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Cape Cod Nutrition 08-17-22 insp
., 4% �+ E RT ARCHITECTS,INC. ARCHITECTURE CONSTRUCTION —ERIORS PLANNING 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 (508) 362-8883 .rranAl 01fTFCT&0W. NEW BUILDING FOR: CCNC - 75 IYANNOUGH ROAD HYANNIS,MA I �I li II I I III I lid, III � 11 I I V II it ICI ill�l I '� i� lll i ! wtiZrP'a L".__ 'E..J� w-w E e '�. a . .,m' ' S I 1 N T 14 _... tl CONS ......_ li ........_ I :.L :_........I vI MESS PUN5ARE NOT O RE USED ' I� !... f .:.....� I' .. ..... FOR PERMITTING M OR INATUR UCRON PURPOSES UNLESS SiAMPEO h SIONED ffl STAMP RAND A5IGNANREC� 1 � 1 r. . .rc _.. DATE ISSUED: REVISIONS: • I LIST OF DRAWINGS C.0 COVER SHEET AB.1 ABBREVIATIONS PERMIT SET L.1 LANDSCAPE PLAN (BY OTHERS) PROGRESS SET PRICING SET S.1 20 SCALE SITEPLAN (BY OTHERS) PROGRESS SET S.2 SITE/ SEPTIC PLAN (BY OTHERS) FDN.O FOUNDATION PLAN NEW BUILDINGFOR: FDN.1 FOUNDATION DETAILS CAPE COD NUTRITION CORNER A.1 FIRST A.2 SECOND LOO D FLOOLAN RPLAN A.3 ELEVATIONS REGISTRATION Y A N N O U G H ROAD A.4 ELEVATIONS H YA N N I S, MA A.5 SECTIONS _ A.6 SECTIONS '�� ' •- A.7 WALL SECTIONS ° ' Z ` A.8 WALL SECTIONS A.9 INTERIOR ELEVATIONS SHEET NO. A.10 DETAILS I C.0I F.1 FIRST FLOOR FRAMING COVERSHEET e._ -TOTAL NUMBER OF SHEETS F.2 SECOND FLOOR FRAMING IN SET: F.3 ROOF FRAMING PLAN 20 THIS SHEET INVALID at - UNLESS ACCOMPANIED BY PERMIT SET 12. 17. 0 4 A COMPLETE SET OF WORKING DRAWINGS ICI u. • , J 1, • - � ��LIST OF ABBREVIATIONS MATERIALS SYMBOLS ERT ARCHITECTS INC. i . ARCHITECTURE CONSTRUCTION INTERIORS PL.ANNUNG A.B. ANCHOR BOLT FAB. FABRICATE (D) QUAN. QUANTITY IIIII ASPHALT CONCRETE 939 MAIN STREET, D1 A.B.C. AIR BARRIER CONSTRUCTION F.D. FLOOR DRAIN PO BOX 343 NORTH ARROW YARMOUTHPORT, MA 02675 ABV.. ABOVE _ FGL. FIBERGLASS INSULATION R RISER _. CONCRETE (508) 362-8883 ACT. ACOUSTICAL TILE RAF. RAFTER � I WWW=ARCWWXWXft ADJ. ADJUST FIN. FINISH R.D. ROOF DRAIN GYPSUM & WALL BD A.F.F. ABOVE FINISHED FLOOR FIX. FIXTURE REFL. REFLECTED I 1 NEW BUILDING A.G.L. ABOVE GROUND LEVEL FLASH. FLASHING REF. REFRIGERATOR BRICK;ij;;/ I 2 ALUM. ALUMINUM FL. FLOOR INTERIOR ELEVATION KEY FOR: REINF. REINFORCEMENT I 3 SHADED TRIANGLES INDICATE A.S.B.O. AS SELECTED BY OWNER F.O.S. FACE OF STUD ELEVATIONS DRAWN ASPH. ASPHALT FND. FOUNDATION REV. REVISION R.O. ROUGH OPENING CONC. MASONRY UNIT F.S. FIRESTOPPING I CCNC 88 BASEBOARD FTG. FOOTING ! Ya-RvF T"T STONE FILL ELEVATION S.B.C. SUPPLIED BY CONTRACTOR I u. SECTIONS&ELEVATIONS B.O. BY OWNER S.B.O. SUPPLIED BY OWNER 75 IYANNOUGH ROAD 8D. BOARD GALV. GALVANIZED SCHED. SCHEDULE =nn=III-n HYANNIS,MA EARTH SHTH. SHEATHING BET. BETWEEN GL. GLASS ai=1!li IIII.II I BLKG. BLOCKING GWB. BLOCKING SIM. SIMILAR EL. 92•-0" SPOT ELEVATION BLK. BLOCK (ING) SLR. SEALER SAND BM. BEAM HB. HOSEBIB SLT. SEALANT ; HCP. HANDICAPPED BRK. BRICK '' !%'�'�%%:',; GRANITE SPEC. SPECIFICATIONS i BSMT. BASEMENT HDR. HEADER j S.S. STAINLESS STEEL F.F. EL. 102'-0" PLAN ELEVATION BW BEARING WALL HGR. HANGER %`, i STEEL, IRON STL. STEEL HORIZ. HORIZONTAL ! STOR. STORAGE CAB. CABINET STEEL, IRON (SMALL SCALE) C.B. CATCH BASIN INSUL. INSULATION 0 WINDOW TYPE TBD TO BE DETERMINED C.J. CONTROL JOINT INT. INTERIOR T&G TONGUE & GROOVE ��;, ROUGH WOOD (CONTINUOUS) CLG. CEILING THK. THICK THESE PUNS ARE NOT TO BE USED CL - CENTERLINE JT. JOINT PURPOSES UNLESS S—PED&VGNEO �^T FOR PERMITTING OR CONSTRUCTION TRK. TRACK i_ ^ 'MTN AN ORIGINAL ARCHITEcrs CLO, CLOSET I// JI ROUGH WOOD (INTERUPTED) ,/� .-r J\ DOOR TYPE STAMP AND SIGNATURETRS. TRUSS CLPBD. CLAPBOARD LAV. LAVATORY TYP. TYPICAL • CUR. CLEAR L.C.C. LEAD COATED COPPER i,� J ; FINISH WOOD DATE ISSUED: CMPT. COMPONENTS L.L. LIVE LOAD - REVISIONS: U.O.N. UNLESS OTHERWISE NOTED CNTR. CENTER LTG. LIGHTING ULT. UNDERLAYMENT PLYWOOD (LARGE SCALE) 6 A 11 DETAIL COL. COLUMN COMP. COMPACTED, COMPRESSED MAIL. MATERIAL VENT. VENTILATION - GATT INSULATION -. CONC. CONCRETE MET. METAL VERT. VERTICAL CONN. CONNECTION M.O. MASONRY OPENING VIN. VINYL RIGID INSULATION CONSTR. CONSTRUCTION MTD. MOUNTED 6 PERMIT SET PROGRESS SET CONT. CONTINUOUS DETAIL OF PRICING SET WD. - WOOD REFERENCED AREA WP. WATERPROOF (ING) CONTR. CONTRACTOR NAT. NATURAL PARTICLE BOARD PROGRESS SET COORD. COORDINATE N.I.C. NOT IN CONTRACT „ W.W.F. .WELDED WIRE FABRIC CORR. CORRIDOR NO., # NUMBER PLASTER & GYPSUM BOARD CPT. CARPET N.T.S. NOT TO SCALE A PARTITION TYPE C.T. CERAMIC TILE ACOUSTICAL CEILING TILE O.A. OVERALL I I DIA. DIAMETER O.C. ON CENTER CERAMIC TILE REGISTRATION D.L. DEAD LOAD O.D. OUTSIDE DIAMETER A 8 A 8 BUILDING SECTION DIM, DIMENSION OPG. OPENING i ---- DP. DAMPPROOFING O.A.E. OR APPROVED EQUAL scALE: t/s'�T•_C DR. DOOR o t z ♦ e DS. DOWNSPOUT PAR. PARALLEL ---- 3 � WALL SECTION DWG. DRAWING PL. PLATE I i A B A S SHEET NO. PLYWD. PLYWOOD - i ---- AB.1 EA. EACH PROJ. PROJECT (ING) ABBREVIATIONS EQ. EQUAL PSI. POUNDS PER SQUARE INCH ---- I EQPT. EQUIPMENT PT. POINT TOTAL NUMBER : SHEETS AS A SECTIONAL DETAIL 120T EXT. EXTERIOR P.T., PRESSURE TREATED (� ---- THIS SHEET INVALID „r EXIST. -- EXISTING_ PTD. - PAINTED I � J — ��rf/Afi Ll Tl- • t UNLESS ACCOMPANIED BY A COMPLETE SET OF — SE—IL 7- 1 4 — WORKING DRAWINGS BASEMENT NOTES _ ERT 1. MAIN FOUNDATION WALLS TO BE 10'POURED CONC. W/20#5 TOP &BOTTOM BARS&H5 BARS®1'-0"O.C. HORIZ. AND VERT. REST FOUNDATION ON 10"X20" STRIP FOOTING. PROVIDE 30#5 HORIZ. BARS CONTINUOUS IN STRIP FOOTING W/ ARCHITECTS,INC. KEYWAY. PROVIDE A5 VERT. DOWELS®24" O.C. HORIZ. EXTENDED ARCHITECTURE CONSTRUCTION 3'-6" MIN. ABOVE TOP OF FOOTING. PROVIDE 5/8"X12" ANCHOR - BOLTS®4'-0"O.C. MAX. INTERIORS PLANNING 2. ALL STRUCTURAL STEEL COLUMNS TO BE 4"X4"XIZ4"SQUARE STEEL TUBE - 939 MAIN STREET, D1 COLUMNS TO EXTEND TO FOOTER BELOW. PROVIDE 6 X6"X5/8"CAP PLATE&6"X12"X3/4"BASE PLATE W/403/4" DIAM. BOLTS. WELD ALL CONNECTIONS PO BOX 343 FOOTERS TO BE 42"X42"X15"SQUARE CONCRETE W/30#5 BARS EACH WAY. YARMOUTHPORT, MA 02675 3. DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. A - B. C (508) 362-8883 4. DUST CAP TO BE 4"POURED CONIC. ON COMPACTED FILL. A.5 .5 - .6 CUT JOINTS ALONG WALLS AND BEAM COLUMN LINES. - - - _ . - MIIM.OITAIOCIfILC15.ODY 5. CONTRACTOR TO PROVIDE BASEMENT VENTILATION AS REQUIRED BY CODE(WINDOWS OR MECHANICAL) 6. CONTRACTOR SHALL ENSURE THAT ALL FOUNDATION WALLS MAINTAIN 65'-0" 4'-0" MINIMUM COVER, NEW BUILDING 7. PROVIDE WEB STIFFENING PLATES AT ENDS OF STEEL BEAMS, TYP. I I 8. SEE STRUCTURAL DRAWINGS FOR LOCATIONS OF ALL STRUCTURAL COLUMNS. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS FOR DIMENSIONS. ANY MISSING, FOR: INCORRECT, OR QUESTIONABLE DIMENSIONS NOT BROUGHT TO THE ATTENTION 1 3 OF THE DESIGNER BECOME THE RESPONSIBILITY OF THE CONTRACTOR. B.1 B.1 5 1/2- PORTION OF FOUNDATION WALL TO " ONLY. FIRST FLOOR SUBFLOOR 6" SLAB ®BOT. THIS S 6" SLAB ®BOT. OF STAIRS C CNC OF STAIRS ABOVE ABOVE W/BRUSHED FINISH, — 75_Q IYANNOUGH ROAD 0 i HYANNIS,MA '-0 1/2" 4 1/2"W SHELF ____________ o [1 o UP p :�— OX26 FLUSH CARRY M m BEARING 2 I TO - rOI 3 �_ WALL ABOVE. 4 s � � I m 4"X4"X1/4" SQUARE STEEL TUBE COLUMNS TO EXTEND N • 6 TO FOOTER BELOW. PROVIDE 6"%6"XS 8"CAP PLATE � 1O 7I &6"X12"X3 4" BASE PLATE W 4®3/"DIAM. BOLTS. ;.) LINE OF STAIRS ABOVE--� t9 / / m �i.INE OF STAIRS ABOVE I ei � WELD ALL CONNECTIONS. FOOTERS TO BE 36'X36"X12" ^ 6X6 P.T. POST, SIMPSON 971 ^ SQUARE CONCRETE W/30#5 BARS EACH WAY, TYP. APS6 POST BASE, 10"DIA. ELIMINATE PT PLATE ON / 6X6 P.T. POST, SIMPSON --- TOP OF DROPPED GIRT 2 SONOTUBE W BIGFOOT FTG. " APS6 POST BASE, 10"DIA _11� ENSURE THAT STEEL IS SONOTUBE W/BIGFOOT FTG. ® ,I ______ 12� IN CONTACT WITH STEEL. E32 BEAM POCKET, 13_ SHIM AS NECESSARY. SIZED TO FIT STEEL BEAM. W10X30 W10X30 W10%30 o DStOPPED STEEL BEAM OAOPPED STEEL BFAM DROPPED STEEL B�iAM o' -I _ h i •r I THESE PlMIT ARE NOT TO RE USED - ' ® `•I FOR PERMITTING OR CONSTRUCTON I I r r I I I I r I I I I I L PURPOSES UNUSOS STAMPED&SIGNED i i I I r I i i i I I I ` i I I I MI AN NAL ARC 5•_6• g•_g• g•_g^ I g'_g• g•_g• g•_g^ �. 