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Home My WebLink AboutDecisions 3385 and 3386 Golf Course Building ImprovementsiIII III �I III i, IIJ ,lii, II � II I I ��A I � I,i�l �I III �,I � i � I II ✓ �� .i NIIII� i I i j• i;ill I I II I 1 V, I;III jI;I�Fit I'll]-�IAI1IlitT s III I 13' H S tN I I I Ii�L (1�())J I I �Y (.1)" I Ll 0 JIIIC7 T R A ARCHITECTS STRUCT. ENG. BROWN E LiNDQUiST ALAN W. JONES 926 MAiN ST. P.O. BOX 79 YARMOUTHPORT, MA SANDWICH, MA 608-362-2727 808-888-3164 MECH. ENGINEER ELECT. ENG. ARH ENGINEERING INC. LETENDRA CONSULT'S P.O. BOX 328 700 W.CENTER ST. SAGAMORE, MA W.BRiDGEWATER, MA 808-888-8461 808-883-2224 ELEVATOR CONSULTANT SYSKA E HENNESY 1 BROADWAY CAMBRIDGE, MA 617-877-9900 IaST OF EMU WEN G5 T-1 TiTLE SHEET A-1 PHASING LEGEND e BUILDING DATA A-2 DEMOLITION PLAN - GROUND a. IST FL., BLDG. 1 A-3 GROUND FLOOR PLAN,, BLDG. I A-4 FiRST FLOOR PLAN, BLDG. I A-6 EXTERIOR ELEVATIONS, BLDG. 4 A-6 EXTERIOR ELEVATIONS, BLDG. I A-7 INTERIOR ELEVATION - GROUND FLOOR, BLDG. 1 A-8 INTERIOR ELEVATIONS - FiRST FLOOR, BLDG. 1 A-9 BULiDiNG SECTIONS, BLDG. 1 A-10 BUILDING SECTIONS, BLDG. 1 A-11 REFLECT. Ci -G. PLAN a FiNiSH SCHEDULE, BLDG. 1 A-12 DOOR / WiNDOW SCHEDULE 6 DETAILS, BLDG. 4 A-13 FOUNDATION PLAN E DETAILS, BLDG.1 A-14 FRAMING PLANS, BLDG. I � A-1- SITE PLAI`I ' 6 FLOOR PLAN, BLDG. 2 / A -1r) EXTERIOR ELEVATIONS, BLDG. 2 �-- A-17 BUILDING SECTION & DETAILS, BLDG. 2 A-48 FLOOR PLAN 9 DEMOLITION PLAN, BLDG. 3 A-19 MEZZANINE PLAN E REFLECT. CLG. PLAN, BLDG. 3 A-20 INTERIOR E EXTERIOR ELEVATIONS, BLDG. 3 A-21 SCHEDULES E DETAILS, BLDG. 3 A-22 FiRST FLOOR PLAN E BUILDING SECTION, BLDG. 4 IF OR A-23 EXTERIOR ELEVATIONS, BLDG. 4 A-24 FOUNDATION PLAN 6 STRUCT. DETAILS, BLDG. 4 VIII ' I� j IP-4PLUMB. - BLDG. 4 ()F P-2 PLUMB. - DETAILS r SCHEDULES, BLDG. 1 P-3 PLUMB. -BLDG. 3 P-4 PLUMB. - SCHEDULES E DETAILS, BLDG. 3 H-1 HVAC - GROUND FLOOR, BLDG. 4 [ 1I. U IF H-2 HVAC - FiRST FLOOR, BLDG. 1 H-3 HVAC - SCHEDULES a DETAILS, BLDG. I H-4 HVAC, -BLDG. 3 3/1{,,! H -v HVAC - SCHEDULES E DETAILS, BLDG. 3 E-1 ELECT. - SiTE PLAN J CAK FROWARD E-2 ELECT. - GROUND FLOOR LIGHTING PLAN, BLDG. I CHARLOTTE. STl:jR-44'j E-3 ELECT. - GROUND FLOOR POWER PLAN, BLDG. 1 E-4 ELECT. - FiRST FLOOR LIGHTING PLAN, BLDG. 1 A URtiliFiN 1115CIT I T E -MLI E-6 ELECT. - FiRST FLOOR POWER PLAN, BLDG. 1 E-6 ELECT. - FLOOR PLANS, BLDG. 2 E-7 ELECT. - FLOOR PLANS, BLDG. 3 E-8 ELECT. - FLOOR PLANS, BLDGA E-9 ELECT. - LEGEND 81 SCHEDULES NOTE: THIS CONTRACTOR SHALL CO- ORDINATE HIS WORK 411TH THAT CF THE SITE CONTRACTOR U"=R' SEPARATE CONTRACT W17H THE OWNER NEW LANDSCAPING BY OWNER EXIST SHRUBS iN WORK LIMIT '" ------ - AREA SHALL BE BALLED & - BURLAPPED BY THIS CONT. SEE - SPECIFICATIONS RELOCATE EXIST GREASE TRAP AS SHOWN MOUNT 'HANDICAPPED ENTRA!'=' EXIST PATH TO REMAIN N ON EXIST LIG- POST - SIG ; NEW CONCRETE WALKS BY THIS CONTRACTOR EXIST 1500 GAL GREASE ` TRAP TO BE RELOCATED - AS SHOWN, BY THIS CONT.ER` EXI5T SPLIT RAIL TO RE^^A'� '< - PROVIDE ALL NECCSSAY �a—LIMIT OF WORK LIN - PIPING AND OTHER APP- URTENENCES REQUIRED TO COMPLETE THE WORK. RUILMING 41 NEW PRE-ENGINEERED COLD STORAGE BUILDING PHASE 'I: COMMENCE CONSTRUCTION IMMEDIATELY AFTER CONTRACT AWARD RETAINING WALL BY GENERAL CONTRACTOR -SEE DWG. A-15 LIMITS OF CLEARING E ROUGH GRADING BY GENERAL CONTRACTOR CONC APRON BY GENERAL CONTRACTOR ALL BITUMINOUS PAVING N.IC. EXIST PATH TO REMAIN - T ' Q�PHASiNG/SITE PLLAN� BUILDING'I - RENOVATIONS TO EXISTING ACS' -i0 ^I TO CART STORAGE BUILDING ,Q -'j SCALE: T 50'-O' GOLF CLUBHOUSE r ^,`,"" 1 -, 0 50 100 PHASE 5: COMMENCE 1 OCTOBER 1997 PHASE 4: COMMENCE 15 OCTOBER 1997 W/ EXTERIOR FEATURES, RAMPS. STEPS, ETC COMMENCE 1 NOVEMBER 1997 W/ INTERIOR 1,,,' r... �) DEMOLITION AND REMAINDER OF WORK CONTRACTOR'S TRA'LER E STAG -^G AREA FROM _. 1 NOVEMEER 1=97 TO CON='LET'C'- OF PROJECT. N 200 FT QJg ��g i DATA: RENOVATIONS TO EXISTING GOLF CLUBHOUSE USE GROUP: AREA -FIRST FLOOR: AREA -GROUND FLOOR: TOTAL AREA: CONTINUATION OF EXISTING USE GROUP. 1849 SF , DWG.: .}✓BAY6ERRY/CLL6HCU5/ A1P4A8E.0WG REVISIONS: 2188 SF PROJECT TEARI: 4037 SF i3J!! Li ENG 2 EPA it A: ADDITION TO EXISTING CART STORAGE BUILDING USE GROUP: CONTINUATION OF EXISTING USE GROUP AREA -EXISTING BUILDING: 3200 SF AREA -ADDITION: 1280 SF TOTAL AREA: 4480 SF G CU EHJ DI G a' EDAFA: RENOVATION TO EXISTING MAINTENANCE BUILDING USE GROUP: AREA -EXISTING BUILDING: AREA -RENOVATED SPACE: ARCHITECTS BROWN & LINDQUIST 926 MAIN ST. YARMOUTHPORT, MA 506-362-2727 STRUCT. ENG. ALAN W.JONES P.O. BOX 79 SANDWICH, MA 508-886-3154 MECH.ENGiNEER ARH ENGINEERiNG INC. P.O. BOX 328 SAGAMORE, MA 508-888-5461 ELECT. ENG. LETENDRA CONSULT'S 700 W.CENTER ST. W.BRiDGEWATER, MA 508-583-2224 ELEVATOR CONSULTANT CONTINUATION OF EXISTING USE GROUP. SYSKA & HENN55Y 1BROADWAY 4800 SF CAMBRIDGE, MA 617-577-9900 3200 SF -INCLUDED IN AREA OF EXISTING BUILDING lJlIL DIIN RATA: NEW COLD STORAGE BUILDING (COURSE EQUIPMENT STORAGE GARAGE) USE GROUP: S-2 AREA -NEW BUILDING: 4800 SF A`S 'lf TRIM0LR`7a LJ EJ aJ�� ID O NEW PAR71710N NEW CMU EXISTING PARTITION TO REMAIN 17EM TO BE DEMOLISHED ❑ SOLiD WOOD COLUMN DOOR NUMBER Fl -4-2-1 ROOM NUMBER 4INTERIOR ELEVATION A-8 A-8 DETAIL KEY WALL TYPE WiNDOW TYPE d BUILDING/WALL SECTION A-9 OKi7CHF-N EQUIPMENT TOILET ACCESSORY QC r e e rZ A Res'! D� r t ml p NQ rpm ti C `eJ TITLE PHASING/SITE PLAN DATE 26 FEB. 1997 DRAWN BY: PGB/KER SCALE: NOTED DRAWING NO.: In fil BUILDING i . 6 SKIN SiDiNG ENTIRE REAR ELEVATION ------�--------------------------------------------------------------— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — -----------------, _-------------------------�----------�° ------------- -- -- ---------u°-----------�------------- -----� I I III ( DEMO GWB CEILING ABV. EXISTING CEILING TO REMAIN ABOVE DEMO GWB CEILING ABV. 1 I I f III DEMO SHINGLE SIDING I I I ENTIRE REAR ELEVATION EXIST. BASE BPD. I i RADIATION TO REMAIN. I I I REFER TO HVAC I I I PLANS FOR SCOPE I / h OF NEW WORK. 1 fl I — III SEE FLOOR PLANS I I I I\ 19 18 i i I I DEMO DOOR AND FRAME 1 1 I I I � III DEMOLISH EX15rING FLOOR FRAMING DEM L1SH EXISTING AS REQUIRED 7777jj��0000 COMLETE CAS WORK, RESILIANT NEW WORK. FLO RING AND WATER DAMAGED PLYWOOD/ 17 SUB OCR- BEHIND COUNTER. �� / DEMOLISH COUNTERTOP / III PROVIDE TEMPiRARY BRACING (ASSUME 64 SQ.FT SUBFLOORi�id / 2OF EXISTING HI POST dDEri TES KITCHEN EQUIP. SUPPORTING R OF TO BE DISCONNECTEDAND IRELOC:ATED BY G.C. $ I DEMOLISH EXISTINGSEE KITCHEN EQUIPMENTWINDOWSIREL CATION SCHEDULE FOREQUI MENTDESCRIPTION.114 IDEMOLISHEXISTING H41 DECK AND RAIL1riG5 I I/EXIS 1NG GABLE WALL11 t I , / I ABO E TO REMAINI/A EXISTING GABL13 WALL / / _ I 43/IABOVE TO BE EMOLISHED DEM�LISH EXISTING STAIR /,// /// AND HANDRAILS. 