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Home My WebLink AboutConstruction plans 8.27.2026SITE PLAN Scale: 1" = 10'-0"1 RE-USE EXISTING RAMP EXI S TI NG DRI VEWAYR O U T E 6A (M A IN ST R EET )0 10 30 50 FT RECONSTRUCTED FRONT STAIR REMOVE EXISTING STAIR (DASHED), FRAMING, FOOTINGS A-1.0 S-101 A-0.0 ACCESS DESIGN FOR: THACHER HALL MARK DATE REVISIONS 1035 Cambridge Street Cambridge MA 02141 617 661 9082 PO Box 1520 Nantucket MA 02554 www.design-associates.com Print Date: A R C H I T E C T U R E P L A N N I N G H I S T O R I C P R E S E R V A T I O N D E S I G N A S S O C I A T E S I N C 266 Main Street Yarmouth Port, MA 02675 SITE PLAN A 8/10/2026 FOR PERMIT CONSTRUCTION B 8/27/2026 REVISED FOR PRICING AND OKH REVIEW DRAWING LIST A-0.0 A-1.0 S-100 S-101 SITE PLAN STAIR PLANS, DETAILS, SECTIONS STRUCTURAL GENERAL NOTES STRUCTURAL PLAN AND ELEVATION x <$50287+3257 0DLQ6WUHHW 0DLQ6WUHHW6WUDZEHUU\ /DQH 0DLQ6WUHHW 0DLQ6WUHHW5RXWH$5RXWH$7+$&+(56+25(5' $&+85&+67& 5287($ 5287($ 5287($ 5287($ 5287($ 5287($ $UF*,6:HE0DS -DPHV:6HZDOO&RPSDQ\ )<3DUFHOV7D[)HH 5RDG/DEHOV <DUPRXWK9LOODJHV <$50287+3257 $0 PL NP ,03257$177KLVLV127DOHJDOO\HQIRUFHDEOHUHSUHVHQWDWLRQRISURSHUW\ERXQGDULHV 266 ROUTE 6A, YARMOUTH, MA LOCUS MAP NOTES GENERAL NOTES 1. All work shall conform to the 10th edition of the Massachusetts State + 2021 International Building Code, the National Electr ic Code, and all other applicable codes. 2. The contractor shall verify all dimensions in the field. 3. If any work shown is unclear or ambiguous, contact the architect before proceeding with that aspect of the work. 4. Work included is all work on the drawings and in the specifications. 5. Work not included is noted “n.i.c.”, “not in contract”. 6. Contractor is responsible for securing all permits and approvals required for construction. 7. All dimensions are to rough framing unless noted otherwise. 8. Each subcontractor shall be responsible for coordinating with the work of other subcontractors. 9. Do not scale drawings. 10. The drawings have been compiled from the best available information and are not intended to limit the scope of the work. 11. It is the intention of these drawings and specifications to provide for the completion of the project in all respects. 12. Structural notations refer to the structure above FINISH CARPENTRY 1. Exterior work to include: a. All finish carpentry work associated with construction of the new stairs and integrating them into existing architecture. b. Wood material will be Acetylated wood (high-performance modified timber treated with acetic anhydride under heat and pressure) where indicated below or on the drawings, or Honduran mahogany, Spanish cedar, or other architect-approved, rot-resistant wood. i. Acetylated wood will be used for: 1. All stair treads 2. Landing floorboards 3. All trim within 8 inches of grade 4. All trim in contact with masonry 2. All work must conform to “custom grade’ architectural woodwork quality standard. 