8•_6^ g•_g• STAMP AND ecNATuaE. BEAM POCKET. FULL BASEMENT SIZED TO FIT DATE ISSUED: • STEEL BEAM. 36"DIA. CORRUGATED r GALVANIZED STEEL I U -;-------- d DOUBLE FLOOR JOISTS UNDER ALL PARALLEL PARTITIONS. d AREAWAY W/GRAVEL -------'(� REVISIONS: N BED. TIP. ~ W10X26 FLUSH BEAM ~ m 4--TO CARRY BEARING �O 4 WALL ABOVE. o •1 c 5 4 1/2"W SHELF ro B.1 PERMIT SET PROGRESS SET PRICING SET PROGRESS SET 29'-6 1/2 I.: 4" THICK "o �6"CONC. SLAB W/BRUSHED FINISH CHAMBER "a 10 / n BELOW APCFOOT OSTS(ABOVE 1/2 O 'Sl r I•'aJ_a' a a' 4"CONIC. FILLED STEEL BOLLARDS ___ __________ __-___ - _____ ________ ----------------- _______________.______.____ SET IN WALKWAY SLAB MINE OF 6"CONIC. SLAB REGISTRATION ) SCALE: 1/4'.1'-0' i -'"'"'"'13-5 j 14-2 9-0 14-2 13'-5" •I; 0 1 : 4 e r SHEET NO. 65'-0" FDN.O AS USED IN THESE DOCUMENTS. "PROVIDE" MEANS FURNISH AND INSTALL. FOUNDATION PLAN WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER, PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. A 8 C TOTAL NUMBER OF SHEETS DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER: PROVIDE WORK •5 .5 B IN SET: SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH 20 REQUIRED EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY �n\I SHOWN OR SPECIFIED, PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS, CALLED I `1 THIS SHEET INVALID APPURTENANCES, DEVICES, OR MATERIALS INCIDENTAL TO OR NECESSARY FOR , NORTH UNLESS ACCOMPANIED BY SOUND, SECURE. AND COMPLETE INSTALLATION. ' PERMIT SET 12. 1 7. 04 A COMPLETE SET OF WORKING DRAWINGS }� ERT TYPICAL WALL NOTES TYPICAL WALL NOTES ARCHITECTS,INC. ARCHITECEURE CO.NSTRUCEIUN .� INTERIORS 11."ING 939 MAIN STREET, D1 { I PO BOX 343 AR 08)P362—883 2675 Y ' FLOOR JOISTS r N • 10 ' II 5,1 2 SILL SEALER = I' F I� SILL SEALER I= III .I r NEW BUILDING 1/2" DIAM. 15"CALV. ANCHOR - - I I I 1/2"DIAM. 15"GA LV. ANCHOR I I I-I I I (I ' 1 FOR:BOLT 0 4•-0"O.C. BOLT 0 4-0 D.C. 20 y5 REBI IEEE!I I I I II ARS, CONT. =1 - &AROUND ALL OPENINGS =1 =1I ron DAMPROOFING Di DAMPROOFING 1=llli=l'.'Il � 11=IIII,=!IIII c; CCNC llil-li,l !ICI ili lo" 1aa , 75 IYANNOUGH ROADI HYANNIS,MA SILL ® SIDES OF BUILDING 1 TYPICAL SILL ® SCALE 1-1/2--1'-0- 1 SCALE 1-1/2-.1._0. TYPICAL T.S. COLUMN BITUMINOUS JOINT FILLER, TOP OFF W/FLEXIBLE CONCRETE SLAB JOINT SELA T. 4" CONCRETE FOOTING 3'-0"X3'-0"X1'-0" BASE PLATE 6" MIL POLY VAPOR BARRIER- ------------ -- ------------------- J 1 3 0 Q5 REBARS. CONT. THESE PLANS ARE NOT TO RE USED BOTH WAYS(TYPICAL) S' FOR OR COp STRUCTION PU i UNLESS MHH AN ORIGINAL ARCHITECTS _ FfSTAMP AND SIGNATURE. ___ I —) _i i I I—I —I I I = 1 1=III — I I— DATE ISSUED: FLUSH GRATE -1I I —I III=I I I I=I I I I=ill =I'I I=II I I—I I 11 I I II— REVISIONS: L BRACKETS =IIII— I Jail III— BRAGBOLTED TS SLAB —IIII—IIII—I IJ I—IIII—IIII—IIII—IIII—IIII—IIII—I !I— n 6"WALKWAY SLAB x COLUMN FOOTING DETAIL F I r O SCALE 1-1/2- T-O- PERMIT SET PROGRESS SET `.� PRICING SET DO NOT C WALL PROGRESS SET UNTIL CONCRETE HAS - ATTAINED 7 DAY STRENGTH ' AND BOTH TOP &BOTTOM OF WALL ARE PROPERLY ti7 SERCURED. PLACE 20 q5 REBAR AT j —I -� BIT. JT. FILLER, 1 ; �J TOP OF WALL&AROUND I II TOP OFF W/FLEXIBLE -O Gn aI ALL DOOR, WINDOW, &OTHER -1 I ' 9 JOINT SEALANT il WALL OPENINGS. _ _ I II=IIIII t ,I 1 4" CONC. SLAB CHAMBER 1 P I,_,; I IIII I I 10" FIND WALL I— P ` I —IIII IIII I II 6"COMPACTED FILL REGISTRATION L Ir. 20 MS REBARS, CONT- 6 MIL POLY VAPOR BARRIER FILL WITH o CARRY DAMPROOFING O f GRAVEL I I OVER TOP OF 1=IIII—IIII'^ _ - _ SCALE 1 a--t'_o' _ ( FOOTINGIIII O L� 2X4 KEYWAY I �I! I)JI I 0 1 2 ♦ 6 + � I I=I I L o SHEET NO. 30#5 CONTINUOUS - ° FDN 1 BARS IIII-_ �II =1I III-� I � �I� IIII—IIII — — — FOUNDATION DETAILS I_ :I� —!III—IIII��IIII=IIII=III, IIII—�I;I—IIII— ?r TOTAL NUMBER OF SHEETS }— IN SET: 5" 10" 5•' 20 .Ta•n Rnvon m.N .c Rw,.RAm. .,.m.m.r m.,AR„`°'°"�.x°"°""°® THIS SHEET INVALID O FLUSH GRATE DETAIL SL �-g�--F N UNLESS ACCOMPANIED BY SCALE 1_1/2'- 3O P �T 7E&T °� 7. 0 4 A COMPLETE SET OF D WORKING DRAWINGS ERT ARCHITECTS,INC. ARCIIITECTURE COWS—c"ON ^ INTERIORS PLANNING A B t 939 MAIN STREET, 01 5 A.5 PO BOX 343 YARMOUTHPORL MA 02675 _ (508) 362-8883 65•-0" NrI4OCfAMCWTFCT94M a 4'-5" '-1 1/4" 7n 5'-9 1/2" 10'-5 1/2" 40'-3 1/4" NEW BUILDING E 6"SLAB 7 A.7i 6" SLAB FOR: LANDING LANDING 36 % 36" 2XIO'S11i6"O.C. &BATHROOM WALL 2X8 WALL W/2X8 BLOCKING®1/3 POINTS SH WER i i ONLY TO ALLOW FOR PLUMBING I CCNC DESK - 30E8 n 2X6 WALL �°� �I. / I o I � . I �� 75 IYANNOUGH ROAD PROVIDE SOLID BLOCKING i I HYANNIS,MA FOR GRAB BARS 4'X4"X1/4" SO. STEEL TUBE COLS, TYP. 1 UP UP OFFICE 13 12 RUBBER MAT 10 1, - FLOOR TILE g .�A� n a1 8 i TWO WAY MIRROR I 7 Y e 6 5 C BAT --------- 3 .. �/T ------ ¢w . ------------ -------- --- _ ,oY j 3066 NEW RETAIL SPACE ------------ �� ------------ M a I I --- FLOOR MATERIAL TO BE RUBBER MAT TILE I------------� (BY, MATS, INC.) __ ' _____.•y:y._. RN.fUt ELEV.D'-1 1/1• _________ 2X6 BEARING WALL SALES COUNTER FOR PERMITTING OR CONsrnrnUCnw PURPOSES UNLESS STAMPED A SIGNED MTI AN ORIGINAL AROIITECTS ' 10•-O" STAMP AND SIGNATURE 6X6 POST ' LOADING _ ____ ______❑ DATE ISSUED: RUBBER MAT FLOOR TILE io , REVISIONS: 1 o LINE OF LANDING ABOVE ------------------I 2 LINE OF LANDING ABOVE I- A.9 0 SALES FIRST FLOOR WINDOWS TO E CUSTOM ALUMINUM, BY OT RS. SEE ELEVATIONS FOR DIMS. PROVIDE SOLID 2X6 BLOCKING 111 1/3 POINTS OF EVERY STUD BAY. D 5 9070 OVERHEAD DOOR A.7 FDN.1 .....___ ............_.__._..__.._.___ h PERMIT SET EL.xr-1 1/.• - :_�.....::....._.'..:.....::........:.....: LT..xa•-1 I/•" PROGRESS SET I COVERED 12"S0. COLUMN PRICING SET 6"COMPACTED FlLL� 1 �. � WALKWAY 6" COMPACTED ON u, CONC. SLAB CONC. SLAB ;D PROGRESS SET N 1� ID ❑ qj RA P DN ❑ ❑ 1 4"CONC. FILLED STEEL BOLLARDS C 0 0 a;,y,•_p O 0 0 0 I 0 0 EL 12Y-O• O 4" CONC. FILLED STEEL BOLLARDS SET IN WALKWAY SLAB SET IN WALKWAY SLAB ¢..xr-a' 4X6 GRATE - FL+zr-s- 13'-5" 14'-2" 9' 0" 14'-2" 13' 5" REGISTRATION I 2' 9" 9'-0" 9'-2" 11•-7" 11•-7" ,3'-8" I. 7•- " SCALE:I♦'�1'-0' 0 / 1 ♦ 6 65._0" SHEET NO. A B C A.1 ES:1. 1s ALL EXTERIOR OTHERWISELNOTEo6 .5 5 6 FIRST FLOORPLAN 2.ALl INTERIOR WALLS SHALL BE 2X4 O 16"O.C.UNLESS OTHERWISE NOTED. TOTAL NUMBER Of SHEETS 3. WI CONTRACTOR SHALL VERIFY ALL NDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. IN SET: 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS O PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBIUTY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO CALLE N THIS SHEET INVALID THE ATTENRON OF THE DESIGNER. NORTH UNLESS ACCOMPANIED BY PERMIT SET 12. 1 7, 04 A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. ARCHITECTURE CONSTRUCTION INTERIORS PLANNING A B " C 5 A.5 A.6 0 939 MAIN STREET, 01 ls'-o 1/2' PO BOX 343 YARMOUTHPORT, MA 02675 8'-2' 6'-11' s-n" s'-z' (508) 362-8883 - r1lw.uulrxlEtlaoar NEW BUILDING FOR: 2442 24 2 2442 2442 1 2442 2442 1 2442 2442 24 2 2442 0 3' 3' o C CNC a I 'a 75 IYANNOUGH ROAD 2 LIVING BEDROOM BEDROOM LIVING 2 3 AREA 2 HOUR WALL E%TENDS 3 HYANNIS,MA 4 TO UNDERSIDE OF AREA 4 I 5- ; ROOF SHEATHING 5 6 _____; UNIT 2 >> UNIT S.F.06 6 7 606 S.F. A.9 7 8 4'-10" 2'-9' 6'-8 3/4' 6'-8 3/4" 2'-9" 4'-10" 8 9 9 10 CPT CPT 10 12 .. .... o _ I - m CP 5068 _.. ..... .. ___ 12 13 5068 ;2 14 �1 91/2 ,� LeIN�EN I I 13 LINEN �, m 19 1/2�`, 14 15 o OW CT _...w II I I III ..\06 _.. � aa �W 15 '. 8' TH T�H71 nie ll ` CT F 11 O 18 16 �� ._%.Y. .. _._.. .�.. .,.... HOMER ti ...;� - /\:.. A..9:._ —_—�O, 17 18 n KITCHEN CT s KITCHEN 19 _ m m 19 20 FRIDGE e : ,../f mo 3�VARr Y I 3�VA-FBTY o _m PANTRY FRIDGE 20 PANTRYON NOTE: a HATCHED WALLS ARE TWO HOUR FIRE RATED WALLS. �` THESE PLANS ARE NOT TO BE USED 2HR DOOR HELD OPEN W/MAGNETIC LATCH ! FOR PERMITTING OR CONSTRUCTION T LINKED TO FIRE ALARM SYSTEM TO CLOSE ;� T PURPOSES UNLESS STAMPED&SIGNED �068 / IF ALARM SOUNDS. 2X4 WALLS 3G6g WITH AN aaIGINu ARCHITECT'S STAMP AND SIGNATURE n/ DATE ISSUED: n REVISIONS: UNIT 2 STORAGE UNIT 1 STORAGE NCH o 2442 J===j2442 0042 ft'214T" 2042 2442 2442 0 I I LINE OF FIRST FLR PERMIT SET WALL BELOW PROGRESS SET PRICING SET PROGRESS SET -- --- _ LINE OF ROOF BELOW REGISTRATION SCALE:1 1'-4f 0 1 2 4 7'-4" 5•-0" 6•-3" 5'-0" 4•-7" 8•-8' 4'-7" 5'-0" 6'-3" 5'-0" 7'- " SHEET NO. ES: e c A.2 1. 