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HomeMy WebLinkAbout0379 PARKER ROAD - PLANS ABBREVIATIONS SYMBOL LEGEND RUSSE11 I -- DOOR TYPE AT E.B.F. EXIST. BOTTOM OF FOOTING H&V HEATING AND VENTILATING RB. RESILIENT BASE DOOR NUMBER A.B. ANCHOR BOLT E.C. EXPOSED CONSTRUCTION RECPT. RECEPTACLE GIBSON A/C AIR CONDITIONING REF. REFERENCE 501 A �__--- DOOR LABEL E.J. EXPANSION JOINT C ACOUST. ACOUSTICAL EL. ELEVATION I.D. INSIDE DIAMETER REEL. REFLECTED, REFLECTIVE Al 36 P < PAIR AC.T. ACOUSTICAL TILE ELEC. ELECTRICAL T WDICATION ACT. ACTUAL ELEV. ELEVATOR I.F. INSIDE FACE FRAME TYPE DOOR SYMBOL vonODHIEN ADJ. JUSTABLE/ADJUST INCL. INCANDESCENT REINF. REINFORCING EMER. EMERGENCY INCL. INCLUDE DOOR srzE x - EXISTING A.F.F. AI` OVE FINISHED FLOOR ENCL. ENCLOSURE INSUL. INSULATION REO'D. REQUIRED A.H.U. Air HANDLING UNIT RES. RESILIENT Architecture 281 Farmingtone ENGR. ENGINEER INT. INTERIOR 5 arnnngton ALT. ALTERNATE E.P. ELECTRICAL PANEL REV. REVISION ALUM. ALUMINUM E Q. EQUAL I N V. INVERT R M. ROOM Engineering Farmington, CT 06034 ANOD. ANODIZED I.P.S. IRON PIPE SIZE R.O. ROUGH OPENING EQUIP. EQUIPMENT COLUMN AND/OR GRID IDENTIFICATION Planning APPROX. APPROXIMATE E.W. EACH WAY R.T. RUBBER TILE H ARCH. ARCHITECTURAL ;EXH. EXHAUST (PLAN & ELEVATION) Interiors 203 677 8556 L ANGLE :EXIST. EXISTING JTT JOINT S. SOUTH Graphics fax 203 677 6507 EXP. EXPANSION S. FPFG. SPRAYED ON FIREPROOFING - SECTION NUMBER BM. BEAM ': EXPD. EXPANDED K. KIP (1,000 LB.) SCHED. SCHEDULE BOT. BOTTOM `--EXPO. EXPOSED SEC. SECTION A CROSS SECTION IDENTIFICATION B.S. BOTH SIDES EXT.` EXTERIOR LF. LINEAR FOOT S.F. SQUARE FOOT A7 B/W BOTTOM OF WALL LL. LIVE LOAD SHT SHELF SHEET NUMBER LIST OF DRAWINGS f .A. FIRE ALARM LP. LOW POINT SH SHEET CAB. CABINET F.A.P. FIRE ALARM PANEL LT. LIGHT SIM. SIMILAR F.E. FIRE .EXTINGUISHER SPEC. SPECIFICATIONS SECTION LETTER CLG. CEILING I.F.E.C. FIRE EXTINGUISHER CAB. SHEET NUMBER SHEET TITLE CLG. HT. CEILING HEIGHT MATL. MATERIAL SPKLR. SPRINKLER 5 WALL SECTION IDENTIFICATION CLR. CLEAR F F. FACTORY ..FINISH MAX. MAXIMUM SQ. SQUARE A8 AO.0 GENERAL INFORMATION F.I I.C. FIRE HOSE CABINET MECH. MECHANICAL STD. STANDARD SHEET NUMBER C.O. CLEAN OUT FIN. FINISH COL. COLUMN FIf .FL. FINISHED FLOOR MET. METAL STL. STEEL I\� LANDSCAPE CONN. CONNECTION FI�T. ........ FIXTURE MFR. MANUFACTURER STLJST. STEEL JOIST - FLOOR LEVEL NUMBER U CONSTR. CONSTRUCTION I IFL FLOOR MIN. MINIMUM L1.1 SITE PREPARATION PLAN MISC. MISCELLANEOUS S.TR. SOUND TRANSMISSION A402 ROOM NUMBER CONT. CONTINUOUS FLASH: : ' FLASHING STRUCT. STRUCTURAL \ L2.1 SITE LAYOUT AND GRADING PLANS CONTR. CONTRACTOR FLEX. :' ' FLEXIBLE MTD. MOUNTED SURF. SURFACE L3.1 SITE DETAILS CONY. CONVECTOR FLUOR:: FLUORESCENT MULL. MULLION SUSP. SUSPENDED DETAIL NUMBER COORD. COORDINATE F.0. FACE; OF GYPSUM BOARD T.C. TOP OF CURB 12 TITLE ARCHITECTURAL N. NORTH DETAIL IDENTIFICATION CORR. CORRIDOR F.O:M FACE OF MASONRY A-4 SCALE: A1.0 BASEMENT LEVEL PLAN C.P. CONTROL PANEL F.Q:S. FACE OF ST�fiD N.I.C. NOT IN CONTRACT TEMP. TEMPERED NO. NUMBER THK. THICK A1.1 MAIN LEVEL PLAN CPT. CARPET FPFG. FIREPROOFINIG NOM. NONIMAL THRES. THRESHOLD SHEET NUMBER FOR DETAIL A3.0 EXTERIOR ELEVATIONS C.R. CEILING REGISTER F R. FIRE RATED N.R.C;. NOISE REDUCTION COEFF: T/5 :. TOP OF SLAB C R. CENTER F.S. FULL SIZE A4.1 BUILDING SECTIONS CENTERLINE FT. FOOT OR FEET N. T.S., NOT TO SCALE .: T/SH TOP OF SHELF FUT, FUTURE T/STL- TOP OF STEEL HEIGHT MARK (TSL. TST) DBL. DOUBLE F.W.C. FABRIC WALL COVERING O/ A OUTSIDE AIR T/W TOP OF WALL STRUCTURAL O.C. ON CENTER TYP. TYPICAL DEPT. DEPARTMENT 0: OUTSIDE DIAMETER DIMENSION LINES S1.0 FOUNDATION PLAN DET. DETAIL GA GAUGE O.F. OUTSIDE FACE U.H. 'UNIT HEATER S1.1 MAIN FLOOR FRAMING PLAN D.F. DRINKING FOUNTAIN GALV. GALVANIZED ALL CENTER LINE DIMENSIONS DIA. DIAMETER G.C.; GENERAL CONTRACTOR OH.' OVERHEAD U.L` UNDERWRITERS' LABORATORY S1.2 ROOF FRAMING PLAN DIM. DIMENSION GL. GLASS OPNG. OPENING U(�FIN. UNFINISHED DISP. DISPENSER G,LZ. GLAZE OPP. OPPOSNTE U.O.N. UNLESS OTHERWISE NOTED DIV. DIVISION GND; I GROUND VB. VINYL BASE ALL OTHER DIMENSIONS GENERAL NOTES GYP:�D. GYPSUM BOARD PART. . PARTITION V.C.T. VINYL COMPOSITION TILE D.L. DEAD LOAD PL PLATE VERT. VERTICAL '{ DN. DOWN H.B. HOSE BIBB PLYWD PLYWOOD V.F, VINYL FABRIC D.O. DOOR OPENING HANDICAPI D PR:: P � V.I.F. VERIFY IN FIELD CENTERLINE 1. GENERAL CONTRACTOR IS TO VERIFY EXISTTNG CONDITIONS. DR. DOOR HC' PREFAB. PREFABRICATED HD. HEAD VOL. VOLUME NOTIFY ARCHITECT / ENGINEER OF ANY DISCREPANCIES BEFORE DS. DOWNSPOUT PROD. PR`Q JECTION H.P. HIGH POINT V.W.C. VINYL WALL COVERING PROCEEDING. D.SP. DRY STANDPIPE PTD. PAINTED DWG. DRAWING I HDW'. HAf 0WARE PLATE 2. AS "HOLD" ARE iHM. HOLLOW METAL :. W. . WEST DIMENSIONSN CRITICAL. R/A RETURN AIR W/ WITH 3. DETAI SNOTEDTAD "TYPICAL" APPLY TO ALLSIMILAR CONDITIONS . L E. EAST HQR. HORIZONTAL WIND. WINDOW UNLESS OTHERWISE NOTED. EA. EACH HT HEIGHT 4 SAD. RADIATION W/0 WITHOUT : L ANGLE T R ARE 4. DETAIL REFERENCES E SOMETIMES EXPRESSED WITHOUT GRAPHIC SYMBOL. FOR EXAMPLE: 1/A41 INDICATES DETAIL 1 OF DRAWING i r C1-IANNEL A4.1 BT FOUNDED 1916 GRAPHIC LEGEND ..t TYPICAL MOUNTING HEIGHTS 2X4 NOMINAL DIMENSIONS BATT/L.00SE RLL for EQUIPMENT 2„X61, TM INCH MARK INDICATES' ACTUAL DIMENSIONS sPAA�rfoAM F 4 COLUMN NUMBER ` o