3. Finish to match adjacent existing pieces for final finished appearance. 4. Pre-priming: a. All exterior moldings, trim, and boarding to be back primed. b. All cuts to be primed prior to attachment. c. 5. Fasteners a. All finish trim to be nailed to blocking with stainless steel finish nails or trimhead stainless steel finish screws. b. Acetylated wood is mildly acidic. Only stainless-steel fasteners are allowed. c. All fastener holes will be filled prior to painting. EXTERIOR PAINTING and STAINING 1. Summary: 2. Paint or stain all new wood required by the work. a. All wood surfaces of the stair will be painted to match the meetinghouse except: stair treads, stair risers and the landing floorboards. b. Stain the stair treads, stair risers, and the landing floorboards. 3. Painting and staining products: First-line commercial-quality products for all coating systems. Provide undercoat paint produced by the same manufacturer as the finish coats. Use only thinners approved by the paint manufacturer, and use only to recommended limits. Provide Sherwin-Williams or equivalent coatings. Owner to provide colors for trim and siding. a. Exterior wood to be painted: eggshell sheen, latex finish: 1 coat exterior latex-based primer, 2 coats exterior. b. Exterior wood to be stained: transparent, low luster, water-based acrylic stain. 4. Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the vario us coatings. Remove oil and grease prior to cleaning. 5. Clean wood surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. S and surfaces exposed to view smoothly and dust off. 6. For wood to be painted, scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommen ded knot sealer before applying primer. After priming, fill holes and imperfections in finish surfaces with putty or plastic wood filler. Sand smooth when dry. 7. Prime, stain, or seal wood to be painted immediately upon delivery. Prime edges, ends, faces, undersides, and backsides of w ood. 8. Clean and scrape previously painted ferrous metals. Remove oil, grease, dirt, rust, loose paint and mill scale, and other foreign substances to bare metal. 9. Apply additional coats if undercoats, stains, or other conditions show through the final coat of paint until the paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, welds, and exposed fasteners, receive a dry fi lm thickness equivalent to that of flat surfaces. 10. On completion of construction activities of other trades, touch up and restore damaged or defaced painted surfaces. A-1.0 ACCESS DESIGN FOR: THACHER HALL MARK DATE REVISIONS 1035 Cambridge Street Cambridge MA 02141 617 661 9082 PO Box 1520 Nantucket MA 02554 www.design-associates.com Print Date: A R C H I T E C T U R E P L A N N I N G H I S T O R I C P R E S E R V A T I O N D E S I G N A S S O C I A T E S I N C 266 Main Street Yarmouth Port, MA 02675 FRONT STAIRS PLANS, DETAILS, ELEVATIONS, SECTIONS A 8/10/2026 FOR PERMIT CONSTRUCTION B 8/27/2026 REVISED FOR PRICING AND OKH REVIEW