wyman hall renovation - maine€¦ · i-ms3 wood, ptd cmu 18-35-22 1 cn6-a floor tag keynote wall...

CLIENT:MAINE MARITIME ACADEMYPLEASANT STREETCASTINE ME 04420CONTACT: ADAM POTTER207-326-2223

ARCHITECT:SEALANDER ARCHITECTS79 MAIN STREETSUITE CELLSWORTH ME 04605CONTACT: MIKE SEALANDER, AIA207-266-5822

STRUCTURAL ENGINEER:BECKER STRUCTURAL ENGINEERS75 YORK STREETPORTLAND ME 04101CONTACT: CHARLOTTE BOUVIER, PE207-879-1838

WYMAN HALLMAINE MARITIME ACADEMYCASTINE, MAINE

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COVER SHEET

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12" = 1'-0"

PROJECT TEAM

SET SHEETS- ARCHITECTURALNUMBER NAME DATE

A-020 ASSEMBLIESA-040 AXONOMETRICSA-100 DEMOLITION PLANSA-101 DEMO/NEW OVERLAYA-150 DEMOLITION ELEVATIONSA-200 KEY PLANSA-210 BACK STAIR PLANSA-220 INTERIOR STAIR PLANSA-230 FRONT ENTRANCE AND ROOM 111A-300 REFLECTED CEILING PLANSA-400 ELEVATIONSA-500 BACK STAIR SECTIONSA-501 BACK STAIR SECTIONSA-502 EXTERIOR STAIR SECTIONSA-503 INTERIOR STAIR SECTIONSA-504 INTERIOR STAIR SECTIONSA-505 INTERIOR STAIR SECTIONSA-506 EXTERIOR RAMP SECTIONSA-507 INTERIOR ELEVATIONSA-660 STAIRS & RAILINGSA-700 DETAILSA-701 DETAILSA-800 DOORS & WINDOWS

SET SHEETS- GENERALNUMBER NAME DATE

G-001 COVER SHEETG-010 GENERAL NOTESG-020 CODE ANALYSISG-030 BID DOCUMENTSG-031 SPECIFICATIONSG-040 EXISTING PLANS

SET SHEETS- STRUCTURALNUMBER NAME DATE

S-1.0 GENERAL NOTESS-1.1 EXTERIOR STAIR FRAMINGS-1.2 EXTERIOR RAMP FRAMINGS-1.3 INTERIOR STAIR FRAMINGS-2.1 TYPICAL CONCRETE DETAILSS-3.1 TYPICAL STEEL DETAILS

1WYMAN HALL

12" = 1'-0"2PROJECT LOCATION

ABBREVIATION MEANING(E) EXISTING(N) NEW(P) PROTECT(R) REMOVE(S) SALVAGEACX PLYWOOD GRADE ACXADJ ADJUSTABLEAFF ABOVE FINISH FLOORAHU AIR HANDLING UNITB.O... BOTTOM OFBLDG BUILDINGBS* BACKING SYSTEM, SEE DETAILS.C.L CENTERLINECDX PLYWOOD GRADE CDXCLG CEILINGCLO CLOSETCLR CLEARCMP COMPOSITE METAL PANELCMU CONCRETE MASONRY UNITCONC CONCRETECONT CONTINUOUSCP* CARPETCPT* CARPET TILECT* CERAMIC TILECTR CENTERCTSK COUNTERSINKDATA DATA OUTLETDBL DOUBLEDIST DISTANCEDUP DUPLEX CONVENIENCE OUTLETEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEP* EXTERIOR PAINTEPDM ETHYLENE PROPYLENE DIENE MONOMEREQ EQUALERU ENERGY RECOVERY UNITF.O... FACE OFFA FIRE ALARMFD FLOOR DRAINFDN FOUNDATIONFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIN FINISHFLR FLOORFSW FLOWING SEA WATERFTG FOOTINGFTR FIN TUB RADIATORFU FURNACE UNITGA GAUGEGALV GALAVANIZEDGB* GRAB BARGFI GROUND FAULT INTERRUPTGSM GALVANIZED SHEET METALGWB GYPSUM WALL BOARDHB HOSE BIBBHDWD HARDWOODHM HOLLOW METALHR HOURHR HOURIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERIF(O) INSIDE FACE (OF)IP* INTERIOR PAINTJAN. JANITORJBOX JUNCTION BOXJT JOINTLVL LAMINATED VENEER LUMBERM/E/P MECHANICAL/ELECTRICAL/PLUMBINGMAX MAXIMUMMB* MARKER BOARDMDF MEDIUM DENSITY FIBERBOARDMIN MINIMUMMIN MINUTEMJ MOVEMENT JOINTMTD MOUNTEDNFPA NATIONAL FIRE PROTECTION ASSOCIATIONOA OVERALLOC ON CENTEROD OUTSIDE DIAMETEROF(O) OUTSIDE FACE (OF)OFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFOI OWNER FURNISHED OWNER INSTALLEDOH OPPOSITE HANDPEN PENETRATIONPERP PERPENDICULARPL* PLASTIC LAMINATEPLY PLYWOODPM POWER MONUMENTPMD PLUG MOLDPS* PROJECTION SCREENPSL PARALLEL STRAND LUMBERQCO QUAD CONVENIENCE OUTLETR.O ROUGH OPENINGRB RUBBER BASERD ROOF DRAINRF* RESINOUS FLOORRFT* RESILIENT FLOOR TILERJ* REVEAL JOINTRS* RESILIENT SHEETRS* ROOM SIGNRWL RAIN WATER LEADERSC-* SUSPENDED CEILINGSD SHOWER DRAINSIM SIMILARSPLIT SPLIT DATA/PHONE JACKST STL STAINLESS STEELT.O... TOP OFTB* TACK BOARDTEL TELEPHONETGM* TEMPERED GLASS MIRRORTPO THERMOPLASTIC POLYOLEFINTT TERRAZZO TILETYP TYPICALUON UNLESS OTHERWISE NOTEDUV UNIT VENTILATORWF* WOOD FLOORINGWO WHERE OCCURSWRC WESTERN RED CEDARWS* WORK SURFACEWT* WINDOW TREATMENT

1. SEE ADDITIONAL ABBREVIATIONS ON ELECTRICAL, STRUCTURAL AND MECHANICAL DRAWINGS2. ABBREVIATIONS ENDING IN * INDICATE SCHEDULED ITEMS, SUCH AS INTERIOR PAINT (IP1, IP2...)3. SEE CASEWORK TYPES FOR CASEWORK NOMENCLATURE4. SEE WALL TYPES FOR WALL NOMENCLATURE

EXISTING TO REMAIN.

EXISTING TO REMOVE.

NEW WALLS

EXISTING WALLS

3X0

2/X0

1X0

BUILDING SECTION

WALL SECTION

ELEVATION

CONTINUOUS FRAMING.

DISCONTINUOUS FRAMING/BLOCKING.

EARTH OR NATIVE FILL.

POROUS FILL.

WOOD

SAND OR GYPSUM

CONCRETE

PLYWOOD

MASONRY

GLASS OR PLASTIC

FERROUS METAL

NON-FERROUS METAL

RIGID INSULATION

LOOSE OR BATT INSULATION

60-MINUTE (DASH, 7)

90-MINUTE (DASH DOT, 7

120-MINUTE (DASH DOT DOT, 7)

MEASURED DISTANCE (DOT 1/16", 3

EXTENT OF WORK (DASH DOT DOT 1/8"

CENTERLINE (CENTER LINE)

CLEAR SPACE (DOT, 4)

AIR BARRIER (ALIGNING LINE, 4)

TYPE MARK.

I-MS3 WOOD, PTD

CMU

18-35-22

1

CN6-A FLOOR TAG

KEYNOTE

MATERIAL TAGWALL TAG

NOTE TAG

IN6 ROOF TAG

CEILING TAGSC1

4' - 1 3/8"

3' - 6" CLR

CENTERLINES USE DOT.

FACES USE DIAGONAL.

CLEAR DIMENSION.

DIMENSIONS ARE TO FACE OF WALL FINISH UNLESS NOTED.

12" = 1'-0"1ABBREVIATIONS

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GENERALNOTES

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1/4" = 1'-0"2DEMOLITION WALL GRAPHICS

1/4" = 1'-0"3NEW CONSTRUCTION WALL GRAPHICS

1/4" = 1'-0"4VIEW TYPES

1 1/2" = 1'-0"5MATERIAL GRAPHICS

1/2" = 1'-0"6SPECIAL LINE STYLES

1/2" = 1'-0"7LEADER TYPES

1/4" = 1'-0"8DIMENSION NOTES

PROJECT MATERIALS

Material: Description Keynote

#2 SPF(E) GWB(E) PLY(E) WOOD STUDSAIR BARRIERALUM CLAD WOODCHERRYCLAD WOODCOMPOSITE DECKINGCONCRETEDECKINGEPDMFIB GRATEGLASSGWBINT. CASING, PTD.KOHLER WHITEMDF, PTDMTL. PNL.Pinus EchinataPLAM-2PLYPLYWOODPolyester Powder Coat Finish Division 26POLYISOPROT. BD.PTSPPVCRUBBER SHEETSHT MTL, PTD.STEELStructural steel, ASTM A36 Grade B, mill finishUNDERLAYWD. LAP SIDINGWOODWOOD, PTD

SPECIFIED COMPONENTS LEGEND

Key Value Keynote Text

03 22 00.A1 WWF03 31 00.B2 CONCRETE04 20 00.C1 CMU05 12 00.A0 ANGLE 2X2X.12505 12 00.B0 C SHAPE05 12 00.L0 TUBE SHAPE05 12 00.M0 W SHAPE05 40 00.G2 CHANNEL CLIP05 52 13.A1 PIPE RAIL05 52 13.A2 PIPE RAIL BRACKET05 52 13.B1 PIPE GROUT CORE05 53 00.A2 FIB. GRATE05 53 00.A3 EMBED. ANGLE05 55 00.A3 METAL STRINGER06 05 23.B2 1/4-IN BOLT06 05 23.F2 SIMPSON HANGER06 05 23.H2 LAG SCREW06 10 00.A1 DIM. LUM.06 10 00.A3 WD. FURRING06 16 00.B3 ACX PLY .75006 16 00.D1 GYP. SHEATHING .50006 16 00.F4 DECKING06 16 00.H2 PLY, 1/2"06 16 00.H4 PLY, 3/4"06 44 00.A1 COLUMN06 44 00.A2 PILASTER06 46 00.E2 WD. FLAT TRIM07 21 00.D3 POLYISO INSUL.07 31 00.A1 ASPHALT SHINGLES07 46 00.A6 EXT SOFFIT07 46 00.A8 EXT 5/4 TRIM07 46 00.B1 LAP SIDING07 46 00.B3 VINYL TRIM07 53 00.A1 EPDM07 53 00.A2 LAP FLASHING07 62 00.A6 FLASHING07 62 00.B2 ROOF FLASHING07 62 00.B3 WALL FLASHING07 62 00.C3 GUTTER07 62 00.D2 RWL07 92 00.A1 SEALANT08 14 00.C1 CLAD DOOR08 15 00.A1 FRP DOOR08 71 00.A1 THRESHOLD08 71 00.B1 WEATHERSTRIP08 71 00.C2 DOOR STOP09 29 00.D1 5/8" GWB09 64 00.A1 WOOD FLOORING09 65 00.B2 STAIR TREAD23 82 00.A5 RADIATOR31 23 00.B1 SAND

12" = 1'-0"9ASSEMBLY NAMING

UP

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FLOOR 3 STAIR EXITS DIRECTLY TO EXTERIOR.

