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HomeMy WebLinkAbout1225 IYANNOUGH ROAD/RTE132 - PLANS (6) '1 RESCOM Archltectural, Inc. P.O.e0.III YOMYFTIT KAM IN O= 11e M-.x ROM.-11 -Oe 4 Residential&Commercial Architecture F-(we)7W-2= F-(505)75"= CONTACT PS" 61IV%Zw" 100MW - EAST COAST COMMERCIAL CONSTRUCTION s -1 owns srR¢T RRT BRDOEYA-.YASSAOIU9ETi5 Plow('AE)♦I]-eW� Fa(lOe)427-ee00 CAPE CODDER RESORT & SPA Raw CAPE CODDER RESORT &SPA 12251YANNOUGH ROAD HYANNIS,MASSACHUSETTS 1225 IYANNOUGH ROAD PHASE HOTEL UNITS crwff HYANNIS MASSACHUSETTS OWNER: CATANIA HOSPITALITY GROUP 141 Falmouth Road/Route 28 Hyannis,Massachusetts 508-771-0040 ISSUED FOR PERMIT AECRrrECr: List of Drawings RESCOM ARCHITECTURAL.INC. AO.0 COVER SHEET SOA GENERAL NOTES MO.1 LOWER LEVEL FLOOR PLAN 118 Waterhouse Road SO.2 TYPICAL DETAILS M1.0 EXISTING SECOND FLOOR PLAN eu�lenlE 1of4 SITE PLAN OF PROPOSED REDEVELOPMENT SO.3 TYPICAL DETAILS M1.1 LOWER LEVEL,FIRST&SECOND FLOOR PART PLAN Bourne,Massachusetts 2of4 SITE PLAN OF EXISTING CONDITIONS S1.1 FOUNDATION/FIRST FLOOR FRAMING PART PLANS M1.2 THIRD FLOOR PLAN 508-759-9828 30f4 SITE PLAN OF PROPOSED REDEVELOPMENT S1.2A SECOND FLOOR FRAMING PLAN BUILDING 600 M1.3 ROOF PLAN .1 COVER SHEET 404 SITE PLAN OF CONSTRUCTION DETAILS S1.2B SECOND FLOOR FRAMING PLAN BUILDING 500 M2.0 DETAILS S1.3A THIRD FLOOR FRAMING PLAN BUILDING 600 CONTRACTOR. 1ofl STORMWATER MANAGEMENT S1.3B THIRD FLOOR FRAMING PLAN BUILDING 500 EO.1 ELECTRICAL LEGEND,NOTES&FIXTURE SCHEDULE EAST COAST SIAA ROOF FRAMING PLAN BUILDING 600 E1.1 FIRST FLOOR PLAN REVISIONS COMMERCIAL CONSTRUCTION ID1.0 BUILDING CODE ANALYSIS S1.48 ROOF FRAMING PLAN BUILDING 500 E1.2 SECOND FLOOR PLAN S2.1 SHEAR WALL ELEVATIONS&DETAILS E1.3 THIRD FLOOR PLAN 389-G West Center Street A1.0 LOWER LEVEL FLOOR PLAN S2.2 ROOF TRUSS ELEVATIONS E1.4(not used) A1.1 FIRST FLOOR PLAN S3.1 CONCRETE DETAILS E1.5 ENLARGED UNIT PART PLANS West Bridgewater,Massachusetts A1.2 SECOND FLOOR PLAN S4.1 FRAMING DETAILS E1.6 FIRE ALARM SYSTEM RISER DIAGRAM&NOTES ! _ 508-427-6400 A1.3 THIRD FLOOR PLAN S4.2 FRAMING DETAILS _ 508-427-6600 A1.4 ROOF PLAN P0.1 PLUMBING LEGEND,DETAILS&SCHEDULES A2.0 ENLARGED LOWER LEVEL FLOOR PLANS P1.0 PLUMBING LOWER LEVEL PLAN A2.1 ENLARGED FIRST FLOOR PLANS P1.1 PLUMBING THIRD FLOOR PLAN CIVIL WE ENOWF"S: A2.2 ENLARGED SECOND FLOOR PLANS P1.2 PLUMBING ROOF PLAN HOLMES and MCGRATH,INC. A2.3 ENLARGED THIRD FLOOR PLANS A2.4 ENLARGED THIRD FLOOR UNIT PLANS FP1.0 LEGEND,DIAGRAMS&PART PLAN 362 Gifford Street A2.5 ENLARGED THIRD FLOOR UNIT PLANS FP1.1 FIRST FLOOR PLAN A3.0 LOWER LEVEL REFLECTED CEILIING PLAN FP1.2 SECOND FLOOR PLAN Falmouth,Massachusetts A3.1 FIRST FLOOR REFLECTED CEILING PLAN FP1.3 THIRD FLOOR PLAN 508-548-3564 A3.2 SECOND FLOOR REFLECTED CEILING PLAN A3.3 THIRD FLOOR REFLECTED CEILING PLAN 07-034 A4.0 EXTERIOR ELEVATIONS A4.1 EXTERIOR ELEVATIONS 03-11-08 ENVIRMENTAL CONSULTANTS A5.0 BUILDING SECTIONS °UM e. RFC GSB HORSLEY WITTEN GROUP,INC. A5.1 500 WALL SECTIONS A5.2 600 WALL SECTIONS awe c 90 Route 6A A5.3 WALL SECTIONS Sandwich,Massachusetts A6.0 STAIR PLAN DETAILS A6.1 STAIR PLAN DETAILS A 0 .508-833-6600A10.0 WINDOW&DOOR SCHEDULE LEGEND ZONING LOT COVERAGE NOTES: BASED ON AREA FOR PARCEL 122. 23 k LOT 1 (13.10t AC.) 1 UTILITY POLE EXISTING PROPOSED MAXIMUM ALOWARLE _GUY WIRE ANCHOR �— �t BUILDING 22.7X 27.3R 30X (HB DISTRICT) \ + 'gu• \App ' LIGHT POLE '� V OVERHEAD WIRES —//— BUILDING h rqp ; so* J x/M,9 CATCH BASIN ❑ PAVED SURFACES 51.4% 62.0% 50% (CP DISTRICT) _p>4 !v H LOT f .:� f� ��oe 1 DRAINAGE MANHOLE ® CPROPOSED OVERAGE NEW LOT 0AT10N 28.8% M r 1 20t ACRES ri•E L I - ,\ qn ' COR SEWER MANHOLE • H _ Aq-- '7 \\ O,Q/. ADAWAY ROAD SEWER LINE —5— CAPE COD COMMISSION LOT COVERAGE /SO.FT.): f �� °' L� O� 7z V rJ GAS LINE _c— ` ,r,, M U} J LOTS 24,443 'wy„ � ` ;}':• \\� �\ N/C/ GAS VALVE D4 93,980 "4 429 49J,980 c 2pr Fcu a AP ddG( O'A\ /� \ 4• WATER LINE —W_ i a 4i ' w'9 •wj. TOTAL LOT AREA 570.852 .