00 %/// // // // ///,k, /// I I I i I J / // /////// / ///�/ / 1i I DEMO DOOR A D FRAME - EXIS . TOILET FIXTURES " -_�11� 1 O O I I I I I IL /,/ ��( / 8 AC7-ESSORiES TO BE l I I Q2 I 46 I I I / X/ / I COORDINATED MOLITION REU ED I I O I WITH PROPOSE EDGE OF J I I I I NEW STAIR AND, ELEVATOR. - PRESERVE ALL EXISTING---- / WAINSCOTTING, TYP. SALVAGE WINDOW W FOR REUSE, ( TYPE " 1 I all SKIN SIDING I 1 SKIN SIDING it )II I \\ II II,U---------a 1 v I I I I CUT OPENING FOR I I II I I I I 1 N I I I . L---- ---------- 1— --J SKIN NEW WINDOW SKIN EXISTING WALLS TO THE LIMITS INDICATED CAREFULLY PRESERVE EXISTING WOOD WAiNSCOTT TO THE LINES AND LIMITS INDICATED ON FLOOR PLANS 9 ELEVATIC DEMC EXISTING CANOPY. AND ROOF SHINGLES AS REQUIRED TO COMPLETE THE NEW WORK. DEMOLISH EXISTING DECK, CO U' NS AN-' CONCRETE F. C '"GS EXEL' AS NO DEMOLISH CONC. STOOP, FOUNDATION AND SIDEWAL TO PARKING AREA EXISTING FROST DEMOLISH COLUMNS, TYP. I WALL TO REMAIN DEMOLISH CONC. CURB 1 DEMOLISH ALL PLUMBING TO BELOW NEW FLOOR II II \ FIXTURES, PARTITIONS SLAB LEVEL. BURN OFF ii\` II \ TO PLS SHO N. PREFER EXPOSED REBAR. SEE DWG. A-9 CAP BELOW FLOOP.INFILL INFILL WITH CONC. \ / EXTENT C= EXIST. CONC. I I - \ / I F_CCP SLAB TO REMAIN I I J LE ✓OL1S� EXISTING CONCRETE LI IIT U.I �r lF-CCR SLAB AS REQUIRED TO Ilf I \\ // iNS7ALL NEW ELEVATOR. III I I II II TO LINES REQUIRED III I I II II I vv // d� III I I it II I DEMOLISH WALLS, CASEWORK hII µi I I (I �I, II Imo), I ETC.. TYP. 1�==Ili �J II LJ \ / P EX'ST. STEEL COLUMNS TO /� L`=o'j L-o—J " \ / ' PE474. =EMOVE FINISHES / L( =J �-_ _Jil- A - -) DEMO COLUMN ANb / TYP., UNLESS NOTED I _ FOOTING, THIS COL-bt\N / / I rrro�� (fir 11 _ ONLY �__� I I I III I I L—J I L_ L`J 4J -----------J U I ------------I i i II I 1 VIitI NE �-T-L----- \ n I I Ill �I / l i L--- ------- ------3 I, I L---- III —— II�-----------JI O --- / I I ------------ ------------� ---------- 1 II \ N \ II 12�) GROUND FLOOR A-2 SCALE: 1/4" = T -0 - SKIN WALLS DOWN TO ROUGH STUD EXISTING MECHANICAL ROOM WALLS AND DOOR TO REMAIN CUT OPENING FOR NEW DOOR AS SHOWN ® dE1l\ � DISCONNECT 9 REMOVE EXiST WATER HEATER EXISTING BOILER TO REMAIN MECH CONTRACTOR SHALL COORD'NATE DISCONNECTION OF ABANDONED LINED WITH DEMOLITION CONTRACTOR. EXISTING CONCRETE FOOTINGS AT EXISTING SiD=_ DOOR TO REMAIN. TYP. OF 2 SEE DWG A-2 111111 11111111111 11111 111111liq1111111111111 11 1 MARK CUT NEW OPENINGS/ MODIFY 0 OPENINGS AS REQUIRED TO DESCRIPTION COMPLETE NEW WORK. 1 UNDERCOUNTER COOLERS DISCONNECT AND RELOCATE TO KiTCHEN 010 2 36'X36' S.S. WORK TABLE EXISTING SHRUBS EFFECTED BY 3 NEW WORK SHALL BE RELOCATE TO KiTCHEN 010 BALLED IN BURLAP AND STOPED _ 241X24' GRILLE AS DIRECTED BY OWNER 5 SEE SPEC. _ FIRST FLOOR 6 BURNER COMMERCIAL RANGE A-2 SCALE: 1/4" = 1'-0• I II I I I I 1 N I I I . L---- ---------- 1— --J SKIN NEW WINDOW SKIN EXISTING WALLS TO THE LIMITS INDICATED CAREFULLY PRESERVE EXISTING WOOD WAiNSCOTT TO THE LINES AND LIMITS INDICATED ON FLOOR PLANS 9 ELEVATIC DEMC EXISTING CANOPY. AND ROOF SHINGLES AS REQUIRED TO COMPLETE THE NEW WORK. DEMOLISH EXISTING DECK, CO U' NS AN-' CONCRETE F. C '"GS EXEL' AS NO DEMOLISH CONC. STOOP, FOUNDATION AND SIDEWAL TO PARKING AREA EXISTING FROST DEMOLISH COLUMNS, TYP. I WALL TO REMAIN DEMOLISH CONC. CURB 1 DEMOLISH ALL PLUMBING TO BELOW NEW FLOOR II II \ FIXTURES, PARTITIONS SLAB LEVEL. BURN OFF ii\` II \ TO PLS SHO N. PREFER EXPOSED REBAR. SEE DWG. A-9 CAP BELOW FLOOP.INFILL INFILL WITH CONC. \ / EXTENT C= EXIST. CONC. I I - \ / I F_CCP SLAB TO REMAIN I I J LE ✓OL1S� EXISTING CONCRETE LI IIT U.I �r lF-CCR SLAB AS REQUIRED TO Ilf I \\ // iNS7ALL NEW ELEVATOR. III I I II II TO LINES REQUIRED III I I II II I vv // d� III I I it II I DEMOLISH WALLS, CASEWORK hII µi I I (I �I, II Imo), I ETC.. TYP. 1�==Ili �J II LJ \ / P EX'ST. STEEL COLUMNS TO /� L`=o'j L-o—J " \ / ' PE474. =EMOVE FINISHES / L( =J �-_ _Jil- A - -) DEMO COLUMN ANb / TYP., UNLESS NOTED I _ FOOTING, THIS COL-bt\N / / I rrro�� (fir 11 _ ONLY �__� I I I III I I L—J I L_ L`J 4J -----------J U I ------------I i i II I 1 VIitI NE �-T-L----- \ n I I Ill �I / l i L--- ------- ------3 I, I L---- III —— II�-----------JI O --- / I I ------------ ------------� ---------- 1 II \ N \ II 12�) GROUND FLOOR A-2 SCALE: 1/4" = T -0 - SKIN WALLS DOWN TO ROUGH STUD EXISTING MECHANICAL ROOM WALLS AND DOOR TO REMAIN CUT OPENING FOR NEW DOOR AS SHOWN ® dE1l\ � DISCONNECT 9 REMOVE EXiST WATER HEATER EXISTING BOILER TO REMAIN MECH CONTRACTOR SHALL COORD'NATE DISCONNECTION OF ABANDONED LINED WITH DEMOLITION CONTRACTOR. EXISTING CONCRETE FOOTINGS AT EXISTING SiD=_ DOOR TO REMAIN. TYP. OF 2 SEE DWG A-2 111111 11111111111 11111 111111liq1111111111111 11 1 MARK EXiST. EQUiP. DESCRIPTION REMARKS 1 UNDERCOUNTER COOLERS DISCONNECT AND RELOCATE TO KiTCHEN 010 2 36'X36' S.S. WORK TABLE RELOCATE TO KITCHEN 010 3 25'X32' S.S. WORK TABLE RELOCATE TO KiTCHEN 010 4 241X24' GRILLE DISCONNECT AND RELOCATE TO KITCHEN 010 5 DEEP FRYER DISCONNECT AND RELOCATE TO KiTCHEN 010 6 6 BURNER COMMERCIAL RANGE DISCONNECT AND RELOCATE TO KITCHEN 010 7 S.S. HAND SiNK DISCONNECT AND DISPOSE 8 DOUBLE BOWL S.S SINK DISCONNECT AND RELOCATE TO KiTCHEN 010 9 DISHWASHER DISCONNECT AND DiSPOSE 10 DiSH RACK DISCONNECT AND RELOCATE TO STORAGE 007 11 FREEZER DISCONNECT AND RELOCATE TO KiTCHEN 010 12 FOOD WARMER DISCONNECT AND RELOCATE TO KITCHEN 010 13 SANDWICH CART DISCONNECT AND RELOCATE TO KITCHEN 010 14 MEAT SLICER DISCONNECT AND RELOCATE TO KITCHEN 010 15 iCE MAKER DISCONNECT AND RELOCATE TO SERVICE AREA 005 16 REFRIGERATOR DISCONNECT AND RELOCATE TO KiTCHEN 010 S.S. EXAUST HOOD / 17 S.S. WALL PANEL DISCONNECT AND RELOCATE TO SERVICE AREA 005 18 29'X54' BEVERAGE COOLER DISCONNECT AND RELOCATE TO SERVICE AREA 005 19 30'X32' BEVERAGE COOLER DISCONNECT AND RELOCATE TO SERVICE AREA 005 1. DISCONNECT EXAUST HOOD. DEMOLISH EXISTING DUCTWORK UP TO ROOF TERMINATION (WHICH SHALL REMAIN AND BE REUSED). S.S BACK WALL PANEL SHALL BE REMOVED AND REINSTALLED AT NEW LOCATION iN ASSOCIATION WiTH THE EXAUST HOOD. 2. ALL KiTCHEN EQUIPMENT SHALL BE RELOCATED TO NEW LOCATIONS INDICATED ON DRAWING A-2 AND SHALL BE SUPPLIED WiTH WiTH ALL UTILITY CONNECTIONS NECCESSARY TO BECOME FULLY OPERATIONAL. SEE MECHANICAL , PLUMBING AND ELECTRICAL DRAWINGS. 