1. ALL WALLS SHALL BE 2%8 ,5 ,S .6 O 16"O.C..C.UNLESS OTHERWISE NOTED. - 2.AI}INTERIOR WALLS SHALL BE 2X4 SECOND FLOORPLAN O 16 O.C.UNLESS OTHERWISE NOTED, 3.CONTRACTOR SHALL VERIFY ALL WINDOW , TOTAL NUMBER O SHEETS CALLED ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. IN SET: 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR 20 ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. N THIS SHEET INVALID NORTH UNLESS ACCOMPANIED BY PERMIT SET 12. 1 7. 0 4 A COMPLETE SET OF WORKING DRAWINGS ERT 5 C ASPHALT ROOF SHINGLES A.S A.S / CONTINUOUS RIDGE VENT ARCHITECTS,INC. v ARCI_ITECIURE CONSTRUCTION INTERIORS PWNN INC 939 MAIN STREET, D1 PO BOX 343 1X4,1 X10 RAKE BOARDS YARMOUTHPORT, MA 02675 (508) 362-8883 ' 12 12 -_ _ - IAMA TARCMrWZT5,M 12 / 12 12� '��12 l 12� .... ��12 PVC TRIM BOARDS — r y \ '0I I IIII � {I ' 1X4.,x,o RAKE eo ARo s. TYP. ANDERSEN WNDOWS NEW BUILD ING OR EQUAL FOR: 1 X4 CORNER BOARDS ALUMINUM GUTTER_ 2I_] I L II I 2" WINDOW SILL i n ! III FIELD ADJUST ROOF PITCH TO ENSURE VINYL STAIR h RAILING SYSTEM SECOND FLOOR WITH W_ _ _ _ _ _ _ _ _ ! _ _ III _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ROOF DOES NOT INTERFERE INDOWS — — — — _ — — WEATHERBEST OR EQUAL CjCNCj Rk�II SECOND FLOOR EL. 75 IYANNOUGH ROAD EL t ' I s'—o HYANNIS,MA PVC TRIM BOARDS �c .'1 g 2'-10 1/2" SIGNBAND HEIGHT 1X6 OR/WINDOW HEAD R TRIM 1 ry n 'I MNri / N I 6" OR WINDOW TRIM I 1 �1 J 12" S0. Posts 1 Z CUSTOM ALUMINUM WINDOWS,— Qp BY OTHERS 4" CONIC. FILLED :') :::.: r:: STEEL BOLLARDS c 9070 OVLR.IE<D DOOR �..:': — - - _ MAIN FLOOR _ _ I _ .... ..... 6070 I• ... ... .. ... M IN FL OR ___,_ _____ �.. a 13 FRONT/ NORTH ELEVATION JA.3 B A THESE PLANS ARE NOT TO BE USED 'S5 FOR POMIFING OR- .6 PSMUCTON URPOSES UNLESS STA PED k SIpIEO WN AN ORIGINAL ARCNRECT'S ROOF DECK FOR HVAC UNITS, STAMP AND SIGNATURE. IF NECESSARY - n i DATE ISSUED: ASPHALT ROOF SHINGLES II-- - I IIi!I�I!!I II II!IIII IIlII i;' I I'I� ;j I'III I.II I I II��I III��IIII!I III I REVISIONS: ��-0 1 2" 3'-6"HIGH RAILING 31 -1 1/2" 1X4 VERTICAL BOARDS ill PVC TRIM BOARDS _ 1X FRIEZE EQUAL F77rrI If r e PERMIT SET OWS, m VINYL SIDING I� j II I ...I ,,. 'i PROGRESS SET ANDERSEN .. 111 III III III ,_ k :, .IIII_IIL,III IIII IIL�II�I�� SR DR/WINDOwDTR M E2� ! __.__. ....... ... . ...._ I LL1 JI ,:. PRICING SET 12" I 6 CORNER BOARDSR... +a a I = XALUMINUM GUTTER PROG E55 SET 2" WINDOW SILL II II. I �� ::.!� I SECOND FLOOR SECOND FLOOR ,X10 FRIEZE - EL 33'-6'+/- r::. ..... ...... .. . . .. I I� PVC TRIM BOARDS I -- I' _ .. ... ... ... .. .-.� ..,:. ... -- VINYL SIDING REGISTRATION ^ .. .., ... r .. .. .. _. _....I 3 TYPICAL SQUARE COLUMN I .: ._ . .. .. .. ..... ..... .... .... .. ..... _. _ . i SCALE:1 :... .:' .. .. ... .. .. _ _ 0 1 2 4 0 .. .. MAIN FLOOR ' MAIN FLOOR SHEET NO. , ' 1 - A.3 ELEVATIONS REAR/ SOUTH ELEVATION fS{ / { TOTAL NUMBER SHEETS IN SET:: 20 ASEMu _ . - - - - - - - __ - - - - -'—`-------- _ BASEMENT '. — . - - .. .. THIS SHEET INVALIDSEe — — ------_-----------------------------_--------------------------------------- UNLESS ACCOMPANIED BY PER I T SET 12.�1 7 0 4 A COMPLETE SET OF WORKING DRAWINGS z ERT \' 16 ARCHITECTS,INC. 12 / I!I II IY ! I' ARCHITECTURE co9STRUCNON 7 i � \ \ _ b7 TH iII xa,lxlo RAKE BOARDS INTERIORb PLANnING 939 MAIN STREET, I II!I 19!I Y PO BOX 343 YARMOUTHPORT, MA 02675 12.. -- - - .- 508 362 88 . '�� wwmAeonrelsaw .... �\.... i..: Iirnn 1X4 DOOR TRIM 1X4 CORNER'BOARDS `I NEW BUILDING I - " 1X6 CORNER BOARDS .. NOTE: FOR: /..... ::. i LJ ... .:.: _.. FIELD ADJUST PITCH TO AVOID WINDOWS 4 ... _. it !l III ._ _1� SECNO ..... l .. ... SECOND FLOL3O6'D FL OR-6•+/_ _ _ - _ _ _ _ — — — —— _ / .I .. - - _ — _.- - — - -- - - - - - -- - OR EL 35-B• CCNC II 1, II PVC TRIM BOARDS I 75 YANNOUGH ROAD I IhII! l I I HYANNIS,MA IX6 DR/WINDOW HEADER TRIM VINYL SIDING ! �I THERMATRU INSULATED FIBERGLASS DOOR 5" DR/WINDOW TRIM I 1 I \ I-I I III - I 1X4 DOOR TRIM 12" SO. POSTS CUSTOM ALUMINUM WINDOWS, .... . BY OTHERS -- �'�•I I I I _TOP Of REAR FND WALL I 4" CONC. FILLED STEEL BOLLARDS " "'- '"' """ " ,I;-I N EL 24'-1,.... .. .... LJI , 6" SO. POSTS I �MAIN FLOOR _____� ::::::::. _ _ _ _ _ - _ - - - - _ _ _ _ _ _ _MAIN FLOOR EL Z}'-1,/4•+/- — — — — ----_-_ _ i �__-_ ___ _ _� — — — — — — — —— — — — — — — — — — — —EL 23'-,t/4•+/-t/ RIGHT/ WEST ELEVATION THESE PLANS ARE NOT TO K USED FOR PERMITTING OR CONSTRUCPDN PURPOSES UNLESS STAMPED h SIGNED \ MTH AN M NAL ARCHITECTS 6 I12 STAMP AND SIGNATURE % 12 2 DATE ISSUED: PLATFORM. IF NECESSARY REVISIONS: 1X4, 1%10 RAKE BOAROS---------------- 72 . / .. .. I � , Iz� 12 .... .. z� 1X4 DOOR TRIM NOTE: ®� I -` \ " FIELD ADJUST WINDOWS PERMIT SET I PROGRESS SET 0.-J� L..: ....__. ...;I PRICING SET IX4. IXIO RAKE BOARDS \ PROGRESS SET / . it III Ii 7. II \ 12 14 VECOND FLOO - - - - - - - - - -SECOND FLOOR l16 - -_ — ___ _ - - _ — — — — JJ-_S_ EL_ VNYL - SIDING— . :. .... ... ................. .. ._ `\ .. ...� 2-10 1/2" VINYL STAIRS&RAILINGS III %1 i 1X6 CORNER BOARDS l J� i CONTRACTOR SHALL ENSURE I % .I ., REGISTRATION ! I .. .. BELOW STAIR6ROOF HEAD HEIGHT _. .. ':. TOP OF REAR FNO WALL - SCAM.1♦'�1•-e' .� 'II�'9 '.I MAIN FLOOR _ — — — — — — — _ _ —— — — — ......... L , _ _ _ _ _ _ _ _ MAIN FLOOREL 1] 11/4•+/- _ — — — — — U________________� _.. i ___ ________ _,__�__ —r— — EL 13'-1 i/4 / SHEET NO. A.4 ELEVATIONS LEFT/ EAST ELEVATION TOTAL NUMBER OF SHEETS IN SET: 20 THIS SHEET INVALID UNLESS ACCOMPANIED BY PERMIT SET 12. 17. 0 4 A COMPLETE SET OF WORKING DRAWINGS 7: • ERT ARCHITECTS,INC. ARCHITECTURE CONsTRUCTMN INTERIORS PLANNING • 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 (508) 362-8883 - " WeWmAlLaarclsmM 10 NEW BUILDING ASPHALT ROOF SHINGLES ASPHALT ROOF SHINGLES 15 BUILDING PAPER / I t2 FOR: N 15/BUILDING PAPER 5/8"COX SHEATHING :�� �.'\ v 5/8"COX SHEATHING --- = ,z 0� R-30 FBGLS. INSUL 12I °;� tee• SIMPSON N2.5 CLIP CCNC / \, O EVERY RAFTER R-30 FBGLS. INSUL o°/ ATTIC 2X12 RIDGE "'� ATTIC `� FFIT W/ 75 IYANNOUGH ROAD ti+ 12 \ \ COROAFlVENT HYANNIS,MA 121 12 2XT0'•CE'LIF1G'JFd$iS®:Ifi.O:G �12 "� "2XT0-.f.E1LIfJG�J015T5'J6-i6T0.C. STRIP VENT FASCIA t1 w/ALUMINUM GUTTER SIMPSON H2.5 CLIP 7 A'9 G I \ 1X FRIEZE O EVERY RAFTER o ; UNIT 2 HALL KITCHEN ` 9 HALL BEDROOM STORAGE J-2 HOUR WALL Ix- CDR-ANENT O EVERY R2AFTER P F-2 HOUR WALL S -- 3/4'PLYWOOD SUBROOR r.. STRIP VENTZ. R-30 FBGLS. INSUL 3/4-PLYWOOD SUBROOR u% li GLUED AND NAKED \ 12 GLUED AND NAILED ` 4 SECOND BOOR /• �fi O �' II• `1 SECOND BOOR SECOND FLOOR C. SECOND BOOR $:. E--;—_1X FASCIA *i j j ' wl ALUMINUM GUTTER IX FRIEZE DO IR FBGLS.INSUL ALL PARALLEL WALLS 2%BOI6'O.C. 2 HOUR COILING 1/2'CDX.SHEATHING 2 1/2'CWB _ PRO DE SOLID WNL BLOCKING -- 24'X24'SUSPENDED CEIUNG 1'2 VAPOR BARRIER a R-30 FBGLS. INSUL 12� O 1/1 POINTS IN STUD BAYS = ICI 9 TYVEN HOUSEWRM I 2 HOUR CEIUNG d U SIDING(SEE ELEVS.) a, 24'x24"SUSPENDED CEIUNG LOADING PRO WDE SOI1D WALL BLOCKING 6" WALKWAY SLAB PP RETAIL SPACE THESE PLANS ARE NOT TO BE USED . I U O 1/3 POINTS IN STUD BAYS I� 2X6016'O.C.O REM WALL ONLY FOR PERMIMNG OR CONSTRUCTION 6" WALKWAY SLAB ut m w [[ 2%6 P.T.SILL ExTEND 5 1/2 MD I k. 2X8 P.T.SILL PURPOSESAN ORIGINAL UNLESS STAMPED k SIGNED wqu P-o'ABOVE' 12" SQUARE COL. (BEYOND)—� 'o IXTEND 5 I/2'FNp M1 STAMP AND SICNAtUREC R-30 FBGLS. INSUL R-30 FBGLS. INSUL I WALL 1'FLO ABOVE FIRST w " U —� FLOOR SUBFLOOR. B. FLOOR 42'BFLOOR. D_ 3/4-PLYWOOD SUBROOR ~\:� 3/4'PLYWOOD SUBROOR' J GLUED AND NAILED 4.4 ,i - --- GLUED AILED N DOWEL POSTS IN TO SONG-TUBES _ DATE ISSUED: FIRST FLOOR FIRST .. � ... ... ':.�.... .. .. .... .. .. .. ... ... ... ... .. :... FIRST BOOR� �FIRST ROOK � .. .. _. FIRST BOOR .. ���7 8i':r61$TS'16'{.6"O• :' � I IM JO15T .. " % EVISIONS. HAUNCH SLAB 0 BUILDING EDGE. _ �\ 2X6 P.T SILL 2X6 P.7 SILL DROPPED STEEL BEAM \ \ HAUNCH SLAB 0 BUILDING EDGE. R x PROVIDE 4®//S CONTINUOUS J 4'SQ.STEEL TUBE COLUMN—�� � �, SILL SEALER i � SILL SEALER < PROVIDE 4®g5 CONTINUOUS < BARS IN HAUNCH o 3 -\�� `� 10-POURED CONIC.WALL BARS IN HAUNCH 3 10"POURED CONIC.WALL BASEMENT \�o - 0 2 BASEMENT o 3 10" DIA. SONOTUBE W/ n n ¢ BIGFOOT FTG. (BEYOND) 1 -__ I � -U 38'I(36'%12'S0.CONIC.SLAB FTC. 6'CONIC.SLAB U 4"CONIC.SLAB W/3/5 BARS EA WAY 6'COMPACTED FILL BASEMENT SLAB BASEMENT.SLAB & ... .. ... .. .... ... ... .. .. _. - - _ - _ - - - - - - - _ - - - _ _ 8. E ... 0 P LTEO FILL � M A .. .. _ .-.. .