STANDARDS of WELDING SYMBOLS Acol.711CAL � AwS & wsC P W > } U �. o — >_ ®° o REVISIONyffl REM/ STM E11m _ _ _ NEW PARTITION FINISH K► - c + ;o FINISH 1 N ;o o b METALS AT SMALL SCALE N N - ----- -. EXISTING TO REMAIN FLOORc, FLOOR ;:, �%, _v._. FIRE HORN FIRE FIRE HOSE FIRE ALARM DRINKING PAPER TOWEL SANITARY PUBLIC LIGHT TOILET TISSUE GYPSUM WALLBOARD & LIGHT EXTINGUISHER CABINET PULL BOX FOUNTAIN DISPENSER NAPKIN TELEPHONE SWITCH DISPENSER _ _ EXIST. TO BE CABINET DISPENSER - - -- - REMOVED x METAL STUD U � ` _ n GLASS � a � FINISH o � o FLOOR `" PLYWOOD FINISH zo � iv N c N FLOOR M ;., GRAB BAR TOILET URINAL LAVATORY MIRROR SOAP DISPENSER GOLF CLUBHOUSE ADDITION NOVEMBER 8, 1994 GENERAL INFORMATION on . Vn= 0 FOUNDED 1916 Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-6981 A0n0 ----------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ---- - -- - - r RUSSE11 V nUOHIEN 1 , 1 1 1 1 1 1 1 1 1 I 1 1 1 1 1 1 1 Architecture 281 Farmington Ave Engineering Farmington,CT 06034 Planning ;'. Interiors 203 677 8556 Graphics fax 203 677 6507 r " . RELOCATE EXISTING CRABAPPLE TREES' SAW CUT AND REMOVE BITUMINOUS CONCRETE PAVEMENT.-' SAW�UT _� .REMOVE .EXISTING EVIF.RGREEN TREE WF t •-' �.t ,�.�._I . . _' �' -SELECTIVE REMOVAL � CONCRETE RETAINING WALL I RELOCATE EXISTING TREE D SHUBS ° V t _ — REMOVE DECK BENCH AND DECK SURFACE AS NECESSARY ' TO INSTALL DECK EXTENSION .SAW CUT AND REMOVE CONCRETE PAVEMENT I RELOCATE EXISTING ELECTRIC SERVICE ELO .- REMOVE TIMBER RETAINING WALL ............. REMOVE METAL RAILING ALONG TOP OF RETAINING WALL �— �' _._ .... .. . -_.....w.............. ... .... .... .... ELOC E EXISTING GAS SERVICE • � � R AT SAW CUT AND REMOVE BITUMINOUS CONCRrrE PAV..fa�N'f ; RELOCATE AR CONDENSER UNITS TO EXtSTiNG AREAWAY ,., , i t ; REMOVE AND DISPOSE OF TIMBER STAIRS AND RAILING S LINES " A LINE S CUT L E SAW CUT AND REMOVE CONCRETE PAVEMENT i ` (RETaN EXISTING BRICK.EDGING) SAW CUT AND. REMOVE MASONRY SEATWALL - 1 1 . i RELOCATE EXISTING DOGWOOD TREE 1 1 1 1 I 1 1 1 1 1 N v . 1 . 1 n 1 • 1 � � 1 1 M � , M i 1 n. 1 1 1 , I I I I I 1 1 1 LEGEND PROPOSED DESCRIPTION EXISTING GOLF CLUBHOUSE ADDITION C.L.L. CONTRACT LIMIT LINE NOVEMBER 8, 1994 - - - - - - - - - SAW CUT LINE 15.53 SPOT ELEVATION 24.1 14 CONTOUR ® BITUMINOUS CONCRETE PAVEMENT © CONCRETE PAVEMENT O FROST PAD SITE PREPARATION PLAN O STONE MULCH GIBSON p PLANTING BED FOUNDED 1916 TREE Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 DESCRIPTION Telephone 508-428-6981 SCALE 1" = 20' Li 0 1 ..--•-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------_-----_------r----- -------------------------------------.-------------------- '-_-'---------u_--r---_r-..------ ----------------.----r----------". _--------------------------------_-_------- -------------------__------------------------------------------------------------- GIBSON RUSSEIL r von OHLEN BITUMINOUS CONCRETE. PAVEMENT (TYP.) RELOCATED DOGWOODS Architecture 2$1 Farmington Ave ram, - _ ... ♦ � 'mot T 06034 4r ; t i Plaaning o ` ♦ ,� i ; Interiors 203 677 8556 / ; t r / , �� . , 1 Graphics fax 203 677 6507 f � � SAW_�L L.LINE to GNP o CONCRETE EMENT ! i. �. ♦ PAV ,r 15 : ♦ 0 18" DE j r 't ALL PLANTING BEDS FILLED T AN, DEPTH , ,.'.� ...,• . I i ,v�' OF PLANTING SOIL MIXTURE: .• I ♦ . : STERILIZED 15.53 5 53 r 1.FART HYDRATED MANURE r _ / 1 PART PEAT MOSS , .O I 15.53 ♦c,` ,9' 6" 3 PARTS TOPSOIL 2 t =p , I r - I NEW CONCRETE RETAINING WALL SEGMENT 5 NEW CART BARN F C Ir CONNECTING EXISTING WALL TO BUILDING L . ?.�: NEW CART BARN ' s F.F_EL. 15.53 II :f.. .' I F.F.EL. 15.53 2'/. i F 15 53 NEW WOOD DECK EXTENSION ' I . t 3 TIMBER RETAINING WALL r 1 I i ; .NEW WOOD EDGING EXTENSION TO MATCH EXIS71NG r MATCH EXISTING WALL HEIGHT S t st STONE MULCH UNDER NEW DECK r _ TO MATCH EXISTING STONE MULCH r ? 1 15.2 53 BW 15.9 t r - 15 53 15.53 � 1 15.9 , r B15.53 in s S •I N "� f L. CONCRETE STEPS W/ CHEEK WALL 17, ADDITJON 7 �. / AND METAL COLOR GALVANIZED PIPE HANDRAILINGS15.24V7_c ` W 17.7 - - _ R IN W/ 11 W 18-0 P - ONE WALL MOUNTED RAILING AND ONE RAILING SIMILIAR T TO TIMBER STEPS HAND AIL G POSTS GROUTED 6 DEEP BW 15.48 l --_-/ 8.0 C INTO CHEEK WALL t6T S 17.5 3 (COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT) r 1 � � ♦ CHEEK WALL TO ALIGN W/ EXISTING AREAWAY WALL l 7W 21.97 - 21.67 C L L.� 2 -- EXISTING DRAIN ?0 REMANI ♦ cn _ 8 . . 17.6 Ej • � P � I 1 __.. _ ... _... _.._. ..... .. .. i 1 MATCH EXISTING WALL HEIGHT .: I H C L H G 1= AC = RELOCATE GAS AND ELECTRIC SERVICE INTO AREAWAY 1S 1_IF 1 2 8 I. _. .._. .............. ....... .."..,.... ,.... ..., . .... _ ..."... ..., ... ,......,,..,.....,... ... ......._. ORNAMENTAL TREE F. _ AC (NEW OR RELOCATED) j t # 21.67 i RELOCATE (2) CONDENSER UNITS �0 _ _ 25.57 EXISTING DRAIN AT BOTTOM OF AREAWAY TO REMAIN INTO AREAWAY ON CONCRETE PAD ; TW 21.9 19 j s t' _ IS 25.5 c� _1' EXISTING CONCRETE WALL 2p 7 -: I T PO ST BASES GROUTED` INTO' EX S PRESSURE TREATED STEPS AND GUARDRAILING ' °D 1 W/ COLOR GALVANIZED METAL AIL NG MOUNTED 6 \ PRESSURE TREATED RAMP AND GUARDRAILING - ON GUARDRAILING • _ _ _ _ 20 � cp (COLOR $ELECTED BY LANDSCAPE ARCHITECT) t W/ COLOR GALVANIZED METAL HANRAIL94GS MOUNTED � C ,_ `' TW\ 1. 