3. RELOCATE EXISTING CHEMICAL FIRE SUPRESSION SYSTEM INCLUDING CYLINDER, VALVES, ACTUATING EQUIPMENT, SHUT OFFS, PIPE AND ACCESSORIES.. UPGRADE F-XiS71NG SYSTEM TO UL STANDARD UL 300. ADD ADDITIONAL COMPONANTS INCLUDING BUT NOT LIMITED TO NEW CYLINDER AND NOZZLES AS MAY BE REQUIRED. ONLY FACTORY TRAINED AND AUTHORIZED PERSONEL SHALL PERFORM THE WORK. ALL WORK SHALL BE iN COMPLIANCE WITH GOVERNING CODES AND SHALL BE APPROVED BY LOCAL FiRE DEPARTMENT PRIOR TO INSTALLATION. r�� dEr 1. ELECTRICAL, MECHANICAL AND PLUMBING CONTRACTOR SHALL DISCONNECT EXISTING SERVICES AND MAKE READY FOR DEMOLITION BY GENERAL CONTRACTOR_. 2. SEE PLUMBING, HVAC ff ELECTRICAL DRAWINGS FOR ADDITIONAL DEMOLiSHITION WORK REQUIRED. 3, ALL FLOOR SLABS SHOWN TO REMAIN SHALL BE SAWCUT AT THE LiMITS REQUIRED TO COMPLETE INSTALLATION OF NEW WORK. 4. SAWCUT EXISTING FLOOR SLAB AS REQUIRED FOR TRENCHING OF NEW UNDERSLAB UTILITY LINES. REFER TO PLUMBING DRAWINGS FOR LOCATIONS. S. DEMOLISH EXISTING SUSPENDED ACOUSTIC TILE CEILINGS AND SUSPENSION SYSTEMS, CARPETING AND WALL FINISHES. 6. DEMOLISH EXISTING SIDING AND ROOFING TO THE LIMITS REQUIRED TO INSTALL NEW SIDING INDICATED ON THE EXTERIOR ELEVATIONS. PROJECT NO.: I REVISIONS: PROJECT TEAR: ARCHITECTS BROWN 8 LINDQUIST 926 MAIN ST. YARMOUTHPORT, MA 508-362-2727 STRUCT. ENG. ALAN W. JONES P.O. BOX 79 SANDWICH, MA 508-888-3154 MECH.ENGiNEER ARH ENGINEERING INC. P.O. BOX 328 SAGAMORE, MA 508-888-5461 ELECT. ENG. LETENDRA CONSULT'S 700 W.CENTER ST. W.BRIDGEWATER, MA 508-583-2224 ELEVATOR CONSULTANT SYSKA ff HENNESY 1BROADWAY CAMBRIDGE, MA 617-577-9900 rL'1 wo Emit E" r� P Id c k v SF� `® rffid � Flo No. 1828 0 MASS. � o�lf �J FQ� t` F M,S�P TITLE DEMOLITION PLANS (DATE 26 FEB. 1997 BRAWN BY: JAD SCALE: NOTED DRAWING N0: 1 L®Cp BUILDING i I NEW CONC. WALKWA EXIST CONCRETE— WALK EXIST. RETAINING — WALL NEW COLUMN a c REINFORCED 8' CMU ELEVATOR SHAFT._ 2 HOUR RATED HALF WALL STAINED WOOD — CAP, SCOTIA NEW HANDRAILS _ BOTH SIDES N m � ro Q i0 12'-2 3/4' 81-0' 8'-O' 20'-2 3/4' 2X6 EXTERIOR WALL CONSTRUCTION 70 MATCH EXIST. SEE 4'-O' 4'-O' 4'-O' i 4'-O' 4'-0' 4'-O' 4'-O' I 4'-O' 16'-2' FiNISH SCHEDULE FOR WALL FINISHES, TYP. 2 3/4' I. 1 L I A-10 A 1® I I I I 8'-O' CX 4'-O'HT. STOCKADE FENCE; PAINTED R SAVE I I A-7 J 5-0 6' CONC. CONDENSER PAD 5 .1/2' I f 1 I CLEAR A I A A I A �'' I O O O 010 BY G.C. (6'-O'X 13'-6') TYP. _ 0 O - - O , O - -- 0-1- -- --� -- - -- I-- FOR T - - - - - - - - - - - - - - - - - - - - - - - - -� SEE MEGH. PLANS R - - - - - - - - - -- - -- -- - SIZE &LOCATION H as III III I i �I D E r I,. c Y Ia 1' WOMI W A NEW OPERABLE I �', I `®' Q 4 J a I - zo I SLYLIGHTS ABV. O' 0 III , O' I 00 U — — TYP. OF 3 III 11 I i I V 18 I I I o A-7 �p I .. NEW CONC. WALKWAY SEE ALSO SHEET A-1 EXIST. CONIC. WALKWAY ENGAGED FALSE I I _ _ _- - I I __ ., , a COLUMN, TYP. OF 31 1 11 1 I i i� F.D. A-7 I KITCHEN EQUIPMENT SCHEDULE I I C: j I I FACE OF EXT. Y I C I C I 0 O i O < I WALL ABOVE I I I m I D 009 I 001 III III I I a I O B B I z ---- - -- --- -- -.----------- * _� --- -- \]DENOTES ------- -- --- --- C A w i I - ---- , ---- _- -_ - ---. --- _-_ -- C � ALL" QSTAIiZ -------NEW 6X6 SOLID I I INEW ACCESSIBLE NKING V 2X61 WALLOUNTAIN AA -9 F 8WCOD POST 1'-3 1/2 1 1/ 'ROUGH I I I. BOX_D OUT INI I �) I WALL Fi 11SHl! tO WOOD, TYP. zSEE DETAILS A_7 a C OCER"TILE 'A PER A-7 I I, i I � ATYPE COFFER 1 A ��/ ) Q CEt 1NG ABOVE I I 1 D 008 4 A -7V b J I I, I I 4 111 eti 0 DiNING ROOM I I I N I 10 u G T I I �FD. Q 011 00 61 SATS TO . AL I ALIGN FINISH I i I I I I i OF WALLS TYPE B. E, AND F I ( I I BOX EXiST. STL 1 1 5'-4' 1'-0 4'-2' 7'-5'+ MEN 7'-8' a 11 1/2 ROUGH I I I 'F y 11 COLUMNS iN WD I 00 N I NEW BEAM POCKE 11 I @i < I 1 ' SEE DETAILS TYP. I I I 2X6 WALL o- W Q +r a .L TO RECEIVE EXiST I Q I (, I( I E 5 PAM PARTICLE BD J STEEL BM, ABOVE, I I _ _ _ _ _ _ _ I I _ : I I _ E ._ SHELVES ON ADJUST O� ----------- --------J L --------- - --- ; SHELF STANDARDS - NEW BAR, SEE DETAIL �y 0 - - - O 3/A-11 000 FT I jjj Ow--SCRIPTIOM EXiSTNG/MEW MODEL Rs REMARKS 1 UNDERCOUNTER COOLERS EXISTING O'l�.Qw .Qi it:!.�4..1.•.i0'`•w•!Pvi!�wli'i•:S RECESSED TO1LT TISSUE D1SP. 2 36'1 S.S. WORK TABLE EXISTING SANITARY NAPKIN DISPOSAL - •• 25'1 S.S. WORK TABLE EXISTING . • - 4 24'X24' GRILLE EXISTING LAMINATE COLOR TO MATCH GTR 5 • EXISTING 41 6 6 BURNER COMMERCIAL RANGE EXISTING 7 EMPLOYEE HAND 8r4K NMW • SUI IED AND "ST. BY PLL"& COMT. B DOUBLE BOWL SS SINK EXISTING 9 DORWA&I MEW BEET PLBG DWGS BUPr = AND NST. BY PLUM^J. COMT. 10 DiSH RACK �i 11 FREEZER EXISTING TYPE B. E, AND F I ( I I BOX EXiST. STL 1 1 5'-4' 1'-0 4'-2' 7'-5'+ MEN 7'-8' a 11 1/2 ROUGH I I I 'F y 11 COLUMNS iN WD I 00 N I NEW BEAM POCKE 11 I @i < I 1 ' SEE DETAILS TYP. I I I 2X6 WALL o- W Q +r a .L TO RECEIVE EXiST I Q I (, I( I E 5 PAM PARTICLE BD J STEEL BM, ABOVE, I I _ _ _ _ _ _ _ I I _ : I I _ E ._ SHELVES ON ADJUST O� ----------- --------J L --------- - --- ; SHELF STANDARDS - NEW BAR, SEE DETAIL �y 0 - - - O 3/A-11 000 FT I jjj MASONRY INFILL WALL ELECT. STORAGE UP TO BOTTOM OF NEW WOOD STAiR DENOTES STAIR ABOVE COVER ALL WOOD SURFACES W/ 2 LAYERS 5/8' TYPE 'X' GWB DEMOLISH EXISTING DRYWALL DOWN TO EXIST FURRING. INSTALL NEW 1/2' TYPE 'X' GWB. TYP. NEW CABINETS BELOW NEW P.1 -AM COUNTERTOP; SEE DETAIL #3/A-11 8 INTERIOR ELEVATIONS NEW WATER PUMP SEE PLUMBING/MEGH DRAWINGS SVIN EXISTING WALL FINISHES TO BE SAME AS WALL TYPE 'B' 00 4 12 14 17 6 3 5 007 1 O >4 KITCHEN I I i0 k-1 Q 010 A 7� D 0 U O - - - - - MI ANiCA 13 16 011 41 -' _ O El ODiSHE� 0o A /' fn /1 I I III i^1 ?= I r1 eI fD 01 A N SCALE: 1/4R = T -O" NEW COMMERCIAL DISHWASHER BELOW NEW WORK COUNTER BY G.G. NEW PLASTIC LAM. WORK COUNTER AND SHELVES ABOVE; SEE DTLS. x3/A-7 8 #3/A-11 STUD INFILL WALL NEW MOP SINK NEW WATER HEATER SEE MECHANICAL DWGS. EXISTING MECHANICAL ROOM DOOR TO BE SHUT AND LOCKED AND USED FOR FUTURE ACCESS ONLY DENOTES EXISTING EQUIPMENT RELOCATED AND REINSTALLED BY G.C.. PROVIDE POWER, GAS AND WATER CONNECTIONS AS PEQD. FOR FUEL OPERATION. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. MARK Ow--SCRIPTIOM EXiSTNG/MEW MODEL Rs REMARKS 1 UNDERCOUNTER COOLERS EXISTING O'l�.Qw .Qi it:!.�4..1.•.i0'`•w•!Pvi!