- _ _.. '�>.. .... ... .. ... BASEMENT$LAB CBASEMENT SLAB PERMIT SET MAINTAIN 48'MIN.COVER IT PROGRESS SET %,MAINTAIN 48'MIN.COVER PRICING SET PROGRESS SET A SECTION © RETAIL AREA/APARTMENT B SECTION © RETAIL AREA/APARTMENT AS USED IN THESE DOCUMENTS,-PROVIDE-MEANS FURNISH AND INSTALL. - AS USED IN THESE DOCUMENTS,-PROVIDE-MEANS FURNISH AND INSTALL. WHERE AN ITEM IS REFERRED TO IN SUNGULAR'NUMBER,PROVIDE AS MANY WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER,PROVIDE AS MANY - SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. , SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. - DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER: PROVIDE WORK DRANiNGs AND SPECIFICATIONS SHALL BE TAKEN TOGETHER: PROVIDE WORK SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGHSPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH REQUIRED EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT US ITEMS, REQUIRED EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY SHOVM OR SPECIFIED.PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS, SHOWN OR SPECIFIED,PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS. APPURTENANCES,DEVICES,OR MATERIALS INCIDENTAL TO OR NECESSARY FOR APPURTENANCES.DEVICES.OR MATERIALS INCIDENTAL TO OR NECESSARY FOR SOUND.SECURE,AND COMPLETE INSTALLATION. SOUND.SECURE.AND COMPLETE INSTALLATION. REGISTRATION PROVIDE 2X6 HORIZONTAL BLOCKING O EVERY STUD BAY 0 A DISTANCE PROVIDE 2%8 HORIZONTAL BLOCKING O EVERY STUD BAY O A DISTANCE BOTTOM PLATE,SO TO ONE THIRD OF WALL HEIGHT DOWN FROM TOP PLATE k UP FROM EQUAL TO ONE THIRD OF WALL HEIGHT DOWN FROM TOP PLATE k UP FROM ' BOTTOM PLATE. SCMP: I '-I'-o' 0 1 2 { e SHEET NO. A.5 SECTIONS TOTAL NUMBER OF SHEETS IN SET: 20 THIS SHEET INVALID UNLESS ACCOMPANIED BY PERMIT SET 12. 17. 0 4 A COMPLETE SET OF WORKING DRAWINGS ERT ARCHITECTS,INC. • ARCILITECTURE CONSTRUCTION a. INTERIORS PLANNIYG 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 (508) 362-8883 r MOIWIITAR CWTZ CM NEW BUILDING L.. FOR: 2 I' 78.3 � CCNC12 SIMPSON H2.5 CLIP 12�0 6' ATTIC 0 EVERY RAFTER ASPHALT ROOF SHINGLES \� Ix SOFFIT W/ 75 IYANNOUGH ROAD 15,9 BUILDING PAPER �� `S"RP VENT HYANNIS,MA 5/8"COX SHEATHING ,x FASCIA R-30 FBGLS. INSUL I�! W/ALUMINUM CUTTER "SIMPSON H2.5 CUP t_. \ 1X FRIEZE O EVERY RAFTER -19 FBGLS.INSUL 2X60I6-O.C. 6 UNIT 1 HALL UNIT 1 1/2•co%.SHEATHING STORAGE I LIVING AREA �' z cwB A.9 I�z HOUR WALL SIDING SEE ELEVSJ �• --- VAPOR BARRIER / I J/4•PLYWOOD MILE OD TYVEN HOUSEWRAP •' 12••.• �,�/ GLUED AND NAILED �- / i SE ONO FLOOR .. .�'. 4 00T6 / / _ 1 _... . .......... .. SECOND FLOOR . o._ 1 . 1 2% B'O.C. ROMOE SAID WALL BLOCKING O 1/J POINTS IN STUD BAYS 2 HOUR CEILING {{ 1.1 24-x24•SUSPENDED CEILING 6"WALKWAY SLAB RETAIL SPACE III R-30 FBGLS. INSUL I_ 2X8016-O.C.O REM WALL ONLY THESE PLANS ARE NOT TO BE USED 1'.- FOR PERMITTING OR CONSTRUCTION PURPOSES UNLESS STAMPED 6 SIGNED ' 12" SQUARE COL. (BEYOND) . WITH An oRIcw AL RCHDEcrS 2%8 P.T.9LL STAMP AND SIGNATURE. 1 R-30 FBGLS.INSUL ('- TEND s I/2•FND 3/4•PLYWOOD SUBFLOOR WALL TFLOOR SUBFLOON. DOWEL POSTS IN TO SONO-TUBES GLUED AND NAILED ''I i• `% .. _ FIRST FLOOR •. �FIRST BOOR , � DATE ISSUED: 7/83 _JOjS1'S 015'OiC:; ','.I RIM Jas REVISIONS: _ 2x6 P.r SILL HAUNCH SLAB 0 BUILDING EDGE. _ 9LL SEALER PROVIDE 40#5 CONTINUOUS BARS IN HAUNCH I; �_ 10•POURED CONIC.WALL oZ p BASEMENT o 3 1D"OIA. SONOTUBE W/ 9.1 -MAINTAIN 48-MIN.COVER cl BIG DOT FTC. (BEYOND) n < _ - 4•CONIC.SLAB U_ BASEMENT SUB ...... ._ _ _ _ - _ - __ _ _ - - _ _ .._ 6 COMPAC... .... ...i �•., TED FILL 'Y` BASEMENT SUB PERMIT SET i I " PROGRESS SET PRICING SET PROGRESS SET SECTION � RETAIL AREA/APARTMENT AS USED IN THESE DOCUMENTS,-PROVIDE-MEANS FURNISH AND INSTALL , SUCH AN ITEM IS REFERRED TO IN SUNGULAR ITEMSAS ARE NECESSARY TO COMPLETE WOER,PROVIDE AS MANY RK CH ., DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER;PROMDE WORK ' SPECIFIED AND NOT SHOWN AND WORN SHOWN AND NOT SPECIFIED AS THOUGH REQUIRED E%PRESSLY BT BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLYY OR - EANEOU Sf'ORP SPEC T N MISS WN OR Y�O OOR SSRAP EVICES,OR MATERIALS ENTA NECE SOUND,SECURE,AND COMPLETE INSTALLATION. REGISTRATION PROVIDE 2X6 HORIZONTAL BLOCKING 0 EVERY STUD BAY 0 A DISTANCE EQUAL TO ONE THIRD OF WALL HEIGHT DOWN FROM TOP PLATE k UP FROM BOTTOM PLATE. SCALE• 1 4'-1'—C' 0 1 2 4 E SHEET NO. A.6 SECTIONS TOTAL NUMBER OF SHEETS IN SET: 20 THIS SHEET INVALID UNLESS ACCOMPANIED BY PERMIT SET 1 2, 1 7, 0 4 A COMPLETE SET OF WORKING DRAWINGS ASPHALT ROOF SHINGLES 5/8" CDX SHEATHING ERT 15# BUILDING PAPER ARCHITECTS,INC. ate. R-30 FBGLS INSUL. ARCRFTEcruRE consrnucnoN INTERIoRs P-N—G PROVIDE SIMPSON H2.5 \ HURRICANE CLIPS ® EVERY 939 MAIN STREET, D1 \ a 12 RAFTER TO PLATE CONNECTION PO 80X 343 6.5 YARMOUTHPORT, MA 02675 �?x\Q\ (508) 362-8883 \�\6 Q DRIP EDGE ALUMINUM Rmo,ourc«,aosa„ ATTIC �•c \\ 1X SOFFIT W/ COR-A-VENT NEW BUILDING 'i STRIP VENT FOR: 2X10 :EEILING;.JOISTS. 0;..1:6 1X FASCIA ASPHALT ROOF SHINGLES %; ' l W/ ALUMINUM GUTTER 5/8" CDX SHEATHING 1X FRIEZE CCNC 15# BUILDING PAPER ( ' �J 751YANNOUGH ROAD R-30 FBGLS. INSUL 6 / LIVING AREA 2 LAYERS OF 5/8" GWB ON HYANNIS, MA J 1/2" GOLDBOND RESILIENT - FURRING CHANNELS PROVIDE SIMPSON H2.5 HURRICANE CLIPS ® EVERY 3/4" PLYWOOD SUBFLOOR 3/4" PLYWOOD SUBFLOOR RAFTER TO PLATE CONNECTION. r12 ` ' GLUED AND NAILED GLUED AND NAILED 4 X1. 6 C. ll i ® SECOND FLOOR o®�/q W — - _....,. SECOND F OOR �-" t I�� ,` .. EL. 35'-6'L+/- EL. 35'-6" +/- I -�, 1 . 8'.. JOIS S 0 r. 2X8 SOFFIT W/ VINYL BEADBOARD ` / -- R-19 FBGLS. INSUL SIGN BAND ��� ": 2X10®16" O.C. ® BATHROOM WALL ONLY 2X8®16"O.C. FOR PLUMBING 3®2x12 W/2®1/2" CDX II 2 LAYERS OF 5 8" GWB ON A / 1/2" CDX. SHEATHING FLITCH PLATES. HESE RM ARE NOT BE USED FOR PERMITTING OR CONSTRUCRQI x 2 1/2" GOLDBOND RESILIENT PURPoscs UNLESS STAMPED&saEn /2 GWB N11H AN MORAL ARCHITECTS 2X6®16" O.C. r w_ FURRING CHANNELS 1 STAMP aND SCHANRE 1/2" CDX. SHEATHING ^-- --- w w 24"X24" 24"X24 VAPOR BARRIER 1/2" GWB I maa _ a SUSPENDED CEILING SUSPENDED CEILING DATE ISSUED: 5'-6" = J �i TYVEK HOUSEWRAP REVISIONS: VAPOR BARRIER I wo I o BATHROOM SIDING (SEE ELEVS.) ;+ TYVEK HOUSEWRAP I ¢ a o SIDING (SEE ELEVS.) I = o N 2X6 P.T. SILL POST I i, w 12" SQUARE COL. (BEYOND) EXTEND 5 1/2" THICK FND. WALL -- UP 1'-0" ABOVE FIRST.FLOOR R-19 FBGLS. INSUL v�i 3/4" PLYWOOD SUBFLOOR PERMIT SIMPSON POST BASE 13 �. GLUED AND NAILED PROGRESS SET DOWELED TO SOLID INFILL i / } \� PRICING SET FIRST FLOOR 1'-0 FIRST FLOOR PROGRESS SET EL. 23-1 1/4" +/- JOIS'T,S -1 1/ /- HAUNCH SLAB ® BUILDING EDGE RIM JOIST ..... EL. 23' PROVIDE 4®#5 CONTINUOUS �V:' 2X6 P.T SILL BARS IN HAUNCH �' i SILL SEALER 6" WALKWAY SLAB c\ = i 10" DIA. SONOTUBE W/ 10 C POURED CON . WALL ` -BIGFOOT FTG. (BEYOND) CD 2X6 P.T SILL BASEMENT I REGISTRATION SILL SEALER MAINTAIN 48" MIN. COVER -- a B.1 4" CONC. SLAB 10" POURED CONC. WALL ON 6" COMPACTED FILL SCALE AS SHOWN 4" CONC. SLAB r �` ® BASEMENT SLAB i — ` _ ,__....._.....—....... —. .... .—._ — —.. — -- -- E BASEMENT +BASE AB EL. 15'-5" +/- ; r L. 15`-5" +/- i• SHEET NO. MAINTAIN 48" MIN. COVER A.7 6" COMPACTED FILL i WALL SECTIONS \♦ j TOTAL NUMBER OF SHEETS D TYPICAL SECTION FRONT WALL �'� TYPICAL SECTION © REAR WALL IN N24T SCALE: 1/2" = 1'-0" Z SCALE: 1/2" = 1'-0" THIS SHEET INVALID •J UNLESS ACCOMPANIED BY B.� ERT CHECK SET ENGINEER'S STRUCTURAL SET 12. 10, 04 ACOMPLETESETOF WORKING DRAWINGS ALUMINUM GUTTER ALUMINUM DRIP ASPHALT ROOF SHINGLES ERT • 1X3 RAKE BOARD 200 RAFTERS ASPHALT SHINGLES 1X,0 RAKE BOARDS— - sN FELT PAPER ARCHITECTS,INC. _ _ __ RAFTER VENT ,X3 '� 8„ %' / .. ...... ... `�., � ARCNRfCfURE CONSTRUCTION ASPHALT RIDGE CAP 5/8" COX PLYWOOD _ - •" ? _ IN'rF.RIORS PurvnmG R-3o .,` 1xlo , - /-'/ i i 1 .. .... ...._. 93 D1 ROLL VENT H TT r BLOCKIN li�II �1 1 9 MAIN STREET, y A 67 r,......,,,` PO BOX 343 H2.5 CLIP -, � _ I, - I � � � Y RMOUTHPORT, MA 02 5 RIDGE BOARD / .. _ (STRUCTURAL SIZES \� 3/4" SUBFLOOR '`° 1XB FASCIA, PTD. /, _ % (508) 362 8883 MAY VARY) 1 - 1X8 FASCIA _ SEAMLESS ALUM. ASPHALT ROOF SHINGLES - III Y -" -00 GUTTER i FLOOR JOISTS - .