+ ` •'(r 4� rFR HYDRANT ___ ____________ _____ ---__T _______________ WATER SERVICE (} = BUILDING 129.766 BUILD NG 155,967 _ u �I Ne WATER VALVE TENNIS COURT 6,671 TENNIS COURT 6,871 N - ® / / `\\\^ LOCUS MAP rn PARKING/DRIVES 176,671 PARKING/DRIVES 166.871 - "' a x r,i�.,: \ NOT TO SCALE EXISTING TREE +,A, W COURTYARD WALKS 7,194 g COURTYARD WALKS 7,194 EXISTING SPOT GRADE s�eo• j P/�R c� LINED coN1Ra \ TOTAL IMPERVIOUS 322,150 TOTAL IMPERVIOUS 353,366I '• / ____________ ______ _____1_____ ______ OGE CF PAYENENT EXISTING GRADE �— PROPOSED LOT COVERAGE PRIOR TO MITIGATION 61.9% ! \ O w EW SIGNS EXISTING LOT COVERAGE(SURVEY CALCULATION) 56.4% c' REMOVE EXISTING PAVEMENT / 1 � \ /A, 11.34f ACRES wAL HANDICAPPED PARKING i= EXSTING LOT COVERAGE(USED BY ARCHITECT) 59R + \ -'`✓ �wArzA coererx Vq Cy\ MITIGATION BY BIORETENTION RAIN GARDEN CONVERT EXISTING /-� \C• RANIER! n FOUNTAIN Ro. CS/DH DENOTES CONCRETE BOUND DRAINAGE CATCHBASINS \ WATER FouwiAN WITH DRILL HOLE PROVIDED MITIGATION 33.1R TO OVERFLOW SYSTEM DSRWNARAEGE /,, / (COBBLE uNTOi 94'n MHB/LP DENOTES MASS.HIGHWAY PROPOSED NEW LOT COVERAGE CORRELATION 26.8X �ie" BOUND WITH LEAD PLUG FFOORmADDITIONAL LOT COVERAGE INFORMATION SEE N O�, / /CURB C� P �,E� 'Pff�� / -�y�'• /q �\ �O\ PLAN TITLED: STORMWATER MANAGEMENT BY HORSLEY I W/FLUME„ ,' FAN9Ow�xwKR f �/ WITTEN GROUP,INC.DATED SEPTEMBER 2007. YAAa I / PARKING tiYt / AND DRIVE AREA.730-SF PROPOSED N7 CURB CUT Su900�W MI / W/FLUMEE J/ O rJ // CONTRACTOR SHALL LOCATE r`�rFn✓ \ \ / PROPOSED J % EXISTING BUILDING t)U LING CONDUIT AND EXTEND STRIPES '/ a V A / / r\ //�� TO NEW TRANSFORMER PAD. \,. APPROMIMATE LOCATION h / • / f OF UALIAES_rA pp� no>'A',, /� - / ¢m // O O� '�� WET TAP 47 �. ! Y• • _-7•.- ^ rwAvx•,w� AMBER / i4 V ¢'h 1 „A r� h RETAINING G 9RICN WALL PROPOSED BANK.- ESCONDUIT Fd� • �V+ y • / /'- / a \(SEE DETAIL G/ 8' VALVE / I CONGRETC Pn,:r R (tr -DU4G',`E4 �\f�i, c a• �F i�c O ��V• _f ,�� A, •: co, i oy/ INDOOR POOL .. miGue ie' wain"O 0 WATER CONNECTION NODETAIL T TO SCA_= Ai°7 lq 4�ef / :LLC MIC 0 a �. CONCRETE"'9 N j 1 / pp • (FAxC 0 t7: I1/ BEACH AREA MI-xs1 w�i.ebi 0i °WM g *�\ {P• \\J/ >r / (SAND) p�: aRl'a1J NWW)•S7.34 // M40TIi}57.22 I P�Cn Ar /"Wy�q,, 'dY F,yOf V. J) 1lb11.5! _ / •'f,/! 11 -T) ��s/.A. r 1�\ .�. IMIWIRI)•Y/O /7/8� _ /y •\ • sM �`r \�'�. i 'X Y PROPOSED RB CUT �%� c a,r, wsm1((-uINs s: rr XR}xe �y� `W/FLUME, Umrr49 W/FLUME / /A d � NA(WYr590S:, a 4q ^\ (5LTK . ;2 FDno ZOM DI EB )RICICTRT Cg2 - p E'N"UN onM'lE \\_ ,,,rar,,•�`„9 NOTICE 9 ( e>f•t•mP o,tn<( uni•G. d to n u to a m i TING GAS SEANCE c h• •Pen bl• m P ,•• LOPd Survyw F'MMS �'grA7m / R6WGN PARKING A/ , M,0MM7}NPn u CURB CUT eP TTi A AND DRIVE 8 rr Q 4�` III pwplk BHklal rw fY 9 P Y kRa SEE w oM« APPROIWATE LOCATION OF WAY AS SWWw 9 ] I I I j �I 9Y Y uP to 'Mlp.motaq! l&M C,oth, Ora ON tA2a COURT nw JT66B-A N80' I I �� ¢ i ()tm Plan,wrwin.tn•G•PP«1y.ar Hmm••A Moeroen / 4soo W I I I I I DRAINAGE /', 'PROPOSEDCURB UT ' DATE DESCRIPTSWALEION Prawn Checked I I c' \W/FLUME W MORETEIM MI CONVERT EX CB ' ' 1 =P, 0 pp�,,,__�� +( 4RFAs1D-sF R E V I S 1 0 N S TO BIORETENTION PROPOSED h wc0 \ - OVERFLOW CURB CUT I W T NOTES W/FLUME CONTRADTDR SHALL SITE PLAN REMOVE EXISTING PAVEMENT ABANDON EXISTING CB. OF PROPOSED REDEVELOPMENT SURFACE FLOW TO BE ""^' / •, -"-- . h '� w. PREPARED FOR 1. BUILDING NUMBER: 1225 REDIRECTED TO SIORETENTION / / V` l (•,,.'� PROPOSED INLET 2. ASSESSOR'S NUMBER:273-023 1 f CAPE COWER RESORT & S 3. ZONING DISTRICT: B, HB & GP / J30.18 I dI PROPOSED RECHARGE FOR #1225 IYANNOUGH RDA 4. FLOOD HAZARD ZONES: C o CHAMBERS SIZED roP OF cawRE,E eawO °gym O' I �'.,-�,_.y. "��. yP dI FOR 25-YR STORM IN SM OI Y4 5. BENCHMARK: AS SHOWN ELEVATION_67.40 I P"o[MT_� I I I ry� ' I' HYANNIS BARNSTABL 6. TOPOGRAPHIC INFORMATION BASED ON AN N D I TI PRapogD t ON THE GROUND INSTRUMENT SURVEY (SIT aF WORK _ tW/F Cut SCALE: 1"=40' DATE:FEB. 8 7. ON SHOWN ARE BASED ON THE NATIONAL _ (SILT FENCE) '-w- PRO sLD ¢ RAUL GAS SERVICE NOTE: E_# _ h01meS and mcgrath, in GEODETIC VERTICAL DATUM. THE LOCATION OF CAS SERVICE PIPES ARE AN APPROXIMATION PROPOSED REC�I Ar£-�__ GI RD1•RIYERA GRAPHIC SCALE o civil engineers and Ian surveyors N0. d684S b. REFERENCE: LAND COURT PLAN 31689-A AND ARE NOT GUARANTEED TO BE CORRECT. THE MAINS ALONG 321.65• CHAMBERS SIZED I 9 Yo PLAN BOOK 576, PAGE 40 THE STRET W THE EXISTENCE NOT O CA AND ARE STREET DO INTENDED TO 40 20 0 40 120 PROPOSED OVERFLOW TO N 8p•4g•0p.W FOR 25-YR STORM o }Q'M 362 gifford street 508 548-35 H E CIVIL SHOW PLAN BOOK 554, PAGE 31 GAS T RECHARGE CHAMBERS h falmouth ma. 02540 508 548-967 NOT REFLECT THE EXACT LOCATION OF THE MAIN IN THE (TYPICAL) BIORETENTION z PARCEL 122 y , 9. LOTS ARE LOCATED WITHIN THE GROUND WATER STREET. ORIGINAL RECORD DOCUMENTATION SHOULD BE UTILIZED AREA=930-51 0.