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Home My WebLink About2023 Sign off Transmittal - New Interior Layout / Urology Assoc. ,,‘- :4,, TOWN OF YARMOUTH :.421, �4 HEALTH DEPARTMENT ''- PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: Building Site Location: 125 A446 61), Proposed Improvement: 0,/ _Eder or Li ,AV fi0 e Uoi kx. ) Cot,( 7 JY � 1 (6 /-fleto,Ved/ Applicant: i _ . No.. 9Y -0363 Address: try J%cta /i'Je 01440(:),//‘ g,t Date Filed: 3,, ZZ_ r **/fyouu would like e-mail notification of sign off, lease provide e-mail address: e .0M Owner Name: ,ld S_Afg /ti.-C Owner Address: tf Liciie4 t4tOr Skki jpi.Uid eit Owner Tel. No.: 5()P -Li -051 i RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: ORV4u .11 (1.) Site Plan showing existing buildings, water line location, SEP 30 2022 and septic system location; HEALTH DEPT. (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: 7 DATE: 2.- .13 -.1,3 PLEASE NOTE COMMENTS/CONDITIONS: SIMPSON H2.5 HURRICANE CLIP ® EACH RAFTER ATTIC FLR _ 1st FLR SIMPSON H2.5 HURRICANE CLIP ® EACH RAFTER-7 PARAPET AT FRONT ELEVATION (BEYOND) —1 -ExISTTNG-2xT2s V2"o.7c—. PROCEDURE 4 LAV I 14N 7Y4' STEEL BEAM to REMA NEST II SCOPE ROOM CORR, 2" DUST UPPER NORTH HALL EXISTING 2xI0s TOI LET ROOM NEW ARCHITECTURAL ROOF SHINGLES w/TRI-FLEX jA UNDERLAYMENT IN R�p RqF _ SIMPSON H2.5 HURRICANE rEo-�'' _ CLIP 6 EACH RAFTER ATT 1 C 157/e"x 7%" STEEL BEAM to REMAIN PROCEDURE 3 EXISTING FLOOR JOISTS TO REMAIN CRAALSPACE SECTION THRU FRONT (STREET SIDE) OFFICES SCALE: 1/4" = 1'-0" SIMPSON H2.5 HURRICANE CLIP ! EACH RAFTER SIMPSON H2.5 HURRICANE PARAPET CLIP ® EACH RAFTER — FRONT ELEVATION ] (BEYOND) —I [ EXISTING 2xl2s 612"o.c. c-- 2nd FLR \ n DR a _lAG NEW N14x26 STEEL - BEAM FLUSH FRAME (NEW 3" x 3" x 114" to w SQUARE STEEL TUBE o z COLUMNS REQUIRED ++ o u IN !NALL UNDER EACH o l END of NEW BEAM) *a CHECK -IN WAI-rIKI st FLR ESENTATI EXISTING ROOM KITCHEN CHIMNEY BEYOND /LUNCH REMOVED EXISTING 12%"x 4" STEEL B to REMA' EXISTING 2xI0s 412"o.c. EXISTING STEEL COLUMN EXISTING FLOOR JOISTS TO PARTIAL FULL BASEMENT m . c SECTION THRU BACK OFFICES SCALE: 1/4" = 1'-0" NEW ARCHITECTURAL ROOF SHINGLES w/TRI-FLEX UNDERLAYMENT V 0 N x NEW N14x26 STEEL w BEAM FLUSH FRAME STAIRWELL (NEW 3" x 3" x 1/4" SQUARE STEEL TUBE COLUMNS REQUIRED IN EXISTING STEEL COLUMN IN NALL UNDER EACH END of NEW SEAM) — EXISTING STEEL COLUMN- STAIRS for '--ry III' TREADS G L 7" RISERS STAIRS to ► BASMENT EXISTING 2xl2s 012"o.c. EAST M CORR. (I 2D II ROOM SIMPSON H2.5 HURRICANE CLIP f EACH RAFTER a EXISTING 2xl2s 012"o.c. HALL TO II MEDICAL ;HECKOUT ASSISTANT SIMPSON H2.5 HURRICANE CLIP 0 EACH RAFTER TOILET ROOM let FLR SIMPSON H2.5 HURRICANE CLIP ® EACH RAFTER let FL l— i 0 u 4-1 z..