- L i 15#FELT PAPER 1%8 SOFFIT - 5/8"COX PLYWOOD I NEW BUILDING RAFTER VENT �Q\ 1%8 SOFFIT, PTD. --- --' ` TYP. WALL NOTES i� .._ FOR:\ 2 LAYERS 5/B"FIRECODE GWB I i R-19 FIBERGLASS INSULATION - 1/2"GOLDBOND RESILIENT FURRING CHANNELS 1X FRIEZE I. VINYL SIDING ` '��/ COR-A-VENT " 5" CORNER BOARD 2x10 RAFTERS STRIP VENT W/ SCREEN TYP. WALL NOTES 75 IYANNOUGH ROAD 24"X24" SUSPENDED CEILING O TYPICAL EAVE HYANNIS,MA O TYP. RAKE DETAIL 1 SCALE'-+/2 1'-0" 1 o RIDGE VENT DETAIL O TYPICAL EAVE 4 = SCALE 1-+/2- SCALE 1-1/2' V-O' -1'-0- SCALE 1-1/r=r-D• { I SIDING(SEE ELVS.) Y DOUBLE 2X4 STUD WALL 016" O.C. PROVIDE SOLID "TYVEK" HOUSEWRAP WALL BLOCKING R-13 INSULATION 1/3 POINTS IN 1 2" COX PLYWOOD STUD BAYS. / I 5/8- GWB 21LAYERS BOTH SIDES). 2%6 ®16"O.C. R-19 FIBERGLASS INSUL. STC RATING BARRIER R , BASE WALL W/1LAYER 5/8" GWB 35 :--�- 6 MIL. POLY VAPOR ADDITIONAL INSULATION +2,5 c 1/2" BLUEBOARD ADDITIONAL LAYER OF 5/8 GWB +2 �- W/VENEER PLASTER f I DOUBLE STUD WALL +10 TNESE PUNS ARE NOT TO RE USED FOR PERMITTING OR CONSTRUC110N TOTAL 49.5 PURPOSES UNLESS STAMPED SIGNED ': !' WITN AN p 4RCHITECT'S AM STP AW AND.SIINATURE DATE ISSUED: f REVISIONS: TYPICAL EXTERIOR WALL DETAIL �i f% SCALE 1-1/2-a 1'-0- , O TYPICAL 2 HOUR WALL 1 _1 SCALE 1-1/2- = ,-0" ®�Co C �J BLOCKING PER MANUFACTURER'S PERMIT SET 3/4" FINISH FLOOR 2 / INSTALLATION SPECS. PROGRESS SET FINISH FLOOR - PRICING SET 3 4" T&G SUBFLOOR 1 HOLD TOP OF JOIST 3/4" SUBFLOOR GLUED &NAILED BEAM M ABOVE TOP OF PROGRESS SET BEA BEAM SIZES VARY I ''-3" - I 'I FACE MOUN T HANGER 11 7/8"FLOOR JOIST PAD BEAM — HOLD JOISTS 1/4"ABOVE TOP OF STEEL. ALLOW NO SUBFLOOR BEAM SIZES VARY . SEAMS W/IN 24"OF BEAM. VI YL SIGN BAND '�-2X6016"0.C. 1 lli R-19 FIBERGLASS INSULATION I BLOCKING I PAD BEAM PER MANUFACTURER'S 1° 1 INSTALLATION SPECS - .. �I, REGISTRATION 4 III 'I I d 2X8®16"O.C. SCALE:1/4•�1•-O• • V I - 1 °. VINYL SOFFIT 0 1 Y 4 e .. BOLT 2X PADDING THRDA H I 5 1/4'X9 1/2" 2.0E PARALL M PSL STEEL BEAM 1/2" IAM A325 BOLTS®2'-00 O.C. HORIZ. 1/2 N0 WOLMANIZED STAGGERED TOP &BOTTOM FURRINNGG CHANNELS" C RESILIENT ) SHEET N0. I FACE MOUNT HANGER FLOOR JOIST A.1 0 BOLT 2%PADDING THROUGH - - JOISTS MAY ALSO RUN OVER STEEL BEAM DI 1/ DIAM A325 TOP OF BEAM DETAILS 2 LAYERS 5/8" FIRECODE GWB BOLTS 0 2'-0 O.C. HORIZ. G�-6X6 P.T. POST STAGGERED TOP &BOTTOM � STRAPPING f I. I �1 Z SO. COLUMN TOTAL NUMBER OF SHEETS O JOIST TO STL. BM. CONNECTION IN SET: 2 LAYERS 5/8"GWB 3 20 1 2 2 HOUR FLOOR/CEILING ASSEMBLY WALKWAY OVERHANG SCALE1-1/='�'' 6 THIS SHEET INVALID O JOIST TO STEEL CONNECTION SCALE 1-1/2" - UNLESS ACCOMPANIED BY SCALE I_1,2"s 1'-0- � . SCALE+_1,2 1'_0. PERMIT SET 1 2. 17 0 4 A COMPLETE SET OF WORKING DRAWINGS ' Tlmbar5trantl LSL RIM BOARD ERT / For Information on lateral r load c`PTimibe- t LSL-St�ontl • c,rrpggrd Nterature ARCHITECTS,INC. ARCRITECI'URE CONSTRUCTION INTERIORS PLANNING 939 MAIN STREET, D1 • �I ' PO BOX 343 YARMOUTHPORT, MA 02675 A B C (508) 362-8883 A.5 A.5 6 rwaBrtAlFa«TaTseal 13/4" Mlcrollam LVL may also be used a. rim board TYPICAL DETAIL ®EXTERIOR WALLS - - NEW BUILDING Backer block: Install tight to top flange (tight - to bottom flon9 with face mount hanger.). Attach R with 1 O-1 Od (3') box nails, clinched when possible. CCNC 75 IYANNOUGH ROAD H NN Filler block. Noll with 10-10d (3") •.:. ..•..• :.:: ,.., - bax naI afinahed wean P.Rsible. YA IS MA VRe TO-16d (3 1/2") box noils from each slde with TJI Pro 550 Joists. l� ------------- • With top Flange hangers, backer block required only when hanger load exceeds 250 pound. ij Ci V V p O ' 0N10>26 fLUSII BE UM TYPICAL DETAIL ®INTERSECTION OF II + O ARR BE RIN - a1 DOUBLE MEMBERS AL AB VE. up 8 o \ II M •� S � J I Microllam LVL, Pargllam PSIL or Tim ber5trand LSL r --UM] A PT PLA 0 Top flange OP F ROP ED GIRT 1 hangerNS RE AT STE L I TH hansm unt -`I ----" HIM AS EC SSA L. / Ir 1.o- ___ ___ ___ __ f IAM -_ DR PPE TON EL �A W1 X30 --- -----, gar ' ORO PE 053 L E _ _ _ _ ........ F THE PELANS ARE NOT TO W USED // - --- -- - --- -- --- - MITTNG OR CO ISTRUCTIpI i i r PURPOSES UNLESS STAMPED a SIGNED S AN ORIGINAL ARCHITECT'S , •.,_�_ TAMP AND SIGNATURE 1 � Web stiffeners a required if the aides of the hanger do DATE ISSUED: not laterally 9u pport the TJI jot top nange and per current /'� I o 0 0 0 _ ! REVISIONS: Trus Joist MacMillan literature '-1-;-------- N N N TYPICAL DETAIL OF FLUSH FRAME ® 9 ® 8 AT MICROLLAM / n( 10 6 US BE M O RR BE A AB VE. Load bearing o shear wall bout \ ~ ~ (mu.t stack over Wall below) m Blocking panel i� PERMIT SET PROGRESS SET PRICING SET PROGRESS SETli Web stiffeners required - eoch side at Bl W TYPICAL DETAIL ®LOAD - BEARING WALLS I,J III (l� t� C� (✓ TYPICAL LVL/GM BOLT.MSNAILING ,° c - 2 V - - - - - - - ----------- MULTI REGISTRATION fl, r SPECIAL NOTES: FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE D-f' CONTRACTOR TO ENSURE COMPLIANCE WITH ARCHITECTURAL DESIGN h BUILDING CODES SCALE: 1/4"sl'-0' 2 PIEMS 2 PDwS OF IBD Null•I2'O.C. AND TO NOTIFY ARCHITECT IF C HANGES IN FRAMING MUST BECOMPLIANCE. MADE IN ORDER TO ACHIEVE DESIGN INTENT AND/OR CODE FURNISH AND AS USED IN THESE DOCUMENTS,"PROVIDE'MEANS FURNISH AND INSTALL Y O 1 2 a B WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER,PROVDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. -� DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER:PROVIDE WORK 2• SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH REOUIREO EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY SHEET NO. SHOWN OR SPECIFIED,PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS, J PIECES o-�' 2 RDws a 1/2'DIu1 B0.T5 s tY o.c. APPURTENANCES.DEVICES,OR MATERIALS INCIDENTAL TO OR NECESSARY FOR F.1 SOUND,SECURE,AND COMPLETE INCIDENTAL TO RR FIRST FLOOR FRAMING MULTI 3 1/2" BEAMS A B C TOTAL NU NB SET F SHEETS 20 CALLED I `I THIS SHEET INVALID 2 PIELLS D-t 2 Rows OF I--Dial.ors•Iz'o.a NORTH UNLESS ACCOMPANIED BY 12- - PERMIT SET 12. 17. 0 4 WORKING COMPLETE F DRAWIN S rr ERT TimDerStrantl LSLRIM BOARD III A lateral A For information on late _ A ,I Ioad aapocities refer to ARCHITECTS,INC. rlmr board Iteraturetl LSL ARCHFYECTURE CONS"11c"ON IN'TEPIOPS PLA`iNING 939 MAIN STREET, D1 • I�J , 43 YARMOUTHPORT3MA 02675 =j A B C (508) 362-8883 M A.5 .6 rltw.aETAIeoIIT[clscar 13/4" Microllom LVL may also A.5 be used as rim board _ - _ _ __ ..T -... ___ •. _ - - - TYPICAL DETAIL ®EXTERIOR WALLS NEW BUILDING Backer block: Install tight to top flange (tight to bottom flany with face mount hangers). Attach " FOR: with 10_'Oal (3') box ni clinched when possible. 1 CCNC 75 IYANNOUGH ROAD = HYANNIS,MA Filler block: Nall with 10-10d (3") I \ / I _ box Halls. cl In ch ed when possible. - - Use 10-16tl (3 box nails from516" achsitle with TJI Pro 550 joists.With top flange hangery backer block rceered only when hangar ' _ _lad e ds 250 pountle pTYPICAL DETAIL ®INTERSECTION OF I DOUBLE MEMBERS 1 16" O.0 11 7/8" TJ1220 ®16" O.C. �11Microllom LVL. Parallam PSLor Tlmber5trard LSL '-''o^ flange �____ Faceem unt - ____________ _______� hanger o ________.__ � W21X50 W21%50 ii;______._____ W21X50 FLUSH STEEL BEAM orl FLUSH STEEL BEAM FLUSH STEEL BEAM --- ---- -- THESE PLANS ARE NOT ToBE USED -� \ -- --- --- FOR PERMITTING CONSTRUCTION •/ \' PURPOSES UNLESSOSTAMPED&SIGNED �, IIWITH AN ----------- III'____________ $TAMP�AND SIGNATURE.. - f�_IIII Q Web Stiffer— are regwree ::--2X6 SW BELOW _ _ DATE ISSUED: if the sides of the hanger do 2®9 1H LVL not laterally eupP ort the TJI REVISIONS: BELOW HALL WALLS joist top flange and per c ent Trus Joist MacMillan literature TYPICAL DETAIL OF FLUSH FRAME - --------- AT MICROLLAM 11 7/8" TJ1220®16"O.C. F 778"-TJIZ2If_T6-TT7 JI 7/8" TJ1220®16" O.C. 11 7/8' TJ1220®16"O.C. ------------- Load bearing o shear wall bove 20 9 1/2 LVL (mustper BELOW KNEE WALLS — to stack o wall below) j' Blocking Panel PERMIT SET PROGRESS SET I PRICING SET PROGRESS SET _ _ / 2®9 1/2 LVL "_-- ____--------- - . BELOW DORMER WALLS " // web stiffeners required 3� 3HEADER2 LVL 4 TUBE ICOL'S TYPTEEL each side at 81w 5 1/4"X9 1/2-2.0E PARALAM 5 1/4"X9 1/2" 2.OE PARALAM PSL HEADER(WOLMANIZED) PSL HEADER (WOLMANIZED) TYPICAL DETAIL ®LOAD o BEARING WAILS TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4"BEAMS , ' REGISTRATION 1—' SPECIAL NOTES: FRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE COMPLIANCE WITH ARCHITECTURAL DESIGN&BUILDING CODES SCALE: 1/4'�I'-0• 2 PIECES 2 Rows aF Ii ro S o 12'o.C. AND TO NOTIFY ARCHITECT IF CHANGES IN FRAMING MUST BEMADE IN ORDER TO ACHIEVE DESIGN INTENT AND/OR CODE COMPLIANCEAS USED IN THESE DOCUMENTS,"PROVIDE"MEANS FURNISH AND INSTALL - 40 1 2" WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER PROVIDE AS MANY SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK, —`y DRAWINGS AND SPECIFICATIONS SHALL BE TAKEN TOGETHER;PROVIDE WORK SPECIFIED AND NOT SHOWN AND WORK SHOWN AND NOT SPECIFIED AS THOUGH REQUIRED EXPRESSLY BY BOTH. ALTHOUGH SUCH WORK IS NOT SPECIFICALLY SHEET N SHOWN OR SPECIFIED,PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS ]PIECES D-�" 2 Paws a 1/2"DIAN—TS a I-o.G APPURTENANCES,DEVICES,OR MATERIAL$INCIDENTAL TO OR NECESSARY FbR F.2 SOUND.SECURE.AND COMPLETE INSTALLATION. SECOND FLOOR FRAMING TOTAL NUMBER MULTI 3 1/2"BEAMS A B G IN F SHEETS SET: 5 5 6 20 " D-� z Pows aF Vz-DIAY ears o 1t D.