEELANCHORS BOLTSPROVIDED BY LIGHTFIXTURE MANUFACTURERBOLLARD BASE DETAILNO SCALEFINISHED GRADE24" DIA.6'-0"24"DIA.2'-0" (MIN)NOTES:1.ALL DIMENSIONS ARE NOMINAL.2. TOP OF FOUNDATION SHALL BE TOWELED SMOOTH AND LEVEL.3. VERIFY OPENING SIZE IN POLE BASE PLATE PRIOR TO SETTING CONDUIT SLEEVES.4. LOCATE CENTERLINE OF LIGHT POLE FOUNDATION 3' FROM THE FACE OF CURB.5.SEE PROJECT MANUAL FOR LIGHT POLE FIXTURE AND DETAILS.LIGHT POLEPOLE BASE COVERGALVANIZED STEEL "J" BOLTSWITH HARDWARE ASSUPPLIED BY LIGHT FIXTUREMANUFACTURERPVC CONDUITLIGHT POLE BASENO SCALE1" CHAMFER3" (TYP)4,000 PSI CONCRETE#3 TIES 12" O.C. (TYP)6-#6 BARS EVENLY SPACED (ASTM A615 GRADE 60)3/4" PVC CONDUITTO NEXT FIXTURE Title:Date: © Austin Design Inc.2020-05-01 Sacred Heart Church - Bid Drawings.pdf 01 MAY 20202 Mead StGreenfield MA 01301413 624 9669167 Main StBrattleboro VT 05301802 451 596653 Southampton RoadWestfield, MA 01085413 562 160099 King StNorthampton, MA 01060Sacred HeartChurch142 Main Street Suite 3,P.O.Box 356Northampton, MA 01060413 727 3900E-601ELECTRICALSCHEDULESICECUBERELAY1062139511412841173RED(SWITCH LEG)BLACK (LINE VOLTAGE)WHITE (NEUTRAL)PHOTO CELL (K4121)MOUNTED TO ROOFTYPICAL TERMINALBLOCK LOCATED INSIDEOF NEXLIGHT PANELS.CONTACT INPUTTINY CRC2301480 480 277 277 240 240 120 120 N N GND GND PC PC PC PC20A RELAYCRC7000OUTPUTOFFRED BLUE INPUTOUTPUT13572468 SIGNAL N1N210A RELAYCRC2150W/CONTROLLEROUTPUT13572468SIGNAL N1N20-10V DIMMERCRC42144-CHANNELLINELOAD (NO GREATER THAN 20AMPS)THIS SIDE PRE-WIRED FROM FACTORYLINELOAD (NO GREATER THAN 10AMPS)LOAD (NO GREATER THAN 10AMPS)LOAD (NO GREATER THAN 10AMPS)LOAD (NO GREATER THAN 10AMPS)LINELINELINE+ 0 -10 VDC DIM CONTROL WIRE- 0 -10 VDC DIM CONTROL WIRE+ 0 -10 VDC DIM CONTROL WIRE- 0 -10 VDC DIM CONTROL WIRE+ 0 -10 VDC DIM CONTROL WIRE- 0 -10 VDC DIM CONTROL WIRE+ 0 -10 VDC DIM CONTROL WIRE- 0 -10 VDC DIM CONTROL WIREDATA BUS480 480277277240240120120NNGNDGNDPCPCPCPC N1N1N2N2N1N1N2N220A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT20A RELAYCRC7000OUTPUTOFFRED BLUEINPUT RELAY 1RELAY 2RELAY 3RELAY 4RELAY 5RELAY 6RELAY 7RELAY 8N1N2 CRC218024VAC CONTROL OUTPUT21346578N1N224VAC24681357ICECUBERELAY1062139511412841173LINE SHORTFULL LOADRECEIVETRANSMITPOWERETHERNETHOSTGLOBALLOCALREADYEF2 LAYER STATUSARS 485BNETWORK LAYER STATUSN1EF2-BUSN2CRC1301INPUT24VACOUTPUT±24VAC, 500mAS P CSMART PROGRAMMABLE CONTROLLERLAC POWERN12"W - 24"H - 4"DNX-M8 (OR EQUAL)SOURCE, NEUTRALAND GROUND BYELECTRICAL CONTRACTORSEE PHOTOCELL DETAILDATA BUS TO ADDITIONAL AUXILIARY PANELS,ROOM CONTROL PANELS, AND 2-WIRE FIELD