� /Iu • V� U x' i- O Q, CA 0 •'r a vI O b o � V� O V 4-Jrg v O vCOOD Q� O w O O O d, MLI M lxT DRAWING TITLE: � �p MGM SEO 5ROINS DRAWN BY: CHECKED BY:�, DATE: 09/23/2022 REVISIONS: 8/16/202? f PROJECT No. 02 THIS DRAWING IS PART OF COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO T1 FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. SHEET No. uci_i e.vic rxice urw 2600 GROSS SQ. FT. SECOND FLOOR PLAN SCALE: 3/16" = V-0" Im v WALL KEY NEW I : EXISTING TO REMAIN !AL lu F z a a z 0 u DRAWING TITLE: PROPOSED SECOND FLOOD pL AN DRAWN BY: gg CHECKED BY:� DATE: 09123/2022� ,REVISIONS: 8/16/2021 rPROJECT No. 2102 THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO T1 FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. SHEET No. FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" WALL KEY : EXISTING TO REMAIN \ \ \ \ n L MINIMUM W-6' INSIDE FINISHED ELEVATION AA SOAP C-PAINTS DISPENSER IK4 PLASTIC �r - LAMINATE 5ACKSPLASH TOWEL CPAPER DISPENSER MINMIN. �42" 12' 6' MIN MAX ..44 RAS BAR r } t 1 ELEVATION BB 521 CMR MAAB COMPLIANT LAVS INTERIOR ELEVATIONS L MINIMUM 6'-6' INSIDE FINISHED I. ELEVATION CC fififi HANDICAP LAV AAB 521 CMR COMPLIANT SEP a C, 7022 HEALTH DEPT. 3 30 02 /ev "> rN\'c�� cc L. .. I d z Ln Vko F apa V O N P� O Q � 4-J V di �L � o po o u VQj u1 N '� 4�-I 4�-' u c7 �h O @) Q MCIS LL ��-, DRAWING TITLE: PROPOSED HR3 FL OR Q I DRAWN BY: n t II '', CHECKED BY: "w I I I'DATE: 0912312022 11 02/11/2021 8/1612021 812412022 :PROJECT No. 2102 THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS REFER TO T1 FOR COMPLETE SHEET LIST DO NOT DO TAKE OFFS, RIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. No. A2 f r - SCALE 1 /2" = 1'-0" �0�]�irG1GC�0 o M, DOC�� SIGN DETAIL NEW ARCHITECTURAL ROOF SHINGLES w/TRI-FLEX UNDERLAYMENT--, ,$.2nd PLk _____ _ CIS st FLR _ _ WEST SIDE ELEVATION SCALE: 3/16" = 1'-0" NEW STAIR AND RAMP — FOR AMBULANCE ACCESS 114VI\ 1 1 1 IL LL Vr-%1 IVIV kV 1 1\LL 1 VIVI_ SCALE: 3/16" = 1'-0" SCALE: 3/16" = V-0" EXISTING WINDOW REMOVED. INFILL w/NEW SIDING TO MATCH EXISTING NEW ROOF OVER NEW SIDE ENTRY - STEPS w/IRON RAILING I—(JWLIC OLILJIIVCa LA.IUK EXISTING CHIMNEY TO BE REMOVED - ��ir11��n■ is REMOVED AND FILLED IN w/NEW EXTERIOR WALL TO MATCH EXISTING EXISTING WINDOW REMOVED. INFILL uj/NEW SIDING TO MATCH EXISTING Tnd FLR NEW WINDOWS AT FIRST FLOOR REAR ELEVATION. NEW PVC TRIM TO MATCH EXISTING DETAILS 12'-0" . r SIGN PANEL -A c SIGN PANEL-E :cc ne nwwr_a cr�o I nrnri nil TVPI(_Al F=I F=\/ATir)Kl KlnTf=C- MATERIALS NOTED 2. EXISTING RIDGE IS APROXIMATELY 25'-0II ABOVE GRADE. 3_ (6 QTY.) NEW WINDOWS TO BE ADDED AT FIRST FLOOR. SEE FLOOR PLAN AND ELEVATIONS FOR LOCATIONS. 4. NEW TRIM TO MATCH EXISTING. 5. (2 QTY.) WINDOWS AT FIRST FLOOR TO BE REMOVED 6. (1 QTY.) WINDOW AT SECOND FLOOR TO BE REMOVED 7. DAMAGED OR MISSING SIDING TO BE REPAIRED OR REPLACED AS NEEDED. REPAIRED AND REPLACED SIDING TO MATCH EXISTING. 8. DAMAGED OR MISSING TRIM TO BE REPAIRED OR REPLACED AS NEEDED. REPAIRED AND REPLACED TRIM TO MATCH EXISTING. 