<. CALLED I `I• THIS SHEET INVALID NORTH :PIECES UNLESS ACCOMPANIED 13Y PERMIT SET 12. 17. 0 4 WORKINGEDRA WINGS TlmberStrand L5L RIM BOARD m n n ERT For in/or olio o lateral Wad ca"Fir ties refer to 1' V °imrboa ;b;;;trr. L5L ARCHITECTS,INC. ARCHTTECTURE CONSTKUCT1ON iI INTERIORS PLANNING 939 MAIN STREET, D1 PO BOX 343 YARMOUTHPORT, MA 02675 ti A B C (508) 362-8883 � 13/4" Mlcrollam LVL may also A.5 A.5 .6 _ be used as rim boord _ TYPICAL DETAIL ®EXTERIOR WALLS NEW BUILDING Backer block: Install tight to top flange (tight to bottom flan with TOce mount han gore). Attach with 10_10d (3') box halls. clinched when possible. FOR: 202XIO PT HEADER BOLTED j EQUIPMENT PLATFORM, TO EACH POST W/ /2' DAM IF NEEDED. �j CjN�j CARRIAGE BOLTS. , 75 IYANNOUGH ROAD Filler block: Nail with 10-10d (3") ) r box hails, clinched when possible. I HYANNIS,MA Use 10-16d (3 1/2") boN nulls Trom I . each side with TJI Pro 550 Joists. _ + With top flange hangers, backer block required ly when hangar ----"- 1j load ezceede 250 pounds c d _ _ rL = �- c d TYPICAL DETAIL ®INTERSECTION OF - f - _ 0 -- DOUBLE MEMBERS -_ o o - - o - o q ---------- S s C s s s s s s s r Mlcrollam LVL• Parallam PSIL r ------_---- a r TlmberStrand LSL `---------_. ___________I 10 PT HEADER BOLTED _____ - __ ___ ___ __i __ ;L, __ __ __- I___ ___ ___ __ __III___________ T02EACH POST W/2®1/2' DAM Top flange 1 I I Will I'np:III CARRIAGE BOLTS. - I. hanger _________..- I, ,III.III I I I�,II,I I I, 1 I _____-__-- -i Faca ma�ht I,lll ,III II I I II IIII L I IIlil l III l hangar0 ---------- / i L V /•% - LL - _ __ MEs A T BE USED _ -- --- -_ ___ - -- - - FOR PERMITTING OR NOT .// _ ___ ___ ___ ___ ___ ___ __ ___ ___ __ ___ III / ( I I ` \ I'' - -__ ___ PURPOSES UNLESS STAMPED k SIONEO WITH AN ORIOWAL ARd11TECT5 Ij STAMP AND SIGNATURE Web stiffeners are re qulred if the sides of the hanger do / not at support the TJI joist top flange and per c eht 202 10 ROOF FRAMING DATE ISSUED: }�. Trus Joist M—Millon liter.tare _ ___ ___ !. r :__ ___ = OVER STAIRS REVISIONS: - --- --- 2 X10 � 2 X1 TYPICAL DETAIL OF FLUSH FRAME 20 xt0 AT MICROLLAM o d o• o o e� o ° o +, Load bearing aver shear wall bove O o ti 0 O K ry d o O O 0 o O o ti O a O (must stack wall below) S O S S ' S S s Blocking panel I PERMIT SET rl OGRESS SET PR i---------- ----------- ------- -. ,6:- r ii i. /; PRICING SET-- - - - - - - _ - - - ------------ - --- - -- _ - - - -- LAY-ON ROGRESS SET P d 2% N ILER c Web stiffenere required each side at B1 W 'a •-° 0i 1/ X9 1//2 2. E P RAL M O 1 4"% 1/ 2 OE ARA AM TYPICAL DETAIL ®LOAD PS HE DkR( 5 WO MA IZE P H ADk +(W)LMA NIZE ) BEARING WALLS nx' - - -- - TYPICAL LVL/GLULAM BOLTING/NAILING MULTI 1 3/4-BEAMS _ REGISTRATION x POSTS AND HEADER BELOW 2 PECES 4-1 z 11 DF 1""1 a 13.O.C. SCALE: 1/4'-1'-0- SPECIAL NOTESFRAMING PLANS ARE CONCEPTUAL IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE COMPLIANCE WITH ARCHITECTURAL DESIGN&BUILDING CODES , O 1 2 4 B AND TO NOTIFY ARCHITECT IF CHANGES IN FRAMING MUST BE MADE IN ORDER TO ACHIEVE DESIGN INTENT AND/OR CODE COMPLIANCE. AS USED IN THESE DOCUMENTS,'PROVIDE-MEANS FURNISH AND INSTALL' WHERE AN ITEM IS REFERRED TO IN SUNGULAR NUMBER.PROVDE AS MANY SHEET NO. SUCH ITEMS AS ARE NECESSARY TO COMPLETE WORK. A PFCESr F.3 DRAWINGSAND TSHOW AND SHALL BE TAKEN TOGETHER:PROVIDE WORNSPEGFlED AND NOT SHONN ANO WORK SHOWN AND NOT SPECELLIFlED AS THOUGHREQUIREDEXPRESSLY BY BOTH. ALTHOUGH SUCHWORKISNOT SPECIFICASLL,Y HOW OR SPE,� AUS ITE PPURIENANCES�IDEVICES,IEDPROORO MAwTEPRAL ,-S EINCIOENTAL LTIOCOR NECESSARY ANEO FOR ROOF FRAMING PLAN MULTI 3 1/2- BEAMS SOUND,SECURE,AND COMPLETE INSTALLATION. TOTAL NUMBER OF SHEETS IN SET: r .5 .• .5 Oz P¢as o-.• z Rows a 1/z'DIAM ears o Iz•o.c. .6 CALLED I V THIS SHEET INVALID • NORTH UNLESS ACCOMPANIED BY - _'2- - A COMPLETE SET OF PERMIT SET 12. 17. 0 4 WORKING DRAWINGS T B --TJ� OF EX/,-fir. "SLPB ' ' x a l /O" 6.-7 /o.84 /�5�� �/ 4 _ �XT�II.�D F�L L_ R F'PL/c'R BLE / _ / n /�A/VHOLE GOVE,QS 7-O Z-J/TH/ti' _o .__ o..` o.._.a —. proposed ground profile H0/2!z SC,9LE / = iO -------- S � � ! � 0 /�.J --_- - - — V E ,2T' SC ,9t_E• ' /2" C>F f=i/vlsNED G �c'Ft �% E . S C HE D. 4 O P V C. O,g --- _ F L O w --- -------- y- E D uFj L 7-0 SE P r/c Crrs/n r r-n u rrn 14" per- -Co o-�-) D a N D!5 7- B O X ' ' a ' � Gdla. a era " Sump t j \./f .!'� _Y /OOP G�9L . SEPTIC •TRAJK i--a cashed s�'one �j ° ° . ° ' `� ' �'�-•ter 00 e o e •f 1 ~� h D 11:9 T c �-. `3 7-C-S 7- B Y: �f,e. .5 j�-j G�/ / Tn/E S S 2 G fro D czQ r- L�iQr/- a GL CJl,v PE A2 C A?R FE- �__..-_. Min./IIAJf N - GR4-_S./D/9Y x TEST HOSE #/ TE ST' f-IOLE- #2 ,��'� f G• " USE- . %OO �RL. 7-F4A-Jk $/DEtv,94-L S F> (2. �, _ %t3f3,S Gxv WN I tl , r C N Fes/ 7- 6 e � ; /oox S - / 7 -7. 6 1680 0C)C) X 76=,'0(o. O - q P,eoB. OR�u�� O� '''EEC �FV (� fp = / c'E,E'T/FY T/-/,QT T'NE 8(J/,LD/,kJG r� n �fi E � o,2oPo5E r� a�v THE= G,2oUA/r-) RS T� �/1.�� G E- f--' L f� iv i n./ �, J f y M f� 1l1 O,,2T H \ /'�O 7-6 El.Jfa TE,k� ,- � SM� I�Jill OAJ DOES �O,e : _: J_r !3 '� L.C. P. I / (off y � (;,?e L;7 CO/'+J,�OE'!`� 7-O THE BUIZ-D/�IIG SE-T- , A2 E Q v/A2 E 1---)EJ A 7-S O F T f /E- c E -ro�n.1 OF r✓.5-rjF-j 4-E f-r �"Jl � / 7f' � S . C- .'?R E Z FOA2 , /^ E .tea ,��SN b A1gSJ SNo nJ / /� OF /eHINCKLEY k V£RE IT H — --- --_ _----- �o?� EVERETJ �S�; * hio. l H.. �, w fi HINCKLEY yj P/rT- - ,5 C l9 L. E �No. 13230,Q I) U , � _ �-. O C�J E l� E- L L E- 4Q Inc . O D O e x /S-f /n /e va-tt o n 7-B /1�4C � c/ T H 10001 - Proposed e i va-f-tor, �2E Qu/,2�ME n✓TS _o__ oo a-- prO�O$BQ/ GCJ/ 1 fOC1rS S ! G�e . i9PP,2OVE �'ORA2D aF )t4EAL7'H 9 / mi �� °Grp. zip \ \ 7 LOCUS MAP .:. SCALE 1" 2000' \\ \\ \\ \ S BENCHMARK: CL BASIN \ \ \ � o \ So BENCHMARK: CL BASIN \ � �- ELEV. = 21.19' \\ ELEV. 21.19' \\ \ r a, ADDRESS: #75 IYANOUGH ROAD (ROUTE 28) HYANNIS MA 02601 \ \ \ \ \ \ \ ASSESSORS MAP 343 PARCEL 7 \ FLOODZONE: C BARNSTABLE PANEL 5 w , GROUNDWATER OVERLAY DISTRICT: WP 41 SO pOR \4/k,, \ 34x \ ( 1 °` � 9 \\ O `\ o \ ! ��� 0 r- UR9 �fQ DSO \ LOT AREA: 10,432 SF (0.24 AC.t) 11� \ �LQ \ MAP 328 .,�C o<o\ l9 �r\\ s / 3 153 0 28isn \ S1, Ur \ OWNER: PURCHASED FROM TOWN OF BARNSTABLE 7/29/04 BY: / 8> Ar� \ i 8) VR6,NG \ 4� \ JAMES' R. CARRON, TR. 75 IYANOUGH REALTY TRUST \ t, 8 \ # 89 / C \ �i ��p V, 75 IYANOUGH ROAD, HYANNIS, MA 02601 / Zip \ f7 Cr �7 ( MAP 343 \ 11�"T,, \\ I 9 � � CERTI1FICATE 1685D85D#173901, DB 18885 PG 179 PCL 7 EXISTING 303.5 GPD \\ ,rA�r 11 PROPOSED 6" REVEAL / d If 75 SEPTIC \ GRANITE CURBING AT y �' o M.W. e \ ENTRANCE RADII. / �► \ EXISTING USE: AUTO SALES, RETAIL, RESIDENTIAL (2 BR) / W \ PROVIDE TAPERED END/ \ r PROPOSED USE: RETAIL (HEALTH FOOD) W/ (2) 1-BR APT.'S OVER / /H `� \ SECTIONS. SEE DETAIL/ M TH1 \ \ - / M.W. \\\ / MAP 343 ZONING DISTRICT HB: (r� I go \\ PCL 7 \\ LEGEND MINIMUM LOT SIZE = 40,000 S.F. 10,432 SF EXIST. �JQ E If 75 So \ MINIMUM FRONTAGE 20' 74'+104' PROVIDED �^ I TM2 EXISTING PAVED o� �8,y9, r;� I� �,P � 0.24 AC.f NEW PAVED PARKING cii �B O CATCH BASIN EXISTING: PROPOSED: >- PARKING AREA �, } ! ,� �9� SETBACKS: REQUIRED Q _ 22 �• q Q _ �q C UTILITY POLE FRONT - 100' OFF RT. 28 43.2' 61.4' ' FRONT = 60' OFF CEDAR 11.3' 11.3' U - _ E-.r o ` - _ �J GUY WIRE SIDE - 10' MIN. (30' SUM) 6.4% 6.1' 7.0% 6.1' ;•� - _ U °j" - _ REAR = 20 N/A , N/A m - ( J , CCEDAR m e e• _ `- C.B LIGHT POST/ YARD LIGHT MAX. BLDG, COVERAGE: 30% 33.8 21.8% (� MAX. BLDG. HEIGHT: 30' 11.0't 13.0't S T a o _ _REGIST ED LAND I CED R ►7� REGISrERE � ' Ui REGrsr - I _ 1 0- o,�R-�AND FIRE HYDRANT (� EREDCAD/NG iu EGiSrERED-�N I FRONT YARD LANDSCAPE SETBACK: 45' GREEN STRIP ALONG ROADS � O 1' -�__ p ' r _ NO pAR 20NE D - - SIGNS IN HB ZONE: PRE EXISTING CONDITION, 4.5' EXIST, 5.0' PROPOSED Qi��' o \ �ROpF�\ �/G v WP DISTRICT: 50% MAX. IMPERVIOUS PREVIOUSLY DEVELOPED SITE: EXISTING 8,513 SF/10,432 SF=81.6% �� �-�I EXISTING `� 0�£!p S ��a PROPOSED = 7,982 SF/ 10,432 SF=76.5% BUILDING t Q w Q EXISTING SEWER COVER 30% NATURAL STATE PREVIOUSLY DEVELOPED SITE: EXISTING = 1,919 SF/10,432 SF= 18.4% 1 3,522 / GAS GATE OR METER PROPOSED = 2,450 SF/10,432 SF= 23.5% ' SF FOOTPRINT 0 F RrNT � � G TOWN WATER CONNECTION'EXISTING I IXIST. �R I FLOOR SLAB FLOOR SLAB /, ELEV. 21.07 EDGE OF PAVE N0 CURB ON-SITE SEPTIC: '78 CODE SYSTEM TO BE UPGRADED TO '95 TITLE 5 /" � PAVE ELEr 22.7 e ss � 6, ^- ELEV. 21.07 g , p M..t• 0M.w MAP 343 ,; pPoppS MAP 343 w .