7 I ON GUARDRAILING .._ t f ,.:.. POST FOOTINGS SET IN CONCRETE BELOW CONCRETE SLAB € (COLOR TO BE :ELECTED BY LANDSCAPE ARCHITECT r , '�L : BS 23.07 t �LI W/ BC is 2 CART ALIGN W/OUTSIDE EDGE 2 WALL 7' OF AREAWAY WALL 2. .. ........r 22.87 ♦ � B -r �,► I' r ft 4> - ... ; • . f t -- - r _ I..,i.,�...1 ,Y,.j.. �►� �E ei Ili J �. ♦„� ..... I 1 � . . i �' r��� , ;`j` "i t BS 15.65 . ..... .::g I r `�� - 1 BR 22.97 - Ir.ta•_ R/T 97 t. B C 22 i• r' •. t r: ION \ I ♦ ,,., ... + t,l;: •'� ` U. ADDITION ; .. ��------- 1 % / •� ITS 23.15 r / METAL COLOR GALVANIZED PIPE HANDRAILINGS J r- - - - - - - - - - i i (COLOR TO BE SELECTED BY LANDSCAPE ARCHITECT) �� �� / C'L.L. i IS 20.45 �.. SAILOR COURSE OF BRICK PAVERS 2 i - `� i AW CUT LINES �� - �J 1� �� ii C.L.L. / / TO MATCH EXISTING BRICK PAVERS 1 / BS 20.55 �� ♦ SAW CUT LINE ./ /i I %`� , ♦ i� 8" X 8" TIMBER STEPS - , _153; �L., ........................ FINISH SAW CUT EDGE OF WALL TO MATCH EXISTING ' .......:... . r' t... _. • .• ...tt.;•R• . M r ............. 1 IT LAYOUT ::�" " 2 GRADING ,SITE L ...... .:......:. L2.1 SCALE: 1" - 10' -- .."....- L2.1 SCALE 1 - 10' LEGEND ABBREVIATIONS PROPOSED DESCRIPTION EXISTING SYMBOL DESCRIPTION GOLFCLUBHOUSE ADDITION C.L.L. CONTRACT LIMIT LINE TW TOP OF WALL NOVEMBER 8, 1994 - - - - -- - - - • SAW CUT LINE BW BOTTOM OF WALL 15.53 SPOT ELEVATION 24.1 IS TOP OF STEPS 1 14 CONTOUR 11 BW BOTTOM OF STEPS ------------------- ® BITUMINOUS CONCRETE PAVEMENT IF TOP OF FOOTING © CONCRETE PAVEMENT O FROST PAD SITE LAYOUT AND GRADING PLANS O 2" DIA. STONE MULCH UNCRUSHED STONE MULCH FOUNDED 1916 © PLANTING BED Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Q TREE Telephone 508-428-6981 �./ ■ - -------------------------- ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------—------------------------------- ---------- --- I 1 P 1 1 I 1 1 _ 11/2" DIA. 40 SCHEDULE STEEL PIPE RAIL I (TYP.) RUSSE11 1 I FINISH GRADE -ON GIBS 1 i \ _ 1 I I3 1 j WELDED JOINTS TO BE GROUND SMOOTH BITUMINOUS CONCRETE 1'-2" 1'-0" (TYPA I SURFACE COURSEonODHIEN 1 O �/"� O O o l Y ) O O M io �[-NI�J �JU��/J QQ BITUMINOUS CONCRETE Q 60 v BINDER COURSEL O o O ° 1�/2" O.D. 80 SCHEDULE STEEL PIPE POST Architecture 281 Farmington Ave r O O D COMPACTED PROCESSED AGGREGATE (TYP.) Engineering Farmington,CT 06034 1 FINISH GRADE OF STONE MULCH pj�g I COMPACTED SUBGRADE 11_011 4'-611 203 677 8556rs r I BITUMINOUS CONCRETE PAVEMENT Interio Graphics fax 203 677 6507 6" X 6" PRESSURE TREATED COLUMN 1 BITUMINOUS CONCRETE PAVEMENT 1 L3.1 NOT TO SCALE VARIES 8" X 8" X 8'-011 PRESSURE TREATED COLUMN BASE 1 SEE PLANI TIMBER (TYP.) 1 _ TOP OF FOOTING SLOPED TO DRAIN MULCH FINISH GRADE CAST-IN-PLACE CLASS 'A' CONCRETE W/ RUBBED FINISH 4" X 8" X 2" BRICK PAVERS o Lq 2'-8" 1'-8 ' FOOTING (TYP.) TO MATCH EXISTING GROUTED IN PLACE 45e BEVELED EDGE (TYP.) 1 1" DIA. X 3'-0" REBAR PIN DRIVEN THRU 6" 1'-01, CENTERLINE AND FLUSH WITH SURFACE X5/" DIA PLASTIC-COATED STEEL DOWEL (2'-0" O.C. TYP.) OF TIMBER-3 PER TIMBER (TYP.) 1 EXISTING CONCRETE SLAB - FINISH GRADE W/ PEBBLE SURFACE ° U UNCRUSHED STONE TO MATCH EXISTING STONE AT EXISTING TIMBER STAIRS EXISTING CONCRETE SLAB I? N v ,> o M --,--SHREDDED BARK MULCH _W — PREMOLDED JOINT FILLER C° COMPACTED SUBGRADE _ — \/\ \/ ��PLANTING SOIL MIX O Oo \/ \ SOUARE FORMED TOP SECTION O NEW CONCRETE SLAB O°O 00 o O /\/\/ 12" \ OF CONCRETE FOOTING on COMPACTED PROCESSED AGGREGATE I W I O O O NOTE: DRILL HOLES IN FROST WALL 1 AND EPDXY IN DOWEL W/ PLASTIC 3 - 44 REBARS (2'-0" LONG REMOVED AT EPDXY BOND 1 2 BRICK PAVER EDGE EXISTING CONCTRETE SLAB 4 TIMBER STEPS r CAST-IN-PLACE CONCRETE POST FOOTING 1 • NOT TO SCALE NOT TO SCALE 1 1 1" CHAMFER ON ALL EDGES ___ SBNOTUBE FORMED BOTTOM 18" SECTION OF CONCRETE FOOTING FINISH GRADE (SEE PLAN FOR SURFACING) FINISH GRADE UNDISTURBED SUBGRADE I01 FINISH GRADE OF MULCH SHREDDED BARK MULCH RAMP COLUMN FOOTING /\ PLANTING SOIL MIX 1 PLANTING SOIL MIXTURE w NOT TO SCALE CAST-IN-PLACE CONCRETE WALL a 3'-0' 8" X 8" PRESSURE TREATED TIMBER /j /� /� j W/ RUBBED FINISH ON ALL EXPOSED w ' \ \ \ DEADMAN LOCATED AT REBAR PINS 3 v r�� /��/�\ SURFACES LLJ V) i i ,.C\�. (TYP.) Z O FINISH GRADE OF RAMP w / �j / F_ ° O°�0 "O°�) = 2 DIA. BLACK PVC PIPE WEEP HOLE 4'-311 i i \\ \\ \ x o W/ PIPE SET 1 BEHIND FACE OF WALL (TYP.) i 1 w o v AND FILTER COVERING BACK OPENING 74' DIA. STONE _ O ii _ 0 0 a 00 O — 04 REBAR 2 12" O.C. (HORIZONTAL) 5" (TY .) 0 — � •5 REBAR 0 16" O.C. (VERTICAL) FINISH GRADE o PRESSURE TREATED RAMP AND GUARD O 2" DIA. STONE RAILING W/ METAL HANRAILING ii ° O O 00 i \� \� �� o 00 2 - 45 REBAR CONTINUOUS COMPACTED SUBGRADE j�/r�//�//� o0 o (TOP AND BOTTOM) - -� O 1 o b ca - FINISH GRADE OF BITUMINOUS DRIVEWAY \\ \\ \\ \\ v (D 00 O 4" DIA. PERFERATED PVC PIPE o SLOPED TO DRAIN FINISH GRADE OF CONCRETE PAVEMENT — I p ,o I I I I 2" X 4" KEYED JOINT (CONTINUOUS) —I I II I I HAUNCHED CONCRETE PAVEMENT PORED 8" X 8" X 8'-0" PRESSURE TREATED _ ° ° ° ° ° ° o e o OVER TOP OF PORTION OF POST FOOTING TIMBER (TYP.) - — 5 - 94 REBAR 1 o I •. , , . , •4 REBAR a 16" O.C. ° BITUMINOUS PAVEMENT FLUSH WITH N ° o - TOP OF TIMBER WALL o CONCRETE PAVEMENT 5'-4 4'-0 1, A, CAST-IN-PLACE CONCRETE FOOTING o UNDISTURBED SUBGRADE `D 12'1 811 2'-2" 1 1 I _ "3'-10 _ CONCRETE 3.000 PSI STEEL: 60,000 PSI - - - - - - - - - - - - I - - - - - - -- - - - - - - UNDER SIDE OF CONCRETE PAVEMENT AND RAMP SUPPORT 1" DIA. REBAR PIN DRIVEN THRU