9. EXISTING ASPHALT ROOF TO BE REPAIRED AS NEEDED. REPAIRED ROOFING TO MATCH EXISTING. EW WINDOW DRAWING TITLE: PROPOSED ELEVATMNS DRAWN BY: CHECKED BY:Lv, DATE 0912312022� REVISIONS: 7/2012021 8/18/2021 9/18/2022 ' PROJECT No. 21 02 I' THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS- REFER TO TI FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, RIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. SHEET No. EAST SIDE ELEVATION SCALE: 3/16" = V-0" EXISTING DRIVE-THRU WINDOW TO BE REMOVED AND FILLED IN w/NEW EXTERIOR WALL AND WINDOWS TO MATCH EXISTING NEW WINDOWS AT FIRST FLOOR EAST ELEVATION. NEW PVC TRIM TO MATCH EXISTING DETAILS NEW GRANITE STEPS w/IRON RAILING fan-m -nm oocso 1800 GROSS SQ.FT. BASEMENT PLAN SCALE: 3/16" = V-0" EXISTING SECOND FLOOR PLAN SCALE: 3/16" = V-0" w rt z 0 .. • O U 4 u 0 rr^^ vJ w ,^ `n W J; !"1 0 1^ V j O b cn yO V' 0 y U u 4-J N O d u O V1 a� I T� F4 00 R o w +--1 4-J C7 c w 44 CIS Qj cd I DRAWING TITLE: E=T� NO SECOND FLOOR o PARTUL BASEMENT PLAN ', DRAWN BY: )V a II I',, CHECKED BY: A.P,° I I ''', DATE: 09/23/2022 ] ,PROJECT No. 2102 THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO Tt FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. SHEET No. AB3 C� isrima, H a z � 7772 GROSS SQ. FT. EXISTING FIRST FLOOR PLAN SCALE: 3/16" = 1'-0" DRAWINGTITI MUM MRST FLOOR PLAN DRAWN BY: CHECKED BY:�, DATE: — 09/23/2Q22 REVISIONS: PROJECT No. 2102 THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO Ti FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. No. 7SHEET MUM C� EXISTING CHIMNEY TO BE ATTIC FLR I$ - EXISTING WEST SCALE: 3/16" = 1 1-0- SCALE: 3/16" = l'-O" EXISTING SOUTH ELEVATION E: 3/16" = l'-O" EXISTING EAST SIDE ELEVATION 3/16" = l'-O" K3 iol vt nfR� DRAWING TITLE: pp LEVA7 ETMNS F DRAWN & BY: CHECKED -BY: J�] DATE: ........ 09/2312022] REVISIONS: - PROJECT No. 2102 THIS DRAWING S PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO TI FOR COMPLETE SHEET LIST. DO NOT DO TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. SHEET No. B I AS BU�L-r� I ARCHITECT: G LAM P I ETRO ARCHITECTS 354 Gifford Street TEL 508 540 7400 Falmouth, MA 02540 EMAIL info@giampietroarchitects.com ALL DRAWINGS AND WRITTEN MATERIAL AR E THE SOLE PPRROPERTY OF L. L. F. dIAMPIETTRBO gARCHTTEtlT P.C. AND U I(1 WI BOUT THE EXPY NOT BE RE0p WRITTEHEDN d�NOENT OF ED R ABBREVIATIONS AB. ANCHOR BOLT AF.F. ABOVE FINISH FLOOR ACT ACOUSTICAL THE ALUM ALUMINUM ANOD ANODIZED • A OW BTACEhtEiT BIT BITUMINOUS BLK BLOCK BI.K6 BLodmd BOTT BOTTOM B.O.W. BOTTOM OF WAIL BM BEAM BLDd BUIDINd CPT CARPET dSMT OMAEN dS CAULK(Did) dIDS CLOSET COL COLUMN CONC. CONCRETE dMU CONCRETE MASONRY UNIT GOxST. ooNSTRucnoN GONT. CONTINUOUS W CONTROL/dONOTR. JOINT DET. DETAIL DIA DIAMETER DIM. DIMENSION DR DOOR DH DOUBLEHUNd DRWR DRAWER D*G(0) DRAWINd(0) DF DRINKINd FOUNTAIN DIN DISHWASHER ELEC. ELE&Md(AL) EL ELEVATION ELEV. ELEVATOR EVER EMERGENCY EQ EQUAL Ma . EIDSTINd or EXd. EJ EXPANSION JOINT EXP EXPOSED EXT. EXTERIOR FIN FINISHED FA FIRE ALARM F.B.O. FURNISHED BY OWNER FE