--- ACRES n DRAWN: PJR, LAC I CHECKED: M , PROTECTION OVERLAY DISTRICT. FOR EXACT LOCATION. IN FM) I coon- 40 n. z „ JOB NO: 207118 jDWG. NO.:87-3-f015 SHEET uL 4 LEGEND LOT COVERAGE: e \ + BASED ON AREA FOR PARCEL 122,23 h LOT 1 (13.10* AC.) j 5�00 \ e UTILITY POLE rXIcTING MAXIMUM ALLOWABLE w S1\�515� \ 7p� "�` �\ /• ;ym GUY WIRE ANCHOR BUILDING 22.7% 30X (HO DISTRICT) LIGHT POLE \AppRpk� h OVERHEAD WIRES —//— BUILDING h 3 M CATCH BASIN ❑ PAVED SURFACES 51.47[ 507G (GP DISTRICT) ? N t LOT 1 taEo® \\ �,C 4 7 \OC DRAINAGE MANHOLE 6' NOTE: C '' 1.20t ACRES \\ q7)ppv ApAWAY ROAD R RE DEVELOPMENT LOT COVERAGE INFORMATION x -= �1e;.:• "�y1 O 1/� SEWER MANHOLE SEE SHEET 1 OF 4. , � 7?, SEWER LINE _e— p�� \4')3, GAS LINE _G— NOTE, y n \ ,• , • . N/C/p GAS VALVE D4 THE LOCATION OF GAS SERVICE PIPES AND COMPONENTS \a Aor t � EouNo N 4rt\ �'si q4 Loll t WATER LINE ARE AN APPROXIMATION AND ARE NOT GUARANTEED TO BE gr�/Q �4� gyp, _W CORRECT. THE MAINS ALONG THE STREET LAYOUT ARE NOT � ,r fl^ICH ��°•�''�� �A�R�/ ��\'� HYDRANT TO SCALE AND ARE INTENDED TO SHOW THE EXISTENCE OF ' r• - ��° N WATER SERVICE (y GAS MAIN ON THE STREET AND DO NOT REFLECT THE EXACT • / LOCATION OF THE MAIN IN THE STREET. ORIGINAL RECORD N - \ \\ \ LOCUS MAP WATER VALVE � DOCUMENTATION SHOULD BE UTILIZED FOR EXACT LOCATION. I ' " �. \ EXISTING TREE ° ® NOT 70 SCALE .�� 1 COBBLE LIRE CGNiRa \ EXISTING SPOT GRADE 08.0. ;I� $ i ® \ \�EucE or nrFu[Nr -/�S3j?B� N SICNSEXISTINC GRADE --�_ • C \ A 7"- t>1 \\\ / PARCELLR23 .f ,�L wAE TE /gL � HANDICAPPED PARKING L, I I \ \ j5 .w✓ PLANTER A e FOUNTAIN WATER CBox ONTROL 4' Cyw CB/DH DENOTES CONCRETE BOUND 1 \ \ \ \ i \ WATER rouNTAIN d / /�`r\\ M\ MATH DRILL HOLE V (W6BLE LINE' MHB/LP DENOTES MASS.HIGHWAY q�pR BOUND WITH LEAD PLUG TNAN50ONMER a \ Aty� •qY r d , N79 � 2 1 m 0 - ,' _ 0-!f / -`l EXISTING BUILDING 7 / \. APPROXIMATE LOCATION • / OF ELECTRIC CONDUITS 0 / m �.,•vaT� fib= ��x� .� / / All, BRIEN WAL \\,� i / i� • -66`�� \\ ns i; dy \ Y--TT et °> / m'""EA+.` / • G/ I �j CCNCAE'E—I: ' / /F,µ qf/ WMP6R:F J •� ?/ J A, INDOOR POOL nN9E ECIM[rRETA, .. ING � / p IAANSreVY WA CA, WALL ALA '41 N /� •�•bb' ;; 'yAT PTy1�.. /S�4o/CaiAry /l'. e / �'� P CR SdI�ETE \ tJ; 'P? eEACN ARE E; ��� .e 4 / /' NUF p UL.Na A t- �1sir A AI 'y ,� ` N4TLGF ® " �SIBICT �\ ., /er°,e'�" W T� Unlewa and until such V—R.the odginol(red)st°,ng of the CWND jpry 8_ I ,$ 68 '� , ,� 13 responsible Profs J-0 Engineer ar Profeselonoi Lond Surveyor IWCT RC-1 APPRO%,MATE LOCATION -ss in _ oppeure on Inle plan: OF EXI$11NG GAS SERVICE _ •; / i IG (A)no person or persons,Including any munlalpa or other public off Gale, y rMy upon th Information contained herein and this plan remoine the property of Halmee k McGrath Inc. Mi.,lo7DCCOIRT PLAN)6MA .� ( , I C l/ ' o� DATE DESCRIPTION raven hecke REVISIONS PLAN \� I OF EXISTING CONDITIONS ®aut °A o Wr_ RN �� _ i PREPARED FOR I` CAPE COMER RESORT & SPA a JJO.ts ' FOR #1225 IYANNOUGH ROAD I CERTIFY THAT THE BUILDING IS OP aP coNCRETE BouND $' a i Ei.EVAnoN_eT.Ao fv$ _ �' LOCATED IN FLOOD PLAIN ZONE C AS HYANNIS BARNSTABLE SHOWN ON FLOOD INSURANCE RAPE MAP COMMUNITY PANEL NO. 250001 DooS C _ PARCEL 122 SCALE: 1"=ao' DATE:FEB. 25, 2r1toY �7 VD THAT FLOOD PLAIN ZONE C IS NOT I CERTIFY THAT THE BUILDING IS 0.56t ACRES holmes and me rath, Inc. SPECIAL FLOOD HAZARD AREA. LOCATED ON THE LOT AS SHOWN. GRAPHIC SCALE g J21 / civil engineers and land surveyors 40 20 D ao 12o N 80'a5pp• 362 gifford street 508 548-3554(#NONE >?I3EET[it �/a O� /� W Falmouth Eno. 02540 508 548-9672 DATE gSTERED PROFESSIONAL DATE REGISTERED PROFESSIONAL (IN Fes) ^_ DRAWN: PJR, LAC CHECKED: MES LAND SURVEYOR LAND SURVEYOR t tpoh- E n ¢ JOB NO: 207118 DWG. NO.:87-1 '1 EET z of a RE INGAL 45' Tod SWING (SAIJD) q7� BRICK WALK f.• �FN 40,_� 66 BEND A > \ m SET / i s� ® e CB �y C7B 1 �1.\ ,•_�. �Y✓'• SMH7 (Q// ( "PROPOSED UTILITIES 6 FOUND l� y� .r 8yy55 ( CONDUIT BANK. RIM- �' 7 (SEE DETAIL) OUT)-57.22 —DUMPSTER CONCRETE PATIO C 6&9 ' •9 ?4 Cq INDOOR POOL a / ,� TIMBER �J I ) off ° ELECTRIC RETAINING 1 I Q I BZS 7HRESHIXO m` TRANSFORMER WALL \ 7HRESHIXO - EYE✓=6df �/. ® 1 O �. - (Sq�O� O(, y/ ° EMETERC 67 a c "' i �b a I CO OPS TE RT 6d 3 °ti>? E RM-67.53 ( RACK \� .y1 .23 INV(IN)-58 1-0 13 BE AREA q v .13 (SAND) O s a / �OSED N/F NFORME PAD / P & LL, INC. �\yS <::�'.`C�.. / x Q U : .. 