�wli'i•:S RECESSED TO1LT TISSUE D1SP. 2 36'1 S.S. WORK TABLE EXISTING SANITARY NAPKIN DISPOSAL - •• 25'1 S.S. WORK TABLE EXISTING . • - 4 24'X24' GRILLE EXISTING LAMINATE COLOR TO MATCH GTR 5 DEEP FRYER EXISTING 41 6 6 BURNER COMMERCIAL RANGE EXISTING 7 EMPLOYEE HAND 8r4K NMW 81T PLI DWGS SUI IED AND "ST. BY PLL"& COMT. B DOUBLE BOWL SS SINK EXISTING 9 DORWA&I MEW BEET PLBG DWGS BUPr = AND NST. BY PLUM^J. COMT. 10 DiSH RACK EXISTING 11 FREEZER EXISTING 12 FOOD WARMER EXISTING 13 SANDWICH CART EXISTING - 14 MEAT SLICER - EXISTING 15 ICE MAKER EXISTING MASONRY INFILL WALL ELECT. STORAGE UP TO BOTTOM OF NEW WOOD STAiR DENOTES STAIR ABOVE COVER ALL WOOD SURFACES W/ 2 LAYERS 5/8' TYPE 'X' GWB DEMOLISH EXISTING DRYWALL DOWN TO EXIST FURRING. INSTALL NEW 1/2' TYPE 'X' GWB. TYP. NEW CABINETS BELOW NEW P.1 -AM COUNTERTOP; SEE DETAIL #3/A-11 8 INTERIOR ELEVATIONS NEW WATER PUMP SEE PLUMBING/MEGH DRAWINGS SVIN EXISTING WALL FINISHES TO BE SAME AS WALL TYPE 'B' 00 4 12 14 17 6 3 5 007 1 O >4 KITCHEN I I i0 k-1 Q 010 A 7� D 0 U O - - - - - MI ANiCA 13 16 011 41 -' _ O El ODiSHE� 0o A /' fn /1 I I III i^1 ?= I r1 eI fD 01 A N SCALE: 1/4R = T -O" NEW COMMERCIAL DISHWASHER BELOW NEW WORK COUNTER BY G.G. NEW PLASTIC LAM. WORK COUNTER AND SHELVES ABOVE; SEE DTLS. x3/A-7 8 #3/A-11 STUD INFILL WALL NEW MOP SINK NEW WATER HEATER SEE MECHANICAL DWGS. EXISTING MECHANICAL ROOM DOOR TO BE SHUT AND LOCKED AND USED FOR FUTURE ACCESS ONLY DENOTES EXISTING EQUIPMENT RELOCATED AND REINSTALLED BY G.C.. PROVIDE POWER, GAS AND WATER CONNECTIONS AS PEQD. FOR FUEL OPERATION. REFER TO MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS. MARK Ow--SCRIPTIOM EXiSTNG/MEW MODEL Rs REMARKS 1 UNDERCOUNTER COOLERS EXISTING B RECESSED TO1LT TISSUE D1SP. 2 36'1 S.S. WORK TABLE EXISTING SANITARY NAPKIN DISPOSAL - 3 25'1 S.S. WORK TABLE EXISTING ASI #0330-F (OR EQUAL) - 4 24'X24' GRILLE EXISTING LAMINATE COLOR TO MATCH GTR 5 DEEP FRYER EXISTING 41 6 6 BURNER COMMERCIAL RANGE EXISTING 7 EMPLOYEE HAND 8r4K NMW 81T PLI DWGS SUI IED AND "ST. BY PLL"& COMT. B DOUBLE BOWL SS SINK EXISTING 9 DORWA&I MEW BEET PLBG DWGS BUPr = AND NST. BY PLUM^J. COMT. 10 DiSH RACK EXISTING 11 FREEZER EXISTING 12 FOOD WARMER EXISTING 13 SANDWICH CART EXISTING - 14 MEAT SLICER - EXISTING 15 ICE MAKER EXISTING 16 REFRIGERATOR EXISTING - 17 S.S. EXAUST HOOD/ ACCESSORIES EXISTING 18 29'X54' BEVERAGE COOLER EXISTING r1l 19 30'X32' BEVERAGE COOLER EXISTING - TOILET ACCESSORY SCHEDULE (BUILDING 1) MARK ACCESSORY DESCRIPTION CATALOG NUMBER REMARKS A 42' GRAB BAR ASI #3842 P SERIES, 1.5' O.D. (OR EQUAL) - B RECESSED TO1LT TISSUE D1SP. ASI # 0031 (OR EQUAL) - C SANITARY NAPKIN DISPOSAL ASI #9470 (OR EQUAL) - D COUNTER MOUNTED LIQUID SOAP ASI #0330-F (OR EQUAL) COUNTER MOUNTED E RECESSED PAPER TOWEL DI$Q. ASI #0467 L (OR EQUAL) LAMINATE COLOR TO MATCH GTR GENERAL iNTALLATION NOTES: 1. GENERAL CONTRACTOR SHALL INSTALL ALL ACCESSORIES AT MOUNTING HEIGHTS COMPLYING WITH CURRENT GUIDELINES SET FORTH BY ADA AND MASSACHUSETTS ARCHITECTURAL ACCESS BOARD, 521 CMR PARTS A-E, 2. PROVIDE ALL NECCESSARY BLOCKING FOR PROPER INSTALLATION IN BOTH NEW AND EXISTING WALLS, 3, WHERE ACCESSORIES ARE MOUNTED IN EXTERIOR WALLS, INSTALL 1 LAYER OF 1' RIGiD INSULATION BEHIND THE ACCESSORY AND SEAL ALL GAPS AND OPENINGS. A. RE -INSTALL EXISTING TOILET ACCESSORIES IN MEN 108 9 WOMEN 109 j BOTT. PLYWOOD SUB -FLOOR DOUBLE TOP PL DOUBLE TOP PL DOUBLE TOP PL CEILING LINE VARIES SECURED TO FLOOR SECURED TO FLOOR SECURED TO FLOOR OR ROOF FRAMING OR ROOF FRAMING OR ROOF FRAMING la' -Cl — - FWALL TYPES FLOOR JOISTS EXISTING L5/8' TYPE 'X' GWB SUSP. ACOUSTIC TiLE L5/8" TYPE 'X' GWB L5/8' TYPE 'X' GWB NEW 2 HOUR CEILING ON 1X3 CEILING ON 1X3 CEILING ON 1X3 CMU ELEV. SHAFT CONCRETE WALL STRAPPING E 16' O.C. 2X STUDS ® 16" O.C. STRAPPING ® 16' O.C. STRAPPING E 16' C.C. WALL FINISH NOTES 2X4 STUDS C 16' OG. I -F f-- 1/2" TYPE 'X' GWB 2X4 STUDS ® 16' O.G. 2X4 STUDS C 16' O.C. 1/2' TYPE 'X' GWB 1/2' PAINTED GWB 1. ALL GWB IN THE FOLLOWING ROOMS SHALL BE WATER RESISTANT 'BLUEBOARD' i BULLNOSE 9 TOP COURSE2 LAYERS FOR WET AREAS. ROOMS 006, 010, 108 AND 109. 1 1/2" GWB i 1/2' TYPE "X' GWB 1/2' TYPE 'X' GWB 1 1/2" RIGID iriSUL. L- FACED RIGID D INSUL. 1/2' CEMENT BOARD FOIL FACED FOIL ® ALL WALL TILE, TYP. 2X4 SHOE (P.T 2. REFER TO ROOM FINISH SCHEDULE FOR FINISHES. 2X4 SHOE (P.T i ® GROUND FLOOR) ® GROUND FLO R) 6'X6" CERAMIC WALL F2X4 SHOE (P.T $ 1/2' BATTS, TYP. Q TiLE, THIN SET GROUND FLOOR) 3. ALL NEW INTERIOR PARTITIONS SHALL BE 2X4 STUDS AT 16' O.G. UNLESS NOTED OTHER'WSSE ON THE FLOOR PLANS. NEW EXTERIOR WALLS SHALL v " QUARRY TiLE 6'X6' C.T. COVE BE 2X6 STUDS AT 16"O.C., CONSTRUCTION TO MATCH EXISTING. BASE E FLOORING VARIES BASE E FLOORING VARIES BASE VARIES BASE 9 FLOORING VARIES BASE g FLOORING VARIES / SEE FINISH SCHEDULELE E SEE FINISH SCHEDUE SEE FINISH SCHEDULE 4. ALL STUDS, STRAPPING. OR SHOES IN DIRECT CONTACT WITH CONCRETSURFACS SEE FINISH SCHEDULE SEE FiNISH SCHEDULE THIN ET SHALL BE PRESSURE TREATED, TYP. 2X4 STRAPPING ® 2X4 STRAPPING 16' O.G. 16' O.C. (P.T AT ROUGH FLOOR LINE ROUGH FLOOR LiNE ROUGH FLOOR LINE EXTERIOR WALLS) �1 WALL TYPE �� FALL TYPE (`I FALL TYPE n FALL TYPE (I HB) � WALL TYPE (2 11R) R'AI.L TYPE (2 i�lij SCALE 1 1/2' a 1'-O' SCALE 1 1/2' 1'-O' SCALE 1 1/2' • '-O` SCALE 1 1/2' • T -O' SCALE 1 1/2' 1'-O' SCALE 1 1/2' • 1'-O' UL DESIGN - U,- DESIGN - DwG.: ,MBAYBERRY/CLUBHOUS/ A3GROUND.DWG REVISIONS: PROJECT TEAM ARCHITECTS BROWN & LiNDQUIST 926 MAiN ST. YARMOUTHPORT, MA 508-362-2727 STRUCT. ENG. ALAN W. JONES P.O. BOX 79 SANDWICH, MA 508-888-3154 MECH.ENGiNEER ARH ENGINEERING INC. P.O. BOX 328 SAGAMORE; MA 508-888-5461 ELECT. ENG. LETENDRA CONSULT'S 700 W.CENTER ST. W.BRIDGEWATER, MA 508-583-2224 ELEVATOR CONSULTANT SYSKA ff HENNESY 1 BROADWAY CAMBRIDGE, MA 617-577-9900 V1 rI j� (•P' EM � [w WA r 1 Mld V 41 mR� 1 Pill r k"-a � r ki A D Q �1 1� r1l b � R CEno L`: I rM W No.1828 �' 8gR�51g9EE, " W z Mgss. q F a�J gtrHcI MrS . TITLE GROUND FLOOR PLAN WALL TYPES DATE 26 FEB. 1997 DRAWN BY: JAD SCALE: NOTED IDRAWING N0: BUILDING i EXISTING WOOD CEILING, EXPOSED TRUSSES TO REMAiM MODIFY R.O. REMOVE EXISTING DOOR AND FRAME. FRAME OPENING AND EQUAL EQUAL INSTALL NEW WiNDOW COMBINATION TO MATCH EXISTING. MATCH EXISTING WAINSCOTT DET AILING.I NEW ROOF BELOW TYPICAL. 