FIRE MINdUIMIERR FL FLAOR(ING) FLUOR FLUORESCENT GENERAL NOTES FT FOOT Fro. FOOTINd FND. FOUNDATION FURR FURRED(INd) d CIAO OALV. CIALVANIZED dd GIENERAL CONTRACTOR dL dLAS0/d1AZIK6 OR GIRADING dYP.BD. CYPOW BOARD HDBD HARDBOARD HDWD HARDWOOD HVAd HEATINd,VENTDATIK6. & AIR JONDITIONINd HDWR HARDWARE HdT HEIdHT H.M. HOLLOW METAL INSUL INSULATION INT. INTERIOR JT JOINT LAM. LAMINATE LAY. LAVATORY L LENGTH MMFR MANUFACTURER M.O. MASONRY OPENINd MAT. MATERIAL MAX MAXIMUM MEdH. MECHANICAL INSUL INSULATION INT. INTERIOR JT JOINT LAM. LAMINATE IAV, LAVATORY L LENGTH MFR MANUFACTURER M.O. MASONRY OPENING[ MAT. MATERIAL MAX MAXIMUM MESH. MECHANICAL MIN. MINIMUM MID. MOUNTED NO NUMBER NOM. NOMINAL N.I.d. NOT IN CONTRACT N.T.S. NOT TO SCALE O.C. ON CENTER OH OVERHEAD OPNO. OPENING[ PTD. PAINTED PNIL PAM 1. The General Conditions state that the Contract Documents are complimentary. 2. Provide the services of a Massachusetts Registered Surveyor to layout structure on site and establish existing elevations. Elevation of finished floor shall be established by Architect with elevation information provided by Surveyor. 3. The General Contractor is responsible for all the work. A. Build and install parts of the Work level, plumb, square and in correct position. B. Make joints tight and neat. If such is impossible, apply moldings, sealant or other joint treatment as directed by Architect. C. Under potentially damp conditions, provide galvanic insulation between different metals which are not adjacent on the galvanic scale. D. Apply protective finish to parts of the Work before concealing them. For example, paint door tops, bottoms, glazing stops, glazing rabbets, and hardware cutouts before hanging doors, and paint corrodible mounting plates before installing parts over them. E. Where accessories are required in order to install parts of the Work in usable form and to make the Work perform properly, provide such accessories. If special tools are required to maintain, adjust and repair products, provide them. F. Follow manufacturer's instructions for assembling, installing and adjusting products. Do not install products in a manner contrary to the manufacturer's instructions unless authorized in writing by the Architect. G. Adjust and operate all items of equipment, leaving them fully ready for use. H. The division of the Documents into Architectural, Structural, Electrical, Mechanical, Plumbing and Civil components is not intended as division of the Work by trade or otherwise. I. Provide utility installations from lot line to house including underground electrical, water, telephone and CATV to comply with all local codes and requirements. J. Concrete shall have compressive strength of 3000 psi @ 28 days for walls and 4000 psi @ 28 days for slab work, and reinforcing rods & woven wire fabric (WWF) per drawings. Where noted, provide hard steel trowel finish on slabs. Dampproofing shall be factory manufactured