CAST - IN - PLACE CONCRETE RETAINING WALL CENTERLINE AND FLUSH WITH SURFACE — — — — — — — — — — —� ' OF TIMBER-6' O.C. (TYP.) NOT TO SCALE 4 6" HAUNCHED CONCRETE PAVEMENT EDGE PARALELL TO RAMP 3 GRAD TIMBER RETAINING WALL 1'-0 ' 1 -0 2I'-0" X5/8'DEA. PLASTIC-COATED STEEL RAILING POST SET IN CONCRETE NOT TO SCALE =N 1/z" DOWEL W/HILTI HVA SYSTEM TO RECEIVE POST AND BE NOTUBE G E SLEEVE GROUTED (2 -0" O.C. TYPJ IN PLACE SCORE JOINT W/TOOLED EDGES o 1/4" WIDE x 1" DEEP (TYP.) X X ALL DOWELED EXPANSION JOINT -'EJ' (TYP.) 8" X 8" TIMBER RETAINING W GOLF CLUBHOUSE ADDITION N 0000 0 0 PLASTIC PRC V2" D JOINT FILLER. BLACK o D O o O O `� PLASTIC 1 WIDE JOINT CAP, AND 0 OO O 00 TOOLED EDGES CAST-IN-PLACE CONCRETE RAMP SUPPORT NOVEMBER 8, 1994 0 REINFORCED CAST-IN-PLACE CONCRETE ELEVATION END OF RAMP UP TO CART BARN o^ �Q O 8 o OU 06 W/ WWF (4 X 4 W1.4 X W1.4) SCALE 'y4" - 1'-0" I I COMPACTED GRAVEL SITE DETAILS COMPACTED SUBGRADE FOUNDED 1916 CONCRETE SIDEWALK WITH TYPICAL JOINTS Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 L3.1 NOT TO SCALE ■ Telephone 508-428-6981 5a0,_0„ B02 I A 803 1 A A 96 A 96 F� I� ,`\ � =17 I IRUSSE I I L _,!r\/`(,s _ 1 I ( ( 1 1 �9i ,,t' + 11 1 I r l I ,I,' AS NOTED AS NOTED A$ NOTED 2'-6" Ili+ �._ � - - - -NJ - - - - -_ - --- - - I 00 r�1 ' ,IL ,� f rti r� aiL� , , T - -� ,, F� --► F � , ��F = �_ � to MAINTENANCE AREA _ ,• 1 ,, , I �=se I , ,. 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I I I P N ABOVE I I I - • SHELVING - — - r, I II I , I - - - = T - r - BELOW I I 1 GENERAL NOTES r�4'LL0 I i. 41 1 i J: - - - -,I I I i`,�F =1�� I Z I I - I ,� I I M I I II ' I 1 1 1 � I',' I ' CLUB STORAGE m l ' 1. PROVIDE ALL REQUIRED DOOR HARWARE. f� I 'I 1 I I I I ' I' I I 1 I I I 1 N , - - - - - - - MATCH EXISTING, WITH APPROVAL BY Y ARCHITECT PRIOR TO INSTALLATION. Ii�� I � �I ! J; �I - - - - - - - I I I hJ �� I r y I r�j I I I :..' 0 3 I _ _ 2_ PROVIDE ALL REQUIRED TOILET ACCESSORIES - - - - - -' I M % I '- - - - - - -'� - I pp L_ _ _ _ _ _ L N w I - - TO MATCH EXISTING. 1 I , I ,��r r,, q ��� 1 CLUB I - 1') I NEW PRESSURE F '. F t Or = 7 , / ` 1 , i 1 I , I ;`�,•9, �I`j N BAG STORAGE UNITS I TREATED STAIRS CLEANING , = ; .>;♦, i'x4 ��� � I I �� I ��' � I I , � + 'I O I � Y I is , - - - r �d ' I I I I NEW ADDITION = 1J r— — — _ f N I „Y>Tya I MATCH ALL EXISTING DIMENSIONS A3.1 AND FINISHES. REUSE EXISTING TRIM, �., _ _ _ 4'-0" 4'-O" WINDOWS, ETC. AS POSSIBLE , fin In r�' t �I ,I BATTERY CHARGER it- Til , F� I� ,ILT - T�, RACKS ABOVE (TYP.) B 7 B kill, i`I I 1 1 4 I I I «� I SEE DETAIL B06 B 1' 0' 31/z" 0 , f � r - - - - - - B 36 B 36 I + - I I IE`a 1� -1 - - - -� I ---- - - -- ---------------- �����������ti B08 D - - 801 A I TR4SH STAFF B 36 1 . ;:—.. DINING ,- - - - - - - - - - - -- - - - - - - - - - - - - - -- - - - - - - -.. A 96 , A4.1 B09 C 22'-0" 22'-6" d C - --_ RELOCATE EXISTING SINK B10 B LINE OF EXISTING DECK ABOVE B 36 ' , 41/2" /� 4i/2" B11 B '- - - -' ` Ex. '• - - - - - B 36 , f - - s 1 1. -._.,. I cfl 1 t } ...._ __.__................i f I - - - - - - - - -1 � i _ I 51-1" 9'-3 , I _ ' NEW FOLDING PRO € - PARTITION „ 1 ' A/C _ �.. _f. OFFICE f } s S I RELOCATED FIXTURES } -•••«i , 3 3 A/C STAFF TOILET MECH. it r ... «. _. _ .., f ROOM . ; - - - - - - - - - - - I STOR. _ -r- I - - - - - - - - - - - - - - - . - - - - _..3 f f _ r l I 41 „ 3 ^ , t S 1 '• 1 s f ...............rt� TILE ;CURB OFFICE p AT sHOWE ;^ } t «, r ... - i f '• \ - I MEN LOCKERS I f E TACKBOARD > RE-TILE - } t �...... I s ; �.,.,.,,..,....... . i i_ a37�3b� ,... F t SHOWER , , a,�fb - I I I STALL it .. ; RELOCATE EXISTING A/C UNITS LOWER LEVEL FLOOR PLAN - - - - - f �`= LADIES' LOCKERS 11 e u . .. I t I ..............-....,,.,.. ,...,,,.,...,,,,, ,,..,,,,....,...,,.,,...,...,......,...,.,,......,.. �,,... 1 I 8'-2„ 2,-0„ 3,_91/ „ 236 : r 41 „ } , T T _.._........"....." GOLF CLUBHOUSE ADDITION ? IUP 0 0 I I ; 4 : ? _.,_ _ ................................................�.�,.,w, .._..,.. I l i i j } ---•! ? s !• ? _ � = z,,.,.....................,,.,.,..,.,., it...,,..«,,..,.....,...,.,...«....,..•........,...r,.,.,..,.,.,_...,..., t s y ? i 1........... ,, ... ,, ,.,N;w;.. ,w.,,,,,„ w«»,,».,. .. N0 V ............... ..... .... ................................... . ...� EMBER 8, 19 9 4 ! ± i _ -y 2 _..� _......._,..._�-..._...,�,_..w�.._„_..,.,.,.. .a _..,..�..,�._._.�.. J TOILET f f f I 1 1 ; ? „ ,.Y.,, ,::"::�:"::" : `:�::: " :;: ::: :": ":" : -L-.......................::::.i„ ,1............_....._......_.._. : 1 = ; SHOWERS s ................... ..... . .., . .., .» ,,. ...,....,.. ,.,..,....,..... .. 1 1 i RELOCATE 32 EXISTING/2 LOCKERS 1 .., ,.. .. ,. ., . ? :t • AND ADD 30 NEW /2 AND ? f ! 30 NEW FULL-LENGTH LOCKERS =', _ .............. .,.,; ., „t.. _.., _.., _ , ,.. .,..... ,,, ` ? ? ILOWER LEVEL PLAN tonalNEW ADDITION � � � °� = I ? s { FOUNDED 1916 { ; i i MATCH ALL EXISTING DIMENSIONS j ; 1 ' Sea View Avenue Wianno Cape Cod Massachusetts 02655 AND FINISHES. REUSE EXISTING TRIM. - - - - - 113.1 } i - - - - - - - - - - - - - - - - - - - - - - - - - - 1 _ I F , J. 7 GIBSON PHR DOHIEN WINDOWS, ETC. AS POSSIBLE { I. Telephone 508-428-6981Al . o . o ; , , ' ----- -------------- ----------------------------------------------------------- ------------------------------------------------------------------------------------------------------------------------------------------------------------ -- ---- - ---- ---- ------- ----- - - 1 c^ ; O O goO , I i ! + I I �,P (� rot .