1 KITCHEN PROJECT TEAM HOiSTWA `3 BROWN 9 LiNDQUIST D 926 MAiN ST. m D 508-362-2727 103 D ARH DESIGN ASSOC. P.O. BOX 328 SAGAMORE, MA 508-888-5461 ELECT. ENG. BELOW 700 W.CENTER ST. i BEL DW 508-583-2224 HVAC UNiT BELOW SEE HVAC PLAN ELEVATOR FOR LOCATION - - - - ------------------ 1000 MASS. AVE ---------------- --- ---- — — I --- -- --------- P.O. BOX 79 ————————— — — — — — - 508-888-3154 30'X30' PAINTED - METAL ACCESS PANEL TO BE FIEL LOCATED T� 1.. r F r� 6� om Alk �D � 80 lqw F-77 I I C � A 9 r OX r a A-11 OI O r W J _ I 1 I OFFICZ:O $ $ 51M CONSTRUCT WALL UP ` TO BOTTOM OF! EXISTING NEW SKYLIGHTS W/ FACE OF EXISTING I} I K 0 3/4'BIRCH VENEER I 105 WOOD TRUSS, SEE ELECTRIC OPERATORS GABLE ABOVE O PLY. TOP, EDGE I DWG. A-8 CENTERED BETWEEN BANDED AND I 12'-5 1/21 (ROUGH) EXIST. TRUSSES. TYP. NEW MECHANICAL �p STAINED TO MATCH I CONTROL 7[ABOVE D TEMPERED INTERIOR OF S. RESTORE '' r EQUIPMENT n EXISTING TRIM 12'-4' FACE OF CMU 106 k GLAZING IN WOOD', WOOD`CEILING I (® FLOOR) I FRAME, SEE A -8i NEW CASEWORK, ` EXISTING BASE AND i WAINSCOTT TO 105 SEE DTL; #4/A-11 r - - - j i• - - - I $ $ I I I I I I REMAIN I F I I O I I r— L _ _ _ J La_ _ -i L -,- - J NEW INSULATED EXAUST DUG7 I 1 I N ;n I A F i I j I �. STAIR W1 � Q 104 U I FO O O BELOW.00D iri OEXE I I 1 D ! D BELOW: TiE INTO EXISTING r ' MECH 104 ABOVE ABOVE CHIMNEY CAP ®ROOF 111 ` I i I / 'v / - ---- - - --- - ... - _-_.-___- --I--- --..-- -- -- -�- - - -� — -- ------- 4 L _ ------ f 41. OBBY t� NEW GATE,2 HOUR RATED META -10 L - -- --- - T 106 •� SE DOOR SGHED. a A-8 D STUD/SHAFT LiNER I OPRO SLOP SYSTEM UL U497 OR EQ. r 7C - -, 110 EXIST. FF. 119.85 8'-p� SEE DETAILS NEW ACGESSBLE 110 ;^ roro Q I DRINKING FOUNTAIN //�y --i= t v 109 Q 103 42' HIGH PLATFORM I 1 F 3/4'B1RCH VENEER 30'X30' PAINTED PLY. TOP, EDGE wA ° O METAL ACCESS PANEL BANDED AND � a O TO BE; FIELD LOCATED f O VERIFY STAINED TO MATCH 0 p EXISTING TRiM ! EXIST. I 6' 3-10 / BOILER FLUE FROM f I �_8 1 TACKBOARDS 2'-8' MIN BELOW TO REMAIN _ OFFICE 111 I I B NEW PAYPHONE S 112 O i I 102 P.LAM: COUNTER $ I 2X6 ALL 4' 4 I O ; Q - - -- NEW 1/2' WATER - - - I G = PHONE RESISTANT GWBul - J J I _ _ ___ _ OVER ETI XISNGFRAMINGO I NEW ENTRANCE r U O - -_ LOBBY B0 1N ROOMS 108 AND 109 iy I MATT, SEE 1/A^10 - _t YEJ NEW VAPOR BARRIER L---------------� _-_ _N 107 �/Oi"i}:M - --n---------_--- _-_------- "o I PRECAST CONCRETEI 6 � TYP OVER WALL • r I OL _,iie8s 108 107 108 \ 109 I Q _ - REMOVE EXISTING FIXTURES -- - DACCESSORIES. SKIN WALL, - ALL, CONSTRUCT NEW A PARTITiCri, DOOR AND 1 1FINISHES. REINSTALL FIXTURES NEW 6'X6' POST IN O OI AND ACCESSORIES AS PER ADA J I CONCRETE STAIRS I �l/vQP � FALEXISTING WALL SE EXT. COLUMN I AND 521 CMR. TYP ROOMS 108 AND 109 L TO GRADE, 7' MAX j QRISE. 12' TREADS W/ I I r----------- -------- ---------- -----� ADA APPROVED I 8'-O' I I 45' DIA GALV. NOSING, TYP. STEEL GUARDRAIL A-13 7-8' TYP. Ir n V DOW P7NC GO ! I PAINTED, 42' HIGH I FINISH ---- ------------ GETE i lK I NEW POURED CONCRETE Q ry I I dA h, I HANDICAPPED RAMP W/ 1.5' DIA GALV. h 0 STEEL HANDRAILS n`�tC n^ f�� I n^0� r*�� I GALV. RAILINGS COMPLYING PAINTED, TYP OF 3 �j P P I Y (O y Q� I W/ ADA AND 521 CMR. !q Q Q Q I �/ �/ �/ 1 PAINT., TYP I CONCRETE WALLS - - - - - - - - - J I X6' P.T POST FACED WITH W/4' SPLIT C FACED BLOCK VENEER CASED tri PINE 4'r SEE DWG A-13 FOR DETAILS TYP. OF 3. SEE A-13 A-101.5' DIA GALV.STEEL GUARDRAILPAINTED, 42' HIGHNEW GALV. STEEL - BAG RACKS "P! �.G• / PLANTER AREA, FiLL ENTIRE PLANTER WITH SCREENED LOAM. I / 24' DEEP, PLANTINGS BY OTHERS I / / Ir / / I \ / 4'-2 3/4' 31-9 1/4' v 81.16. 0/0 ROUGH COLUMNS FiRST FLOOR PLATY A-4 SCALE: 4/4' _ T -O' INSTALL NEW TYPE 'B'- WiNDOW INTO EXIST. OPENING. 2 HOUR RATED METAL- STUD/SHAFT ETALSTUD/SHAFT LINER SYSTEM UL U497 OR EQ. UP TO ROOF TERM. SEE DTL. #4/A-10- - - - - - DEMO EXISTING WINDOWS D V/X/L INSTALL NEW INTAKE AiR LOUVER, SEE MECH. ! L CEriTERLINE OF EXIST STEEL BEAM BELOW AND RIDGE ABOVE RECONSTRUCT PLATFORM AND STEPS TO GRADE W/P.T STOCK, 5/4 X 6' P.T DECKING PARTIAL A771C PLATE PROJECT NO.: REVISIONS: PROJECT TEAM HOiSTWA `3 BROWN 9 LiNDQUIST 926 MAiN ST. m ELEV. 508-362-2727 103 FO O O BELOW.00D iri OEXE I I 1 D ! D BELOW: TiE INTO EXISTING r ' MECH 104 ABOVE ABOVE CHIMNEY CAP ®ROOF 111 ` I i I / 'v / - ---- - - --- - ... - _-_.-___- --I--- --..-- -- -- -�- - - -� — -- ------- 4 L _ ------ f 41. OBBY t� NEW GATE,2 HOUR RATED META -10 L - -- --- - T 106 •� SE DOOR SGHED. a A-8 D STUD/SHAFT LiNER I OPRO SLOP SYSTEM UL U497 OR EQ. r 7C - -, 110 EXIST. FF. 119.85 8'-p� SEE DETAILS NEW ACGESSBLE 110 ;^ roro Q I DRINKING FOUNTAIN //�y --i= t v 109 Q 103 42' HIGH PLATFORM I 1 F 3/4'B1RCH VENEER 30'X30' PAINTED PLY. TOP, EDGE wA ° O METAL ACCESS PANEL BANDED AND � a O TO BE; FIELD LOCATED f O VERIFY STAINED TO MATCH 0 p EXISTING TRiM ! EXIST. I 6' 3-10 / BOILER FLUE FROM f I �_8 1 TACKBOARDS 2'-8' MIN BELOW TO REMAIN _ OFFICE 111 I I B NEW PAYPHONE S 112 O i I 102 P.LAM: COUNTER $ I 2X6 ALL 4' 4 I O ; Q - - -- NEW 1/2' WATER - - - I G = PHONE RESISTANT GWBul - J J I _ _ ___ _ OVER ETI XISNGFRAMINGO I NEW ENTRANCE r U O - -_ LOBBY B0 1N ROOMS 108 AND 109 iy I MATT, SEE 1/A^10 - _t YEJ NEW VAPOR BARRIER L---------------� _-_ _N 107 �/Oi"i}:M - --n---------_--- _-_------- "o I PRECAST CONCRETEI 6 � TYP OVER WALL • r I OL _,iie8s 108 107 108 \ 109 I Q _ - REMOVE EXISTING FIXTURES -- - DACCESSORIES. SKIN WALL, - ALL, CONSTRUCT NEW A PARTITiCri, DOOR AND 1 1FINISHES. REINSTALL FIXTURES NEW 6'X6' POST IN O OI AND ACCESSORIES AS PER ADA J I CONCRETE STAIRS I �l/vQP � FALEXISTING WALL SE EXT. COLUMN I AND 521 CMR. TYP ROOMS 108 AND 109 L TO GRADE, 7' MAX j QRISE. 12' TREADS W/ I I r----------- -------- ---------- -----� ADA APPROVED I 8'-O' I I 45' DIA GALV. NOSING, TYP. STEEL GUARDRAIL A-13 7-8' TYP. Ir n V DOW P7NC GO ! I PAINTED, 42' HIGH I FINISH ---- ------------ GETE i lK I NEW POURED CONCRETE Q ry I I dA h, I HANDICAPPED RAMP W/ 1.5' DIA GALV. h 0 STEEL HANDRAILS n`�tC n^ f�� I n^0� r*�� I GALV. RAILINGS COMPLYING PAINTED, TYP OF 3 �j P P I Y (O y Q� I W/ ADA AND 521 CMR. !q Q Q Q I �/ �/ �/ 1 PAINT., TYP I CONCRETE WALLS - - - - - - - - - J I X6' P.T POST FACED WITH W/4' SPLIT C FACED BLOCK VENEER CASED tri PINE 4'r SEE DWG A-13 FOR DETAILS TYP. OF 3. SEE A-13 A-101.5' DIA GALV.STEEL GUARDRAILPAINTED, 42' HIGHNEW GALV. STEEL - BAG RACKS "P! �.G• / PLANTER AREA, FiLL ENTIRE PLANTER WITH SCREENED LOAM. I / 24' DEEP, PLANTINGS BY OTHERS I / / Ir / / I \ / 4'-2 3/4' 31-9 1/4' v 81.16. 