3-83-9

ENCLOSED STAIR SERVES FLOOR 3

OPEN EXTERIOR STAIR SERVES FLOOR 2

3-4

3-5

3-6

3-7

3-1

3-2

3-3

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CODE ANALYSIS

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1/8" = 1'-0"A-5001FLOOR 1 LIFE SAFETY



EGRESS PATHSFamily and Type SEGMENT DISTANCE

Path of Travel: 01 Start 3-1 17' - 5 25/32"Path of Travel: 02 Middle 3-2 21' - 1 1/16"Path of Travel: 02 Middle 3-3 13' - 0"Path of Travel: 02 Middle 3-4 2' - 11"Path of Travel: 02 Middle 3-5 9' - 6"Path of Travel: 02 Middle 3-6 13' - 9 1/4"Path of Travel: 02 Middle 3-7 3' - 6 13/32"Path of Travel: 02 Middle 3-8 10' - 0"Path of Travel: 03 End 3-9 2' - 6"Grand total: 9 93' - 9 15/32"

PROVIDES AN ENCLOSED STAIR SERVING FLOOR 3, AND AN OPEN EXTERIOR STAIR SERVING FLOOR 2. MEETS 38.2.4.4: ANY BUSINESS OCCUPANCY THREE OR FEWER STORIES IN HEIGHT, AND NOT EXCEEDING AN OCCUPANT LOAD OF 30 PEOPLE PER FLOOR, SHALL BE PERMITTED A SINGLE SEPARATE EXIT TO EACH FLOOR, PROVIDED THAT THE FOLLOWING CRITERIA ARE MET: (1) THIS ARRANGEMENT SHALL BE PERMITTED ONLY WHERE THE TOTAL TRAVEL DISTANCE TO THE OUTSIDE OF THE BUILDING DOES NOT EXCEED 100 FT AND WHERE THE EXIT IS ENCLOSED IN ACCORDANCE WITH 7.1.3.2, SERVES AS AN EXIT FROM NO OTHER LEVELS, AND DISCHARGES DIRECTLY TO THE OUTSIDE. (2) A SINGLE OUTSIDE STAIR IN ACCORDANCE WITH 7.2.2 SHALL BE PERMITTED TO SERVE ALL FLOORS.

OCCUPANT LOAD

Level Number Name AreaFEET PERPERSON

OCCUPANTLOAD

BASEMENT 001 LAUNDRY 192 SF 100 1.9BASEMENT 002 BOILER 260 SF 300 0.9BASEMENT 003 TOILET 44 SF 0BASEMENT 004 CONFERENCE 382 SF 100 3.8BASEMENT 005 STORAGE 180 SF 300 0.6BASEMENT 006 STORAGE 54 SF 300 0.2BASEMENT 007 HALL 351 SF 0BASEMENT 008 OIL TANK 130 SF 300 0.4BASEMENT 009 CLOSET 26 SF 300 0.1BASEMENT 010 CRAWLSPACE 159 SF 0BASEMENT: 10 1778 SF 7.9FLOOR 1 101 KITCHEN 338 SF 200 1.7FLOOR 1 102 CONFERENCE 316 SF 100 3.2FLOOR 1 104 LOUNGE 432 SF 100 4.3FLOOR 1 105 PORCH 294 SF 100 2.9FLOOR 1 106 MEDIA 198 SF 100 2.0FLOOR 1 107 FOYER 298 SF 0FLOOR 1 108 HALL 73 SF 0FLOOR 1 110 MUDROOM 94 SF 0FLOOR 1 111 TOILET 50 SF 0FLOOR 1 112 STAIR 53 SF 0FLOOR 1 114 STAIR 30 SF 0FLOOR 1: 11 2177 SF 14.1FLOOR 2 203 OFFICE 311 SF 100 3.1FLOOR 2 206 OFFICE 309 SF 100 3.1FLOOR 2 207 OFFICE 223 SF 100 2.2FLOOR 2 208 CL 23 SF 300 0.1FLOOR 2 209 CL 10 SF 300 0.0FLOOR 2 210 HALLWAY 341 SF 0FLOOR 2 217 STAIR 141 SF 0FLOOR 2 218 OFFICE 221 SF 0FLOOR 2 219 BATHROOM 46 SF 100 0.5FLOOR 2 220 CORRIDOR 86 SF 0FLOOR 2 221 CL 9 SF 300 0.0FLOOR 2 222 CL 30 SF 300 0.1FLOOR 2: 12 1750 SF 9.1FLOOR 3 301 STOR 81 SF 300 0.3FLOOR 3 302 BATH 76 SF 0FLOOR 3 304 OFFICE 239 SF 100 2.4FLOOR 3 305 CL 13 SF 300 0.0FLOOR 3 306 CL 95 SF 300 0.3FLOOR 3 307 CL 13 SF 300 0.0FLOOR 3 308 OFFICE 188 SF 100 1.9FLOOR 3 309 OFFICE 226 SF 100 2.3FLOOR 3 310 OFFICE 163 SF 100 1.6FLOOR 3 311 CL 43 SF 300 0.1FLOOR 3 312 HALLWAY 144 SF 0FLOOR 3 313 STAIR 96 SF 0FLOOR 3: 12 1377 SF 9.0Grand total: 45 7081 SF 40.1

01 10 00 SUMMARYProject Identification: WYMAN HALL RENOVATIONProject Location: PLEASANT STREET, CASTINEOwner: MAINE MARITIME ACADEMYArchitect: Sealander Architects. Mike Sealander, AIA 207.266.5822 [email protected] Covered by Contract Documents: The Work of Project is defined by the Contract Documents and consists of the following: Life safety and accessibility renovations. New front steps and ramp. New interior stair serving third floor with dedicated exit. New exterior stair serving second floor. Interior reconfiguration. Lighting. Radiator relocation. Patching and repairing.Type of Contract: Project will be constructed under a single prime contract.Project Phasing: Phase 1 shall occur over winter break, December 1, 2017 to January 30, 2018. Phase 1 work includes demolition and construction to build the interior stair and the associated exterior landing and stair. Phase 2 shall occur from May 15 to August 1, 2018, and includes the balance of the Work.Access to Site: Contractor shall have limited use of Project site for construction operations as indicated on Drawings by the Contract limits and as indicated by requirements of this Section. Limit use of Project site to work in areas indicated. Do not disturb portions of Project site beyond areas in which Work in indicated. Keep driveways and entrances serving premises clean and available to Owner, Owner’s employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries to minimize use of driveways and entrances by construction operations. Maintain portions of existing building affected by construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.Coordination with Occupants: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner’s day-to-day operations. Maintain existing exits unless otherwise indicated. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction. Notify Owner not less than 72 hours in advance of activities that will affect Owner’s operations. Owner reserves the right to occupy and to place and install equipment in completed portions of the Work, prior to Substantial Completion of the Work, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and limited occupancy shall not constitute acceptance of the Work.Work Restrictions: Comply with limitations on the use of public streets and with other requirements of authorities having jurisdiction. Do not interrupt utilities serving facilities occupied by Owner or others. Coordinate operations that may result in high levels of noise and vibration, odors, or other disruption to Owner and occupancy with Owner. Use of tobacco products, marijuana products, and other controlled substances on Project site is not permitted.

01 29 00 PAYMENT PROCEDURESApplications for Payment should be submitted monthly to Architect by PDF. Submit waivers of mechanic’s liens.

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATIONCoordinate Contractor’s construction schedule with the schedule of values, submittal schedule, progress reports, payment requests, and other required schedules and reports. Extend schedule from date established for commencement of the Work to date of final completion. Update schedule to reflect actual construction progress and activities. Issue schedule three days before each regularly scheduled progress meeting.Submit digital photographs (JPG format) of the Work in progress to Architect. Include photographs of wall cavities with services immediately prior to close-up.

01 33 00 SUBMITTAL PROCEDURESSubmit a schedule of submittals arranged in chronological order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include additional time required for making corrections or revisions to submittals noted by Architect and additional time for handling and reviewing submittals required by those corrections. Coordinate preparation and processing of submittals with performance of construction activities. Architect reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

Allow time for submittal review, including time for resubmittals, as follows: Time for review shall commence on Architect’s receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

Initial Review: Allow seven days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required. Architect will advise Contractor when a submittal being processed must be delayed for coordination.

Resubmittal Review: Allow seven days for each resubmittal.

Place a permanent label or title block on each physical submittal item for identification. Include name of firm or entity. Provide a space to record Contractor’s review and approval markings and action taken by Architect.

Identify options requiring selection by Architect or Owner.

Identify deviations from the Contract Documents on submittals.

Prepare shop drawings accurately to scale. Submit pdf or acceptable electronic format.

Submit product samples for review. Submit manufacturer’s color charts showing the full range of colors, textures, and patterns available. Submit one full set of available choices. Architect will return submittal with options selected.

01 50 00 TEMPORARY FACILITIES AND CONTROLSInstallation and removal of and use charges for temporary facilities shall be included in the Contract Sum unless otherwise indicated. Allow other entities to use temporary services and facilities without cost, including but not limited to, Architect, occupants of Project, testing agencies, and authorities having jurisdiction.Water from Owner’s existing water system is available for use without metering and without payment for use charges. Provide connections and extensions of services as required for construction operations.Electric power from Owner’s existing system is available for use without metering and without payment of use charges. Provide connections and extensions of services as required for construction operations.

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSALExcept for items or materials to be salvaged, recycled, or otherwise reused, remove waste materials from Project site and legally dispose of them in a landfill or incinerator acceptable to authorities having jurisdiction.

01 77 00 CLOSEOUT PROCEDURESSubstantial Completion Procedures: Prepare and submit a list of items to be completed and corrected. Obtain and submit releases from authorities having jurisdiction permitting Owner unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating certificates, and similar releases.Perform final cleaning. Provide broom clean finish. Remove all construction tools, materials, and equipment.Submit Operations and maintenance manual in PDF file to Architect for review. Correct or revise manual to comply with Architect’s comments. Submit corrected manual prior to commencing demonstration and training.

024119 SELECTIVE DEMOLITIONDemolish and remove existing construction only to the extent required by new construction and as indicated. Use methods required to complete the Work within limitations of governing regulations and as follows:

Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain.

Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces.

Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain portable fire-suppression devices during flame-cutting operations.

Locate selective demolition equipment and remove debris and materials so as not to impose excessive loads on supporting walls, floors, or framing.

Legally dispose of demolished items and materials promptly.

See Sheet S1.0 for structural steel requirements.

05 73 00 METAL RAILINGSSubmit shop drawings, product list.All handrails: stainless steel.Guardrail balusters, shapes and fabric at back stair: painted steel.Guardrail balusters, shapes and fabric in front: stainless steel.Welded Wire Fabric: McNichols 3” square opening 304 Stainless Steel Welded Wire Fabric, .120” wire diameter.Exterior Handrail Brackets: Julius Blum & Co., Inc. Cast 1026 Concealed Mount. Finish: Stainless Steel.

See Sheet S1.0 for structural carpentry requirements.

06 20 13 EXTERIOR FINISH CARPENTRY

Lap siding: Wood clapboards to match existing.

Pine, 4-inch exposure. Factory primed. Prime cut edges. Finish painted to match existing.

Casing: Azek Trim to Mill (ATM) to match existing.

Exterior PVC ceilings: Azek beadboard 1/2-inch by 6-inch.

Wood Decking: Salvage or match existing (at rear existing deck).

Composite Decking: Azek TimberTech Legacy Decking, square shoulders. Color: Ashwood. At new decks.

Molded Fiberglass Grating: American Grating Molded Fiberglass Grating Gridwalk open mesh FRP Grating, 1-1/2”Square Mesh, 1-1/2” deep, molded grating, gray to match plastic lumber decking.

Exterior front entrance columns: Column & Post Plumb Perfect Round Smooth columns to match existing.

Exterior Cellular PVC Trim: Royal S4S Trimboard.

Guardrail cap rail: Western Red Cedar.

06 20 23 INTERIOR FINISH CARPENTRY

Lumber Trim for painted finish: Poplar, No. 1 Grade, free of knots. Concealed joints.

Hand Rail for painted finish: 1-3/4-inch diameter, clear, kiln-dried poplar.

Hand Rail Bracket: Julius Blum & Co, Inc. Cast 1026 Concealed Mount. Finish: Stainless Steel.

07 21 00 THERMAL INSULATIONMineral Wool Batt Insulation Sound Attenuation Blankets: ROXUL Comfortbatt R15 and R30.

07 25 00 WEATHER BARRIERSAir Barrier: DuPont Tyvek Commercial Wrap D.

07 53 23 ETHYLENE-PROPYLENE-DIENE-MONOMER ROOFINGASTM D 4637, Type I, non-reinforced, uniform, flexible EPDM sheet. Firestone Building Products or approved equal. Thickness: 60 mils, nominal. Manufacturer’s 25-year warranty.

Sheet Flashing: 90-min-thick EPDM, partially cured or cured, according to application.

Bonding Adhesive: Manufacturer’s standard.

Seaming Material: manufacturer’s standard, synthetic-rubber polymer primer and 6” wide minimum, butyl splice tape with release film.

Lap Sealant: Manufacturer’s standard, single-component sealant, colored to match membrane roofing.

Water Cutoff Mastic: Manufacturer’s standard butyl mastic sealant.

Metal Termination Bars: Manufacturer’s standard, predrilled stainless-steel or aluminum bars, approximately 1 by 1/8 inch thick; with anchors.

Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening membrane to substrate, and acceptable to roofing system manufacturer.

Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, reinforced EPDM securement strips, T-joint covers, in-seam sealants, termination reglets, cover strips, and other accessories.

Roof Edge Flashing, Gutters and Downspouts: Hot-dipped galvanized sheet steel fabricated to details on the drawings.

Roof Insulation: Preformed roof insulation boards manufactured or approved by EPDM membrane roofing manufacturer, selected from manufacturer’s standard sizes suitable for application, and that produce FM Approvals-approved roof insulation.

Polyisocyanurate Board Insulation: ASTM C 1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces. Thickness: Two layers of 3 inch thick insulation, providing a total in place thickness of 6 inches, unless indicated otherwise.

Provided preformed saddles, crickets, tapered edge strips, and other insulation shapes where indicated for sloping to drain. Fabricate to slopes indicated.

Insulation Cover Board: ASTM C 208, Type II, Grade 2, cellulosic-fiber insulation board, ½ inch thick.

Protection Mat: Woven or nonwoven polypropylene, polyolefin, or polyester fabric, water permeable and resistant to UV degradation, type and weight as recommended by roofing system manufacturer.

Expansion Joints: Deck-to-Deck and Deck-to-Wall Expansion Joints: Provide manufacturer’s standard joint system consisting of expansion joint support or support sponge, anchor plates, and flashing.

Double strip penetrations.

07 62 00 SHEET METAL FLASHING AND TRIMAluminum, .032 thickness, Kynar coating.Opening Flashings in Frame Construction: Fabricate head, sill, jamb, and similar flashings to extend 4 inches beyond wall openings. Form Head and sill flashing with 2 inch high end dams using 24 gauge galvanized steel.

07 92 00 JOINT SEALANTSSilicone Joint Sealant: Single-Component, Nonsag, Neutral-Curing Silicone Joint Sealant; ASTM C 920, Type S, Grade NS, Class 100/50, four Use NT. Dow Corning Corporation 790 (VOC 43); 756 SMS (VOC 87).

Latex Joint Sealant: Acrylic latex or Siliconized acrylic latex, ASTM C 834, Type OP, Grade NF. BASF Building Systems Sonolac, Bostik, Inc. Chem-Calk 600, or Tremco Tremflex 834.

Acoustical Joint Sealant: USG Sheetrock Acoustical Sealant or Pecora AIS-919.

Polyurethane foam sealant: Dow Great Stuff Pro Window & Door Insulating Foam Sealant.

Butyl sealant: Tremco Butyl Sealant.

08 10 00 DOORS AND FRAMESExterior Aluminum Clad Wood Doors and Frames: Marvin Clad Commercial Door (CCD). Finish: Exterior: White. Interior: Factory Prime for painted finish. Glazing: 6mm glass.

Interior Wood Doors and Frames:Marshfield Carte Blanche CB 401 with Harmony rated frames, 45 minute fire-rated, labeled door and frame. Heavy Duty. Mineral core as needed to provide fire-protection rating indicated. Edge Construction: Intumescent seals concealed by outer stile. Flush face factory primed for painted finish.

08 53 13 CLAD WINDOWSAluminum Clad Wood Windows:Marvin Clad Ultimate Single Hung Next Generation. Glazing: Low E2, No Argon. Mullion/muntin pattern to match existing. Finish: White. Provide lower half screen.

08 71 00 DOOR HARDWAREBy Owner.

Hinges, Interior: McKinney TA-TB2714-4 ½”. 1.5 pairs per leaf. US32D.Locks and Latches: Sargent 10 Line, coordinate keying with Owner.Lock Functions:Utility ANSI F86Office ANSI F109Passage ANSI F75Entrance ANSI F88Privacy ANSI F76Closers: Sargent 281.Wall Stops: Rockwood 409.Floor Stops: Rockwood 440, 442.Gasketing:

Perimeter Gasketing: National Guard Products A626A.Meeting Stile Gasketing: National Guard Products 600A.

Thresholds: National Guard Products 896 with door bottom sweep 95WH.

Lock Cylinders: Schlage ND Cylinder.Keying: Factory registered, brass. Provide one extra key blank for each lock.Operating Trim: 630 Satin Stainless Steel unless otherwise indicated.Finishes: 26D/32D.

Hardware Group A – Doors 104, 112, 220Manufacturer’s standardEntranceThreshold

Hardware Group B – Doors 217, 312, 313HingesPassageCloserWall StopGasketing

Hardware Group C – Doors 221, 222HingesUtilityWall Stop

Hardware Group D – Doors 111HingesPrivacyWall Stop

Hardware Group E – Doors 218HingesOfficeWall Stop

Hardware Group F – Doors 110HingesPassageWall Stop

09 29 00 GYPSUM BOARDGypsum Wallboard ASTM C 1396/C 1396 M. Thickness: 5/8 inch at walls and ceilings. Long edges: tapered.

Trim Accessories: ASTM C 1047. Vinyl Trim-Tex.

Joint Treatment Materials: Comply with ASTM C 475/C 475 M. Joint Tape: Paper. Joint Compound: For each coat use formulation that is compatible with other compounds applied on previous or for successive coats.

Steel Drill Screws: ASTM C 1002, unless otherwise indicated.

09 65 00 RESILIENT FLOORINGJohnsonite Rubber Stair Treads, Risers, Stringers, and landing flooring. Pattern: Raised dot. Color: Silver Grey 55.

09 91 00 PaintingInterior Paint Systems:A: Eg-Shel on GWB (at walls unless otherwise noted)One coat primer: Sherwin-Williams ProMar 400 Zero VOC Interior Latex Primer, B28W04600 Series.Two coats finish: Sherwin-Williams Promar 200 Zero VOC Interior Latex Paint, B20 Series.

B: Semi-gloss on GWB (at bathroom walls and ceilings)One coat primer: Sherwin-Williams ProMar 400 Zero VOC Interior Latex Primer, B28W04600 Series.Two coats finish: Sherwin-Williams Promar 200 Zero VOC Interior Latex Paint, B31 Series.

C: Semi-Gloss on wood or MDF (at trim)One coat primer: Sherwin-Williams Premium Wall & Wood Primer B28W08111 Series.Two coats finish: Sherwin-Williams Promar 200 Zero VOC Interior Latex Paint, B31 Series.

D: Flat on GWB (at ceilings unless otherwise noted.One coat primer: Sherwin-Williams ProMar 400 Zero VOC Interior Latex Primer, B28W04600 Series.Two coats finish: Sherwin-Williams Promar 200 Zero VOC Interior Latex Paint, B30 Series.

Exterior Paint Systems:A: Satin on factory-primed wood sidingTwo coats finish: Sherwin-Williams Resilience Exterior Latex, K43 Series.

12 20 00 WINDOW TREATMENTSBy Owner.

22 40 00 PLUMBING FIXTURESBy Owner.

26 00 00 ELECTRICALElectrical work, including power, data and lighting, is by Owner.

SEE SHEET S1.0 FOR STRUCTURAL CONCRETE REQUIREMENTS.

79 M

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28 A

M


G-031

SPECIFICATIONS

WYM

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OVA

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NE

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E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

12" = 1'-0"

DIVISION 0112" = 1'-0"

DIVISION 05

12" = 1'-0"

DIVISION 06

12" = 1'-0"

DIVISION 07

12" = 1'-0"

DIVISION 08

12" = 1'-0"

DIVISION 09

12" = 1'-0"

DIVISION 12

12" = 1'-0"

DIVISION 22

12" = 1'-0"

DIVISION 26

12" = 1'-0"1DIVISION 03

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S1.0

GENERAL

NOTES

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10.3

0.1

7

REF H.1

REF

REF

REF

REF

7.1 9.3

K

7.1 9.3

H.1

7.5

H.8

C12x20.7 BENT

HATCH INDICATES EXIST WALL

J.1

HS

S6x4x1/4

EXISTING LEDGER

EXISTING BEAM

HATCH INDICATES APROXIMATE EXTENTS OF NEW DECK CONSTRUCTION

PT 2x8 @16" O.C.

BLOCK ABOVE EXISTING BEAM

4'-4 3

/8"

7'-6"

15'-6"

EXISTING FRAMING TO REMAINEXISTING FRAMING

TO REMAIN

EXISTING FLOOR 1 EL 0'-0"

EXPOSE EXISTING LEDGER CONDITION FOR ENGINEER. REVIEW PRIOR TO PROCEEDING W/NEW FRAMING.

C12x20.7 BENT

V.I.F.

P.T. (2)2x8 CONT RIM

PROVIDE 2x BLOCKING AROUND STL COLUMNS (TYP)

PROVIDE S.S. LUS28 HANGERS TO LEDGER

BLOCK ABOVE PSL

WOLMANIZED 5 1/4x14 PSL, DROPPED

PROVIDE L6x6x1/2x0'-8" ANGLE SEAT ON SIDE OF COLUMN FOR PSL SUPPORT (BOTH ENDS)

5 5

/8"

7.1 9.3

15'-6"

H.1

J.1C12x20.7 BENT

C12x20.7 BELOW

C12x20.7

HS

S6x6x1/4

C12x20.7 BENT

C12x20.7 BENT

C12x20.7

HS

S6x6x1/47

'-6"

2

S1.1

3

S1.1

4

S1.1S1.1

5

L4x4

L4x4

L4x4

DOWN

UP

T/GRATING EL 4'-7 1/2"

EXISTING FLOOR 2 EL 9'-9" (V.I.F.)

L4x4

NOTE: EXTEND C12 DOWN TO TUBE

7.1 9.3

H.1

J.1

C10x20

C10x20

C10x20

C10x20

7'-6"

15'-6"

T/SHEATHING EL 18'-7" (V.I.F.)

2x8 @16" O.C.

6

S1.1

4

S1.1

SIMS1.1

5

3"

± (

TY

P)

NOTES:

1. ALL EXTERIOR WOOD TO BE PRESSURE TREATED.2. INDICATES 5/8" ROOF SHEATHING.3. ALL EXTERIOR STEEL TO BE PAINTED W/ TNEMEC PAINT SYSTEM, SEE DWG S1.0.

NOTES:

1. TOP OF FOOTINGS INDICATED BY (X'-XX") ON PLAN. ALL FOOTINGS TO BE 4'-6" (MIN) BELOW SURROUNDING GRADE.

2. * INDICATES FOOTING WHERE BOTTOM TO MATCH EXISTING.3. Px INDICATES PIER. SEE DETALS DWG S2.1.4. BP-x INDICATES BASE PLATE. SEE DETAILS DWG S3.1.5. ALL EXTERIOR STEEL TO BE PAINTED W/ TNEMEC PAINT

SYSTEM, SEE DWG S1.0.

NOTES:

1. INDICATES SPAN DIRECTION OF GRATING BY OTHERS.2. ALL EXTERIOR STEEL TO BE PAINTED W/ TNEMEC PAINT SYSTEM, SEE DWG S1.0.

MAT 1 SEE PLANx1'-4" THICK #5@10" E.W., T&B

MAT 2 3'-0"x11'-0"x1'-4"*4#5 T&B (L.W.)

12#4 T&B (S.W.)

FOOTINGMARK

FOOTINGSIZE

REINFORCING

FOOTING SCHEDULE

* INDICATES TOTAL DEPTH MAY VARY BASED ON FINDINGS OF EXISTING FOOTING. MAT MUST BE 1'-4" ABOVE EXISTING FOOTING.

EXIST FOOTING CONDITION NOT OBSERVED. EXPOSE & DOCUMENT VIA PHOTO & SKETCHES. PROVIDE TO ENGINEER FOR REVIEW, PRIOR TO STARTING W/ WORK.

COLUMN (SEE PLAN)

BASEMENT

(V.I.F.)

PIER (SEE PLAN)

ALIGN BOTTOM OF FOOTINGS

4'-6"

MIN

BE

LO

W G

RA

DE

1'-0"

7'-6"

SE

E S

CH

ED

UL

E T

HIS

DW

G

*

AB

OV

E E

XIS

TIN

G F

TG

1'-4"

4#5 AT 48" EPOXY INTO EXISTING FTG 4" (MIN).