- - - -7 - -1 Lr�3 1 t1= , f F F� I IRUSSE11 - till QTf I If \rZ.2I� 0 IE4+ r I GIBSON - T J 1- - - _ - r - r , , - T - - __ - - -!1 -I� - - - - - r1 - - - - 1 I 16-1,0 -I�`I Ord t31 I II I Lr e; r` yy'Z\ , o+l •:.\ I- � i f I F(� I ' /IC- -- ' I I \ ' I rJ ; Fv nODHIEN f ' 1 ' h 2 4� 1 I , I �}19i , Its t•l i ,?�i ? I " 1 ' - - - ' ' I A �i II - `' i 11 �� I I ' a K � 1 I I L L t l� I I 1 I I I 11 I I I t� I ', ' " , ' _ J=_ _ _ -� _I I , s � , I - I , I I i ' ,I C,��_„�-•I 1 ' � ' I ' I Arlchitect,<m 2gi Parmington Ave / L _ ti I I I , v l LJ I I 1 1 t1 ! 1 f 1 1 E �ia ,� -- 1 - �I sib I I I J ! I I I I 1 E pia I, 1 i rl 1 ` - I - I - - '�'_ =l -,J 1 r- - - �J= _'I - - i - I r i Y I - I - - '_ =lr - - -�1 , r�a s- q I 1 r f i- �J= _' - - - I - J- i L - - -` i 102 D sneering Parmingbon, CT 06034 7 - - �-_-n r -_-�� _ 1-\ r-�- � - 7 - -t�_rl - -�rl - + I_ 4� tP I t� 1 I ,�_ _ _� I rat y, �\ _I_ I I I '- -1 rJ ,P r- 1 =� B 36 p lwmilm y _ 'I BYsf II I I� - _ _ _ _ ' �I �j 1 f, I ` 1 I`I _ I - I- Y'I 1 F�t Intffiors 203 6n 8556 ' J--v 10 ',� ; ;-' I 1161' 1 ; ) 1 L t� _L _ 1`� I It: t'I I I I I I I 1 1 I ' r I 4. _ ! I v u I 1 Ir� GOLF CART BATTERY GTap aalc Zti3 67/ 6507 1 I I I l 6 �a �1 I I ' I pia '1 -li - - - i RECHARGER UNITS 1''0" 4 0" 4'-0 "1 ! I1�_ _ _ _ _1� 1 r 4J_ I I I '`� I I I _lr 7 J - - - - - _ - - - - 1 LT -7- „_"I - - - - _'" - - - - - - - - I „`tp I (BY OWNER) ON NEW ]3112., WOOD SHELVES HUNG _2 5 FROM CEILING FRAMING ty i rat yr Z, I I I_ I r$ n II -' _' �I � � I 1 �r zip ' 1 , Fry ,� I LT ABOVE ,T9i IIt' t�1 .2GS , 1 ( i ' I AJ< ® a-� I N ,I 4 j i lh I ; - -, '� � ,— , ' ' II ~i 11 ; '� � I � ' ; ;17� ' ; D I I I i - 1�- - � - -1 I I I I 'l �� t 1 I I I I r 1 M IL. 1 -�T z _1 L (___�_ _ 1 r j 4J- I I I -r , - I I I Tl -1 - - - - 1 _1 ,r,r,r,, 1 - - - - _'' - - - - - - - - ''= - - - - -I I�,r,r ,r� 9 1\� OF =1 _ I l _s 1= 4' �rl F - 1 `' N i I I i - - I I -� II 1 I " ' 12 II I , ,2N 1 ' Il_ ; , II � � 2 - - - - t` I I I I I t I ' t` I I I I 'V , I I ' �1 tL�l 1 I I I I CT - 7_ „ rl I I � I ' , ' Iv f"c tLrl I I I + ' I 1 � � O `I I I � I ' i I 1 I E� , i } I , , - _ , , 1 I NEW PRESSURE TREATED STAIR _1lt I I 1 l I i 1� 2 6 1 , ' r�j 4J I I ! i I I t I is t� I1 r ss I ) I I + + I 1- �I,>• 1 3 Lr �� r; y1�\ -I_ I -,- r5r� f- Lr , I - - - - - 1 r I 3 I, 9F _, r t i I lrT f I I I , 11 I I J�, I l t, vi t•I I ,�T ' I 1 I [ -I- - - - -L _1 I ( I I �.� 1 , ' - � ' a � 1 L _ , ' I �� 13 19 7 �� _ L , I I I I i I I t` , III I " I I ' I ' Ilill 1 I �' I ' ' I I " ' I NEW ADDITION ; `• I 1 I l as 7� �' -II - - - - - 1 rr ij I J I I I ' ` I I - I'-- =l I -ia 7, rr si I ) I I I � � -'- - - � � - - - - - - -'- - - - I ,.p��. I MATCH ALL EXISTING DIMENSIONS A3.1 I- I- -�I\\\ �o � 1 AND FINISHES. REUSE EXISTING TRIM, _T F 11 11 WINDOWS, ETC- AS POSSIBLE 1 j", IL,1 , ' 6�1 I I L - - - 1- ` 1 - 1 - - 1, -t� -ia �-I r L - - - -L -I 1 O 101 A 1 A 96 ' 1 1 1 A4.1 22'-0" 22'-6" KITCHEN WALK-IN o ' „ FREEZER o ' TRAFFIC BEARING GALVANIZED STEEL GRATES - 14" x 72"; Q.C. BETWEEN JOISTS ENLARGE EXISTING DECK / ; 4 .�,_-----_� - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -' - - - - - - - - - - __.._.........._._....._...._........................._......... ..{ - - - - - - - - - - - - i RELOCATE EXISTING EQUIPMENT AS REO'D ~' " ~~ ' 1 � I i .•.. 1 NEW SCREEN DOOR + i 4 1 1 x RELOCATE EXISTING DOOR - J DECK ; i i ! f y ..:.12a(:. _.._..._._._..__:].�I..,.,...,...,__......__•....,...]3,,...,,,,,,,,,,,,,,+.....,.,.w,...,,w:.J•c4: .:__...._.........eta..,........_.._.......�.�..�i,,.,,..., .,,,.. ., -. FAU... i w . . ..« w , it _ ........«..�....,,_..,, i..„w..,,,..,.,w.w,,, .. .t ....w..w,w,.:.w,.....r,..: .. .. ............... ..t.�....n......,...::........++.� _ 1 i Q ' - - - ! BAR ; DN + iw.•. �„j ' PROVIDE PRICE TO REMOVE CHIMNEY t A3.1 10 B F�i r - �,' I AND RELATED FOUNDATIONS, AND ! PATCHING ALL FINISHES AND FRAMING A3.1 B - 106 B ► ........._....._... ,t �jj L -__ _ _ - _' 30 EXISTING DINING N A ._1 105 B I __......_....._-. ...._.......I I B 36 PATIO 1 IF 1 �' I # i 4'-3" 15'-2" 3'-9" I a 41/2 4112, i ff I t 1 I 104 B - \ FIXED WOOD iSHELVES B 6 I ' I 1'-6" 0.C.1f L00R TO 11 i 3 1 i NEW PRESSURE THE TED _CEILING_ _ _ DN UPPER LEVEL FLOOR PLAN - - - - — — STAIRS AND RAMP = - - - - - � J L - - - - - - - - - - 1 _. } ( 1 - - - - - � I- - - - - - - - - - - � 108 E 3 0 PV ��Y1 1 �l - _._ 2 f t s s i 1 GOLFCLUBHOUSE ADDITION ? NEW PUSH-UP ROLLING GRILLE BY OVERHEAD DOOR: £ I 1 f• I t ' MODEL NO. NGB4/SERIES 675 F, - -..ww ,w . ... .... .,,.,_,. , „,,, ;.., :,w..,_�._...,,., .,,........:.M.. _�- NEW H . C . TOILET NOVEMBER 8 1994 ~.:.�_ ~.~.. i r..- P R 0 SHOP _ .._.•.._......,..�:.............#:{f�� w...v,.._,.w.w-,.www, � � :. ' _ ,;2ww I - � 10 B 6" �36 e 1' 6' Z' 1' I .,, 1 i� s � NEW ADDITION I , tMAIN LEVEL PLAN WIMPFOUNDED 1916 ,€ i }# 1 ; MATCH ALL EXISTING DIMENSIONS ';..:._ � F t ` I} � ;,. ..: - - - - - - - - - - - - - - 1(- - - -�- - - 1L - - - - - - - - - - - - - I j d - - - - - - ' A3.1 lit ' i i i Wianno, Cape Cod, Massachusetts, 02655 AND FINISHES. REUSE EXISTING TRIM, - _ � T r _ if Sea View Avenue, � • WINDOWS, ETC. AS POSSIBLE } -- --- ::=-: Telephone 508-428-6981 :.:........... _............... _ - , P NEW WIN DQW Al�. __ _� .':::'�::":�:� �. .