0/0 ROUGH COLUMNS FiRST FLOOR PLATY A-4 SCALE: 4/4' _ T -O' INSTALL NEW TYPE 'B'- WiNDOW INTO EXIST. OPENING. 2 HOUR RATED METAL- STUD/SHAFT ETALSTUD/SHAFT LINER SYSTEM UL U497 OR EQ. UP TO ROOF TERM. SEE DTL. #4/A-10- - - - - - DEMO EXISTING WINDOWS D V/X/L INSTALL NEW INTAKE AiR LOUVER, SEE MECH. ! L CEriTERLINE OF EXIST STEEL BEAM BELOW AND RIDGE ABOVE RECONSTRUCT PLATFORM AND STEPS TO GRADE W/P.T STOCK, 5/4 X 6' P.T DECKING PARTIAL A771C PLATE PROJECT NO.: REVISIONS: TiE NEW KITCHEN EXAUST DUCTWORK INTO EXiST. r`1. 12OOF TERMINATION~� C SEE MECH. DWGS (� Gi rz:::! 1" NEW KITCHEN EXAUST E DUCTWORK IN 2 HOUR SHAFT r�1 aEEO EXISTING 2X10 A-10 RAFTERS ® 24' O.C.AMN EXISTING 2X8 CEILING JOISTS C NEW 3/4' PLYWOOD r r� PLATFORM, G+N PC �j NEW GWB ALL SURFACES X LLl Q 301X30' PAINTED o METAL ACCESS PANEL 4 TO BE FiELD LOCATED A-10 EXHAUST HOOD SCHEMATIC SECTION- ATTiC SCALE: 1/4' = T -O' No. 1828 I' 8.1" , ILE, p M595. �q�T4 Ur M'SS' TITLE FiRST FLOOR DATE 26 FEB 1997 DRAWN BY: JAD SCALE: NOTED DRAWING NO.: AL ACL� BUILDING i PROJECT TEAM ARCHITECTS BROWN 9 LiNDQUIST 926 MAiN ST. YARMOUTHPORT, MA 508-362-2727 MECH.ENGiNEER ARH DESIGN ASSOC. P.O. BOX 328 SAGAMORE, MA 508-888-5461 ELECT. ENG. LETENDRA CONSULT'S 700 W.CENTER ST. W.BRiDGEWATER, MA 508-583-2224 HVAC UNiT SEE HVAC PLAN ELEVATOR FOR LOCATION CONSULTANT SYSKA ff HENNESY 1000 MASS. AVE CAMBRIDGE, MA 617-868-3500 NEW 3/4' PLYWOOD STRUCT. ENG. PLATFORM, G+N ALAN W. JONES COORD. W/ MECH. DWGS. P.O. BOX 79 SANDWICH, MA 508-888-3154 30'X30' PAINTED METAL ACCESS PANEL TO BE FIEL LOCATED T� 1.. r F r� 6� om Alk e 80 lqw F-77 C � r OX r a 'eq, 'I d W J _ TiE NEW KITCHEN EXAUST DUCTWORK INTO EXiST. r`1. 12OOF TERMINATION~� C SEE MECH. DWGS (� Gi rz:::! 1" NEW KITCHEN EXAUST E DUCTWORK IN 2 HOUR SHAFT r�1 aEEO EXISTING 2X10 A-10 RAFTERS ® 24' O.C.AMN EXISTING 2X8 CEILING JOISTS C NEW 3/4' PLYWOOD r r� PLATFORM, G+N PC �j NEW GWB ALL SURFACES X LLl Q 301X30' PAINTED o METAL ACCESS PANEL 4 TO BE FiELD LOCATED A-10 EXHAUST HOOD SCHEMATIC SECTION- ATTiC SCALE: 1/4' = T -O' No. 1828 I' 8.1" , ILE, p M595. �q�T4 Ur M'SS' TITLE FiRST FLOOR DATE 26 FEB 1997 DRAWN BY: JAD SCALE: NOTED DRAWING NO.: AL ACL� BUILDING i nu --- --- - - --- --.--- - - RE -USE EXISTING CONC. P,C. BOX 328 - -- - -- - ---- _ FOOTINGS. SAGAMORE. MA _ - -- 508-888-5464 - - _ -- - - - 2'X2' RELOCATE EXIST. WINDOW -"_ -- - --_ - - TO NEW LOCATION (TYPEI C) Ono O- -- P.T WOOD PTERS ®6' O.G., 42' HIGH AIL ELECT. ENG. - - - - - = 700 W.CEN E W.BRIDGEWATER MA v. - - --- -- -- _ -- 508-583-2224 NSULT'S CASED IN PRE -PRIMED - -------- ---- ---- WOOD TRIM AND PAINTED _ ----_ -ELEVATOR CONSULTANT FIRST FLOOR--- -- - -- -- -_ - - - - - - — - - - _ -- - - -- --- - - -- --- - - -N ESY S BROADWAY T - ALUM. D.S.. TYP. I 42' HIGH GALV. STEEL I I CAMBRIDGE. 7-5779900 A 1 I 1 I GUARDRAIL W/ 3/4' SQ. I 45' DiA. GALV. STEEL I ( I I I I I BALLUSTERS ® 6' O.G. I I I CONC. SPLASH, TYP. HANDRAILS SET iN I I I I I I I PAINTED, 7YP I I NON -CORROSIVE CONC. L ( I I - - - - - - - b St�EVES AND PAINTED, TYP. OF 3 - - - - 0 L_JJ----- ---J I------I----�-- --� L --------------1I -I L--- -J tI I II 1.5' DiA. GALV. STEEL 8'X16'X4' SPLiT FACED I I I I HANDICAPPED HANDRAILS SET 1N�7 BLOCK VENEER I NON -CORROSIVE CONC. r I i I SLEEVES AND PAiNTED,SEE DETAIL r� F rr�� GROUND FLOOR I I _ _ Imo_ - _ - - - - - - - - - - - - - - - - moo AM — — — — _ will I I I I A^ F Lt ---------1 1 V% L --------------J ` ELEVATION J� h EXIST ALUMINUM CHIMNEY j NORTH ELE Y ANION � CAP/SCREEN TO REMAIN NEW FRAMING AS REQUIRED FOR INSTALLATION OF VENT SHAFT FROM A -S SCALE: 1/4" = �'-O` ALUMINUM ELEVATOR SHAFT ELEVATOR SHAFT VENT COMPLYING WITH MASS. ELEVATOR CODE. CODE. NEW FULLY ADHERED MEMBRANE ROOF ON FLAT SECTION OF NEW OVERBUILT ROOF. METAL 4w COPING AND COUNTERFLASHING onz~/r on '� TO ASPHALT SHINGLES AS PER PAINTED WOOD TRIM w MFG. RECOMMENDED DETAIL. v SEE DTL. 3/A-5, TYP. AT 4 SIDES r �•� A-5 GENERAL ELEVATION NOTES: � STRIP OFF EXISTING SiDiNG { GENERAL NOTES LISTED BELOW APPLY TO ALL 4 ELEVATIONS. TYP." r AT REMAINING CHIMNEY. INSTALL NEW CEDAR SHINGLES t -_ -_ �I o EXPOSURE TO MATCH EXIST. 4 -- - I NEW ASPHALT SHINGLES V �1 TO MATCH EXISTING 'ARCHITECT' 1. ALL EXISTING WOOD TRIM SHALL BE PREPPED AND PAINTED. AS PER SPECIFICATIONS. mm 4/l GRADE SH'NGLE ®®� 2. ALL NEW WOOD TRIM SHALL BE PANTED AS PER SPECIFICATIONS.. REPLACE FLASHING AT -- BASE T BASE OF CHIMNEY CONTINUOUS RIDGE VENT 3. ALL NEW AND EXISTING CEDAR SIDING SHALL BE PREPPED AND STAINED AS PER t i L\ SPECIFICATIONS. ALL EXISTING SIDING TO REMAIN SHALL BE POWERWASHED CLEAN V: rnn I PRIOR TO STAINING. r� �1 ALUM. D.S. TO CONC. SPLASH' rj \ CONT. ALUM. G'J T TER -------------- F� PAINTED WOOD TRIM. �+ SEE EAVE BOX DTL. a3/A-10 �' C 1®d ENORAFTER BEARING 6X6 P.T. WOOD COLUMNS CASED M PRE -PRIMED R Q � -_ WOOD TP.iM AND PAINTED NEW FULLY ADHERED RUBBER ROOF MEMBRANE FLASHING STRiP i O I I I I --- e APPROVED DETAILSINSTALLED PER MFG. METAL METAL EDGE FLASHING 1 I 1.5' DIA, GALV. STEEL EXISTING WiNDOWS TO I I I I =__ 4'-10 1/4' 4'-10 1/8' HANDRAILS SET IN FASTENED W/ GALV. RING r om Ap REMAIN I { { I 1 — I NON-CCRROSIVE CONC. NAILS STAGGERED ®4' O.C. r I4 �Ap Lj 4 n _ SLEEVES AND PAINTED, TYP. OF 3 PAINT ALL WOOD TRIM, NEW AND EXISTING I I I { -- _ - - CONT E STRIP SEE SPECIFICATIONS - - _ - _ -_ --- --- POURED CONCRETE PORTICO M TAL HOOK ST + P J!Vw . HANDICAP RAMP AND STEPS. CONT METAL COUNTER gEu - - - - - FLASHING FiRST FLOOR - _ - - - - t I— - - t f-- - - __ -- - _ - r` c�YteERJ, Fo SAFSBAHLE, II {I I I { I I I ---.-------------_I I 8'X16'X4' SPLIT FACED i hF4�rN OF MaSSPc VENTILATING WHiTE VINYL�' I I I I + SOFFIT TI COVERED I I I I BLOCK VEN=ER I I I I I SLEEPERS ®24. O.C. \ A ENTRANCE _ I I I I -------- 1--1T---------------rLJ�.