4"

L4x4x5/16

GRATING (SEE ARCH)

COLUMN(SEE PLAN)

3/16"

WEB&

FLANGE

1/4"

1/4"2SIDES

1/4" 1/2 DEPTHSTIFFENERS TYPAT ALL RAILING POSTS

RAILING BY OTHER

C12 (SEE PLAN)

HSS (SEE PLAN)

L3x3x5/16

GRATED TREADS(SEE ARCH)

1/4

"2x" NAILER (MATCH FLANGE WIDTH)W/ 1/2" CARRIAGE BOLTS @16" O.C. (6" MAX FROM END)

JOIST (SEE PLAN)

CHANNEL (SEE PLAN)

SIMPSON HU28; HDG WELDED TO STEEL

SHEATHING (SEE PLAN)

ROOF

(EL SEE PLAN)

CUT CHANNEL TOP 4" AT DOOR

L4x4x1/4

CHANNEL (SEE PLAN)-FASTEN CHANNEL TO BLOCKING W/(2)ROWS OF 3/8"Ø H.D. GALV LAG SCREWS @16" O.C. INSTALLED THRU PRE DRILLED HOLES IN CHANNEL W/WASHER.

GRATING (BY OTHERS)

PL 3"x1/2" EXTEND 9" BEYOND DOOR EA SIDE

6"

DOOR (SEE ARCH)

FLOOR 2

(EL FIELD VERIFY)

(4)2x P.T. BLOCKING EA FASTENED W/(2)ROWS 5/16"Ø PHE RSS SCREWS @16" O.C. STAGGERED.

(3)-5/16"Øx3 1/8" PHE RSS SCREW EA ANGLE INTO EXIST STUDS-VERIFY STUD LOCATIONS IN FIELD.

3/16

3SIDES

3/8" BENT PL x9" LLH (V.I.F.)

EXIST BUILDING V.I.F. EXISTING CONDITION ALLOWS CONNECTION TO FASTEN INTO STRUCTURE

(3)-5/16"Øx3 1/8" PHE RSS SCREW EA BENT PL

1/4

3SIDES

3/8" BENT PL x9" (V.I.F.)

1"

COL, TYP (SEE PLAN)

CHANNEL, TYP (SEE PLAN)

EXIST BUILDING V.I.F. EXISTING CONDITION ALLOWS CONNECTION TO FASTEN INTO STRUCTURE. NOTIFY ENGINEER & PROVIDE INFORMATION ON EXISTING CONDITIONS AT ALL LOCATIONS WHERE EXIST CONDITIONS DO NOT ALLOW DETAIL.

NOTE: PROVIDE DETAIL AT ALL COLUMNS ADJACENT TO THE EXIST BUILDING AT EVERY EXIST BUILDING FLOORS AND ROOF.

3" (MIN)

H.1

L4x4 ALL SIDES

KEY PLAN

K

7.1 9.3

H.1

7.5

H.8

J.1

HSS6x

6x3/

8

BP-A

HATCH INDICATES EXIST WALL

P1

P1

HSS6x6x3/8

BP-C

HSS6x

6x3/

8

BP-B

C12x20.7

BP-D

C12

x20.

7

BP-D

HSS6x

6x3/

8

BP-C

P1 SIM

P1MAT2*

P1 SIMMAT1*

7'-6"

15'-6"

1

S1.1

EXISTING POST

P1

1'-6"

3'-0"

STAIR ABOVE

NOTES: 1. INDICATES NEW DECKING (SEE ARCH).2. ALL EXTERIOR STEEL TO BE PAINTED W/ TNEMEC PAINT SYSTEM, SEE DWG S1.0.

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S1.1

EXTEROR STAIR

FRAMING

PLANS &

DETAILS

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10.3

0.1

7

1/4" = 1'-0"

FLOOR 1 EXTERIOR STAIR FRAMINGPLAN

1/4" = 1'-0"

FLOOR 2 EXTERIOR STAIR FRAMINGPLAN

1/4" = 1'-0"

ROOF EXTERIOR STAIR FRAMINGPLAN

SECTION 1/2" = 1'-0" S1.1

1 SECTION 3/4" = 1'-0" S1.1

2

SECTION 3/4" = 1'-0" S1.1

6SECTION 3/4" = 1'-0" S1.1

3 SECTION 3/4" = 1'-0" S1.1

4 SECTION 3/4" = 1'-0" S1.1

5

1/4" = 1'-0"

FOUNDATION EXTERIOR STAIRFRAMING PLAN

A

127.1 9.37.5

W8x15 (SLOPING)

W8x15 (SLOPING)

( -6'-6" )

C.J

.

1

S1.2

T/SLAB EL 0'-0".ALIGN W/EXISTING

3

S1.2

3

S1.2

SIM

GROUT BEAM POCKET SOLID AFTER STEEL INSTALLATION (TYP)

HATCH INDICATES EXISTING WALL

EXISTING FLOOR 1. ELEVATION 0'-0".

8" C.I.P. WALL W/2'-0" STRIP FTG (TYP U.N.O.)

( -6

'-6"

)

6" C.I.P. WALL W/1'-6" STRIP FTG.

( -6'-6" )

( -6'-6" ) SLOPE

SLOPE

T/SLAB EL -1'-6"

C.J

.

C.J

.

C.J

.

2

S1.2

4

S1.2

C.J

.

C.J.

PRECAST STAIR (DESIGNED BY PRECASTER), ANCHOR TO SLAB/FROST WALLS

NOTE: EXISTING ARCHITECTURAL COLUMNS ARE TO BE REPLACED W/WRAPPED PRESSURE TREATED POST. SHORE EXISTING CANOPY AS REQUIRED TO INSTALL NEW FOUNDATION & POSTS. SEE ARCH FOR POST INFORMATION.

PRECAST STAIR (DESIGNED BY PRECASTER) ANCHOR TO SLAB/WALLS.

T/LANDING MATCH EXISTING (V.I.F.)

SIM

1

S1.2

4

S1.2

C.J

.

8" 8" 8"

1'-0"

4'-6"

(MIN

)

#4 @18" O.C. VERTALTERNATE HOOKS

3#5 CONT (TYP)

#4 @ 18"(TYP)

CONCRETE SLAB ONGRADE (SEE PLAN)

24"24"

#4 @12" O.C. HORIZ

#4 CONT

T/SLAB EL

(SEE PLAN)

2'-0"

T/SLAB EL

(SEE PLAN)

1'-0"

2'-0"

PRECAST STAIR NOT SHOWN

#4 x 24" LONG @ 12" O.C. EPOXY INTO UPPER WALL

4 1

/2"

CONCRETE SLAB ONGRADE (SEE PLAN)

ELEVATED CONC SLAB (SEE PLAN)

WEDGE WASHER

EXTEND LONGITUDINALBARS 36" INTO SOG

GROUT BEAM POCKET AFTER STEEL INSTALLATION

1/2"x6"x0'-10" BEARING PLATE

1" TO 1 5/8" NON SHRINK GROUT (SLOPE TOP OF GROUT)

FOUNDATION WALL SEE PLAN

T/LANDING EL

(SEE PLAN)

(2)-1/2" HILTI HAS ROD (GALV)EPOXY INTO CONCRETE W/ HILTI HIT-HY 200

3'-0"

W BEAM (SEE PLAN)

5/16 STIFF PL, FULLY WELDED

NOTE: SHORT DIRECTION BARS ARE TO BE BOTTOM MOST.

6" 6" 6"

1'-0"

4'-6"

(MIN

)

SLAB ON GRADE (SEE PLAN)

COMPACTED SOIL (HATCH)

#4 CONT

T/ RAMP EL

(VARIES)

#4 @ 18" O.C. HORIZ

#4 @ 24" O.C. VERTALTERNATE HOOK

2#5

#4 @18" O.C.

24"

24"

PROVIDE 3/4" CHAMFER AT ALL RAMP EDGES (TYP)

NOTES:

1. INDICATES 4" CONC SLAB ON GRADE W/6x6-W2.1xW2.1 REINF AT MID OF SLAB.2. INDICATES 4" ELEVATED (FORMED SLAB) REINF W/#4 @12" O.C. E.W. BOT.3. TOP OF FOOTINGS INDICATED BY (X'-XX") ON PLAN. ALL FOOTINGS TO BE 4'-6" (MIN)

BELOW SURROUNDING GRADE.4. ALL EXTERIOR WOOD TO BE PRESSURE TREATED. 5. ALL EXTERIOR STEEL TO BE PAINTED W/ TNEMEC PAINT SYSTEM, SEE DWG S1.0.6. ALL PRECAST STAIRS SHALL BE DESIGNED BY PRECASTER FOR 100 PSF LIVE LOAD.

CONCRETE SHALL BE MIN 5,000 PSI & AIR ENTRAINED 6%± 1 1/2%.

EXISTING WALL AND FLOOR

EXISTING FOUNDATION

2 3/4"

PRECAST CONCRETE STAIR (SEE ARCH)

#4 x 24" LONG @ 12" O.C. EPOXY INTO EXIST WALL

NOTE: EXISTING FRAMING NOT OBSERVED NOTIFY ENGINEER OF DISCREPENCIES PRIOR TO PROCEEDING

T/WALL EL

(V.I.F.)

KEY PLAN

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S1.2

EXTERIOR

RAMP

FOUNDAITON

PLAN

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10.3

0.1

7

1/4" = 1'-0"

EXTERIOR RAMP AND ENTRANCEFOUNDATION PLAN

SECTION 1/2" = 1'-0" S1.2

1

SECTION 3/4" = 1'-0" S1.2

3

SECTION 1/2" = 1'-0" S1.2

2

SECTION 3/4" = 1'-0" S1.2

4

A

B

C

D

2 3 4 5 6

@12"

O.C

. (M

AX

) (4

)1 3

/4x11 1

/4 L

VL

ST

RIN

GE

R(2

)-1 3

/4x11 1

/4 L

VL

1 3

/4x11 1

/4 L

VL

EXIST STAIR

INDICATES SPAN DIRECTION OF EXISTING 2x12 FLOOR 2 FRAMING. T/SHEATHING EL 9'-9" (V.I.F.).

INDICATES SPAN DIRECTION OF EXISTING 2x12 FLOOR 2 FRAMING. T/SHEATHING EL 9'-9"(V.I.F.).

(2)-1 3/4x11 1/4 LVL

(2)-1 3/4x11 1/4 LVL

1

S1.3

1

S1.3

BLOCKING (TYP)

BLOCKING ABOVE BEAM (TYP)

EXISTING HEADER (V.I.F.)

T/SHEATHING EL 9'-9" (MATCH EXIST FLOOR 2)

@12" O.C. (MAX)(4)1 3/4x11 1/4 LVL STRINGER

UP

@10"

O.C

. (M

AX

)

(5)1

3/4

x11 1

/4 L

VL

ST

RIN

GE

R

DOWN

UP

T/SHEATHING EL 4'-0 1/8".

(3)2

x4 P

OST

DN T

O F

DN

2x12 @

1'-4"

O.C

. W

/LU

210

2x8 LEDGER W/(2)-5/16"Øx4" RSS SCREWS @16" O.C. (MIN). 2 3/8" MIN PENETRATION IN WALL

(2)2x8

(3)2

x4 P

OST

DN T

O F

LR 1

UP

(3)2x4 POST

BTWN FLR 2

& LANDING

5 1/4x3 1/2 PSL

POST D

N TO

FDN

(3)2

x4 P

OST

DN T

O F

DN

2x8 LEDGER W/(2)-5/16"Øx4" RSS SCREWS @16" O.C. (MIN). 2 3/8" MIN PENETRATION IN WALL

W/LU210

2x12 @1'-4" O.C.T/SHEATHING EL 12'-0 1/2".

2

S1.3

AT F

LR

LEVEL(2)2x12 SISTERED BELOW

EXISTING WOOD FRAMED WALL (V.I.F.)

1 3/4x11 1/4 LVL LEDGER TO WALL W/(4)5/16x5 1/8 RSS SCREWS @ 16" O.C. MIN, MIN 2 3/8" PENENTRATION INTO WALL.

2x12 @

1'-4"

O.C

.

(3)2

x4 P

OST

EA. E

ND

A

B

C

D

2 3 4 5 6

INDICATES SPAN DIRECTION OF EXISTING FLOOR 3 FRAMING. EXISTING MEMBER SIZE & FRAMING TO BE V.I.F. T/SHEATHING EL 18'-11".

INDICATES SPAN DIRECTION OF EXISTING FLOOR 3 FRAMING. EXISTING MEMBER SIZE & FRAMING TO BE V.I.F. T/SHEATHING EL 18'-11"

(2)-

1 3

/4x11 1

/4 L

VL

(2)-1 3/4x11 1/4 LVL

(3)-

1 3

/4x11 1

/4 L

VL

@10" O.C. (MAX)(5)-1 3/4x11 1/4 LVL STRINGER

DO

WN

EXIST. WALL BELOW(V.I.F.)

PROVIDE NEW HANGERS. VERIFY EXISTING FRAMING SIZE PRIOR TO ORDERING HANGERS.