semi -mastic consistency from asphalts and mineral fibers, and installed on all walls and footings. Piers for decks shall be concrete filled Sonotube forms. PART. PARTITION PL. PLATE PIAO. PIASTER P.IAM. PLASITd LAMINATE PLso. PLuMBINd PLYWD PLYWOOD P.T. PRESSURE TREATED Q.T. QUARRY TILE REQ'D REQUIRED REF. REFRIdERATOR REV. REVISIONS R RISER R.D. ROOF DRAIN RIC ROOM R.O. ROUGH OPENING[ SECT. SECTION SdRED. SCHEDULE SPEC. SPECIFICATIONS STD. STANDARD &POIE om STEEL SUSP. SUSPENDED THK THICK T&B TOP&BOTTOM T&d TONdUE&GROOVE T.O.F. TOP OF FOUNDATION T.O.W. TOP OF WALL T TREAD TYP. TYPICAL UNFIN. UNFINISHED V.I.F. VERIFY IN FIELD VIN VINYL VdT VINYL dOMPOOITION TILE VOW VINYL WALL dovERING Wd WATER CLOSET W WIDE/WIDTH WITH W/o WITHOUT WOW. WINDOW W.W.M. WELDED WERE MESH rtD WOOD AaB,I�_i;t_per.9�44,a.MIRJ ®I M� n illml �=1 •-'s f �.� F ti_� •yv 1 =t �e' !�'; �f� I� li r : t SYMBOLS NORTH ARROW SECr.ON INDICATOR - LETTER IN TOP HALF OF CIRCLE INDICATES A THE 5P➢dIF1d SECTION. THE NUMBER i AND LETTER IN THE BOTTOM HALF INDICAT➢S THE DWd. ON WHICH THE §ECTION APPEARS + 45.5 NEW SPOT ELEVATION 45.5 E EXIMC, SPOT ELEVATION iv 45 NEW CONTOURS 45 EXISTING[ CONTOUR ELEVATION MARK COLUMN COORDINATES & REFERENCE ORID LINES 101 ROOM NUMBER O DOOR NUMBER qO WINDOW TYPE �j WALL TYPE 4. The General Contractor shall verify all dimensions at the site and shall notify the Architect of any discrepancies before proceeding with the Work or purchasing materials or equipment. Verify critical dimensions in the field before fabricating items which must fit adjoining construction. 5. All details are typical unless otherwise noted and are not necessarily shown in the Documents at all locations where they occur. 6. The Architectural Documents govern the location of all Electrical and Mechanical items installed as a part of the Work. 7. Existing items which are not to be removed and are damaged or removed in the course of the Work shall be repaired and replaced in like new condition without cost. 8. Existing surfaces disturbed during the course of the Work shall be reconstructed and finished to match adjoining surfaces. Patched areas shall be finished in such a manner as to provide visual and structural continuity across the entire affected surface. 9. All voids created or surfaces disturbed resulting from cutting, removal or installation of elements as part of the Work shall be filled and finished to match adjoining construction. 10. Except as provided in the Documents, no structural member or element shall be cut without written approval of the Architect. The General Contractor shall coordinate all cutting and shall advise the Architect of any potential conflicts with new or existing structure. 11. Demolition work shall only be carried out once all temporary shoring and bracing is in place. Removal of all temporary supports shall be completed only after new work is secure and complete. 