-------------------�-------� BUILD-UP (2) 2x4 ✓£ 6 MIN. AT IL ---1----------------1---1------------------L------J 5/8' PLYWD., TYP. PERIMETE TITLE NEW COLUMN ON TOP - I OF EXISTING RETAINING I I I I �_ NEW POURED CONCRETE WALL - I I I I Ori CONC. RETAINING WALL ROOF PLYWD. FOOTINGS ROOF SHEATHING � ELEVAT101''15 SEE DETAILS II II GROUND FLOOR I I 1 I NEW WHITE CEDAR SH NGLES NEW OR EXiST, ASPHALT DATE - - - - - - - - -- - -- -- 1 -- - - -- - I" -- - - --- OVER AIR MPLTRAT10ri MATCH ROOF SHINGLES -- - - - SARR - EXISTING. TYPOSURE TO G 26 FEB. X99% EXISTING RETAINING � Ii I I { p, I WALL TO REMAIN I I I b 3 - _ NEW ROOF I 11 Y W J FRAMING { { I I z EXISTING FOUNDATION WALL DRAWN BY: - - L -------------J-1 -1 L-----------------� JAD DENOTES NEW SCALE: FOUNDATION BEYOND NOTED Aft NEW HOiSTWAY 2 EAST ELEVATION z DETAIL C� FLAT ROOF n>�AwllYc No: A-5 SCALE: 1/4" 1'-O" A-5 SCALE: 3' = 1'-O' 1. BUILDING i - DWG.: CONTINUOUS RIDGE VENT NEW FULLY ADHERED MEMBRANE EXISTING KITCHEN EXAUST MBAYBERRY/CLUBHOUS/ ROOF ON FLAT SECTION OF TERMINATION AND ROOF CAP A5E3L.EVDWG NEW OVERBUILT ROOF. METAL TO BE REUSED. TiE iN NEW PAINTED WOOD TRIM SEE EAVE BOX DETAIL t) COPING AND COUNTERFLASHING TO ASPHALT SHINGLES AS PER EXAUST DUCTWORK AS SHOWN ON MECHANICAL DRAWINGS.. REVISIONS: , MFG. RECOMMENDED DETAIL. A-5 SEE DTL 3/A-5, TYP. AT 4 SiDES j—� FLAT ROOF FLASH iN NEW ROOF ;- TO EXISTING ROOF. STRIP OFF EXISTING SIDING PROJECT TEAM: AT REMAINING CHIMNEY. r -- INSTALL NEW CEDAR SHINGLES EXPOSURE TO MATCH EXiST. \ ARCHITECTS \ BROWN ff LINDQUIST REPLACE FLASHING AT \ 1X40 FACIA, TYP. 26 MAIN ST. YARMO THPORT, MA BASE OF CHIMNEY I / \ NEW WHiTE CEDAR SHINGLES 508-362-2727 NEW CONT. ALUM, GUTTER, TYP OVER AIR INFILTRATION I / \ BARRIER, EXPOSURE TO MATCH STRUCT. ENG. \ EXISTING. TYP. ALAN W. JONES NEW ASPHALT SHINGLES n \ P.O. BOX 79 TO MATCH EXISTING 'ARCHITECT' \ SANDWICH, MA GRADE SHINGLE I { 508-888-3454 I I \ \ RECONSTRUCT P.T. WOOD WOOD TRiM PLATFORM AND STEPS ARC ENGINEERING INC.PAINTED e TO GRADE AS REQUIRED nu --- --- - - --- --.--- - - RE -USE EXISTING CONC. P,C. BOX 328 - -- - -- - ---- _ FOOTINGS. SAGAMORE. MA _ - -- 508-888-5464 - - _ -- - - - 2'X2' RELOCATE EXIST. WINDOW -"_ -- - --_ - - TO NEW LOCATION (TYPEI C) Ono O- -- P.T WOOD PTERS ®6' O.G., 42' HIGH AIL ELECT. ENG. - - - - - = 700 W.CEN E W.BRIDGEWATER MA v. - - --- -- -- _ -- 508-583-2224 NSULT'S CASED IN PRE -PRIMED - -------- ---- ---- WOOD TRIM AND PAINTED _ ----_ -ELEVATOR CONSULTANT FIRST FLOOR--- -- - -- -- -_ - - - - - - — - - - _ -- - - -- --- - - -- --- - - -N ESY S BROADWAY T - ALUM. D.S.. TYP. I 42' HIGH GALV. STEEL I I CAMBRIDGE. 7-5779900 A 1 I 1 I GUARDRAIL W/ 3/4' SQ. I 45' DiA. GALV. STEEL I ( I I I I I BALLUSTERS ® 6' O.G. I I I CONC. SPLASH, TYP. HANDRAILS SET iN I I I I I I I PAINTED, 7YP I I NON -CORROSIVE CONC. L ( I I - - - - - - - b St�EVES AND PAINTED, TYP. OF 3 - - - - 0 L_JJ----- ---J I------I----�-- --� L --------------1I -I L--- -J tI I II 1.5' DiA. GALV. STEEL 8'X16'X4' SPLiT FACED I I I I HANDICAPPED HANDRAILS SET 1N�7 BLOCK VENEER I NON -CORROSIVE CONC. r I i I SLEEVES AND PAiNTED,SEE DETAIL r� F rr�� GROUND FLOOR I I _ _ Imo_ - _ - - - - - - - - - - - - - - - - moo AM — — — — _ will I I I I A^ F Lt ---------1 1 V% L --------------J ` ELEVATION J� h EXIST ALUMINUM CHIMNEY j NORTH ELE Y ANION � CAP/SCREEN TO REMAIN NEW FRAMING AS REQUIRED FOR INSTALLATION OF VENT SHAFT FROM A -S SCALE: 1/4" = �'-O` ALUMINUM ELEVATOR SHAFT ELEVATOR SHAFT VENT COMPLYING WITH MASS. ELEVATOR CODE. CODE. NEW FULLY ADHERED MEMBRANE ROOF ON FLAT SECTION OF NEW OVERBUILT ROOF. METAL 4w COPING AND COUNTERFLASHING onz~/r on '� TO ASPHALT SHINGLES AS PER PAINTED WOOD TRIM w MFG. RECOMMENDED DETAIL. v SEE DTL. 3/A-5, TYP. AT 4 SIDES r �•� A-5 GENERAL ELEVATION NOTES: � STRIP OFF EXISTING SiDiNG { GENERAL NOTES LISTED BELOW APPLY TO ALL 4 ELEVATIONS. TYP." r AT REMAINING CHIMNEY. INSTALL NEW CEDAR SHINGLES t -_ -_ �I o EXPOSURE TO MATCH EXIST. 4 -- - I NEW ASPHALT SHINGLES V �1 TO MATCH EXISTING 'ARCHITECT' 1. ALL EXISTING WOOD TRIM SHALL BE PREPPED AND PAINTED. AS PER SPECIFICATIONS. mm 4/l GRADE SH'NGLE ®®� 2. ALL NEW WOOD TRIM SHALL BE PANTED AS PER SPECIFICATIONS.. REPLACE FLASHING AT -- BASE T BASE OF CHIMNEY CONTINUOUS RIDGE VENT 3. ALL NEW AND EXISTING CEDAR SIDING SHALL BE PREPPED AND STAINED AS PER t i L\ SPECIFICATIONS. ALL EXISTING SIDING TO REMAIN SHALL BE POWERWASHED CLEAN V: rnn I PRIOR TO STAINING. r� �1 ALUM. D.S. TO CONC. SPLASH' rj \ CONT. ALUM. G'J T TER -------------- F� PAINTED WOOD TRIM. �+ SEE EAVE BOX DTL. a3/A-10 �' C 1®d ENORAFTER BEARING 6X6 P.T. WOOD COLUMNS CASED M PRE -PRIMED R Q � -_ WOOD TP.iM AND PAINTED NEW FULLY ADHERED RUBBER ROOF MEMBRANE FLASHING STRiP i O I I I I --- e APPROVED DETAILSINSTALLED PER MFG. METAL METAL EDGE FLASHING 1 I 1.5' DIA, GALV. STEEL EXISTING WiNDOWS TO I I I I =__ 4'-10 1/4' 4'-10 1/8' HANDRAILS SET IN FASTENED W/ GALV. RING r om Ap REMAIN I { { I 1 — I NON-CCRROSIVE CONC. NAILS STAGGERED ®4' O.C. r I4 �Ap Lj 4 n _ SLEEVES AND PAINTED, TYP. OF 3 PAINT ALL WOOD TRIM, NEW AND EXISTING I I I { -- _ - - CONT E STRIP SEE SPECIFICATIONS - - _ - _ -_ --- --- POURED CONCRETE PORTICO M TAL HOOK ST + P J!Vw . HANDICAP RAMP AND STEPS. CONT METAL COUNTER gEu - - - - - FLASHING FiRST FLOOR - _ - - - - t I— - - t f-- - - __ -- - _ - r` c�YteERJ, Fo SAFSBAHLE, II {I I I { I I I ---.-------------_I I 8'X16'X4' SPLIT FACED i hF4�rN OF MaSSPc VENTILATING WHiTE VINYL�' I I I I + SOFFIT TI COVERED I I I I BLOCK VEN=ER I I I I I SLEEPERS ®24. O.C. \ A ENTRANCE _ I I I I -------- 1--1T---------------rLJ�.-------------------�-------� BUILD-UP (2) 2x4 ✓£ 6 MIN. AT IL ---1----------------1---1------------------L------J 5/8' PLYWD., TYP. PERIMETE TITLE NEW COLUMN ON TOP - I OF EXISTING RETAINING I I I I �_ NEW POURED CONCRETE WALL - I I I I Ori CONC. RETAINING WALL ROOF PLYWD. FOOTINGS ROOF SHEATHING � ELEVAT101''15 SEE DETAILS II II GROUND FLOOR I I 1 I NEW WHITE CEDAR SH NGLES NEW OR EXiST, ASPHALT DATE - - - - - - - - -- - -- -- 1 -- - - -- - I" -- - - --- OVER AIR MPLTRAT10ri MATCH ROOF SHINGLES -- - - - SARR - EXISTING. TYPOSURE TO G 26 FEB. X99% EXISTING RETAINING � Ii I I { p, I WALL TO REMAIN I I I b 3 - _ NEW ROOF I 11 Y W J FRAMING { { I I z EXISTING FOUNDATION WALL DRAWN BY: - - L -------------J-1 -1 L-----------------� JAD DENOTES NEW SCALE: FOUNDATION BEYOND NOTED Aft NEW HOiSTWAY 2 EAST ELEVATION z DETAIL C� FLAT ROOF n>�AwllYc No: A-5 SCALE: 1/4" 1'-O" A-5 SCALE: 3' = 1'-O' 1. BUILDING i NEW VENTILATING SKYLIGHTS WiTH ELECTRIC OPERATORS CUT INTO EXISTING ROOF. MODIFY FRAMING AS REQUIRED, RESTORE INTERIOR AND EXTERIOR FINISHES TO MATCH, TYP. OF 3 EXISTING VITCHEN EXAUST TERMINATION AND ROOF CAP TO BE REUSED. TIE IN NEW EXAUST DUCTWORK AS SHOWN ----- ON MECHANICAL DRAWINGS- ----- — I J RAFTER BEARING - - - ❑ ❑ RECONSTRUCT P.T. WOOD PLATFORM AND STEPS TO GRADE AS REQUIRED. juillulLai, \ / \III MAI I11M III GROUND FLOOR_ T POSTS j i-1 1;t ! j - -- - --- - - nyi REVISIONS: DEMO