5 1/

4x3

1/2

PSL

POST D

N T

O

FDN

EXIST WALL TO REMAIN

A

B

C

D

2 3 4 5 6

( -6'-6" )8" C.I.P. WALL W/2'-0" STRIP FTG (TYP U.N.O.)

EXIST STAIR

HATCH INDICATES SPAN DIRECTION OF EXISTING FLOOR 1 FRAMING. T/SHEATING EL 0'-0"(V.I.F.).

HATCH INDICATES SPAN DIRECTION OF EXISTING FLOOR 1 FRAMING (ASSUMED 2x12 @16" O.C.) T/SHEATING EL 0'-0" (V.I.F.).

TO

EX

IST

ING

FR

AM

ING

2x12 S

IST

ER

ED

BLOCKING EA BAY

SEE FLOOR 2 FRAMING ABOVE FOR STRINGER FRAMING

(2)2x4 POST U

P

(2)2x12 SISTERED

1

S1.2SIM

EX

IST

BE

AM

1'-0"x2'-0" BRICK PIER IN BASEMENT (V.I.F.) EXIST BRICK PIER IN

BASEMENT (V.I.F.)

EXIST WOOD FRAMED WALL (V.I.F.)

EXIST WOOD BEAM 5 1/2"x10"(V.I.F.)

NEW 5 1/4x5 1/4 PSL POST ON NEW 3'-0"x3'-0"x1'-0" THICK FOOTING (BELOW). SAWCUT EXIST SLAB, EXCAVATE AND PLACE FOOTING ON EXIST SUBGRADES, REINF FOOTING W.(4)#4 E.W.B., PROVIDE 5/8"Øx8" EMBED A307, H.D. GALV ANCHOR BOLT & SIMPSON ABU66 POST BASE & SIMPSON BC6 CAP.

PRECAST STAIR (DESIGNED BY PRECASTER) ANCHOR TO SLAB/FROST WALLS

4

S1.2LVL STAIR STRINGERS CUT PER ARCH REQUIREMENTS. SCREW STRINGERS ADJACENT TO WALLS WITH 4#10 SCREWS AT EA. STUD.

CONFIGURATION SHOWN IS SCHEMATIC: SEE ARCH DRAWINGS FOR ACTUAL STAIR LAYOUT

TYP STAIR LANDING FRAMING: 2x12@16" O.C.

HEADER-SEE PLAN

EXISTING EXTERIOR STUDS

SIMPSON LSSU28 AT EA STRINGER (TYP)

HEADER-SEE PLAN

5 1/2" MIN

NEW LEDGER TO EXISTING WALL

KEY PLAN

NOTES:

1. INDICATES 3/4" SHEATHING (GLUED AND NAILED).

NOTES:

1. INDICATES EXTERIOR DECKING (SEE ARCH).2. ALL EXTERIOR WOOD TO BE PRESSURE TREATED.

EXISTING EXTERIOR STUDS

EXISTING FLOOR REMOVED AS PART OF STAIR CONSTRUCTION

EQ

EQ

WHERE FRAMING IS PLATFORM FRAMED CUT FLOOR JOISTS AT INTERIOR FACE. LEAVE PORTION OF JOIST & WALL PLATES INSIDE WALL.

(7)-5/16"Ø RSS SCREW x2 1/2" ABOVE AND BELOW FLOOR

NEW 1 1/2x3 1/2 LSL (1.3E) x8'-0" LONG AT EA STUDS (CENTER ON FLOOR)

NOTE: DETAIL REQUIRED AT EVERY STUD WHERE PLATFORM FRAMING IS CUT AWAY FROM WALL

EXIST RIM BOARD TO REMAIN

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S1.3

INTERIOR

STAIRS

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EN

TS

10.3

0.1

7

1/4" = 1'-0"

FLOOR 2 INTERIOR STAIR FRAMINGPLAN

1/4" = 1'-0"

FLOOR 3 INTERIOR STAIR FRAMINGPLAN

1/4" = 1'-0"

FOUNDATION & FLOOR 1 INTERIORSTAIR FRAMING PLAN SECTION

3/4" = 1'-0" S1.3

1

DESIGN SHOWN IS BASED ON LIMITED FIELD OBSERVATIONS. PRIOR TO STARTING WORK ON THE INTERIOR STAIRS, CONTRACTOR TO OPEN EXISTING

FRAMING FOR ARCHITECT/ENGINEERS REVIEW. BASED ON UNCOVERED CONDITIONS, ADJUSTMENT

TO THE NEW STAIR DESIGN MAY BE REQUIRED.

SECTION 3/4" = 1'-0" S1.3

2

RE

F

REF

TYP SLAB DETAIL

COORDINATE SLAB SUB BASE W/GEOTECHNICAL RECOMMENDATIONS

VAPOR BARRIER(SEE ARCH)

CONC SLAB ON GRADE. ALL SLABS ON GRADE ARE TO BE MOIST CURED PER ACI 308 AND PROJECT SPECIFICATIONS

CONT 1/4"x1 1/4" DEEPCONTRACTION JOINT FILLEDW/SEALANT

TYP SLAB ON GRADE CONTRACTIONJOINT DETAIL

VAPOR BARRIER (SEE ARCH)

COORDINATE SLAB SUB BASE W/GEOTECHNICAL REPORT

N.T.S.

N.T.S.

BAR SIZELAP LENGTH

3,500/4,000 PSI

REBAR LAP SPLICE TABLE

#3

#4

#5

#6

#7

#8

30"

36"

48"

56"

81"

93"

4,000/5,000 PSI

24"

32"

42"

48"

72"

80"

SE

E P

LA

N

TYP NEW FDN TO EXIST FDN WALL DETAILN.T.S.

EXIST WALL

NEW WALL

#5x2'-0" @ 12" O.C. DRILL & EPOXY INTO EXIST MIN EMBED = 6"

3#5x2'-0" @ 12" O.C. DRILL & EPOXY INTO EXIST MIN EMBED = 6"

N.T.S.

CORNER BARS TO MATCH HORIZ REINF

CORNER INTERSECTION

DOWELS TO MATCH HORIZ REINF

TYP WALL REINF DETAILS

(TYP)

40 db

(TY

P)

40 d

b

16 db 16 db

EXTERIOR

INTERIOR

TYP REINF (OUTSIDE BARS DISCONTINUOUS @ JOINT)

TYP CONTROL JOINT IN WALLN.T.S.

(SE

E P

LA

N)

4"

3/4

"

8#6 VERT W/MATCHING DOWELS & 3#3 TIES @3" O.C. AT TOP, BAL @12" O.C.

P1

PIER DETAILS1/2"=1'-0"

9"

9"

9" 9"

1'-6"

1'-6"

NOTE: SHIFT ENTIRE PIER AT SIM

79

Ma

in S

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Su

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h M

E 0

460

5

207

.66

7.7

75

5


10/3

0/2

01

7 9

:09

:27

AM

S2.1

TYP CONC

SECTIONS &

DETAILS

WY

MA

N H

ALL R

EN

OV

AT

ION

MA

INE

MA

RIT

IME

AC

AD

EM

YB

ID D

OC

UM

EN

TS

10.3

0.1

7

RE

F

REF

RE

F

REF

RE

F

REF

RE

F

REFHSS/W COL(SEE PLAN)

REF

1"PR

OJ

EM

BE

D

TYP COL BASE DETAIL U.N.O.N.T.S.

F1554, GR 36 H.D. GALV HEADEDANCHOR RODS, (SEE BASEPLATE DETAILS, THIS DWG)

PL WASHER (WELD WHERE SHOWN)

GLAV STD NUT

1" (1/4" LEVELING PL + 3/4" NON-SHRINK GROUT U.N.O.

T/CONC EL

BOT OF BASE PLATE EL

HSS6x6 (SEE PLAN)

1'-0"

1'-0"

9"

9" 1 1/2" (TYP)

PL 1/2x12x1'-0" W/(4)-1 5/16" Ø HOLES FOR (4)-3/4" Øx15" LG F1554 G36 H.D. GALV ANCHOR RODS W/9" EMBED & 6" PROJ.

BP-A

TYP BASE PLATE DETAILSN.T.S.

NOTE: PLATE WASHERS SHALL BE FIELD WELDED TO COL BASE PLATES AT ALL BRACED FRAMES AND MOMENT FRAMES.

PL 1/2x11x0'-11" W/(4)-1 5/16" Ø HOLES FOR (4)-3/4" Øx15" LG F1554 G36 H.D. GALV ANCHOR RODS W/9" EMBED & 6" PROJ.

BP-B

HSS6x6 (SEE PLAN)

1/4

1/4x2x0'-2" PLATE WASHER (TYP)

1/4


PL 1/2x11x1'-1" W/(4)-1 5/16" Ø HOLES FOR (4)-3/4" Øx15" LG F1554 G36 H.D. GLAV ANCHOR RODS W/9" EMBED & 6" PROJ.

BP-C

HSS6x6 (SEE PLAN)

1/4


10"

TYP2"

6"

TY

P2 1

/2"

9"

1'-2"

PL 1/2x10x1'-2" W/(4)-1 5/16" Ø HOLES FOR (4)-3/4" Øx15" LG F1554 G36 ANCHOR RODS W/9" EMBED & 6" PROJ.

BP-D

"C" COLUMN (SEE PLAN)

1/4


3/16

TOUCHUPCOATING

1 1/2" 4 1/2"

1'-1"TYP1 1/2"

10"

2"

6"

3"

11"

1"

TYP1 1/2"

11"

5"3"3"

3"

4"

4"

11"

1 1

/2"

TY

P

1/2"

1"

EXISTING WALL (V.I.F.)

79

Ma

in S

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h M

E 0

460

5

207

.66

7.7

75

5


10/3

0/2

01

7 9

:09

:28

AM

S3.1

TYP STEEL

SECTIONS &

DETAILS

WY

MA

N H

ALL R

EN

OV

AT

ION

MA

INE

MA

RIT

IME

AC

AD

EM

YB

ID D

OC

UM

EN

TS

10.3

0.1

7

UP

DN

UP

DN

REF

R.

FR.

OVE

N

UPDN

DN

DN

UP

DN

DN

192 SFLAUNDRY

001

260 SFBOILER

002

44 SFTOILET

003

180 SFSTORAGE

005

54 SFSTORAGE

006

351 SFHALL007

130 SFOIL TANK

008

26 SFCLOSET

009

159 SFCRAWLSPACE

110

21 4 5 6 7 8 9 10 11 12

A

B

CDE

FGH

IJ

K

3

382 SFCONFERENCE

004

7.1 9.3

H.1

J.1H.8

7.5

360 SFKITCHEN

101

316 SFCONFERENCE

102

61 SFSUNROOM

103

432 SFLOUNGE

104

294 SFPORCH

105

198 SFMEDIA

106298 SFFOYER

107

105 SFHALL108

33 SFTOILET

109

150 SFMUDROOM

110

21 4 5 6 7 8 9 10 1112

A

B

CD

E

FG

HI

J

K

3 7.1 9.3

H.1

J.1H.8

7.5

35.5 INCHES BFF

2.5 INCHES BFF

43.5 INCHES BFF

131 SFBATH201

311 SFOFFICE

203

11 SFCL204

37 SFBATH205

309 SFOFFICE

206

223 SFOFFICE

207

23 SFCL208

10 SFCL209

341 SFHALLWAY

210

85 SFSTAIRS

21114 SFCL212

148 SFOFFICE

21331 SF

CL214

8 SFCL215

2 4 5 6 7 8 9 10 11

A

B

CDE

FGH

IJ

3

11 SFCL216

46 SFBATH202

7.1 9.3

H.1

J.1H.8

7.5

30 SFSTOR301

76 SFBATH302

239 SFOFFICE

304

13 SFCL305

95 SFCL306

13 SFCL307

188 SFOFFICE

308

226 SFOFFICE

309

163 SFOFFICE

310

246 SFHALLWAY

303

17 SFCL312

43 SFCL311

2 4 5 6 7 8 9 10 11

A

B

CD

E

FG

HI

J

3 7.1 9.3

H.1

J.1H.8

7.5

79 M

ain

Stre

et, S

uite

CEl

lswor

th M

E 04

605

207.

266.

5822


11/1

2/20

17 9

:25:

31 A

M


G-040

EXISTINGPLANS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/8" = 1'-0"A-5004EXISTING BASEMENT

1/8" = 1'-0"A-5001EXISTING FLOOR 1



1/8" = 1'-0"3EXISTING ROOF

IN1

EPDM

PROT. BD.