7NRE9YIX0 �l vNATER`� 0 6Z5 ECEV=973 65 FOUNVIIJ 7 x ' ,.;' \ 4 M SMH p2 O w RIM-67.52 7HRESHIXO I\FA7y��,,'' 7 INV(IN)-58.90 / ELE✓=66 f ef8\ry• INV(OUT)-58.80 \ CF ��y,,_ � �7• 9 �0C}\R _ \ 2 \S\h mP s \ r�X �68 SMH r1 X � o/Nlj / eHT ;�,5 �'�r ✓r;l, 73 LSHED TO RIM=87.0t 6 J otiiN 7NRESi/GYp - BE REMOVED INV(OUT)-59.45 EZil 694 CUB CUT 6666 -' PROPOSED p / G 667 �� W/ FLUME ���- I LIMIT OF WORK (SILT FENCE) MANHOLE t°A(.F.O P, CL, CE I 11 `- SMH /4 67 EXISTING BEGREMOVED (/ 1 x2 RAONC l l _ i RIM-67.5t<OT INV(IN)�59.15 (TYPICAL OF 2) �n 22.5' 1 58 � r_� BEND INV(OUT)-59.05 6 Cs / AND DRIVEPARKING v�' b OHO I X ¢O \ APPROXIMATE LOCATION OF EXISTING GAS SERVICE I =U2 I p� PROPOSED FIRE }yam A I SWAIE L6 G' T PROPOSED ¢� BIDWIDIIpN/1 GRAPHIC SCALE PROPOSED CURB CUT < ' AREA-510-SF 20 t0 'W/ FLUME 3 x 0 20 60 PROPCUT ADDITION PROPOSED ' w/RECLINE POSED SA t t�N-rN rzo n LEGEND CONTRACTOR SHALL ABANDON 'I� = BEND o EXISTING CB. SURFACE FLOW TO BE REDIRECTED TO BIORETENTION UTILITY POLE '°r FOUND I `',�- ' H'S O 22.5' BE 1D ]F. x PROPOSm INLET GUY WIRE ANCHOR �.�`;"� \ BEND " � VVS D LIGHT POLE \ amu wcn tNO OeCE ari mei(roe .mmP or the 330.1 � - %'`-� Unlaee end \/ x reeponelble thi.pl onel EngFser,or Profaeelono Lond Surveyor OVERHEAD WIRES —//— ' - -,. v OPOSED RECHARGE eppe«e on tnn plan: CATCH BASIN 7 ; , t - �- /\ I� x puDlk BT1111e,may rry uP-the Inmr ti-m„n cl.e h ei,the, c 0.1 . ! CHAMBERS SIZED (A)no Peron a pe.on.,Inaudm en FOR 25-YR STORM (e)thle cmtomee nerem one DRAINAGE MANHOLE � _- pPn rameme the prapeny of Ndm.e t ucc.om,m ._ SEWER MANHOLE • BENCHMARK: g yam, X JI DATE DESCRIPTION raw hecked SEWER LINE _S_ n g' r°Aw,yE-Nr Cb(,�-IX•l ' /� /r�F� I R E V I S I 0 N S GAS LINE _ TOP OF CONCRETE BOUND N , cns VALVE pd ELEVATION = 67.40 I SITE PLAN WATER LINE —W— D D I I' OF PROPOSED REDEVELOPMENT HYDRANT Ix D � PREPARED FOR WATER SERVICE a UMIT OF WORK 1 CAPE COMER RESORT & SPJ& WATER VALVE m �_ (SILT FENCE) PROPOSED D FOR #1225 IYANNOUGH ROAD.,�>.�, .4.4., . EXISTING TREE - pN+2 PROPOSED OVERFLOW TO CU 8 CUT HYANNIS BARNSTABLE,`v --�'— EXISTING SPOT GRADE 68.0. AREA-930- RECHARGE CHAMBERS W/FLUME EXISTING GRADE —rr---- GAS SERNCE NOTE: PROPOSED RECHARGE SCALE: 1"=20' DATE:FEB. 25, 200✓3 .. =t THE LOCATION OF GAS SERVICE PIPES ARE AN APPROXIMATION 327.65' FORCHA25-YERS SIZED GINS FOR 25-YR STORM AND ARE NOT GUARANTEED TO BE CORRECT. THE MAINS ALONG N hOlmeS and mcQrath, Inc.l 80 45' d HANDICAPPED PARKING THE STREET LAYOUT ARE NOT 70 SCALE AND ARE INTENDED TO 00"W PROPOSED OVERFLOW TO 6` Civil engineers and Ian surveyors CB/DH DENOTES CONCRETE BOUND SHOW THE EXISTENCE OF GAS MAIN ON THE STREET AND DO RECHARGE CHAMBERS / ^° �° :X 362 gifford street 508 548-35641PHONE NOT REFLECT THE EXACT LOCATION OF THE MAIN IN THE rF� h / WITH DRILL HOLE STREET. ORIGINAL RECORD DOCUMENTATION SHOULD BE UTILIZED - PARCEL 122 n N fOImOUth InO. 02$40 508 548-9672 Axf% " NHB/LP DENOTES MASS.HIGHWAY FOR EXACT LOCATION. 0.58f ACRES I= DRAWN: PJR, LAC CHECKED: MBM BOUND NTH LEAD PLUG IE JOB NO- 207118 1 DWG. NO.:87-3-161) SHEET 3 OF a 1/4"Steel diamond plate(galvonlzed) with holes ae shown. The word ELECTRIC•to be stomped on cover. Sae note/3 NO nrPusnha ON a+oss EXCEPT WHERE ENDS ARE Gk`4a� PLUGGED. 30" 5' 15'i= ELEVATION—1,fR11CAL BENDS Is> "'�""�'�'� OR EA PROVED EQUAL LLER SUPER CENTURION 250 45" 45" 1. HYDRANT SET ON FLAT STONE HYDRANT OPEN LEFT. OR CONCRETE PAD. 7 1/2• 2. PROVIDE THRUST BLOCK .. AT HYDRANT. 15 28. 3. PLACE 4 CU.FT. OF PEA VALVE BOX PLAN—HORIZONTAL BEND PI AN — TEE PLAN — CROSS /� STONE AROUND HYDRANT DRAIN. /r—BUFFALO NO.56645 �25• 4. PIPE SHALL BE D.I. CLASS 52. OR APPROVED EQUAL ., C.I.PLuc 8 al GROUND HYDRANT DRAIN RING y�pOeT yEar,_ Parwa CEMERT � / SURFACE r I Iro caKan[. xu or reE caNanE(n'PJ 1"Chamfer edge aB nTtwc NOTES: �• 1 1/2•H�le GATE VALVE ALL VALVES GRAVEL AT LEAST 6" 1. CONCRETE SHALL BE 2000 PSI OPEN LEFT ABOVE HYDRANT GRAIN. SHORT FECE or PAE MINIMUM AT 28 DAYS. front only MUELLER ONLY 5'MIN. 2. THRUST AT SHALL BE PLACED �(4) 4" Holes in back TURN LEFT TO OPEN CONCRETE BACKING p _REdICER AGAINST UNDISTURBED EARTH. 7 1/2 (6) 4 1/2"Diameter ,,AGAINST UNDISTURBED PLAN—PI 1IG PAN — P I".❑ 3. ALL FITTINGS SHALL BE SUPPORTED 1 holes, front only MATERIAL. IN CONCRETE. JI\� /r Walla ;��, �� TMN I� all GENERAL NOTE: �! 