� CL 6 > fo PCL 6 EDGE OF PAVE W CURB Co # 67 �. I 2,22�? Sr0 8t/kDI rn , 5 sP Ry Np w # 6 7 CAPE & ISLANDS GLASS �RSr F0 wOo W orp of CAPE & ISLANDS GLASS: . PROP. EDGE PAVE �4S FCR RINr h'4,y o / fiy fC f T F• r o tooR 23 p 6 y y f(�, o WATER GATE J _J 14.) r -14- EXISTING CONTOUR r _ EXIST. DUMPSTER 1 , J/ ?� I l PROP. 3" CAL. TREE r ' i .� X 14.05? EXIST. SPOT GRAD E 01 g 43. � . EXIST. MON. WELL #80 CEDAR STREET 8/ M.W. >>• #80 CEDAR STREET g�.� EXIST. SEPTIC COVER PARKING CALCULATONS: x ' x ° RETAIL: 1670 SF RETAIL (1/200 SF) = 8.35 SPACES j STORAGE 1ST FLR 605 SF (1/700 SF) = 0.86 SPACES I ' STORAGE BASMENT: 2275 SF (1/700) op 3.25 SPACES , rGo RESIDENTIAL: 2 DWELL. UNITS (1.5/D.U.) = 3.00 SPACES ' 80 CEDAR T D'STREEO TR.REALTY TRUST , VINCENT D'OLIMPIO TR. 00 80 O 0) 80 CEDAR STREET REALTY TRUST TOTAL SPACES REQUIRED: 15.46 SPACES r DB 1 0569 PG 40 r O DB 10569 PG 40 0 13 SPACES PROVIDED 1 MAP 343 ` I MAP 343 INCLUDING 1 VAN HCP ACCESSIBLE PCL 8 PCL 8 RELIEF FOR 3 SPACES REQUESTED # 80 # 80 O 2 2370 SFt 370 SFt O 2� �2 GENERAL NOTES: \ BUILDING LOCATION APPROX. \\ BUILDING LOCATION APPROX. O 1 THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS �� A1e` FROM G.I.S. `F�\ Aj FROM G.I.S. / APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR22 SITE P EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. �--- \�.S/JV - _ N'�� eC/S FS 2. ALL CONSTRUCTION MATERIALS, COMPONENTS, AND METHODS EMPLOYED ON THIS N a PROJECT WORK, SHALL CONFORM TO THE TOWN OF BARNSTABLE SUBDIVISION REGULATIONS J OF LAND IN AND/OR THE MASSACHUSETTS DEPARTMENT OF PUBLIC WORKS STANDARD SPECIFICATIONS FOR BRIDGES AND HIGHWAYS AS AMENDED TO PRESENT. /ST /S` ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5. 68 02 > AND BARNSTABLE HEALTH REGULATIONS. HYANNIS (BARNSTABLE)� \ '\�X r MA_ 1 � k 3.'VERTICAL DATUM IS NGVD29 PREPARED FOR 4. TOPOGRAPHY AND DETAIL FROM SURVEYS BY DOWN CAPE ENGINEERING 6/04 CAPE COD NUTRITION COR NER 5 DESIGN LOADING FOR ALL PRECAST UNITS. TO BE AASHTO-H20 UNLESS NOTED. , INC. 6. THIS PLAN IS FOR PROPOSED PERMITTING ONLY AND IS NOT TO JAMES R. CARRON • BE USED FOR PROPERTY LINE STAKING OR ANY OTHER PURPOSE. � #75 IYANNOUGH ROAD, HYANNIS, MA $. ANY SITE LIGHTING SHALL NOT CAUSE GLARE FOR MOTORISTS, PEDESTRIANS, EXISTING CONDITIONS SITE PLAN PROPOSED CONDITIONS SITE PLAN OR NEIGHBORING PREMISES. " SCALE: 1"=20' SCALE. 1 =20 20 0 20 4o so Feet SCALE: 1 = 20, DATE: 8-1 1 -04 9. BUILDINGS AND TOPOGRAPHY ON ADJACENT LOTS FROM TOWN G.I.S. DATA AND IS APPROXIMATE. 20 0 20 40 60 Feet REV. 2-16-05 TH SHOWN FOR REFERENCE ONLY. LOGS) off 508-362-4541 OF�A� fox 508 362-9880 tiN � ARNE �r,kLpA Ol;1�Ls� v ARNE H c dOW12 Cc'i1De P.I2gII1e'e1"112g, 112C. 7JALA OJALA No.26348 v C 1 L n, 792 �4 CIVIL ENGINEERS LAND SURVEYORS DATE ARNE H. OJA , 939 main st. yarmouthport, ma 02675 03-273 SHEET 1 OF 2 REMOVE AND REPLACE ALL PAVEMENT 4" REVEAL CURB AT BLDG S/W SEE PAVEMENT SECTION SEPTIC SYSTEM DESIGN DATA H-20 RIM EL. 22.4t H-20 RIM EL. 22.4t ` NO GARBAGE DISPOSALS ALLOWED PROPOSED FULL -- 24"LD. H-20 MANHOLE COVERS BLOCK UP D-BOX, 24-I.D. RISER FOUNDATION 2% MAX. TYP. TO GRADE, MORTAR ALL COMPONENTS TITLE 5 FLOW ESTIMATE: MIXED USE BUILDING W/JOIST SHELF i RETAIL: 1670 SF (50 GAL 1000 SF = 83.5 GPD FIRST FLOOR EL TOP PRECAST EL. 20.24 RESIDENTIAL- 2 BEDROOMS 1110 GPD/BR) = 220 GPD TOTAL DESIGN FLOW: 303.5 GPD 23.10 t :� . 8.0' NOTE: GRANDFATHERED DESIGN FLOW OF 303.6 GPD FOR SITE. 4 0� 3 4 0� 2" PEASTONE AND SEE 5/24/83 LOW & WELLER SITE PLAN ON FILE W/ HEALTH DEPT. 20.7T 10" 14" s FILTER FABRIC SEPTIC TANK: 303.5 GPD (200%) = 607 GALLON REQ. (1500 GAL. MIN.) 20.53 TEE - TEE 4"0SC31 4ATP1 ye 19 9T °00000 0000°oo °0 19 804"�SCH 40 PVC ooAOOOO c 0 0OVER 3/4 STONE USE 1500 GALLON H-20 SEPTIC TANK 1500 GAL H 20 GAS BAFFLE 20.28 °o°o°o°0000000 10 AT 1% o 0 0SEPTIC TANK o00 0 0 0 0 0 0 00 00000 0 0 0 0 0 0Qu 3/4"-1-1/2" STONE USE C1 LAYER CLASS 1 SOILS FOR LEACHING FOUND. TO S/T H-20 D-BOX ON 12" COMPACTED GRAVEL o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00 0 0m .,LEACHING: 303.5 GPD/0.74 GPD/SF =820.3 SF LEACHING AREA REQUIRED. PIPING 12'±AT 4' E LEVEL o0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 < o rn DOUBLE WASHED USE (2) 8.0'X4.0 X '1.0 EFF. DEPTH' FLO-DIFFUSERS W/ 4' STONE ACME OR EQUAL ACME D65 H-20 OR EQUAL ( o I (� SLOPE) d AT SIDES AND 4'- STONE AT ENDS (27.58'-X 12.00' OVERALL DIMENSIONS) ..•r :•:- INVERTS LEVEL FOR 1ST 2' INV. EL. PROPOSED FLOW DIFFUSOR LEACH SYSTEM oo BOTTOM STONE BOTTOM CAPACITY - 27.58'X 12.00' 330.9 SF X 0.74 244.9 GPD ;, . 6* GRAVEL & MECH. DEPTH OF FLOW = 4' WATER TEST D-BOX FOR LEVEL (_ 19.7 ELEV. 18.7 - _I :>,.• COMPACTION (TYP.) TEE SIZES: INLET DEPTH = 10" = 2 `= 79.2 SF X 0.74 = 58.6 GPD D-BOX SAS SEPTIC TANK OUTLET DEPTH = 14 5' UNSUITABLE SOIL REMOVAL REQUIRED o SIDEWALL (27:58+12.00') X 1.0 410.1 SF 303.5 GPD O.K. DOWN TO MEDIUM SAND LAYER. co FOUNDATION REPLACE WITH CLEAN MEDIUM SAND 2'-,0" SEPTIC PROFILE (,NOT TO SCALE) ADJ. GW ELEV. USGS FORMULA NEL. 12.7 26" DRAINAGE CALCULATIONS: HEAVY DUN H-20 COVER RATIONAL METHOD: 20 YR. STORM NEAT SAW CUT AND REPAIR LABELED "DRAIN" F&C 19.6t PAVED ROOF AREA: 7982 SF CN=0.95 PAVEMENT AS REQUIRED DRILL (2) 1"0 HOLES IN COVER GRASS WOODS: 2450 SF CN=0.45 SEE PAVEMENT SECTION COMPOSITE CN = ((7982)(.95)+(2450)(.45))/10432=0.83 8" H-20 F&G EL. 21.2t Tf COMPACT BACKFILL IN 6" SEE PAVEMENT CROSS SECTION 2'X 2' GRATE (TYP.) EWE 8 1/8" Q=CIA = 0.83(4.31N/HR)(10432/43560)(448.8)(1/.5)=767 SF REQ. LIFTS (TYP. ALL DRAINAGE) USE TWO 5' X 6'0 LEACHING PITS WITH 4' STONE AROUND= 792 SF MIRAFI 140N FABRIC OVER H-20 TOP STRUCTURES 792 SF > 767 SF O.K. PRECAST EL. 20.0 _ 24" 3" MIN. PEASTONE :; .• . -1 RISERS 12"0 HDPE D r' S O BENCHMARK: C L BASIN AS REQ. ADS N-12 OR EQ. HOL /�-' & BRICK ADJUSTING COURSE SET LEVEL MORTAR MANUF. LeBARON, BROCKTON, MA �- = MODEL: LT 105 < ELEV. 21 . 19 2.0' P. N (�•) \ ` \ \ 6"S H40PVC A 2% IN PROPOSED ( ) C.B. TRAP WEIGHT: 430 LBS �/ FROM ROOF D INS INV. 18.0 12"� HDPE PIP `` \ \ ...'• . H-20 ELBOW TYP I CAL ACCESS C) ,�� a 600 GALLON PROPOSED SCALE: 3 4" = 1'-O" ' �' 4 0s LEACHPITS 1000 GALLON PRECAS LABEL SEWER OR DRAIN AS APPROPRIATE `� H-20 CATCH BASIN �X 6'�X59"SHOREY M '0X6'-8" SHOREY SOLID v14C1 ` \ 15° LC8600 H-20 OR EQ. BASIN H-20 OR EQUAL € EL. 15.0 ' PROPOSED 3" CALIPER / ' �� ` \ :3" WASHED STONE UNDERNEA �5ECTIONAL PLATE O '� v STRUCTURE =` 4' MIN AROUND PIT TREE (� ......................-.......................................... 33 1 4" /� 9 , �� 2s ��sT S �' d SECTION THRU . DRAINAGE. 