WiNDOW, INFILL OPENING ' ARCHITECTS - --- - BROWN 6 LiNDQUiST NEW WHiTE CEDAR SHINGLES YARMOUTHPORT, MA ---_-_ -_-- --_-- OVER AIR INFILTRATION ALAN W. JONES P.O. BOX 79 AC. CONDENSER -_ 508-888-3154 1,5'01A. GALV. STEEL UMTS BEYOND II ARH ENGINEERING - u- - -- -- - - - - - -- -- - - -- - -- - - -- -- - - -- - - - - - -- - - - -- --- - -- -- - - - 508-888-5461 EXISTING. TYP. ELECT. ENG. NEW WHiTE CEDAR SHINGLES — - - ---- OVER AIR INFILTRATION ELEVATOR 4'-C'HT. STOCKADE FENCE CONSULTANT BARRIER, EXPOSURE TO EXISTING KITCHEN EXAUST 1 BROADWAY MATCH EXISTING. TYP. TERMINATION AND ROOF CAP 617-577-9900 6' CONC. CONDENSER PAD TO BE REUSED. TIE IN NEW BY SEE PLAN #1/A-3 SOUTH ELEVATION NON-CORROSiVE CONC. EXAUST DUCTWORK AS SHOWN F SEE MECH. HVAC DWGS. v r ON MECHANICAL DRAWINGS.. � Iml SLEEVES AND PAINTED, TYP. A$ SCALE: 1/4" NEW FULLY ADHERED MEMBRANE o - r3 � � ' ROOF ON FLAT SECTION OF BLOCK VENEER NEW ASPHALT SHINGLES NEW OVER ?ULT ROOF. METAL one raj TO MATCH EXISTING 'ARCHITECT' CCP NG AND COUNTERFLASHING r� O TO ASPHALT SHINGLES AS PER GRADE SHINGLE MFG.RECO*' `4E^4DED DETAIL. -- CONTINUOUS RIDGE VENT m -- r� e FLASH IN NEW ROO I PAINTED WOOD TRIM TO EXISTING ROOF. -- SEE EAVE BOX DETAIL tKEU An ff'p az, G�E.B ERT CONT, ALUM. GUTTER { 0 v�• P.BNSiABLE, � i MASS, y ooh `moo top 6X6 P.T. WOOD COLUMNSi# TITLE - - --- RECONSTRUCT P.T. WOOD _-- DATE CASED iN PRE -PRIMED 26 FEB. 1997 PAiNT EXISTING DOOR PLATFORM AND STEPS -- I I SCALE: WOOD TRIM AND PAINTED NOTED TO GRADE AS REQUIRED. -- AND FRAME 1®Q _ RE -USE EXISTING CONC. u i NEW INTAKE AiR -LOUVER, SEE MECHANICAL DWGS NEW ALUMINUM GUTTERS AND DOWNSPOUTS - PAINTED WOOD TRiM STRIP OFF EXISTING SIDING AT REMAINING CHIMNEY. INSTALL NEW CEDAR SHINGLES EXPOSURE TO MATCH EXIST. REPLACE FLASHING AT BASE OF CHIMNEY DENOTES NEW WINDOWS TO MATCH EXISTING VENT DENOTES EXISTING WINDOWS TO REMAIN PAiNT ALL WOOD TRiM, NEW AND EXISTING SEE SPECIFICATIONS NEW VENTILATING SKYLIGHTS WiTH ELECTRIC OPERATORS IN NEW ROOF, TYP. OF 3 WHiTE VINYL- SOFFIT iNYLSOFFIT AT COVERED ENTRANCE NEW 6X6 P.T. COLUMN ON TOP OF EXiST. RETAINING WALL CASEDIN PINE. EXISTING RETAINING WALL TO REMAIN -� WALL TO REMAIN ! DENOTES NEW -- - FOUNDATION BEYOND - J GENERAL ELEVATION NOTES: GENERAL NOTES LISTED BELOW APPLY TO ALL 4 ELEVATIONS, TYP. 1. ALL EXISTING WOOD TRIM SHALL BE PREPPED AND PAINTED AS PER SPECIFICATIONS. b2. ALL NEW WOOD TRIM SHALL BE PAINTED AS PER SPECIFICATIONS. A m 3. ALL NEW AND EXISTING CEDAR SIDING SHALL BE PREPPED AND STAINED AS PER SPECIFICATIONS. ALL EXISTING SIDING TO REMAIN SHALL BE POWERWASHED CLEAN PRiOR TO STAINING. .k/BAYBERRY/CE.UBHCU5/ A-BELEVDWG REVISIONS: DEMO WiNDOW, INFILL OPENING ' ARCHITECTS - --- - BROWN 6 LiNDQUiST NEW WHiTE CEDAR SHINGLES YARMOUTHPORT, MA ---_-_ -_-- --_-- OVER AIR INFILTRATION ALAN W. JONES P.O. BOX 79 SANDWICH, MA -_ 508-888-3154 1,5'01A. GALV. STEEL BARRIER, EXPOSURE TO MATCH ARH ENGINEERING - ❑�� ❑ SAGAMORE, MA - 508-888-5461 EXISTING. TYP. ELECT. ENG. - -- — - - ---- HANDRAILS/GUARDRAILS SET iN ELEVATOR 4'-C'HT. STOCKADE FENCE CONSULTANT SYSKA $ HENNESY 1 BROADWAY -- 617-577-9900 6' CONC. CONDENSER PAD BY SEE PLAN #1/A-3 i COORD. W/ MECH. DRAWINGS NON-CORROSiVE CONC. i J AC. CONDENSER UMTS F SEE MECH. HVAC DWGS. _ - _- --_-- FOR SiZE of LOCATION EXISTING FOUNDATION WALL � Iml SLEEVES AND PAINTED, TYP. 8'X16'X4' SPLiT FACED o - r3 � � -_-- _ -- BLOCK VENEER C"w one raj ;To r� O m r� e I r In tKEU An ff'p az, G�E.B ERT w No. 1828 1F y 0 v�• P.BNSiABLE, � i MASS, y ooh `moo top TITLE - - --- RECONSTRUCT P.T. WOOD _-- DATE 26 FEB. 1997 DRAWN BY: PLATFORM AND STEPS -- I I SCALE: NOTED TO GRADE AS REQUIRED. -- I I I I I I 1®Q _ RE -USE EXISTING CONC. I I I I I FOOTINGS. 7 1------------- -L-----TL-I-------1---------- __ �--------------------------I----------------- ---- ----I I --- 2'X2' P.T WOOD BALLUST'RS --- ® 6' O.C., 42' HiGH RAiL _ ALUM. D.S.TO CONC SPLASH - -- -_- P.T STEPS TO GRADE ANS REQUIRED, 7' MAX. RISER -- 11' MiN. TREAD, VIF - 2 WEST ELEVATION A-6 SCALE: 1/4' = 1'-04 u i NEW INTAKE AiR -LOUVER, SEE MECHANICAL DWGS NEW ALUMINUM GUTTERS AND DOWNSPOUTS - PAINTED WOOD TRiM STRIP OFF EXISTING SIDING AT REMAINING CHIMNEY. INSTALL NEW CEDAR SHINGLES EXPOSURE TO MATCH EXIST. REPLACE FLASHING AT BASE OF CHIMNEY DENOTES NEW WINDOWS TO MATCH EXISTING VENT DENOTES EXISTING WINDOWS TO REMAIN PAiNT ALL WOOD TRiM, NEW AND EXISTING SEE SPECIFICATIONS NEW VENTILATING SKYLIGHTS WiTH ELECTRIC OPERATORS IN NEW ROOF, TYP. OF 3 WHiTE VINYL- SOFFIT iNYLSOFFIT AT COVERED ENTRANCE NEW 6X6 P.T. COLUMN ON TOP OF EXiST. RETAINING WALL CASEDIN PINE. EXISTING RETAINING WALL TO REMAIN -� WALL TO REMAIN ! DENOTES NEW -- - FOUNDATION BEYOND - J GENERAL ELEVATION NOTES: GENERAL NOTES LISTED BELOW APPLY TO ALL 4 ELEVATIONS, TYP. 1. ALL EXISTING WOOD TRIM SHALL BE PREPPED AND PAINTED AS PER SPECIFICATIONS. b2. ALL NEW WOOD TRIM SHALL BE PAINTED AS PER SPECIFICATIONS. A m 3. ALL NEW AND EXISTING CEDAR SIDING SHALL BE PREPPED AND STAINED AS PER SPECIFICATIONS. ALL EXISTING SIDING TO REMAIN SHALL BE POWERWASHED CLEAN PRiOR TO STAINING. .k/BAYBERRY/CE.UBHCU5/ A-BELEVDWG REVISIONS: DEMO WiNDOW, INFILL OPENING ' ARCHITECTS - --- - BROWN 6 LiNDQUiST NEW WHiTE CEDAR SHINGLES YARMOUTHPORT, MA ---_-_ -_-- --_-- OVER AIR INFILTRATION ALAN W. JONES P.O. BOX 79 SANDWICH, MA 508-888-3154 BARRIER, EXPOSURE TO MATCH ARH ENGINEERING - ---- SAGAMORE, MA - 508-888-5461 EXISTING. TYP. ELECT. ENG. LETENDRA CONSUL T'S — - - ---- ELEVATOR 4'-C'HT. STOCKADE FENCE CONSULTANT SYSKA $ HENNESY 1 BROADWAY CAMBRIDGE, MA 617-577-9900 6' CONC. CONDENSER PAD BY SEE PLAN #1/A-3 i COORD. W/ MECH. DRAWINGS i J AC. CONDENSER UMTS F SEE MECH. HVAC DWGS. FOR SiZE of LOCATION EXISTING FOUNDATION WALL � .k/BAYBERRY/CE.UBHCU5/ A-BELEVDWG REVISIONS: PROJECT TEAK: ARCHITECTS BROWN 6 LiNDQUiST 926 MAiN ST. YARMOUTHPORT, MA 508-362-2727 STRUCT. ENG. ALAN W. JONES P.O. BOX 79 SANDWICH, MA 508-888-3154 MECH.ENGiNEER ARH ENGINEERING INC. P.O. BOX 328 SAGAMORE, MA 508-888-5461 ELECT. ENG. LETENDRA CONSUL T'S 700 W.CENTER ST. W.BRIDGEWATER, MA 508-583-2224 ELEVATOR CONSULTANT SYSKA $ HENNESY 1 BROADWAY CAMBRIDGE, MA 617-577-9900 M rr F �t � Iml o - r3 � � C"w one raj ;To r� O m r� e I r In tKEU An ff'p az, G�E.B ERT w No. 1828 1F y 0 v�• P.BNSiABLE, � i MASS, y ooh `moo top TITLE ELEVATIONS DATE 26 FEB. 1997 DRAWN BY: JAC) SCALE: NOTED DRAWING NO.: 1®Q BUILDING i