8•D.I.C.L. 6"D.LC.L.PIPE rs� tm ANCHOR ALL 1/16, 1/8, 1/4 BENDS. WATER MAIN ANCHORAGE DETAILS 6"D.I.C.L.FIRE SERVICE ANCHOR ALL TEES WITH BRANCHES 5 1/4" 8" x 6"REDUCER to' s X LARGER THAN P. ALL FITTINGS PROVIDE 4 C.F. OF e s � NOT TO SCALE 22 1/2- MECHANICAL JOINTL BE 3/4"-1 STONE LAT SCREENED STONE t` � s a e EART CONCRETE AGAINST UNDISTURBED 7 1/2 CONCRETE PAD + ' X e e p e Notes: 1.Concrete to be 4000+y high early strength and vibrator compacted. HYDRANT CONNECTION 2.Top to be reinforced with/5 rod to support h-10 wheel load and to hove a trowelled finish NOT TO 5!;ALF 3.3/8"x 1 1/2"long full thread stainless at"penta head bolt with cup washer and 2"long cinch anchor(2 places). VALVE BOX 4.Cor to be hot dipped galvanized and permanently marked with minimum of 2•block letter.with the word"ELECTRIC• GROUND BUFFALO VE EQUAL .S"shown. SURFACE OR APPROVED EQUAL 5.Refer to drawing NE-2 for grounding detail.. CROSS COUNTRY PAVED STREETS GROUND VALVE BOX 6.Conduit openings to haw 4 bell ends flush with Inside wall. SURFACE BUFFALO VE 5564—S AWWA C-509 VALVE—M—J j OR APPROVED EQUAL RESILIENT SEATED EPDXY I} 4" LOAM AND SEED REFER TO DRIVEWAY SECTION _ COATED OPEN RIGHT. FOR PAVEMENT THICKNESS AWWA C-509 VALVE—ll -- MUELLER NO. A-2360 OR EQUAL. 5'MIN. EXISTING GROUND RESILIENT SEATED EPDXY TRANSFORMER (,PAD)FOUNDATION SURFACE COATED OPEN RIGHT. } PROPOSED 8•D.I.C.L. WATER SERVICE NOT TO SCALE MUELLER NO. A-2360 OR EQUAL. 5'MIN. 8"D.I.C.L. WATER MAIN ` PROPOSED 8"D.I.C.L. FIRE SERVICE WATER MAIN `�t\ a0 ORDINARY BORROW `4" GATE VALVE 'TAPE ING MUELLER ONLY \\ CONCRETE THRUST N GATE VALVE BLOCK (SEE DETAIL) 4"TAPPING SLEEVE 4 CE CO C SLAB (M2500 PI SrTO BE MUELLER ONLY MUELLER MODEL H-304 INSTALLED UND PAVED AREAS CONCRETE THRUST 'i 2-2" PVC SCH 40 BLOCK(SEE DETAIL) 6" TAPPING SLEEVE io ^` :� ':::= • CONDUITS (GRAY COLOR) MUELLER MODEL H-304 4" WATER SERVICE INSTALLATION ; E E NOTE: FOR FIRE SERVICEPROVIDE 6"TAPPING SLEEVE AND GALE VALVE PROPOSED BITUMINOUS CONCRETE SURFACE 1"SURFACE COURSE NTH BOX AT EXISTING WATER MAIN SCALE: N1S EXISTING PAVED SURFACE 2"BINDER COURSE N ~ s''`�,"•''rY. SAND BORROW SAWCUT AND TACK COAT 7 FIRE_ SERVICE AND GATE VALVE INSTALLATION LOT SPACERS 10 ?1; AS REQUIRED SCALE: TUTS 1-1 IZ ��`< CAPE COD BERM PROPOSED UTILITIES: REFER TO LAYOUT BASE MATERIAL _/� .r E — ELECTRIC SERVICE:.4;PVC SCH 40 FIRE SERVICE NOTE SHEET FOR LOCATION UNDISTURBED BASE 3" 4" 3" S — SPARE CONDUIT: 4" PVC SCH 40 CONTRACTOR TO COORDINATE INSTALLATION OF FIRE LINE WITH SPRINKLER ^ �• ` 18" CONTRACTOR, FIRE LINE MUST MEET CURRENT STANDARDS AS REFERENCED LOAM AND IN THE NATIONAL FIRE PROTECTION AGENCY(N.F.P. .) 1"FINISH COURSE A 8" COMPACTED GRAVEL BASE OR HYDRO—SEED PULVERIZE EXISTING PAVEMENT TO SAWCUT DETAIL A DEPTH OF 12 '1 UTILITY CORRIDOR TRENCH SECTION 2•BINDER COURSE SCALE: 1" - 1• NOT TO SCAIk 8"GRAVEL AT LOCATIONS SHOWN ON PLAN, CONTRACTOR SHALL FURNISH AND INSTALL SEWER MANHOLE CROSS COUNTRY PAVED STREETS COMPACrED SUBil INSERTS WITH VENT VALVE AND ONE HANDLE 30 —FRAME SET IN FULL BED OF MORTAR PAVING AND SUB—BASE BITUMINOUS BERM & PAVEMENT DETAIL DIA. BRICK&MORTAR FOR GRADE ADJUSTMENT 4" LOAM AS SHOWN ON PAVEMENT CROSS COUNTRY PAVED STREETS EXISTING GROUND SEED DETAIL NOT TO SCALE SURFACE 4"' " ENT 24•CONE 6" SAW CUT AND BUTT JOINT FERTIAND LIZE.SEED,UME, CE OVER 2"BINDER) SECTION4•L AMSAW CUT AND PROVIDE INFRARED SEAL WHERE PAVEMENT IS IN AN EXISTING EXISTING GROUND PAVED STREET. PIPE � V A SURFACE 8" 8"MIN.COMPACTED Unles.and unm auto tNOTasICE original(red)stamp of the ,2' STEEL REINFORCED POLYPROPYLENE BACKFILL TO BE j� \. GRAVEL; —p-al Profesaonol Englnew,w Profgslond Land Surveyor TYP. STEPS STAGGERED .10 FT. .10 f I COMPACTED IN 1' \ ovpean on thi.plan. MEETING ASTM D478&C497 LIFTS(MAX.). \� COMMON FILL MATERIAL, MAXIMUM (A)no parson or penane,mduam Ic re or other RISER SECTION PITCH ARIE PITCH j COMMON FILL MATERIAL, STONE SIZE 6". COMPACT IN 12" public ofrwid.,may re y upon q any man I the Information containw]heroin;antl HEIGHTS VARY 0 MI UNDISTURBED MAXIMUM STONE SIZE 6•. LIFTS WITH MECHANICAL TAMPER (8)this plan remains the property of Holmes&McGrath.Inc. 1' TO 4' 48"DIA. EARTH COMPACT IN 12"LIFTS WITH UNDER ALL PAVED AREAS. MECHANICAL TAMPER UNDER 4'—g• DATE DESCRIPTION Drawn hecked 5• .y : ALL PAVED AREAS. BACKFILL TO BE MIN. WARNING TAPE ? � PLACED AND COMPACTED COVER R E V I S I O N S IN 2'LIFTS SITE PLAN BRICK &MORTAR OR /� WARNING TAPE PRECAST CONCRETE CONIC. FORMED INVERT FORMED INVERT DETAIL SELECTED MATERIAL `0' OF CONSTRUCTION DETAILS MONOLITHIC THOROUGHLY // SECTIONS COMPACTED. PREPARED FOR ,' TO 5' �; SELECTED MATERIAL r ; 1'-D' CAPE COMER RESORT & SPA �� SEWER PIPE THOROUGHLY COMPACTED. FOR #1225 IYANNOUGH ROAD VERT FLOW' 6"OR 8" SUR-35 \.C;,\:�\\� �a\��-�//. IN FLOW FORMED A ININVB HYANNIS BARNSTABLE MA seeI— INNER DIAMETER 11' 4"DOMESTIC SERVICE/6"FIRE SERVICE SCALE: 17=40' gDATE:FEB. 25, D08 SET ON SOLID BASE PA MENT MD H civil holm es engineersand mc and and sour eyors C, WATER MAIN & SERVICE 362 gifford street 508 548-3564,(PHONE TYPICAL SECTION SEWER PIPE falmouth ma. 02540 508 548-9672 FAX TYPICAL SEWER MANHOLE TRENCH SECTION TRENCH SECTION /. NOT TO SCALE DRAWN: LAC CHECKED: MBM r. NOT "0 SCALE NOT TO SCALE JOB NO: 207118 DWG. NO.:87-3-161) SHEET 4 OF 4 I- 3' (MIN)--- I 4' PLRFORATED PVC UNDERDRAIN PIPE IN 8';'WASHED JJ ---er.