24 1/4" I \ •8 , ��/ /' v \ JC N NOT TO SCALE Re �� 4,v ° CC ADJ. HIGH GW EL. 12.7 b eFRM T � 20 r� �o0oE1o[]oDo❑ REVEAL 1Q LEGEND N.T.S. REINFORCED NEW BLACK RUBBER I N G AT N/ � � �J ` ,� TH1 TH2- P#10819 �o❑o❑0❑0�0� HOSE (1/2• ID) �,, N J SOIL R. GIFFOR:'C.R.SHORT,INC. 501E EVALUATOR: DAN N, IRS PLS, SE O CATCH BASIN o 0 0 0 0 0 /� I(• Z I d' \ BOH: R. GIFFORD, BOH BOH: DAVID W. STANTON, IRS \ \ I ❑000❑OF10❑0❑ /' DOUBLE STRAND 12 GA J / 0 / DATE: 3-1-82 DATE: 9-24-04 10 AM �� UTILITY POLE p p p p p p GALV ANNEALED TWISTED WIRE R E D E �_ / \ PO N I ❑0��000���❑ r n DE T, I / TH 1 \ \ EL 21.6 D EL. GUY WIRE " 0" 22 7 �"� m;" HARDENING PAVEMENT o 0 0 0 0 0 4" LIGHT POST YARD LIGHT _ o � � � � \ 11, // DO NO�APL�E ENDS DOWN 2 / �; . �;�„�,�```` ,..,e., . .. � LP 1 • LOAM & ( L / a a o a a 1=3a ,`` 3 STAKES EQUALLY SPACED I , ,`` , SUBSOIL - 3O~: ,, , „AROUND TREE 2 1/2"x2 1/2"x10' / / _ 8- LS 7.5YR G 6 �, • � / FIRE HYDRANT DO❑oDoDoCo❑ �, I/ SPACED 1'-0~ FROM TRUNK. ^, 1 - /R M1 EL. ® 28" / STAINED.DARK BROWN. , 7°°�, PROP. / RIM EL. 20.4 1 / STAKES DRIVEN AT ANGLE AND 'O / _ o DRAINAG _ -� C1 PERC ATE: <2MIN/IN. �/ PULLED VERTICAL WITH..WIRE N N ! Q _`w RE c 2 SE C1 PERC RAT-: <2MIN/IN. SIGNS 1 MIN 4'-0" BURIED `, `, R ! , \``SCQ l DETAIL S BOTTOM PER AT 4.3' C-, , � / f c 1 1 4" 4 1 2" 1�-4" `�� // MIN 3" DEEP SAUCER P , 27 s �`- ,`,` r-- 24 GAL. IN :00 C C SAND / MIN + ! T ! 1� 8 l �_ C1 HORIZON C/ HORIZON PROPOSED ACCESS COVER 3" DEPTH SHREDDED BARK MULCH .� , 2.5Y 7/3 FOURTH FLANGE AT BASINS �A I ,� / 3 �.�` / N N VED PARKING COARSE TO MED. 84" WITHOUT CURB INLET _ 6::..., _ / / LP2 T„ SAND EDGE OF PAVE x,j_ REMOVE BURLAP FROM TOP / - • I �' `/ I & O •. _ HALF OF ROOTBALL ' I ; _ I • GRAVEL C2 HORIZON CURB " " .I ? ( COMPACTED SUB-GRADE / ! , COARSE TO MED. S 3/4 24 / -` ! / EL. 2.7 PR HIGH WATER TABLE o SOIL MIX / _ _ 5 R E M OV / - PER U.S.G.S. FORMULA SAND WATER GATE <_ / �IJN-S•UZT B LE OIL \R EQ (AD 2.6) & C GRAVEL [21.10] PROPOSED ELEVATION �2 _ ; _ EL. 0.1 138" EL. 11.2 138" cv 9� ��S -.�/ ! �22•gp�8� _ �,,B - GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED -41- EXISTING CONTOUR 4 1 2" L 8" 4MIN MIN coN - _ _ _ PROP. 3"CAL. TREE SECTION A- A C S'w �2 �� 1 W TEST HOLE LOGS TREE PLANTING DETAILA. 2>S, No LLJ qp�N� MINIMUM FRAME WEIGHT: 3-FLANGE - 265 LBS. \Q 4-FLANGE - 295' LBS. '� 2 /` op O �RK MINIMUM GRATE WEIGHT: 215 LBS. / ��/�� Q - PASS AREA: 255 SQ. IN. o / s ` 1500 GAL SITE P o¢ � / � •7 �\ H-20 SEPTIC TANK FRAME AND GRATE t2 , F LAND IN C y , �230 1 ,,/ O HYANNIS (BARNSTABLE) , MA 1» - 1'- �» I coNc S/ f23 0,` 6" LOAM & SEED DISTURBED AREAS , W UNpR CqN FLOOR S PREPARED FOR NOT PAVED (TYP.) / ^ 23 T OPy I ELEV. 21 .( r6" 6" Z p 0' / CAPE COD NUTRITION CORNER, INC. Q R°po / MAP P SEp / P JAMES R. CARRON o / ill/2 S / °o 0 0 0 1" TOPCOAT MAss DPw " w A.D�. 2,2)s rp vl�p�N l R AD HYA►NNI5 MA o ° o C; TYPE 11 m �IRS7- SF y 'A,° (; #75 IYANNOUGH O , , 00000000 6" 2" BINDER 6 [21� 1 �Oor 4 °pF �. CAPE & IQ0 V 00000 - •- &11s � F(R• PR11 /7. /?,1 Alt / SCALE: 1 ' = 20' DATE: 8-1 1 -04 0°0°0 000000000000000 �NT FC �EV 23 / REV. 2-16-05 (TH LOGS) 0 O o 0 0 0 0 0 0 0 00000 a 00000000000000° `?3 , ° •o ° ° ° ° o ° ° O°� �° 0000 .° 000000000000°O 12" PROCESSED GRAVEL off SOB-362-4541 O O O O O o O O O O / - 80 "COMPACTED 00000 % 4 . . •00000000000000o MDPW M1.03.1 VIB. ROLLER COMPACTED J -R�R Wq�� T �4, l GRAVEL M1.03.1 O O O O O O O O O O 3 OP 3 fax 508 362 98 00000 A '. 000000000000000 I Or COIyC I �\ �,iH St♦OF� °0000 °°°°°0°0°0°0°0° ft' 24.E /oi �� AI7NE ARNEW 0000o r . a. 6 . 8 �� /`' A>A o,�ALA dawn cape engineering, inc' 8.,3 / CIVIL N 000000 O O O O ~ - - 2 �? 000000000000 0000 CEMENT CONCRETE 2000 PSI MIN. / Np.28948 , .. 0000000000000 000 IF CURBING SET IN EXISTING PAVEMENT. _ _ ` pFES �. ���G•30792 ��� CIVIL ENGINEERS 0°00000000000000000°0000 CUT NEAT LINE 6" FROM CURB LINE AND REMOVE _ J / 4A'0 d IFS' LAND SURVEYORS BINDER, BASE AND STONE. REPLACE gr j WITH CEMENT CONCRETE _ UTILITIES SITE P LA 939 main st. armouth ort, ma 02675 VERTICAL GRANITE cuRewc 6"x18" - -__ / D E ARNE H. OJALA, PLS, PE y P - SCALE: 1"=10' I `21.S1 PAVEMENT CROSS SECTION, D - - -- ,� -� 2D 3D Feet SHEET 2 OF 2 NOT TO SCALE 69 O 3 '. 2 7 3 .4 PERMIT SET- NOT FOR CONSTRUCTION So LANDSCAPE LEGEND N.T.S. 6" LOAM AND HYDROSEED F ~ GRASS SEED SHALL CONTAIN SUBSTANTIAL �' �• \��0�1 7 PROPORTIONS OF FESCUE AND PERENNIAL RYE SEED, C XS �` ' •• / ' �� 3� MEETING MDPW SPEC M6.03.0 OR SIMILAR. / `C `••�}•, �jQB \� �/ "1�.�;.•+ :•:• \ \ PROPOSED 3 GAL. SHRUB ALTERNATE BETWEEN: PJM RHODODENDRON / •��- C/ \ 1(� \ NIKO BLUE HYDRANGEA / .'>✓ '.•.`.' `O V WHITE AZALEA a? PROPOSED BARREL PLANTER +`.• O •�V '�s�/ W/ 3 GAL. SHRUB MIN. / J'. l•v �c WHITE AZALEA OR EQ. .'�. �e . . . . . . .. . .• . . C) • • \ PROPOSED 3" CALIPER �,'�+ ��•• �• • ` \ PARKING/BUFFER TREE » C.`+•. k4 RED MAPLE ACER RUBERUM PROPOSED 6 REVEAL + . GRANITE CURBING AT ENTRANCE RADII. / d- PROVIDE TAPERED ENDS SECTIONS. SEE DETAIL/ \ r7 TH1 '• S \� o SYMBOL LEGEND N.T.S. Tht2 CATCH BASIN � .---� �� �� -NEW PAVED PARKING °' >9, -.` � O �C2-) UTILITY POLE Q _ •. •q• � + •,y • _ n GUY WIRE LIGHT POST/ YARD LIGHT FIRE HYDRANT SIGNS m (l - _ - • PROPOSED ACCESS COVER ST* >� . . . . . C o�Dl I EDGE OF PAVE � � . . N �0/v - - :Q:-: . . . . O N wW �` + PAa CURB ''4_7.' .'.'. F - v G� Q _ ��° WATER GATE . . o 1 ;. � LU t 1 S �• +` w -, FLOOR SLAB •cr. E LEV. 21 .017 6 - o . o S• 0' •cL . •:`:•:•:•' 43 MAP 3 ,. 2°217s STORY /�o�Nc co # 67 S • = h F�Rsr F F00 �V000 CAPE & ISLANDS GLASS � NTRME . + . MEND E�E� ' OR 10 : :• - CEO - `-�•: LANDSCAPE SITE PLAN f TO ACCOMPANY SITE PLAN OF LAND IN +` HYANNIS BARN STABLE) MA — — PREPARED FOR + 169 CAPE COD NUTRITION CORNER, INC. JAMES R. CARRON #75 IYANNOUGH ROAD, HYANNIS.) MA SCALE: 1 ' = 20' DATE: 9-24-04 off 508-362-4541 fax 508 362-9880 LANDSCAPE SITE PLAN DikAk OF AN � oavia. SCALE: 1 10' o�ALA d o Wn nape engineering, inc. 10 0 10 20 30 Feet #40980 CIVIL ENGINEERS 2 G } LAND . SURVEYORS DATE DANIEL A. OJALA, PLs 939 main st. yarmouthport, ma 02675 03-273 /r I C ARCHITECTS, INC. ARCHITECTURE CONSTRUCTION INTERIORS PLANNING 939 MAIN STREET, D 1 PO BOX 343 YARMOUTHPORT, MA 02675 (508) 362—8883 WWW.ERTARCHITECTS.COM 65'-0" NEW BUILDING 4'-5" 5'-1 1/4" M 5'-9 1/2" 10'-5 1/2" 40'-3 1/4" FOR: E 6" SLAB ` 7 A.7 6" SLAB LANDING I FDN.1 LANDING F2X8 WALL W/ 2X8 BLOCKING ® 1/3 POINTS CCNC 36" X 36" 2X1O'S®16"O.C. @BATHROOM WALL SHOWER ONLY TO ALLOW FOR PLUMBING 75 IYANNOUGH ROAD DESK 0 HYANNIS MA 2X6 WALL o - t- -- N PROVIDE SOLID BLOCKING- FOR GRAB BARS I - a, 4"X4"X1/4" SQ. STEEL TUBE COL'S, TYP. 4- +--4--f-4--- El _T_ JOFFIC 12 RUBBER MAT 11 -- - - }- .o. , FLOOR TILE UP 1 1 I UP 10 __ 8 _ I__.j_ _� ._ TWO WAY MIRROR L_J.__�.._ _ t` : --- _ -p 7 ' 4! i I 6 -* 1A --r 00 5 4 1 - ; I { 7'-11 1/2" 2'_6» 3 - - �- - -.a-- = - t� NOTE: CONTRACTOR TO PROVIDE SOLID 2 m-{�,Lp$�N - j BLOCKING IN STUD BAYS FOR GRAB BARS. N DN L--------------- >« , LJ L------------ `�p6ci� 3068 4 �3 ` . 4 two+ ------------ G� � 1 NEW RETAIL SPACE] ------------ f ------------ �(10- ( l" l e�4 _---____-___i Lo THESE PLANS ARE NOT TO BE USED L____________ �` � �� �4.- FLOOR MATERIAL TO BE RUBBER MAT TILE I FOR PERMITTING OR CONSTRUCTION J ------------� PURPOSES UNLESS STAMPED & SIGNED I �' `' IRY;, ��N.�S INC.) 1 L_--__-__-___ ' i WITH AN ORIGINAL ARCHITECT'S �. FIN. FLR EU V. 23'-1 1/4" I STAMP AND SIGNATURE. ------------ _ 2X6 BEARING WALL SALES COUNTER ____________� ----------- I b ___________ 10'-0" ----------_L7 DATE ISSUED: L0ADLIN G` - REVISIONS: 6X6 POST ' RUBBER MAT FLOOR TILE Nc"�% co c I N 1 t°i 1 i ----- ----------------- I ----- 2 ---- ------d o A.9 00 LINE OF LANDING ABOVE i SALES o LINE OF LANDING ABOVE co I 0) I I PROVIDE SOLID 2X6 BLOCKING i I I ® 1/3 POINTS OF EVERY STUD BAY. PERMIT SET 12.17.04 PROGRESS SET TIE DOWN LOCATIONS I 9070 OVERHEAD DOOR I33 A.7 FDN.133' 33 PRICING SET ___Lj 0 o 0 PROGRESS SET EL. +23'-1 1/4" 28410 28410 28410 0 28410 28 10 28410 EL. +23'-1 1/4" 28410 28410 28410 ©� COVERED Z_6" co a 12 SQ. COLUMN CONC. SLAB ON J 6 CONC. SLAB ON 6" COMPACTED FILL WALK WA1 6" COMPACTED FILL N �� in OnERT RAMP DN 1: �a 30 ❑ ❑ 12 ❑ ❑ Y , T, :> O MASS. ?. 4" CONC. FILLED STEEL BOLLARDS O O 1 O EL +23'-0" O O O O O O EL +23'-0" O 4" CONC. FILLED STEEL BOLLARDS ;< > SET IN WALKWAY SLAB - SET IN WALKWAY SLAB �rH or t3a. EL. +22'-9" EL. +22'-9* REGISTRATION 13'-5" 14' 2" 9' 0" 14' 2" 13' 5" - q SCALE: 1/4"=1'-0" --� 2'-9 9 -0 9 -2 11 -7 11 -7 13'-8" 7'-3" 0 1 2 4 g 4) ti c 65'-0" SHEET NO. 41 A. 1 FIRST FLOORPLAN TOTAL NUMBER OF SHEETS ( � C IN SET: 24Ic CALLED N THIS SHEET INVALID NORTH UNLESS ACCOMPANIED BY CONSTRUCTION SET 1 , 3 1 . O5 A COMPLETE SET OF WORKING DRAWINGS t '