DEVICES.SEE NEXLIGHT 2-WIRE SYSTEM DETAILS.LIGHTING RELAY PANELROOM #DESCRIPTIONCCT #RELAY #LOCALSW.MASTERSW.TIMEROTHEROUTSIDEEXISTING PARKING LOTEXIST.1NOTP-1.1OUTSIDEEXISTING PARKING LOTEXIST.2NOTP-1.2OUTSIDEENTRANCE BOLLARDSA-283NOTP-1.3OUTSIDEEAST PARKING LOT LTGA-304NOTP-1.4OUTSIDEFRONT ENTRANCEEXIST.5NOTP-1.5OUSTIDESIDE ENTRANCEEXIST.6NOTP-1.67TP-1.78TP-1.8NOTE: TIMERS SHALL BE SET AND COORDINATED WITH OWNER DURINGCOMMISSIONING. EXISTING PARKING LOT LIGHTING CIRCUITS (RELAY 1 AND 2)SHALL BE INTERCEPTED AND MODIFIED AND EXTENDED THROUGH NEW LIGHTINGCONTROL PANEL. TIMERS SHALL BE SET IN ACCORDANCE TO CITY OF NORTHAMPTONLIGHTING REGULATIONS.TYPICAL WIRING DETAILNO SCALELIGHTING RELAY PANEL DETAILNO SCALESPECIFICATION:PROVIDE A COMPLETE LOW VOLTAGE LIGHTING CONTROL SYSTEM FOR THE BUILDING AS SHOWNON THE PLANS AND SPECIFIED HEREIN. ALL COMPONENTS ARE TO BE SUPPLIED BY THE SAMEMANUFACTURER. THE MANUFACTURER SHALL BE A SUPPLIER OF THIS TYPE OF EQUIPMENT FOROVER 10 YEARS. PART NUMBERS USED IN THESE NOTES ARE FOR NEXLIGHT LIGHTING CONTROLS.RELAY PANEL SHALL COME PRE-ASSEMBLED COMPLETE WITH RELAYS, TRANSFORMER &TIMECLOCK.RELAYS MOUNTED IN THE LIGHTING CONTROL PANELS SHALL BE FULL LOAD RELAYS SUITABLE FORALL TYPES OF LAMP LOADS UP TO 20 AMPERES. RELAYS SHALL BE MECHANICALLY LATCHING ANDMUST HAVE A PHYSICAL ON/OFF OVERRIDE BUILT INTO THE RELAY. USE NEXLIGHT LIGHTINGCONTROLS WR6161 RELAYS.TIME CONTROLS SHALL BE AN 8-CHANNEL ELECTRONIC 365 DAY ASTRONOMICAL TIMER FORSWITCHING NEXLIGHT 2-WIRE RELAYS. PROGRAMMING SHALL BE ACCOMPLISHED BY ENTERINGDATA ON A MEMBRANE KEY PAD WITH AN LCD GRAPHIC DISPLAY. ANY OUTPUT SHALL BE TIME,ASTRO, PHOTO-CONTROLLED OR COMBINATION PHOTO/TIME OR ASTRO/TIME CONTROLLED. THERESHALL BE AVAILABLE UP TO 500 EVENTS PER WEEK AND 32 HOLIDAY PROGRAMS. THECONTROLLERS MEMORY AND TIME ARE NOT LOST WHEN POWER FAILS. PROGRAMS ARE HELDINDEFINITELY AND TIME IS HELD FOR 24 HOURS. TIMECLOCK SHALL BE NEXLIGHT LUMENATORSERIES.THE PHOTO CONTROLLER SHALL BE CAPABLE OF SENSING FROM 1-10,000 FOOT CANDLES ANDSHALL BE ABLE TO CONTROL ANY OR ALL RELAYS IN THE SYSTEM. THE CONTROLLER SHALL BEMOUNTED IN A PRE-WIRED RELAY PANEL AND SHALL SENSE THE LIGHT LEVEL VIA AREMOTE-MOUNTED PHOTO SENSOR. USE NEXLIGHT LIGHTING CONTROLS K4121C (120V).SWITCHES SHALL HAVE INTEGRAL LED'S THAT INDICATE BOTH ON AND OFF STATES (RED=ON,GREEN=OFF). THE SWITCH SHALL HAVE A PLASTIC CAP TO PERMIT HOLDING A PAPERIDENTIFICATION LABEL. REFER TO THE LIGHTING PLANS FOR SWITCH LOCATIONS. USE NEXLIGHTWRT-5551 SWITCH.UTILIZE CIRCUIT A-12(2#12,#12G,34"C)2#12,#12G,34"C