POLYISO

STRUCTURE BELOW

TAPERED INSULATION1/2" PER FOOT

1/2"

INSULATION TAPERS TO ZERO.

CONCRETE

X-CN4

4"

COMPACTED FILL BELOW.

PVC

X-WC1

STRUCTURE ABOVE

5/8"

4 3/4"

3 1/2"GWB

#2 SPF

GWB

I-DL4

5/8" 5/8"

PLY

PTSP

7 7/

8"

5/8"

7 1/

4"

DL8

ROOF ABOVE

SEE STRUCTURAL DRAWINGS.

RUBBER SHEET

UNDERLAY

PLYWOOD

11 1

/4"

I-DL12

3/4"

CEILING BELOW.

#2 SPF

1/2"

SEE STRUCTURAL DRAWINGS.

3 1/2"GWB

#2 SPF

I-DL4A

4 1/8"

5/8"

GWB

#2 SPF

PLY

WD. LAP SIDING

1/2" 6" 5/8"

7 3/4"

X-DL6

FLUSH TO (E) DECKING

9 1/

4"

X-DL10

COMPOSITE DECKING

PTSP

3/4"

1 1/

2"

X-GF1

FIB GRATE

STRUCTURE BELOW

60-MIN RATING. UL #U-419

GWB

#2 SPF

GWB

5/8" 3 1/2" 5/8"

4 3/4"

I-DL4 60

GWB

I-GC1

STRUCTURE ABOVE

5/8"

CONCRETE

8"

F-CN8

(SEE STRUCTURAL)

11 1

/4"

DECKING

PTSP

1"

X-DL12

CONCRETE

6"

F-CN6

79 M

ain

Stre

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605

207.

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:24:

48 A

M


A-020

ASSEMBLIES

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

3" = 1'-0"2ROOF X-IN1

3" = 1'-0"7FLOOR X-CN4

3" = 1'-0"3CEILING X-WC1

09 CEILINGS

TYPE MARK AREA DESCRIPTION

I-GC1 239 SF 1-HR RATEDX-WC1 116 SF PVC BEAD BOARDGrand total: 5 355 SF

07 ROOFS

TYPE MARK AREA DESCRIPTION

DL8 134 SF 2X8 FRAMINGIN1 85 SF SLOPED INSULATIONGrand total: 2 219 SF

06 FLOORS

TYPE MARK AREA Function DESCRIPTION

I-DL12 149 SF Interior FLOOR FRAMINGX-CN4 202 SF Exterior CONCRETE SLABSX-DL10 223 SF Exterior BACK DECKX-DL12 19 SF Exterior LANDINGX-GF1 42 SF Exterior BACK LANDING GRATEGrand total: 14 636 SF

3" = 1'-0"12WALL I-DL4

3" = 1'-0"1ROOF X-DL8

3" = 1'-0"5FLOOR I-DL12

3" = 1'-0"14WALL I-DL4A

3" = 1'-0"15WALL X-DL6

07 WALLS

TYPE MARK AREA FUNCTION DESCRIPTION

F-CN6 402 SF FoundationF-CN8 164 SF FoundationI-DL4 578 SF InteriorI-DL4 60 388 SF Interior 60-MIN. RATINGI-DL4A 27 SF InteriorX-DL6 90 SF Exterior MATCH EXISTINGGrand total: 45 1648 SF

3" = 1'-0"9FLOOR X-DL10

3" = 1'-0"10FLOOR X-GF1

3" = 1'-0"13WALL I-DL4 60

3" = 1'-0"4CEILING I-GC1

3" = 1'-0"11WALL F-CN8

3" = 1'-0"8FLOOR X-DL12

3" = 1'-0"6WALL F-CN6

FLOOR 3

FLOOR 2

FLOOR 1

BASEMENT

KITCHEN

BASEMENT

BASEMENT

FLOOR 1

FLOOR 2

FLOOR 3

79 M

ain

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:24:

55 A

M


A-040

AXONOMETRICS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1BACK STAIR 2FRONT RAMP

3INTERIOR STAIR 1 4INTERIOR STAIR 25INTERIOR STAIR 3

UP

UP

REF

R.

FR.

OVE

N

UPDN

DN

DN

UP

DN

2 4 5

B

CD

E

3

813

2 4 5

12

B

CD

E

3

3

4

5

2

1

2

1

1

2

3

7

4

4

8

9

10

10

11

12

12

9

1

8

4 5

B

CD

E

3

1

2

3

4

5

1

22

1

5 2

11

6

12

12

12

4 5 6

B

CD

E

3

1

23

4

3

1.SEE STRUCTURAL SHEETS FOR ADDITIONAL DEMOLITION REQUIREMENTS.2. REMOVE DOOR FRAME AND THRESHOLDS AT DOORS TO BE REMOVED. DELIVER SALVAGED DOORS TO OWNER.3. SEE M-100 FOR STEAM RADIATOR RELOCATION.

79 M

ain

Stre

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266.

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11/1

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17 9

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57 A

M


A-100

DEMOLITIONPLANS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/8" = 1'-0"A-5001BASEMENT DEMOLITION

-37.

000°

1/8" = 1'-0"A-5002FLOOR 1 DEMOLITION



12" = 1'-0"

DEMOLITION NOTES

DEMOLITION KEYED NOTES

Demo note Description

1 (R) WALL2 (S) DOOR3 (R) FLOOR4 (R) STAIR5 (S) FIXTURE6 (R) ROOF7 (R) WINDOW8 (R) POST9 (S) CABINETRY10 (S) APPLIANCE11 (R) DECK12 (S) RADIATOR13 RELOCATE MANHOLE. INCREASE OUTFLOW

PITCH

UP

REF

R.

FR.

OVE

N

DN

REF

R.

DN

DN

7 8 9 10

H

I

J

K

7.1 9.3

H.1

J.1

H.8

7.5

21 4 5

A

B

CD

E

F

32 4 5 6

A

B

CD

E

FG

HI

34 5 6

A

B

CD

E

3

9

E

F

7.1 9.3

H.1

J.1

H.8

79 M

ain

Stre

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266.

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17 9

:24:

58 A

M


A-101

DEMO/NEWOVERLAY

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/4" = 1'-0"A-5001BACK STAIR FLOOR 1 DEMO/NEW

1/4" = 1'-0"A-5002INTERIOR STAIR FLOOR 1 DEMO/NEW

1/4" = 1'-0"A-5003INTERIOR STAIR FLOOR 2 DEMO NEW

1/4" = 1'-0"A-5004INTERIOR STAIR FLOOR 3 DEMO/NEW

1/4" = 1'-0"A-5005BACK STAIR FLOOR 2 DEMO/NEW

1 4 4

61

7

11

4

3

8

1

4

3

8

6

1

7

2

1

79 M

ain

Stre

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605

207.

266.

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11/1

2/20

17 9

:25:

00 A

M


A-150

DEMOLITIONELEVATIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/8" = 1'-0"1WEST DEMOLITION

1/8" = 1'-0"2EAST DEMOLITION

1/8" = 1'-0"3NORTH DEMOLITION

1/8" = 1'-0"4SOUTH DEMOLITION

DEMOLITION KEYED NOTES

Demo note Description

1 (R) WALL2 (S) DOOR3 (R) FLOOR4 (R) STAIR5 (S) FIXTURE6 (R) ROOF7 (R) WINDOW8 (R) POST9 (S) CABINETRY10 (S) APPLIANCE11 (R) DECK12 (S) RADIATOR13 RELOCATE MANHOLE. INCREASE OUTFLOW

PITCH

UP

UP

DN

DN

DN

DN

DN

DN

UP

DN

UP

REF

R.

DN

DN

DN

DN

DN

DN

DN

REF

R.

A-2101

CONFERENCE004

STORAGE005

HALL007

STORAGE006

BOILER002

TOILET003

LAUNDRY001

CLOSET009

OIL TANK008

CRAWLSPACE010

A-2102

A-2201

A-2301

A-2302

PORCH105

MEDIA106

LOUNGE104

CONFERENCE102

KITCHEN101

TOILET111

MUDROOM110

STAIR112

HALL108

FOYER107

104

112

110

111

110A

RADIATOR 2NSR01

A-2103

A-2202

BATHROOM219

OFFICE203

CORRIDOR220

OFFICE206

OFFICE207

CL209

CL208

HALLWAY210

STAIR217

OFFICE218

CL221

221

I-DL4

I-DL4

I-DL4

I-DL4

220

PHASE 1

RADIATOR

RADIATOR

A-2104

A-2203

STOR301

BATH302

OFFICE304

CL306

OFFICE308

OFFICE309

OFFICE310

HALLWAY312

CL311

CL305

CL307

STAIR313 313301

PHASE 1

79 M

ain

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02 A

M


A-200

KEY PLANS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/8" = 1'-0"A-5001BASEMENT

-37.

000°

1/8" = 1'-0"A-5002FLOOR 1

1/8" = 1'-0"A-5003FLOOR 2

1/8" = 1'-0"A-5004FLOOR 3

PHASE 1

BY OWNER

DN

UP

DN

1A-502

2A-501

7

H

2A-500

1A-501

6" 5' - 1" 10' - 5"

6"7'

- 6"

7.1 9.3

H.1

J.1

H.8

3' -

4"

7.5

CONFERENCE004

TOILET003

3A-501

1A-500

2A-502

1A-502

2A-501

7

H

J

K

2A-500

1A-501

6" 15' - 6"

6"7'

- 6"

X-DL6

7.1 9.3

H.1

J.1

104

H.8

7.5

LOUNGE104

CONFERENCE102

3A-501

1A-500

2A-502

RWL

DOOR STOP

-6"

4' - 7 1/2"

GR-4

1A-502

2A-501

7

H

K

2A-500

1A-501

16' - 0"

220

7.1 9.3

H.1

J.1

H.8

7.5GR1.1

GR1.3

GR1.4

GR1.9

9' - 9"

4' - 7 1/2"X-GF1

X-GF1

3A-501

1A-500

2A-502

OFFICE206

CORRIDOR220

OFFICE203

DOOR STOP

6"4'

- 2"

3' -

4"

HR-2

TYPE 102

HR-2

GR1.2

1A-502

2A-501

7

H

J

2A-500

1A-501

OFFICE308

7.1 9.3

H.1

J.1

IN1

H.8

7.5

3A-501

1A-500

2A-502

GUTTER

1/2"

/ 1'

-0"

79 M

ain

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03 A

M


A-210

BACK STAIRPLANS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

-37.

000°

1/2" = 1'-0"A-2001BACK STAIR BASEMENT

1/2" = 1'-0"A-2002BACK STAIR FLOOR 1



DN

UP

DN

2 4 5

A

B

C

D

3

1A-504

2A-504

1A-503

1A-505

2A-503

HALL108

STAIR112

KITCHEN101

I-DL4 60

I-DL4

I-DL4 60

13' - 8 7/8"

6' -

6 7/

8"

I-DL4

I-DL4

2A-505

3A-505

STAIR114

112

I-DL4A

X-DL6

5' - 1 1/2"

GR1.9

10' - 3 1/8"

1/A-507

3' -

10 1

/8"

3/A-507

2/A-507

114

GR1.8

HR1-BHR1-B

STAIR TYPE 303

RADIATOR

2 4 5

A

B

C

D

3

1A-504

2A-504

1A-503

1A-505 2

A-503

6' -

6 7/

8"

STAIR217

OFFICE218

HALLWAY210

I-DL4

I-DL4 60

I-DL4

2A-505

3A-505

I-DL4

9' - 9"

12' - 7 3/8"

I-DL12

CL222

1/A-507

3/A-507

2/A-507

6/A-507

3' - 1 1/8"4 3/4"3' - 1"

5/A-507

3' -

1"4

3/4"

3' -

1 1/

8"

HR-2

HR-2

TYPE 206

TYPE 207

4/A-507 HR-2

HR-2

217 222

TYPE 205

4 5 6

A

B

D

E

3

1A-503

2A-503

OFFICE304

STAIR313

HALLWAY312

CL311

I-DL4 60

313

301

I-DL4

I-DL4

2A-505

18' - 11"

5/A-507

4 5

A

B

CD

31' - 2 1/4"

I-DL12

12' - 7 3/8"

9' - 9"

4 5

B

D

3I-DL12

79 M

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05 A

M


A-220

INTERIOR STAIRPLANS

WYM

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MAR

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2017

OC

T 30

-37.

000°

1/2" = 1'-0"A-2001INTERIOR STAIR - FLOOR 1



1/4" = 1'-0"4FLOOR 2 NEW FLOOR EXTENTS

1/4" = 1'-0"5FLOOR 3 NEW FLOOR EXTENTS

DN

DN

DN

DN

DN

REF

R.