-' (MA HIGHWAY M2.01.0 OR EQUIV.) CRUSHED STONE AS 4 _t 3' R�>£A ' DIA SOLID _ NEEDED. CONNECT TO INLET AT 0.5%SLOPE SCH 40 PVC PANDELLA TYPE MIN PIPE AND ELBOW SECURABLE CAP MIN BIORETENTION -T 3• BIORETENTION OVERFLOW INLET(TYP.) I / PLANTINGS IF L >UT f\ FILTER FABRIC (SEE PLANTING BIORETENTION SURFACE ITMP> 10' !_••Hill APPR VIED NATIVE BACKFILL MATERIAL PLAN) g'PoNDING 3• SHREDDED ( ) to a." T / / y;t• s�aytn M 3 H AWAY ROAD t DEPTH (MAX) O� HARDWOOD MULCH /� z 4' 1� �C .h c y VV \vv 0 /Y.j,� k x�,e,( ",,•+"° // / / / ) v FILTER FABRIC LOCUS . '' ! ,f 12� FURNISHED PLANTING SOIL 1c� of �®� 1 m BOTTOM OF PLANTING ,r SOIL g 6'SAND (M1.04.1) t 8 x�, ,/ �• BOTTOM OF SAND LOCUS MAP ••T` ` \ BOTTOM OF GRAVEL NOT TO SCALE PROPOSED l CURB CUT ,. t 1)T" .1,r.1�''j{n Lk ENOCAP / \APPROVED NATIVE U m / /1 DRAINAGE i<. •- IF L < 10' OUTLET PIPE GRAVEL BLANKET,AROUND BACKFILL MATERIAL 4 FILTER FABRIC LINDERORAIN PIPE (SEE ABOVE) t12 SCALE �' �-) MIRAFl 140N OR SLOPE (MAX 1:1) 7 n APPROVED EQUAL TYP BIORETENTION FACILITY DETAIL o / 4'PERFORATED PVC PIPE O 0.5X (MIN) NOT TO SCALE NOTE: CONTRACTOR RESPONSIBLE FOR SLOPE STABILIZATION CONVERT EXISTING DRAINAGE " AND CATCHBASINS TO OVERFLOW SYSTEM "°. `. .. „.. SAFEttBI��N n(N ATION BI()I(t:7't:NIION RAIN f:ARUFN 2 f �`'`•., ^.. I .. :'� / f �� \..��� � /�.. 17RAlNAC'E:ARFARA 1)F12.082 R DRACNAGL:AREA 49,(Y29. 1 � i> o o RAIN C:AR i o �rcgr�, qy :.5` URAINA(A-..ARCH 028ans DRAINAGC AI(FA 1.13 acnx 3 W i $ REALIGN ?i -°° % Z �` 1KI.AIMthTSCURM I n 'IRFAIMINT57URM 1 n 'z -;, PARKING '-� 3)%` / ��,o .�' N� \\�,./ / IRFATMENTSTORM 0.0939 TREATMENT STORM 0.0831 h DRIVE r _ ,,.r_a.-" 4r t " \ J °/.IMI'[RV10I.15 095 S'e %(MPE•XVIOUS 0,95% p s,5y WQV 956 i' WQV 3881 of <^ � I7170Tii M17XA IN:) 2009 DF3'TTi MEi1XA tINN) 2.01 N BIORETENTION #4 DA #4 •vi I .�� , K 2 Nduv K 2 R'd w AREA-7 0- 0.80-AC '` '�'�� (, \ `\ .. PONDTNG ImcaIT(2X IMF) 6in PONIXNG IIC](i1CF(2X la) 6iI PROPOSED CURB CUT / 'L;, si \ \� If(AVCC AIX)VP 0.25R 11(AV Ci A[TOVE) 0.?.SR Q' vj -'W/ FLUME `'' < �� iF f,LTER�TIMF 2days 7}(F II lTR 77ML-� 2da. r� Sl RiFACF AREA RL Q UIRI 213 t SURI ACE AREA!EE]EE R6.1 R /Z / r Sm:ZEAREAIROVIIIE3) SIO. N SURtACEAREAPROVI1x:D BIORE'r NTI N1 RAIN C:ARUt79 3 BIORt:TE:N77(lN{GAIN(:ARUt3N 4 W E*MNA(l-ARIA 41,983INA :1M(AINI AREA 34.668 it RAINAGL AREA 0.96 atrt5 DRAINAGEARFA 0.80-- •sr /-�- : ,� IRFAINIENT STORM 1 in TRFATMrNT STORM i /• f, - . _l ./�+' IRFATMINI'SIVIRM 0AM A TRFA7MENTSTORM O.CRLT 1 �1 r ^ \\\\ <7 \ %IMPERVIOUS 0.95 K)•'e %IMPMVUS 0.95% - � h " WQV 3324 Cf WQV 2745 er IxrT}T MI(UF) 2AX)1 DPPT}I MEDIA(IN) 2.00 1 K 21%dnv K -'R' W I•" "V r' ,'�. \ / '•` 3 -" PONDlN(i HMAl HF) b n PONTXNCi HFT(37I 6 n q ✓�`t ''�VJ C 2X 11 AVCi ABOVI: 0.7+R C11(AV(ABOVE) 0.251 (S� TT(i Il TER TTMl) 2d:rvs IT(I1111R'11M1L) 2dAs Q 3 / f "•a. f�Crf / \ F SURFACE AREA RTY)111RFD 719: t SURF AC'1-.AREA RI5Rt7) 610:R V `K SURFACE ARFAPROVH)ED 780. R SI JRFACF.AREA PROVIIN 73 3) 0x11 o \ T COVERAGE INFORMAI I ON NO. DFS(]tIPIIO1V VALCF. I UNIT CALC i f "" • t Taal La 570,852 SF (iAYI1 V Q A 2 Fxelx Cx 336,804 SF (nett "•r 1 d' / \1 Li"QQ+*.y 3 Pn -d C-raw 353,36G SF 0- H4a,•`xa,�r / 4 Fxiaa C'ov Pesaxau 59.00/. ~~� 5 11."-d C'.x Lw Pen p! 61.90/ -VI°'e c p ) O �41n�/ •` �•��`` / / / � � �• ! 6 LitiR'.LK Yl 16,562 SF Cm- en / i ^ 7 and Beneartittl Arco Her f rotR!I'mitful) 307 SF W'Q-i f Zr \�,+ `'/•� ! .... 8 Total Dumemwn Area Provikd 2,950 SF ScY Plan $ 9 Addinml Mk tun Bionyn[an Pmvided 2.643 SI S-Plan p : '`•'fa +`. ,/ ^y.., 10 DA Com i mn fix Atklimml WQ Bom Lion 14S.111x1 St. WQ Cole, I i Taal T'-tW t Tvawx;SurlI b BinvarYim 127.924 St Sox Plan v ge y A,yh �h�e .\�`'a.. P`�,,� `'✓ �, e1r R,-p 12 Aa ruuol U md Inpmv.Suk,e Now Treated 1I1362 SF =11-6 ,is V y 13 lrtprrvi>ux Mi4mtun Al-Rcyurod 33.I% PROPOSED x g m CURB CUT \, t / L4 RevieeJ(bveraBe CntrelRtioR(59.0%-33.1%) 25.9% 4-13 a V�m W/ FLUME -. BIORETENTION #3 AREA=700-SF <.., PROPOSED �'fi'� ALL BIORETENTION AREAS ARE SIZED TO MEET OR EXCEED THE WATER QUALITY ?