+w��:" ....._ I? RELOCATED WINDOWS NEW SILLCOCK ------------ - -- - - - - --- _ -_ __- ------------,_ ----------------------------------------------------------------------------------------------------------------------____----------------------- ------------- -----•------.______.........- ------------- --------- -------- --------------------------------------------- ---- -- -- -- - RUSSE11 GIBSON vonDOHIEN + + + , f f , + + + , , + , + f y + + + + + f Archiftaure M Farmington Ave + WEATHERVANE BY GOLF COMMITTEE Parnungton,CT W34 + Planning , VENTILATING CUPOLA AS SCHEDULED Intelion 203 677 8556 + , Graphics fox 203 677 6507 7, . 1 + j , 1 12 8 I I } ; I = , I ; + I i ,i 1 i .......... {�_.t_r�—�"— .}r; srr�� s jt-.•._ t ._�j 'v;�.."_.z+j�- ,3± � i �r .;...' .i' t�� - s µ i{. I I z.t- #+i '4" i; ij{ ' .e `'• i� I ii �,,, "i -.3., i• {,i' :: I j , + {;,...t..t• {....:!t a . 1 t• , : .: .- �...r t•i i'�x"-'s �Pr r•s : •t i•• ••, �i I zt i •u i j•i� � II :,jiy. . ^•-•i r....l....;�, }! :,,�. a...i....%E:... ,i s•, i I ..i.., � j •{�"' f �s�A"E...j....iu...4..ai i i L•msrs::;s +i t } j �::.,s,..•P...... i i ......._.._.._.._......7 _...: + + t t v �0 , + 11 1 t I I 4 EAST ELEVATION� 2 NORTH ELEVATION SCALE1Vp"-1'-0" SCALE1Ve"-1'-0" NOTE: ALL OPENINGS ON THIS FACADE TO BE GLAZED WITH%g+' LEXAN PLASTIC. 1 f i f I i 1 3 i CUPOLA BY STEPHENSON I NEWPORT MODEL I I I I I .._.. ..........._...,............— _.. __ ....... ...... ............. _........................... 1.- 1-1.17.......... ........ ....... 1._...,...,.._...................................._.,....._.......,._...� , 'I........... i ,x.... m» I ,i j - - ,q It �r . 112111 .....1{ y,.... �..,... .....•.. {s.... ,....1' i it + i.« ........1 r y z } 3 i t t I I f Bn-sfr , PAINT ED TRIM Mit :............ .:.".... ` ........ , TO MATCH EXISTING «lRsk1Y]OtYON1, "!;: ..!> ... -....«,......�1?.�,_ ._....., _....{l`.... .�ci.. ._ ... ..... ...... ... .. ......:.::.... ....... ......... lfflllffl111� I I �•... ......... r .... ....... .. .... ...... ... — — « WHITE CEDAR SHINGLES 11ill it ill.' f TO MATCH EXISTING CONTINUE HANDRAIL AS SHOWN: SEE 8/1-3.1 FOR DETAIL i 3 WEST ELEVATION SOUTH ELEVATION SCALE=%'-1'-0" SCALE'Vol'-1'-01 1 GOLF CLUBHOUSE ADDITION NOVEMBER 8, 1994 tann 'W' IMENW111111FOUNDED 1916 EXTERIOR ELEVATIONS Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-G981 A3mO RED CEDAR ROOF SHINGLES 2 x 6 TOP PLATE ANCHOR BOLT RUSSELL /2" PLYWOOD ROOF SHEATHING ICE DAM GIBSON \\ — 2 x 8 RAFTER FLASHING 3/4" T & G PLYWOOD FLOORING FOUNDATION WALL ram- 2" RIGID INSULATION van BOHLEN Architecture 281 Farmington Ave DOUBLE 2 x 6 TOP PLATES WOOD FASCIA TRIM Engineering Farmington, CT 06034 i R planning Interiors 203 677 8556 1 x $ WOOD TRIM WOOD FASCIA TJI 55 / TRUS-JOIST 4" CONCRETE SLAB � �-- 1 x 8 BASE TRIM Graphics fax 203 677 6507 Q WOOD SOFFIT — , r WINDOW FRAME HEAD SOFFIT VENT D D SHIM SPACE 2 x 6 WOOD STUD HEAD TRIM EXTENSION WHITE CEDAR SHINGLES EXTERIOR BRICK MOULD HEADER - (3) 2 x 12 SECTION DETAIL AT FOUNDATION 3 DRIP CAP 4 DETAIL SECTION AT SECOND FLOOR SCALE= �'/:' -t'-o" 5 DETAIL SECTION AT EAVE CUPOLA BEYOND t SCALE= t'/i'-t'-0.. BY STEPHENSON NEWPORT MODEL ATTIC VENTILATION FAN RIDGE VENT Ad --- KRAFT FACE 6" BATT INSULATION 12 � 6 CLEAR i Y4" T & G PLYWOOD T SOFFIT VENT 1 , TYPICAL 5 CART STORAGE r` LEVEL TWO Lo o - LEVEL TWO - - - - - - - v - -_ -7 1 - - - - - - - - - - - - - ELE 25 5 i L0 ELEV . 25. 57i 4 - - - fl III 11 11 111 11 11 111 11 if I AGSTORAGE- - - - - - MAINTENANCE AREA LUB CLE ANIN r` LEVEL ONE _-\_L0 11 1 1 11 1 1 LEVEL ONE LE 5 53 i E 5 i NEW PRESSURE-TREATED STAIRS: 3 HANDRAIL SIMILAR TO RAMP HANDRAIL; SEE 8/1-3.1 r_2 SECTION THROUGH EXTERIOR STAIRS 1 SECTION THROUGH CART BARN �.t ji - sCALE11/.@6-r-0" SCALE='/.~-1'-0.. GOLF CLUBHOUSE ADDITION NOVEMBER 8, 1994 n n n FOUNDED 1916 BUILDING SECTIONS Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-6981 A4mi - --- -- . -_ - ------ _. _ ._._...__ ---- - ----------_---- --------------- - RUSSE11 GIBSON I ; I I ; REINFORCE WALL WITH 2-04 BARS CONT. I ON TOP AND BOTTOM OF WALL (TYP. ALL AROUND) 8" BOTTOM OF ALL NEW FOOTINGS TO 611 IonODHIEN BE A MINIMUM OF 4'-0" BELOW 2 PROPOSED FINISH GRADE ; I I Architecture 281 Farmington Ave ' --- - - - - - - - -- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - � Engineering Patmington, CT 06034 j - - - - -- - - - - - - - - - - - - - - - - - - - - - - -`- - - -}- - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- j Planning I I ( I Interiors 203 677 8SS6 I I I I Graphics fax 203 677 6507 I I I I I i I I I I I I I I I i I I LJ- I 1 ' ; ; 2'-0" x 2'-0" x 1'-0" FOOTING W/ 3-"4 BARS EA. WAY. BOTTOM f i OF FOOTINGS TO BE V-6" BELOW SLAB 2 s�.o I - - - - - -I—�1 -L I I L + I I i I f I I I i I 4' CONCRETE SLAB ON 6" COMPACTED GRAVEL FILL, 6 MIL. POLY VAPOR BARRIER AND REINFORCED W/ 6x6-W2.9/W2.9 W.W.F. I I I i I I I ; I `C -- - I-711� - I 611 I I I I 811 611 I I I I I f WITH 13"x HOOK LAT 48'' o ANCHORS C. 6" I I (TYP. ALL AROUND FOUNDATION) ; I I 6„ I • I I ; - i III- - - - - - - - - - - - - - - - - - - - - - - - - - JIr - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - -� i - - - - - - - - - - - - - - - _ J I TOP OF WALL -8" (TYP. AT ALL DOOR DROPS) ; " COMPRESSIBLE JOINT FILLER ; 1 4" CONC. SLAB REINF. W/6x6-W2.9/W2.9 W.W.F. FOUNDATION PLAN ol . z x x x x ■ x SCALE31/4"-I'-0" - ; ; I 6" COMPACTED GRAVEL FILL ; ON 6 MIL. POLY V.B. ; ; 1 z ; I - I O i 2--4 BARS TOP AND BOTTOM (CONT. AROUND) ; o I ; ; ; I V O v I I 2x4 KEY ALL AROUND GOLF CLUBHOUSE ADDITION NOVEMBER 8, 1994 2 SECTION AT FOUNDATION WALL I BCKE fr'i • T-0 tonji ; 1 ; 1 1 1 ; ; I I 1 FOUNDED 1916 FOUNDATION PLAN Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-6981 simo r------------------------ --yr--------_-------_- _---_--_---_--_-.