8 11 12

A

1' -

2"4'

- 2"

18' - 0"

4' -

0"1'

- 5

5/8"

3A-506

1A-506

2A-506

4A-506

9' - 7"

5' - 0 1/8"

0"

HR3

HR3

X-CN4X-CN4

X-CN4

GR1.7

A-7011

PILASTERPILASTER

COLUMN

18' - 6"

7/A-507

4' - 2"

GR1.6

HR1-B

HR1-B

GR1.6

STAIR TYPE 310

HR1-B GR1.7

HR1-B

STAIR TYPE 309

HR1-C

HR1-B

STAIR TYPE 308

X-CN4

HR1-A

-2 1/2"

-1' - 4 1/2"

5' -

9"

COLUMN

GR1.5

-2' - 11"

8/A-507

PATCH AND REPAIR PAVEMENT AROUND WORK. PROJECT REQUIRES SOME MINOR CHANGES TO EXISTING GRADE ELEVATIONS.

A-7014

21

D

E

6' -

1 1/

2"

9' - 5 1/4"

1' - 6"

4' - 7 3/4" 1' - 11 3/4" 2' - 9 3/4"

4 5/8"

135.000° 135.000°

I-DL4

I-DL4

I-DL4

50 SFTOILET

111

338 SFKITCHEN

101

94 SFMUDROOM

110

111

110

I-DL4A

R 2' - 6

"

WORK IN BATH 111 BY OWNER

1/A-507

3/A-507

4' -

1 3/

4"

INSTALL EXISTING REFRIGERATOR HERE.

79 M

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A-230

FRONTENTRANCE AND

ROOM 111

WYM

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MAR

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ENTS

2017

OC

T 30

-37.

000°

1/2" = 1'-0"A-2001EXTERIOR RAMP - FLOOR 1

1/2" = 1'-0"A-2002BATHROOM - FLOOR 1

EXIT

EXIT

EXIT

I-GC1

OFFICE206

CORRIDOR220

OFFICE203

BATHROOM219OFFICE

218

STAIR217

HALLWAY210

OFFICE207

CL208

CL209

CL221

F5

F6

F5

F2

F7F5

F2

I-GC1

I-GC1

F3

F4

F1

79 M

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605

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17 9

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08 A

M


A-300

REFLECTEDCEILING PLANS

WYM

AN H

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OVA

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MAR

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ADEM

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ENTS

2017

OC

T 30

1/8" = 1'-0"A-5001FLOOR 1 REFLECTED CEILING



1/8" = 1'-0"A-5003BASEMENT REFLECTED CEILING

16 LIGHT FIXTURES

Type Mark Manufacturer Type Count

F1 Dual-Lite EVE Series 1F2 Dual-Lite EVC Series 1F2 Dual-Lite EVC Series 1F3 Cooper Lighting S122_DW_10W_2 Feet_Light Level LO 1F3 Cooper Lighting S122_DW_10W_2 Feet_Light Level LO 1F3 Cooper Lighting S122_DW_10W_2 Feet_Light Level LO 1F3 Cooper Lighting S122_DW_10W_2 Feet_Light Level LO 1F4 Dual-Lite EV Series 1F5 Dual-Lite OMS Series 1F5 Dual-Lite OMS Series 1F5 Dual-Lite OMS Series 1F6 Cooper Lighting S122_DIW_27W_4 Feet_Light Level ULO_LO 1F7 RAB Lighting Inc. SLIM12NW/PC 1F7 RAB Lighting Inc. SLIM12NW/PC 1F7 RAB Lighting Inc. SLIM12NW/PC 1F7 RAB Lighting Inc. SLIM12NW/PC 1Grand total: 16

ELECTRICAL, DATA AND LIGHTING SCOPE BY OWNER.

112

F7

220

104

GUTTER

RWL

SALVAGED RAILING

F7

F5 F7

F7

79 M

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11 A

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A-400

ELEVATIONS

WYM

AN H

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OVA

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MAR

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ADEM

YBI

D D

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UM

ENTS

2017

OC

T 30

3/16" = 1'-0"1WEST

3/16" = 1'-0"3EAST

3/16" = 1'-0"2NORTH

3/16" = 1'-0"4SOUTH

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

7

REAR DECK-6"

10' -

3"

BACK LANDING4' - 7 1/2"

5' -

1 1/

2"5'

- 1

1/2"

OFFICE203

CONFERENCE102

TOILET003

8' -

2"

IN1

DL8

X-GF1

X-GF1

X-DL10

GR1.4

7.1 9.3

X-WC1

A-7001

A-7003

A-7006

A-7007

7.5

A-7005

X-DL6

GR1.3

4' - 4"

HR-2

GR1.2

TYPE 102

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

7

REAR DECK-6"


7.1 9.37.5

GR1.1

X-DL10

IN1

DL8X-WC1

GR1.3

X-GF1

2' - 11"

GR1.2

HR-2

TYPE 101

79 M

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12 A

M


A-500

BACK STAIRSECTIONS

WYM

AN H

ALL

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OVA

TIO

N

MAI

NE

MAR

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E AC

ADEM

YBI

D D

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UM

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2017

OC

T 30

1/2" = 1'-0"A-2102STAIR 02 EAST

1/2" = 1'-0"A-2101STAIR 01 EAST

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"GRADE REAR

H

REAR DECK-6"


CORRIDOR220

LOUNGE104

CONFERENCE004

8' -

2"

IN1

DL8

X-DL10

H.1 J.1

X-WC1

H.8

A-7004

X-DL6

104

A-70012

TYP

220

GR1.4

A-7002

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"


HJ

REAR DECK-6"

10' -

3"


5' -

1 1/

2"5'

- 1

1/2"

OFFICE206

LOUNGE104

CONFERENCE004

8' -

2"

X-GF1

X-DL10

DL8

IN1

H.1J.1

X-WC1

H.8

A-7007

TYP

A-7005

TYP

A-7006

TYP

GR1.3

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

H

K

REAR DECK-6"


H.1J.1 H.8

GR1.9

X-DL10

IN1

DL8 X-WC1

OFFICE206

LOUNGE104

CONFERENCE004

79 M

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13 A

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A-501

BACK STAIRSECTIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/2" = 1'-0"A-2101BACK STAIR AT UPPER LANDING

1/2" = 1'-0"A-2102BACK STAIR AT MID LANDING

1/2" = 1'-0"A-2103BACK STAIR TRANSVERSE

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

TOW

GRADE REAR

7

REAR DECK-6"


7.19.3 7.5

220

104

OFFICE203

CONFERENCE102

CL306

X-DL6

X-DL10

DL8

X-WC1

X-GF1

X-GF1

GR1.3

F5

F7

F7

F7

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"


7

REAR DECK-6"

10' -

3"


9R @

6 7

/8"

5' -

1 1/

2"5'

- 1

1/2"

11' - 11"3' - 7"

OFFICE203

CONFERENCE102

8' -

2"

X-GF1

DL8

IN1

X-DL10

7.19.3

X-WC1

7.5

X-DL6

GR1.3

TYPE 101

HR-2

GR1.2

79 M

ain

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17 9

:25:

14 A

M


A-502

EXTERIORSTAIR

SECTIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/2" = 1'-0"A-2102STAIR 02 WEST

1/2" = 1'-0"A-2101STAIR 01 WEST

ALIGN

ALIGN

FLOOR 10"

BASEMENT-9' - 0"

GRADE-2' - 11"

ABD

9' -

2"

12R

@ 6

7/8

"

6' -

3 5/

8"2'

- 10

3/8

"

STAIR313

HALLWAY210

I-DL12

HALL108

HALL007

STAIR114

313

I-DL12

CL222

I-DL4

2' -

8 7/

8"

HR-2

3' - 11 1/2"9' - 2"

TYPE 207

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

TOW

GRADE-2' - 11"

ABD

STAIR313

STAIR217

HALLWAY210

6' -

10 1

/2"

4 R

@ 6

7/8

"

2' -

3 1/

2"

I-DL12

I-DL4

KITCHEN101

HALL108

OIL TANK008

STAIR114

3' -

6"

1' - 0"

I-DL4

I-DL12

A-7009

TYP

F3

1' -

9 5/

8"

114

217

79 M

ain

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5822


11/1

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17 9

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16 A

M


A-503

INTERIOR STAIRSECTIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

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UM

ENTS

2017

OC

T 30

1/2" = 1'-0"A-2201INTERIOR STAIR - SECTION 1


FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

TOW

2 4 53

3' -

5 1/

4"6'

- 3

3/4"

9' -

9"

12' - 4 3/4" 1' - 4 1/8"

STAIR217

KITCHEN101

I-DL12

I-DL4A

I-DL12

I-GC1

HALL108

HR-2

TYPE 205

I-DL4 60

TOW

2 4 53

13' - 8 7/8"

STAIR217

STAIR112

I-DL4

I-DL12

4' -

2"

A-7008

A-7009

I-DL12

I-DL4 60

HALL108

HR-2

TYPE 204

TYPE 206

9' -

9"

3' -

5 1/

4"

79 M

ain

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17 9

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18 A

M


A-504


WYM

AN H

ALL

REN

OVA

TIO

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MAI

NE

MAR

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ADEM

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D D

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UM

ENTS

2017

OC

T 30


1/2" = 1'-0"A-2202112 STAIR AT STAIR 04

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

TOW

GRADE-2' - 11"

A B D

9' -

9"

3' - 10 1/8"

STAIR217

STAIR112

KITCHEN101

OIL TANK008

HALLWAY210

3' -

5 1/

4"

6' - 6 7/8"

I-DL4

X-DL12

GR1.9

I-GC1

REF

A-70011

GR1.8

HR1-B

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

TOW

GRADE-2' - 11"

53

STAIR313

STAIR114

I-DL4 60

I-DL12

I-DL4

6' - 6 7/8"

1 1/2"

112 114

FLOOR 10"

FLOOR 29' - 9"

FLOOR 318' - 11"

BASEMENT-9' - 0"

TOW

GRADE-2' - 11"

BD

OFFICE218

STAIR217

KITCHEN101

I-DL4 60

I-DL4 60

6' - 6 7/8"

I-DL12

79 M

ain

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605

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11/1

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17 9

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20 A

M


A-505


WYM

AN H

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OVA

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MAI

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MAR

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UM

ENTS

2017

OC

T 30




FLOOR 10"

LANDING-1' - 4 1/2"

18' - 6"

X-CN4

HR3

HR3

-1' - 4 1/2"

-2' - 11"

0"

FLOOR 10"

LANDING-1' - 4 1/2"

9' - 7" 18' - 0"

X-CN4

GR1.5

1' - 0"

1' - 0"

X-CN4

F-CN8F-CN8

GR1.7

HR1-B

2' -

0 1/

2"

8"

1' - 0"

-3' - 5"

-1' - 4 1/2"

-2 1/2"0"

FLOOR 10"

GRADE-2' - 11"

LANDING-1' - 4 1/2"

A

294 SFPORCH

105

1' -

2"X-CN4

A-70012

HR3 HR3

STAIR TYPE 309

FLOOR 10"

GRADE-2' - 11"

A

6R @

6"

2' -

11"

298 SFFOYER

107

X-CN4

A-70014

HR1-B

GR1.6

HR1-B

79 M

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21 A

M


A-506

EXTERIORRAMP

SECTIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/2" = 1'-0"A-2303RAMP 01 EAST

1/2" = 1'-0"A-2301RAMP 2 AND STAIR 08 EAST

1/2" = 1'-0"A-2302EXTERIOR RAMP - SECTION 3

1/2" = 1'-0"A-2304EXTERIOR RAMP - SECTION 4

RADIATOR 2NSR01

STAIR112

I-DL12112114

I-DL4

STAIR217

STAIR217

TYPE 205

HR-2

HR-2

HR3

79 M

ain

Stre

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E 04

605

207.

266.