SECTION E -- FRONT STAIRS Scale: 1/2" = 1'-0"4 4'-3"8'-5"11 1/2" RUN 638" +/-RISEA-A B-B C-C AAB HANDRAIL 8AAB THRESHOLD FITTED TO EXISTING DOOR SEE S-101 FOR FRAMING AND FOOTINGS. PARTIAL SOUTH ELEVATION Scale: 1/2" = 1'-0"1 6" CLR. 8'-614" CONFIRM BEFORE CONSTRUCTION 6'-1" CLEAR 6" CLR.CENTER TO CENTER OF ENTRY HOOD BRACKETS - 38.82' VESTIBULE FLOOR - 34.51' GRADE - 38.80' LANDING EXISTING BRACKET AT HOODCL PARTIAL WEST ELEVATION Scale: 1/2" = 1'-0"3 7 VERTICAL 1x6 V-GROOVE BOARDS PAINTED, ACETYLIZED WOOD 111 2"1'-0" BEVELED TRIM WRAPS EDGE OF TREADS & RETURNS ON ITSELF UNDER THE TREAD SCRIBE TRIM TO STONE EQUAL TO ONE TREAD DEPTH D-D RAD: 3" MAIN FLOOR PLAN: FRONT STAIRS Scale: 1/2" = 1'-0"5 DN 7T @ 11 1/2" 8R @ 6.33" (+/-) 1 A-3.1 AAB THRESHOLD AT EXISTING DOORWAY 8'-614" DECORATIVE HANDRAIL AAB HANDRAIL REMOVE SLAB 3' FROM FINISHED NOSING. INSTALL CONCRETE TRANSITION FROM EXISTING WALKWAY TO NEW STAIRS. NEW P.T. 4x4 POSTS EXTEND LANDING TO 7'-6"7'-6"LANDINGGRADE 34.51' VESTIBULE FLOOR 38.82' LANDING 38.8'3% SLOPE DOWN TO EXISTING SIDEWALKIVES FS446/FS450 - BRIGHT BRASS EACH SIDE, USE EXTRA LONG BRIGHT BRASS WOOD SCREWS TO ANCHOR STOP AND HOOK EYE6'-812"7'-178"3'-0"PARTIAL EAST ELEVATION Scale: 1/2" = 1'-0"2 7 BALUSTERS, EQUAL SPACING 7 BALUSTERS, EQUAL SPACING EQ 2 EQ 2 EQ 1 EQ 1 SCRIBE NOSING AND RISER AND POST WRAP TO FIT TIGHT, DO NOT NOTCH POST, SAME OPOSITE 23 8" ROUGH TO POST CENTER SECTION DETAILS THROUGH GUARDRAIL Scale: 1" = 1'-0"6 A-A 212"212"3'-6"27 8"134"112"4"2" DIAMETER GUARDRAIL CAP 312" HANDRAIL (ANCHORED AT POSTS) OPEN QUATREFOIL 3'-0" TO CENTER OF HANDRAILB-B 3/8" TK BALUSTER NAILING STRIP TOP AND BOTTOM 4x4 WOOD POST WRAPPED IN 5/8" MATERIAL 1.5X1.5 BALUSTERS ROTATED 45 DEGREES 2X4 WOOD GUARDRAIL CAP, BEVELED ON TOP TO SHED WATER 2X4 WOOD GUARDRAIL BOTTOM RAIL, BEVELED ON TOP TO SHED WATER 58"312"58" 58" 214" 58"214"+/-THIS POST DIMENSION ABOVE GUARD RAIL CAP IS DETERMINED BY LAYOUT OF CAP AT STEPS, 2.25" IS THE PREFERRED MINIMUM C-C 51 2"112"43 4"5/8" WRAP 4x4 P.T. POST LEAVE 1/4" GAP AT BOTTOM OF WRAP TO AVOID ROTTING 6" 3/8"3/8" 278" 634"134"2"14"1"CAP MADE FROM 6X5/4 WOOD GUARDRAIL ELEVATION DETAIL Scale: 1" = 1'-0"73'-6"3/8" BALUSTER NAILER 4x4 WOOD POST WRAPPED IN 5/8" MATERIAL 60O BEVEL, PER AAB REQUIREMENTS 1.5X1.5 BALUSTERS ROTATED 45 DEGREES 2X4 WOOD GUARDRAIL CAP, BEVELED ON TOP TO SHED WATER112"38"2'-10 1/4"38"112"4"2X4 WOOD GUARDRAIL BOTTOM RAIL, BEVELED ON TOP TO SHED WATER NOSING DETAIL Scale: Half Actual Size8 6 0 °1"134"1" BEVEL ANGLE PER AAB REQUIREMENTS 5/4x6 ACETYLIZED WOOD TREADS, UNPAINTED 1x8 TRIMMED ACETYLIZED WOOD RISERS, UNPAINTED RAD: 14" SECTION D-D Scale: 1" = 1'-0"10 4'-3"+/-5/4x8 ACETYLIZED WOOD BOARD 714"2'-1112"714"4x4 POST BEYOND P.T. BLOCKING & NAILER P.T. BLOCKING & NAILER 2x10 FRAMING @ LANDING 3/4" x 3/4" 45-DEGREE BEVEL 5/4x8 ACETYLIZED WOOD BOARD VERTICAL 1x6 V-GROOVE BOARDS PAINTED, ACETYLIZED WOOD NOTE: ATTACHED SPECS ARE BASIS FOR DESIGN FOR HANDRAIL ATTACHMENT BRACKETS