12. All materials, equipment and workmanship shall conform to the requirements of authorities having jurisdiction of the Work. 13. All materials and equipment shall comply with the Occupational Safety and Health Act, including all amendments. 14. All materials and equipment shall conform to the requirements of authorities having jurisdiction regarding not using or installing asbestos or asbestos -containing materials. 15. All paint used on all products and assemblies shall conform to A.N.S.I. Z66.1, Specifications for Paints and Coatings Accessible to Children to Minimize Dry Film Toxicity. INTERIOR ELEVATION-.-x-«-.- WELDED r LRE MESH NUMBERS INDICATE ELEVATION AI NUMBER & LETTER INDICATES PROPERTY LINE THE DRAWINd WHERE THE ELEVATIONS ARE LOCATED - CENTER LINE CONCRETE - PLAN OR SECTION ® BRICK - PLANS OR SECTIONS CONCRETE BLOCK PLANS OR SECTIONS PLYWOOD, IARdE SCALE STEEL, LARGE SCALE ROUGH LUMBER FINISH LUMBER INSULATION - RIdID INSULATION - BATT 16. The General Contractor shall submit to the Architect for review and approval, shop drawings for all manufactured structural elements (ie.: steel beams & columns, LVL beams, truss joists, wood roof trusses, steel joists, etc.) in accordance with 780 CMR Section 116.2.2 entitled 'Architect/Engineer responsibilities during construction". 17. The General Contractor shall notify the Architect / Engineer of required inspections at least two (2) days in advance. 18. All warranties, guarantees and service maintenance agreements shall commence with the issuance of the occupancy permit so that the Owner may receive full use of the item for the guarantee or warranty period 19, GENERAL WORK TO BE PERFORMED AS PART OF THE GENERAL CONSTRUCTION: A. Seal cracks and openings to make the exterior skin of the building tight to water and air entry. B. Provide adequate blocking, bracing, nailers, fastenings and other supports to install parts of the work securely. Blocking, bracing, milers, fastenings and other supports Shall be of a type not subject to deterioration or weakening as the result of environmental conditions or aging. C. Perform cutting and patching for all trades. Patch holes where ducts, conduit, pipes and other products pass through or are being removed from existing construction. D. Provide chases, furred spaces, trenches, covers, pits, foundations and other construction required in conjunction with the Work. If such construction is not shown on the Drawings, coordinate with Architect for sizes and placement. E. Provide and coordinate access doors and panels as required for access to equipment requiring adjustment, inspection, maintenance or other access and as required for access to spaces not otherwise accessible, such as attico and crawl spaces. F. Check Drawings and manufacturers' literature for requirements for bases, pads, and other supporting structures. Provide such structures. Remove supporting structures associated with removed equipment and patch remaining surfaces. G. As part of one year warranty specified in the General Conditions, repair cracks and other damage which occur as a result of settlement and shrinkage during the first year after Substantial Completion. 