5822


11/1

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17 9

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22 A

M


A-507

INTERIORELEVATIONS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

1/4" = 1'-0"A-2201101 KITCHEN WEST

1/4" = 1'-0"A-2202112 STAIR WEST

1/4" = 1'-0"A-2203217 STAIR NORTH

1/4" = 1'-0"A-2204STAIR 05 WEST

1/4" = 1'-0"A-2205STAIR 07 NORTH

1/4" = 1'-0"A-2206STAIR 06 NORTH

1/4" = 1'-0"A-2307RAMP 01 WEST

1/4" = 1'-0"A-2308RAMP 2 WEST

2A-660 GR1.2

13

A-660

TYP

4"

PIPE RAIL

PIPE GROUT CORE

CONCRETE

4"PIPE RAIL

CONCRETE

W SHAPE

1 1/2"

4"

WWF

ST. STL.2X2X.250

1 1/2"2 1/4"

1 1/

2"

GR1.2

3' -

6"

4"

A-6606

TYP

A-66011

TYP

3 1/2"

1"

ST. STL.2X2X.250

WWF

CAP RAIL 5/4

WWF

ST. STL.2X2X.250

ST. STL. 1X.250

4"

3' - 0"

HANDRAIL HR3:RAMP RAILING, POST SUPPORTS TO FLOOR.

3' -

0"

1' - 0"

1' - 0"

HANDRAIL HR2:BRACKET SUPPORT TO WALL.RETURN EXTENSIONS TO WALL OR GUARDRAIL BALUSTER. SEE ELEVATIONS FOR SPECIAL RETURN CONDITIONS.

3' -

0"

1' - 0"

1' - 0"

HANDRAIL HR1:POST SUPPORT TO FLOOR AT ENDS. BRACKET SUPPORT TO WALL OR GUARDRAIL BALUSTERS.

11"

FIB. GRATE

FIB. GRATE

7"

MAXIMUM DIMENSION. SEE SPECIFIC REQUIREMENTS.

1 1/

2"

1' - 0"

STAIR TREAD

PLY, 1/2"

PLY, 3/4"

CONCRETE

79 M

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M


A-660

STAIRS &RAILINGS

WYM

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OVA

TIO

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D D

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2017

OC

T 30

1" = 1'-0"1GUARDRAIL GR-1.X

3" = 1'-0"9POST CORE @ CONCRETE

3" = 1'-0"10POST SLEEVE @ CONCRETE

6" = 1'-0"A-66011GUARDRAIL AT BASE

6" = 1'-0"8TYPICAL HANDRAIL AT WALL

1" = 1'-0"A-6602GUARDRAIL TRANSVERSE

6" = 1'-0"A-6606GUARDRAIL AT CAP

6" = 1'-0"A-66013GUARDRAIL PLAN AT BALUSTER

1/2" = 1'-0"3HANDRAIL TYPES

STAIR TYPES

Mark Family and Type Actual Number of Risers

01 Assembled Stair: Type 1 Exterior Fiberglass 902 Assembled Stair: Type 1 Exterior Fiberglass 903 Precast Stair: 3 Precast Stair 504 Assembled Stair: Type 2 Interior Wood Stair 605 Assembled Stair: Type 2 Interior Wood Stair 1106 Assembled Stair: Type 2 Interior Wood Stair 507 Assembled Stair: Type 2 Interior Wood Stair 1108 Precast Stair: 3 Precast Stair 409 Precast Stair: 3 Precast Stair 110 Precast Stair: 3 Precast Stair 5Grand total: 10

RAILINGS

Type Mark Family and Type Count

GR1.1 Railing: Guardrail GR1 Panel 1 1GR1.1: 1GR1.2 Railing: Guardrail GR1 Panel 2 3GR1.2: 3GR1.3 Railing: Guardrail GR1 Panel 3 1GR1.3: 1GR1.4 Railing: Guardrail GR1 Panel 4 1GR1.4: 1GR1.5 Railing: Guardrail GR1 Panel 5 1GR1.5: 1GR1.6 Railing: Guardrail GR1 Panel 6 2GR1.6: 2GR1.7 Railing: Guardrail GR1 Panel 7 2GR1.7: 2GR1.8 Railing: Guardrail GR1 Panel 8 1GR1.8: 1GR1.9 Railing: Guardrail GR1 Panel 9 2GR1.9: 2GR-4 Railing: Guardrail GR6- Wood Picket 1GR-4: 1HR1-A Railing: Handrail HR1-A 1HR1-A: 1HR1-B Railing: Handrail HR1-B 7HR1-B: 7HR1-C Railing: Handrail HR1-C 1HR1-C: 1HR3 Railing: Handrail HR3 Ramp 2HR3: 2HR-2 Railing: Handrail HR2 Wall Mount 12HR-2: 12Grand total: 38

3" = 1'-0"14STAIR TYPE 1

3" = 1'-0"5STAIR TYPE 2

3" = 1'-0"7STAIR TYPE 3

EXT SOFFIT

VINYL TRIM

LAP FLASHING

EPDM

GYP. SHEATHING .500

ACX PLY .750

DIM. LUM.DIM. LUM.

C SHAPE

DIM. LUM.

ROOF FLASHING

POLYISO INSUL.


9.3FIB. GRATE

C SHAPE

ANGLE 2X2X.125

CHANNEL CLIP

1/4-IN BOLT

FLOOR 29' - 9"

H H.1

C SHAPE

LAP SIDING

1/2" CHANNEL CLIP

FRP DOOR

THRESHOLD

FIB. GRATE

ANGLE 2X2X.125

1/4-IN BOLT

FLASHING

FLASHING

DIM. LUM.

FLOOR 29' - 9"

7 7.1

C SHAPE

CHANNEL CLIP

ANGLE 2X2X.125

1/4-IN BOLT

LAP SIDING

WALL FLASHING

SEALANT

LAG SCREW

FLASHING

LAP SIDING

1 1/2"

?

7 7.1

ACX PLY .750

DIM. LUM.DIM. LUM.

C SHAPE

EXT SOFFIT

WALL FLASHING

SEALANT

EMBED. ANGLE

LAG SCREW

FLASHING

LAP SIDING

FLOOR 29' - 9"

DIM. LUM.

WOOD FLOORING

PLY, 3/4"

SIMPSON HANGER

DIM. LUM.

WD. FURRING

5/8" GWB

5/8" GWB

WD. FLAT TRIM

5/8" GWB

DIM. LUM.

5/8" GWBFLOOR 10"

B

THRESHOLD

FLASHING

DIM. LUM.

FLASHING

LAP SIDING

WEATHERSTRIP

DECKING

FLOOR 10"

A

CONCRETE

FLASHING

THRESHOLD

SAND

FLASHING

LANDING-1' - 4 1/2"

THRESHOLD

FLASHING

DIM. LUM.

DECKING

WD. FLAT TRIM

WALL FLASHING

CONCRETE

5"

FLOOR 318' - 11"

DIM. LUM.

ACX PLY .750

POLYISO INSUL.

GYP. SHEATHING .500

EPDM

LAP FLASHING

WALL FLASHING

VINYL TRIM

GUTTER

ROOF FLASHING

ASPHALT SHINGLES

EXT SOFFIT

VINYL TRIM

GUTTER

LAP FLASHING

EPDM

ACX PLY .750

DIM. LUM.DIM. LUM.

C SHAPE

DIM. LUM.

79 M

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A-700

DETAILS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

3" = 1'-0"A-5001ROOF AT DRIP EDGE

3" = 1'-0"A-5003EXT. STAIR LANDING

3" = 1'-0"A-5014EXT. STAIR DOOR SILL

3" = 1'-0"A-5007EXT. STAIR / WALL

3" = 1'-0"A-5006ROOF UNDER SOFFIT

3" = 1'-0"A-5048INT. STAIR BEAM

3" = 1'-0"A-5039WALL CAP

3" = 1'-0"A-50511INT. STAIR FLASHING

3" = 1'-0"A-50614FRONT DOOR SILL

3" = 1'-0"A-50112EXT. RAMP FLASHING

3" = 1'-0"A-5005ROOF AT (E) FASCIA

3" = 1'-0"A-5012ROOF AT GUTTER

1X

PLY, 1/2"

WALL FLASHING

EXT 5/4 TRIM

WALL FLASHING

LAP SIDING

DIM. LUM.

PILASTER

8"

FIB. GRATE

ANGLE 2X2X.125

CLAD DOOR

VINYL TRIM

INSIDE

OUTSIDE

MATCH EXISTING TRIM

COLUMN

2 1/

4"

2 1/4"

PIPE RAIL

PIPE RAIL

EDGE OF STAIR.

EDGE OF RAMP.

6"

6"

2 1/4"

3 3/4"

79 M

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A-701

DETAILS

WYM

AN H

ALL

REN

OVA

TIO

N

MAI

NE

MAR

ITIM

E AC

ADEM

YBI

D D

OC

UM

ENTS

2017

OC

T 30

3" = 1'-0"A-2301PILASTER

3" = 1'-0"2EXTERIOR DOOR STOP

3" = 1'-0"3TYPICAL OPENING TRIM

1 1/2" = 1'-0"A-2304COLUMN AND RAILS

3" = 1'-0"5RAIL BALUSTER GAPS

6" 6"

1'

1' -

0"

MDF, PTD

ALUM CLAD WOOD

GLASS

WF0 AC1 WP0

MDF, PTD

79 M

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A-800

DOORS &WINDOWS

WYM

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OC

UM

ENTS

2017

OC

T 30

1/2" = 1'-0"1DOOR PANEL ELEVATIONS

08 DOORS

MARK TO ROOM FRAME ELEVATION (family) FUNCTIONPANEL TYPE

(type) WIDTH HEIGHTFRAME FINISH (Frame

Material) PANEL FINISH (Finish)PANEL

THICKNESS GLASS TYPE RATING Comments

104 Clad Exterior Single Exterior 3068 AC1 3' - 0" 6' - 8" 1 3/4" LOW E110A Clad Exterior Single Exterior 3068 AC1 3' - 0" 6' - 8" 1 3/4"112 Clad Exterior Single Exterior 3068 AC1 3' - 0" 6' - 8" PTD PTD 1 3/4" LOW-E220 Clad Exterior Single Exterior 3068 AC1 3' - 0" 6' - 8" MTL MTL 1 3/4" LOW-EExterior: 4110 101 Drywall Interior Single Interior 3070 HF0 3' - 0" 7' - 0" 1 3/4" NR111 110 Drywall Interior Single Interior 3070 HF0 3' - 0" 7' - 0" 1 3/4" NR114 108 Wood Interior Single Interior 2668 WP0 2' - 6" 6' - 8" 1 3/4" NR REUSE

EXISTING217 217 Drywall Interior Single Interior 3070 WF0 45 3' - 0" 7' - 0" 1 3/4" 45221 210 Drywall Interior Single Interior 2068 WF0 2' - 4" 7' - 0" 1 3/4" NR222 210 Wood Interior Single Interior 2468 WP0 2' - 4" 6' - 8" 1 3/4" NR301 Drywall Interior Single Interior 3070 WF0 45 3' - 0" 7' - 0" 1 3/4" 45313 313 Drywall Interior Single Interior 3070 WF0 45 3' - 0" 7' - 0" 1 3/4" 45Interior: 8

UP

DN

DN

REF

R.

FR.

OVE

N

UPDN

DN

DN

DN

UP

REF

R.

DN

DN

UP

DN

DN

DN

RADIATORESR08

RADIATORESR07

RADIATORESR09

RADIATOR 2ESR02

RADIATOR 2NSR02

RADIATORESR01

RADIATOR 2NSR01

RADIATORESR03

RADIATOR 2NSR03

RADIATOR 2ESR04

RADIATOR 2ESR05

RADIATOR 2ESR06

RADIATOR 2NSR05

79 M

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M-100

MECHANICALPLANS

WYM

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ENTS

2017

OC

T 30

1/8" = 1'-0"A-5001FLOOR 1 MECHANICAL



EXISTING MECHANICAL

Assembly Code Family and Type Mark

D3050200 Steam Radiator: RADIATOR ESR01D3050200 Steam Radiator: RADIATOR 2 ESR02D3050200 Steam Radiator: RADIATOR ESR03D3050200 Steam Radiator: RADIATOR 2 ESR04D3050200 Steam Radiator: RADIATOR 2 ESR05D3050200 Steam Radiator: RADIATOR 2 ESR06D3050200 Steam Radiator: RADIATOR ESR07D3050200 Steam Radiator: RADIATOR ESR08D3050200 Steam Radiator: RADIATOR ESR09Grand total: 9

NEW MECHANICAL

Assembly Code Family and Type Mark

D3050200 Steam Radiator: RADIATOR 2 ESR05D3050200 Steam Radiator: RADIATOR 2 NSR01D3050200 Steam Radiator: RADIATOR 2 NSR02D3050200 Steam Radiator: RADIATOR 2 NSR03D3050200 Steam Radiator: RADIATOR 2 NSR05D3050200 Steam Radiator: RADIATOR ESR07D3050200 Steam Radiator: RADIATOR ESR08D3050200 Steam Radiator: RADIATOR ESR09Grand total: 8