__•_r------------_r--__..-_--------__-..-------_--------_-__------------__-_-----_--__-_-------_-_--_---------__----_---___---_-__----_-_-----_---__----____---------_--__----_-----_--------_--------------___-_----_----_---_----_-_--------------_------_----------------- r --r----------r--r------- ---------------___--_--__ --_ _.-_--.._____-----_-----_-------_-_-___-_--_---_-___-_---_ _ _.. ..__.___-_-__.___--------------_--------_---------_--_- 1 , 1 1 1 I 1 I I 1 I 1 I 1 I 1 I I I 1 I i 1 1 1 GENERAL NOTES RUSSELL 1 1 I FOUNDATIONS 1 .ALL CONCRETE SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE GIBSON STRENGTH (Fc) OF 3.000 PSI . AND SHALL HAVE A MINIMUM AIR ENTRAINMENT OF 4-6%. 2.ALL EXTERIOR WALL FOUNDATIONS TO BE MINIMUM 4-0 BELOW 1 FINISH GRADE. INTERIOR SPREAD FOOTINGS SHALL BE 4-0 1 2 x 6 16" O.C. BELOW FINISH FLOOR. vonDOHLEN BEARING WALLS 3.REINFORCING STEEL SHALL BE ASTM A615 GN 60 STEEL. WIRE (TYP. ALL AROUND) MESH IN SLABS SHALL MEET ANSI/ASTM A185 REQUIREMENTS FOR WELDED STEEL WIRE FABRIC FOR CONCRETE REINFORCEMENT. Architbeclhme 281 Farmington Ave 4.EXTERIOR WALL SILL PLATE SHALL BE ANCHORED TO THE TOP OF 3-202 HEADER 1 3-2x12 HEADER THE FOUNDATION WITH % o.c. BY 16 LONG BOLTS WITH 3 HOOK. �...�.• INSTALL AT 48 o. c. AROUND PERIMETER. " ` Farmington, CT 06034 STRUCTURAL STEEL ping 1 .ALL COLUMNS SHALL BE OF COLD FORMED ASTM-A500 GRADE-B Interiors 2O3 677 8556 MATERIAL (Fy=42 KSI ). BASE AND CAP PLATES SHALL BE FABRICATED FROM ASTM A-36 STEEL. ALL OTHER MATERIAL SHALL CONFORM TO ASTM A-36 STEEL. Graphics fax 203 677 6507 2.WALL ANCHOR BOLTS TO BE OF ASTM A-307 STEEL. WOOD FRAMING (n 1 .ALL ROUGH FRAMING DIMENSIONED LUMBER SHALL CONFORM TO THE FOLLOWING MINIMUM DESIGN STANDARDS: A. PS-20 LIGHT FRAMING MATERIAL: S4S. MOISTURE CONTENT j 0 LESS THAN 19% BY WEIGHT. B. BENDING-Fb = 1 ,400 PSI (REPETITIVE USE) . Fb=1 . 150 U 18" TJI/55 WOOD JOISTS PSI ( INDIVIDUAL USE ). ' e 161, O.C. C. COMPRESSION PARALLEL TO GRAIN - Fc11 = 1 .000 PSI . — _ _ _ _ _ _ _ D. MODULUS OF ELASTICITY - E=1 .80D.000 PSI . E. HORIZONTAL SHEAR STRESS - Fy = 95 PSI . 2.ALL MICRO-LAM FRAMING MEMBERS SHALL BE LAMINATED VENEER BEAMS AS MANUFACTURED BY TRUSS JOIST CORP. OR ENGINEER 18" TJI/55 WOOD JOISTS APPROVED EQUAL. MEMBERS SHALL BE SIZED AND DETAILED TO MEET THE DIMENSIONS AND LOADS INDICATED ON THE DRAWING. Q 16" O.C. �' AND SHALL MEET THE FOLLOWING MINIMUM DESIGN REQUIREMENTS: A. BENDING: Fb - 2.800 PSI . ALLIGN TJIFLOOR TRUSSES WITH B. COMPRESSION PARALLEL TO GRAIN: Fc11 = 2.700 PSI. WALL STUDS BELOW. (TYP. EACH C. MODULUS OF ELASTICITY: E = 2.000,000 PSI . END OF FLOOR JOISTS.) D. HORIZONTAL SHEAR: Fv = 285 PSI. I 3. SHEATHING: A.ROOF SHEATHING: APA. C-D STRUCTURAL TYPE I . EXTERIOR GRADE PLYWOOD SHEATHING. B.WALL SHEATHING: APA, C-D EXTERIOR GRADE PLYWOOD, EXPOSURE 1 . ENDS SQUARE CUT, SQUARE EDGES. IN — - — - — - — - - THICKNESSES SHOWN ON DRAWINGS. C.SUBFLOOR AND UNDERLAYMENT: SHEATHING: APA STAND-I- FLOOR. ON CENTERS SHOWN ON PLANS, 3/4 TONGUE AND GROOVE PANELS. ADHESIVE SHALL CONFORM TO AFG-01 STANDARDS DEVELOPED BY APA. ; 4.FLOOR JOISTS TO BE AS MANUFACTURED BY TRUSS JOIST CORPORATION AND SHALL BE TJI/55 TYPE. OR ENGINEER ; �00� APPROVED EQUAL. 00 ALL STEEL COLUMNS SHALL HAVE 8"x1/2"x8" A.DESCRIPTION: PLYWOOD WEB JOISTS MANUFACTURED WITH WM 0 BASE PLATES WELDED ALL AROUND AND BE STRUCTURAL GRADE PLYWOOD SIZED AND DETAILED TO MEET THE VE>- ATTACHED TO FTG. WITH 4-1/2 ' DIA DIMENSIONS AND LOADS SHOWN ON THE PLANS. FLANGES TO BE ; U_%_ vi ANCHOR BOLTS. OF MICRO-LAM LUMBER AS NOTED ABOVE. Dm ; fr>o J 5.ROOF TRUSSES: WOOD ROOF TRUSSES SHALL BE FABRICATED BY O W 0~ 0 TRUSS ENGINEERING CORPORATION, OR BY ENGINEER APPROVED ; zQoo U EQUAL. � — _ _ _ _>�__ _ — _ _ - __ A. TRUSSES SHALL BE MANUFACTURED AS PER ENGINEERED DRAWING w w WITH ROUGH LUMBER MEETING THE MINIMUM REQUIREMENTS OF ; PART 1 ) ABOVE, AND SHALL MEET THE DIMENSIONS AND LOADS ; 0 V) _ SHOWN ON THE PLANS. o w o x B•CONNECTOR PLATES SHALL BE A MINIMUM OF .036 AND SHALL ; 3-2x6 WOOD POST 3`n�z� _ 31/2" DIA STEEL PIPE COLUMNS ;BE MANUFACTURED FROM STEEL MEETING THE REQUIREMENTS OF ; FROM TRUSS SUPPORT r Cr z W/ 4"x/2"xO'-8" CAP PLATE ASTM A446-GRADE A. OR HIGHER. PLATES SHALL BE HOT- ABOVE Cl-m o� WELDED ALL AROUND (TYP. AT DIPPED GALVANIZED ACCORDING TO ASTM A525. AND MEET THE _ z)(n (v 5 LOCATIONS) REQUIREMENTS OF COATING DESIGNATION G60. o C-LUMBER DEFECTS SUCH AS KNOTS AND WANES SHALL NOT OCCUR AT ANY CONNECTOR PLATE LOCATION. i D• TRUSSES SHALL BE BRACED SECURELY BOTH DURING CONSTRUCTION AND AFTER PERMANENT INSTALLATION IN ACCORDANCE WITH "BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS" (BWT-75 ) AS PUBLISHED BY THE TRUSS PLATE INSTITUTE. MATERIALS FOR BRACING SHALL BE ; FURNISHED BY THE ERECTION CONTRACTOR. E- TRUSS FABRICATION DRAWING SHALL BE SUBMITTED FOR - _ - _ _ _ _ _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - - _ - _ - _ - _ _ _ _ _ _ _ _ _ APPROVAL BEFORE FABRICATION. AND SHALL BEAR THE SEAL OF REGISTERED PROFESSIONAL ENGINEER FROM THE STATE OF MASSACHUSETTS. I 6.RAMP FRAMING 3-2x12 HEADER A. ALL LUMBER TO BE PRESSURE TREATED, SEE ARCH. DRAWINGS 3-2x12 HEADER FOR INFO. AND ADDITIONAL DETALS. 