20. All work shall conform to the applicable sections of the Ninth Edition of the Massachusetts State Building Code (Basic/Commercial) SCHEDULE OF DRAWINGS T7 TITLE SHEET (THIS SHEET) T� _- =- AB1 EXISTING ELEVATIONS SEP 3 r, 2022 AB2 EXISTING FIRST FLOOR PLAN HEALTH HEALTH DEPT. A63 &XPARTIAL EXISTING BASEMENT PLAN Al PROPOSED ELEVATIONS A2 PROPOSED FIRST FLOOR PLAN A3 PROPOSED SECOND FLOOR PLAN A4 CROSS SECTIONS A5 WEST & SOUTH ENTRANCE DETAIL STAIR & CONCRETE RAMP DETAIL A6 SECOINSD FLOOR FRAMING PLAN G-AB1 ELEVATIONS& FE1$ARN KKSST FLOOR PLAN G-Al ELEVATIONS &A FIRST FLOOR PLAN PO.1 PLUMBING LEGEND P1.0 PLUMBING BASEMENT WASTE & VENT PLAN P1.1 PLUMBING FIRST FLOOR WASTE & VENT PLAN P1.2 PLUMBING SECOND FLOOR WASTE & VENT PLAN P2.0 PLUMBING BASEMENT WATER PIPING PLAN P2.1 PLUMBING FIRST FLOOR WATER PIPING PLAN P2.2 PLUMBING SECOND FLOOR WATER PIPING PLAN P5.1 PLUMBING SCHEDULES P6.1 PLUMBING DETAILS MO MECHANICAL LEGEND MEB MECHANICAL BASEMENT DEMOLITION PLAN ME1 MECHANICAL FIRST FLOOR DEMOLITION PLAN ME2 MECHANICAL SECOND FLOOR DEMOLITION PLAN M1B MECHANICAL BASEMENT DUCTWORK PLAN M11 MECHANICAL FIRST FLOOR DUCTWORK PLAN M12 MECHANICAL SECOND FLOOR DUCTWORK PLAN M2113 MECHANICAL BASEMENT PIPING PLAN M21 MECHANICAL FIRST FLOOR PIPING PLAN M22 MECHANICAL SECOND FLOOR PIPING PLAN M4 MECHANICAL VRF RISER DIAGRAM M5 MECHANICAL SCHEDULE,$ M6 MECHANICAL DETAILS M7 MECHANICAL DETAILS RECEIVED EO.1 ELECTRICAL LEGEND ES1.1 ELECTRICAL SITE PLAN SEP 3 0 2022 ES1.2 ELECTRICAL SITE DETAILS HEALTH DEPT. ES1.3 ELECTRICAL SITE DETAILS ED1.0 ELECTRICAL DEMOLITION FLOOR PLAN ED1.1 ELECTRICAL DEMOLITION FLOOR PLAN ED1.2 ELECTRICAL DEMOLITION FLOOR PLAN E1.0 ELECTRICAL LIGHTING FLOOR PLAN E1.1 ELECTRICAL LIGHTING FLOOR PLAN E1.2 ELECTRICAL LIGHTING FLOOR PLAN E2.0 ELECTRICAL POWER FLOOR PLAN E2.1 ELECTRICAL POWER FLOOR PLAN E2.2 ELECTRICAL POWER FLOOR PLAN E4.1 ELECTRICAL RISER DIAGRAMS E5.1 ELECTRICAL LIGHTING FIXTURE SCHEDULE E5.2 ELECTRICAL LIGHTING FIXTURE SCHEDULE EFOA ELECTRICAL FIRE ALARM LEGEND EF1.1 ELECTRICAL FIRE ALARM FLOOR PLAN EF1.2 ELECTRICAL FIRE ALARM FLOOR PLAN FP0.1 FIRE PROTECTION LEGEND FP1.0 FIRE PROTECTION BASEMENT PLAN FP1.1 FIRE PROTECTION FIRST FLOOR PLAN FP1.2 FIRE PROTECTION SECOND FLOOR PLAN FP6.1 FIRE PROTECTION DETAILS DO NOT ALE rrOM ® A Jzi 0 U NH- I LL V Cd s~ C) O � C) � I Qr to 0 0 � O U +, N � vo o � O CCyI.�.1 U } I (7 O 0 Lfi Td M Cx., cl DRAWING TITLE: [DRAWNBY CHECKED BY: yM� DATE: 09123/2022 I No. 2102 THIS DRAWING IS PART OF A COMPLETE ARCHITECTURAL SET. THERE IS INFORMATION PERTAINING TO THIS DRAWING ON OTHER SHEETS. REFER TO T1 FOR COMPLETE SHEET LIST. DO NOT 00 TAKE OFFS, BIDDING OR CONSTRUCTION ON THIS STRUCTURE WITHOUT A COMPLETE SET. No. T1