/ ���'• �\ CURB CUT {'� STORM (FIRST FLUSH). THIS OBJECTIVE INVOLVES THE TREATMENT OF THE FIRST DA#3 C W FLUME INCH OF RAINFALL, WHICH CONTAINS THE HIGHEST CONCENTRATION OF U 0.96-AC `�``•, / l / / POLLUTANTS. n PROPOSED BIORETENTION AREA 1k2, WHICH WILL TREAT THE PROPOSED NEW IMPERVIOUS CONVERT IX CB jj U CURB CUT J/- SURFACES'MLL BE EQUIPPED WITH OVERFLOW RECHARGE BASINS, WHICH WILL DE TO BIORETENTION I r� Q OVERFLOW REALIGN � ��., i"" �. - SIZED TO CONTAIN AND INFILTRATE STORMS UP TO THE 25-YEAR, 24-HOUR RAIN = 24.0/('PARKING / % •�`$� 1 DA #1 EVENT, IN ACCORDANCE WITH THE CAPE COD COMMISSION'S REGIONAL POLICY I k DRIVES' 71; PLAN WHILE EXCEEDING THE 20-YEAR DESIGN CRITERIA OF THE TOWN OF DRAINAGE 0.28-AC BARNSTABLE. STORMS GREATER THAN THE 25-YEAR EVENT WILL BE PASSED S SCALE PROPOSED SAFELY TO EXISTING OUTFALL AREAS. INLET a PROPOSED -�`\V�7Y�.�I J PROPOSED BIORETENTION #1 EXISTING PLAN PROVIDED BY: 3s PROPOSED ABANDONE \� B CUT AREA-510-SF w/ FLUME W/FLUME holmes and mcgrath, inc. >. CURB CUT EX CB h I W/ FLUME SURFACE FLOW DA #2 )� civil engineers and land surveyors u # ro TO BIORETENT10N 1 13-AC fol uth,d street 508) 548-9672 PH) o N N fDlmouth, ma. 02540�508) 548-9672 �F) A JS PROPOSED PLAN PROVIDED BY: Rem: PROPOSED RECHARGE 1. BUILDING NUMBER: 1225 PROPOSED RECHARGE RESCOM Architectural,Inc. CHAMBERS SIZED CHAMBERS SIZED 2. ASSESSOR'S NUMBER: 273-023 C D FOR 25-YR STORM PROPOSED OR 25-YR STORM 3. ZONING DISTRICT: B, HB & GP 118 Waterhouse Road n 00® CURB CUT 4. FLOOD HAZARD ZONES: C Bourne,MA02532 D W F UME 5. BENCHMARK: AS SHOWN 508.759.9828 PROPOSE OVER BE PROPOSED 6. TOPOGRAPHIC INFORMATION BASED ON AN vMwMv.RESCOMarch.com rES7PTr LOC. ON THE GROUND INSTRUMENT SURVEY N BIORETENBON #2 - 7. ELEVATIONS SHOWN ARE BASED ON THE NATIONAL GRAPHIC SCALE o AREA-930-SF GEODETIC VERTICAL DATUM. 8. REFERENCE: LAND COURT PLAN 31689-A 40 20 0 40 120 7110 PLAN BOOK 576, PAGE 40 o PLAN BOOK 554, PAGE 31 srkn"„mee� E 9. LOTS ARE LOCATED WITHIN THE GROUND WATER I IN rear) PROTECTION OVERLAY DISTRICT. I mon- 4o ft. I Of I N t0 RES0 1 Architectural, inc.. a.Ron.rr.m or YAsswx.sTn srATE ealnwc cmc caroRvc*R a wss.cr«,gns nrt euanwc cmc i (>eo an,s2ml Euron7 (>m on,sarH Eunon7 0."157 Yonwro1r eEA(N,YA ozss] usE mnur aAalcal0re R[SIeRYL R-, uE maf nA�r mre Rctannz.�R-, ��e r•mmwg Rwo.RaRac.wA oasJx FUTURE SPA BUILDING FUTURE SPA BUILDING - - T1PE°`OamwRaax sw mPeuslelc PROIEcim nvE n rnrarnlcllox '°ooreusllma IRrROImIm Residential&Commercial rsc swPresvw srnESI,M Aunswnc rnE wPPRE.}son F>aE suPa¢xson sxmr.M Aulwnnc rnE suR>AEssaE srno.ssuu a PAaYom nmax art ru auanncs a+ rrnol wu ec mwlom>w+aumart ru sauna a+ Architecture 1 \-Z-_1_1 f_STAR IL-1 tf II saeP0uyA0sj luz6flsrur cly anpunp RuclK fsAe,6T lrampSPrsal<a e rrRA AaeaEt-IcE,D.s 0.1) ]sore ArU w fFET: teeEle<01roo1n f1,91srRu 0lw obaurp rNul,rsaArsro nmsowrs an sw y(T¢AeRu-F®I. s o]) 1 sa+r Ago b iEET: PI—(50a)75-0 2a F.(5a)]SG-M MA ONTACTPFamamRr 9OPVA 2S\ DAC MUM 2 P 2 HOUR STAIR 1 -0 SEARATI SEPARATION 24'ONA I Al1H M APPEroOm ISIIOWIIC SPmngFA eYarFlr HEAY(T RtIH M APPIIJVFD AUrOEMTIa SPWwaEA Sril4r HE1a1F I FTJTURE SPA I \ I cw eE nacAsm I Bran Mo xo rm cw eE IIEClrASET I sroRr An0 2a rtn NIMAG101 12 HOUR Fl1fURE UWFS \ 12 HOUfl AO]US1FD IEIa?Wlf lldl a sORY.WO e0 fEEi bJuelED IR10Rf tAYfAnOn ]5'IORY NO!s fEEi I SEPARAD H \ 1 SEPARAMN -- - - MEA Yourx nuns Nei Moonlanons EAST COAST I IH-1_f-�`l\ ,�m�mn.aPRo.sEunm rAJroIOx TmIC,2>oposNRa P£vn s nrsn Esr AEEA cw 9w.mu Mr A Pr PROVm Au1aYaIL SPItlYQLrt eremr A2 G u COMMERCIAL CONSTR UCT10N IL --'1 SAR J IMUM STAR s ��- w —AA—e f3T aTe L DAGONAL YASSAalU5eT1S 150-0, ArnAEE auanE+c HEIaIE,]sram,ss sEEr Ki,ASE ERiIAR:HOmrt�]shin.ss rtsT Ryan.(sae)4n-woo -� ACRML MDv4 MFA AC11ML aWDen MCA Pa.(00e)a22-ee0o I ( 11,)e0 a arer RnM-,T.lb n< 600-B 600-8 xnmaeDps ooR 11m.9i'E n.Ro RaOR ,]al]ssg _ _ _ __ BUILDING BUILDING rso¢ssrN«E AATr«s cP smuauRAL F1m.rs Rlaa rse:MEAs aoo-A"°eo0-e usn rHEA v.eoo Faw ExrERla+wu:w.aeEAA.N I noun ff 2 TIRE RVUS NO PARfY EUlls 2 NOws MA%IMUM 2.1 1WtLS: N�w "n�°"' CAPE CODDER RESORT _ DAGONAL s2nAAATpn Asmrm�I Han 2 Frs nrus Ano P�wuu x Hans 81 SPA 184'-°• !r1¢PAMRpnS:Em caeeoaR 101I.,/]MOw. ]FIAE eEPIMTl011'. 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WUNG TYPE,SEE FINISH SCHEDULES WUNG IIAIMEII P.Q 60X 1ST YOANENT EAW,YA OL'f0.1 Ile rATDNOUY N.eoINrIE,MA Vl]]1 CUUNG HEXMT.ABOVE FINISHEO FLOOR Redden ticl&Commercial ❑I 2'Y V RECESSED FLUORESWR UQW fl FMRE,(RECESSED TROFFE13S Architecture --- --- ----- -- - - PMABOUC LENS) I - PNaM(SO•)779-/11711 F.(309)739-YlBT C= O i FLUORESCENT SOOP LXM WRAC(/F w go=Xwow VAPOR TKiIT FLUORESCENT FIXTURE EuERGES CONNECTEDTO OB MCM SEE ELE f�OR—NNGS.aRCUD. 