2 x 6 Q 16" o.c. B. ALL BOLTS, NAILS, LAG BOLTS, BEAM AND JOIST HANGERS SHALL BEARING WALLS BE GALVANIZED AS PER 5.B ABOVE. (TYP. ALL AROUND) 2x6 PECKING WITH SPACE BETWEEN I 1 I 1 3-2x6 WOOD POST LATTICE CLOSURE PIECE 4x4 RAIL POSTS BOLTED TO FACE OF 2-2x12 STRINGER WITH 2 ABOVE DIA, THRU BOLTS. POSTS � 4'-3'4 FROM TRUSS SUPPORT O.C. TYPICAL 4X4 WOOD POSTS BOLTED TO FACE OF STRINGERS WITH 2-Y4" DIA. BOLTS (TYP. ALL POSTS) LLJ I 6x6 POSTS AT MID-SPAN OF RAMP. v ATTACH LATTICE TO INSIDE 2x6 DECKING W/1/4" SPACE ; ATTACH POSTS TO BASE USING " ~ FACE OF EDGE STRINGER BETWEEN BOARDS ; SIMPSON 'CB66' COLUMN BASE. - a 2-2x6 CROSS BRACING BELOW HEADER. I ao -' ONE BRACE EACH SIDE OF POSTS. 2-2x12 STRINGERS -2x12 STRINGERS I I I 2x6x0'-8" SPACER BLOCK I 1 $1.1 6x6 WOOD POST AT 2-2x12 STRINGERS ATTACHED TO TOP MIDPOINT OF SPAN - 2x6x0'-8" SPACER BLOCK TYP. EA. END OF BRACE OF POSTS WITH SIMPSON 'CC3 1/4-6' COLUMN CAPS ' 2-202 HEADER. ATTACH TO STRINGERS PRESSURE TREATED LATTICE-SEE Ld WITH SIMPSON 'HUS212-2TF' JOIST HANGERS. LANDSCAPE DRAWINGS FOR EXTENTS � 2-2x6 X-BRACES EA. SIDE Ea SIDE of POST O /X M N CONT. 2x4 NAILER ON 8x8 TIMBERS 6x6 WOOD POST AT MIDPOINT OF SPAN 2-2x12 STRINGERS 1'-9" FOR ATTACHMENT OF LATTICE SCREEN FROM OUTSIDE FACE OF RAMP. 2-3/4" DIA. x 6" LAG BOLTS ATTACH TO HEADER WITH AT EACH END OF X-BRACE SIMPSON 'HUS212-2TF' JOIST HANGERS. Bx8 LANDSCAPE TIMBER WALL- SEE LANDSCAPE DRAWINGS FOR EXTENTS 18'' DIA. SONOTUBE FOUNDATION- SEE LANDSCAPE PLANS GOLF CLUBHOUSE ADDITION 2x12 AT CENTER OF RAMP. ATTACH TO HEADER WITH SIMPSON 'JB 212" JOIST HANGER. NOVEMBER 8, 1994 RAMP SUPPORT BASE-SEE SEE LANDSCAPE PLANS DIA. SONOTUBE FOUNDATIO - LANDSCAPE DRAWINGS SE 2 SECTION CART RAMP SCALE=%?" - r-0" ann MAIN FLOOR FRAMING PLAN FOUNDED 1916 SCALV/4N.r-o.. MAIN FLOOR FRAMING PLAN Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-6981S1 ■ I 1 I I I f ----- ------------------------------------------------------------_. _______-----------•------_..._-- •-_----_----------------------- - - --_---_------_ - _ ....._......... ----_-- .------------------.-------------------------------------------------------------•------------------------------------------------------------------------------------------------__- ---------------------- - RUSSE GIBSON 2x4 & 16" INFILL FRAMING 2 x 6 16" O.C. von DHIEN BEARING WALLS (TYP. ALL AROUND) WITH BLOCKING AT MID-HEIGHT OF WALL. Architecture 281 Farndngton Ave Engineering Farmiagtun,CT 06034 planning tn .� Interiors 203 677 8556 Graphics fax 203 677 0507 2x6 CONT. LATERAL BRACING- W W ' SEE TRUSS SECTION FOR PLACEMENT. m m TYP. AT 4 LOCATIONS � Q i i -- --- --- Z- --- --- -- --- --- --- -- --- ------------ ------------------------------------------------------------- ------Cr -- WOOD ROOF TRUSSES AT 16" o.c. WITH NTERIOR i i 25"x54" ROUGH FRAMED i OPENING BETWEEN TRUSSES FOR ACCESS LADDER TO ATTIC TRUSS RIDGE LINE i 2x6 BRACING ON TOP AND BOTTOM CHORDS OF TRUSS. (TYP. EACH END ` OF ROOF) CONTINUE BOTTOM CHORD ' BRACING AT '20' o.c. i -- --� --- -- --- --- -- --- --- --- -- --- --- -- --- -- -- --- --- --- -- --- --- -- --- -- - ------------------- ----- ----- i 5' 4" A. END -- --- --- �- --- -�� -- --- --- --- � --- --- -- --- --- -- --- --- --- -- --- --- -- --- --- ------ --- --- -- --- -- ------ - 2-2x6 WOOD POST 6 x 6 WOOD POST \ FROM TRUSS SUPPORT FOR TRUSS SUPPORT ,� /, \ `` HEADER DOWN TO FDN. BEAM DOWN TO FDN. iol 3 2x12 HE ER , - - - - - - -- - - - - - - - - - - - - — — — — — — — 25 P.S.F. (L.L.) 20 P.S.F. (D.L.) , LOAD CASE 2 (UNBALANCED) 2 x 6 0 16" O.C. ' 6 x 6 WOOD POST INTERUPT TRUSS SPACING BETWEEN 3rd AND 5th i BEARING WALLS , ,' , FOR TRUSS SUPPORT TRUSSES FOR ATTIC ACCESS LADDER. INFILL WITH i (TYP. ALL AROUND) BEAM DOWN TO FDN. 2x4 0 16" ox. ON BOTH TOP AND BOTTOM CHORDS. 1 WITH BLOCKING 'AT/ ,' 1 MID-HEIGHT W WAL. , 25 P.S.F. (L.L.) - 2D P.S.F. (D.L.) 1 LOAD CASE i (TYPICAL) 4-1yq"x16" MICRO-LAM BEAM TOP/BEAM FLUSH WITH TOP/WALL � � 1 ' ' I 1 i CONT. 2x6 LATERAL BRACING 1 / 2x4 NAILER AT 4 LOCATIONS i � ' I i ROOF FRAMING PLAN , WIND LOADS: WIND LOAD � -8.4 P.S.F. -11 P.S.F. 0 SCALE3V4's-�._0.. m 1 *6.3 P.S.F. � 1 i �" T & G PLYWO D DECKING Ld I 0 2x8 ,� CLEAR ' Cr 0 24" O.C. ' I 12 i i i i N 1 50 P.S.F. (L.L.) 5 P.S.F. (.D ) 10 P.S.F. (D.L.) 71/4 T YP. DORMER OVER-FRAMING GOLF CLUBHOUSE ADDITION ROOF TRUSS LOADING DIAGRAM NOVEMBER 8, 1994 NOTES: -LOADS TO BE COMBINED AS PER REOUIREMENTS OF THE LATEST MASSACHUSETTS BUILDING CODE REOUIREMENTS. -NEGATIVE LOADS (-) ACT IN AN UPWARD DIRECTION. -COORDINATE ATTIC SPACE SIZE WITH ARCHITECTURAL DRAWINGS -SEE DRAWING S1.1 FOR TRUSS AND FRAMING NOTES. tan 'low '.qmmw-'�� (%Wl FOUNDED 1916 ROOF FRAMING PLAN Sea View Avenue, Wianno, Cape Cod, Massachusetts, 02655 Telephone 508-428-6981 S1m2 __