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WI1HG TYPE.SEE FINISH SQIEDULES P 0.BOX 157 MpA•ENT—H.MA C35e1 ct e'-0' WUNc YAnIFn tte wTB•HeueE RDAo.eouRME,w In..+ WUNC HEIGR,PROW FINISHED FLOOR Residential&Commercial 2'X 2'RECESSED FLUORESCENT UCNT Architecture FIXTURE.(RECESSED TROFFERS------_ M1111 - --- PARABOUC LENS) RM•(Doe)7110-SM F.(305)rw-= FLUORESCENT slaw ucarr o.rperAoo•F a•eaerseDnew I • • 0 VAPOR TIGHT FLUORESCENT FIXTURE • I _ 0•IelCla _ --.- • • • El EYERGENCY//CCONSTw-OH aRCUIT. • • SEE EtEcrRIF�E DRAMINCS. 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M14 TYPE,SEE FINISH Sa CDUUES Cl •'-C CEILING PARKER iHe.BO%InxHaLlx I—T�MA 1 CEILING HEIGHT,ABOVE FINISHED FLOOR Realden t7o1&Commercial V%2'RECESSED FLUORESCENT LIaR R)(TURE,(RECESSED TROFFERS wTH Architecture PARABOLIC LENS) RM(SM 77Y-M7! fY(3"779-1�D2 I I I i FLUORESCENT STRIP LICM I I 0 VAPOR TIGHT FLUORESCENT R%R1RE - - I 1 00K M ENERGENCY//CCONSTNNT-ON aRCJ9. sEE E1ECiRN'A4-DTNYATO NGS EAST COAST I I COMMERCIAL CONSTRUCTION 1 RECESSED WALL MASHER ]••-G•6i—TER STREET MST HATER,YASSAGVU5ETT5 SCONCE LIG HT rl,m1 )4 an-eRaa I I DECORATIVE MNL GHT FIXTUREFa.(Sm) ST-e•Do -• • I I I 0 DECORATIVE RECESSED DOVRE UCM FlXIUfrE • • I I � SPRINIQER HFAO CAPE CODDER RESORT I 8 SPA I I PAOOIE fAN I i 72251VANNOUGH ROAD I HVANNIS,MASSACHUSETTS I I I I I ® cauNc IEOONTm PRaEcrOFR -- _— E___j PHASE 1 HOTEL UNITS I I S—U SUPPLY gFN I I SEE NECK DRAWINGS L________- - • ® NPMIBB L -- • • • • fHVAG EANUST OR RETURN NR GRIl1E • • ® EANUST FAN • PULL STATNYH > wrnrvuAAuamnc»r ICI.Y� EMERGENC!STROBE LIGHT Inu EMERGENCY HORN/STROBE LIGHT .-... juDgq� DIEM LUM.M/�Y /STROBE ,[C ! 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P.O.KX 157 YOM1YelT BEAM,YA OYSDS V$YAIFINWY ROM,B0.N1YE.YA 02= Residential&'Commercial Architecture Fla.(5W)759-9828 Emm(WII)759-NM 101TA6i MOW GWGWY.SM" - -- _- - — '--- '-- --- EAST COAST COMMERCIAL CONSTRUCTION a5a-c EST m�Tw s1En ESi BIWOEMAiEA YAEAOIU4fi5 PBow(SOB)AZI-SAW - CAPE CODDER RESORT III &SPA 1225 WANNOUGH ROAD HYANNIS,MASSACHUSETTS �1REAR ELEVATION - CONNECTOR �p1REAR ELEVATION - 500 UNITS �91REAR ELEVATION - 800 UNITS1•-0' Ao.o �/32•- 1 A PHASE 1 HOTEL UNITS I mnalr S/qp rF0 :�748 Z @�RIOHT SIDE ELEVATION - CONNECTOR ��RIGHT SIDE ELEVATION-500 Ao.o 5132-_I-0• Ao.o F2•_I•-0- ISSUED FOR PERMIT wwwt -- EXTERIOR ELEVATIONS REVISIONS IMP 0Mpuma 0001TA 07-034 03-11-08 RFC ' GS8 ws r�l A4 . 1 RESCOM Architectural, Inc. P 0.wx 151 YMlAQ1T—M,1111 lie r•Tw�wx ao•o,eawic Yn NEW r——————— IF-————- Residential&'Comm erclol 1 I 1 1 I II I I I Architecture I 1 A5.2 I A5.1 CaV W POWN Zasaler`S 00AM ilOQ I I I I I I I I I I 714 meeaa5 1 I E!i iO�MIFIt YASS�p1UlETIS I I As.z I I A5.2 I I I I As., I I As., I Pu(-)a t-moo - - - -— 1 I 1 I I I 1 I I I I 1 1 CAPE CODDER RESORT — — — — — — — -- &SPA 1 I I I I 1 1 I I I 1 1 1225 IYANNOUGH ROAD L______J L___ J L____J L__ ____ HYANNIS,MASSACHUSETiS J L___J �1 BUILDING SECTION A PHASE 1 HOTEL UNITS 3/32' = 1'-0- aarnprt �iqo"rFo to As.3 vU=7 _ ISSUED FOR PERMIT C BUILDING SECTION C ( B)BUILDING SECTION B A5.0 3/32• _ 1'-0• As.o 3/32" _ V-D- BUILDING SECTIONS REVISIONS w ax more 1 I 1 I , 1 A5a 1 I 1 I 1 I I 1 I 1 1 1 1 1 I I 07-034 03-11-08 I 1 RFC °" GS8 (2i:)BUILDING SECTION E �01 BUILDING SECTION D A5.0 3/32• - 1'-0" A5.0 .3/32' - V-0. A5 . 0 RESCOM Architectural, Inc. 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Ru..(50e)an-e4ro 2.4 CEILING J06T O le'O.C. Fa.(sae)4Z)-eeoD _ SEE STRUCTURAL M TRUSSES « 3-9' n) (z)T.e TOP PUTS - N AUAN DRIP EDGE Room Al1MONY GUTTER q p e�EHOED SOFFIT CAPE CODDER RESORT MIN RECESSED ODeR L2eR -� TIRE PRmwrK)w 9'R-30 BATT TION./ 1� v v &SPA 71HAY WRIER VAPOR 12231YANNOUGH ROAD AC TlE (3)2.HEADERHOEA HYANNIS,MASSACHUSETTS MOOD TRUSSES SEE 3/B"GrB an t. STRAPPING e STRUCTURAL DRAWINGS ID"O.G (2)2.e TOP PLATE 1/2"ExfFR101t KYWOOD SIRFATIMG 2.e STUDS o Is-o.c../ TMVEK MOUSE w PHASE 1 HOTEL UNITS (1)LAYER 5/8'TYOPE^R- 2.e sruos a le'O.C. Y,.0 SHING ES Orb(1-H") 5-1/2'R-19/BATT - �S 5-1/2'R-19 GATT INSULATION FOLYEROtENf VAPOR ✓L -. -.-- BANDER � O�aOR •I an o..x.w.er masnev na UNDERAYYENT AS VINYL RALL k TALLJ61Fli ;:7. ♦B.Sqq 9'R-30 BATT NSIAATMN IYL REDUNRED SYSTEM 0 0 POLYETHYLENE 1.NOSNG./ALURMIY WOOD TRUssESVSEE T�9URD!FYIRID 3/4'AOJAMTEnI SLBFLDORIEXTERIOR Y 'u CM FlA41NC SIRIICNMI DR19FM05 TRO Cl1A:D k NARID - -. - ICE!MTFR SNEl) 11 THIRD FLOOR _ - �•ALLiTDEs - - -____ _ - _- D 1 - -- - - - - -- - S EL.IRD FLOOR ;.' 1.0))ENE 2 EL 87.88 I 88 ADVN MI art `l.e FASCIA./1.4 TRY l.e iASCN./1N TRY SU eR IA SVOOfH P _� •� 11000 SEE IWmPIAN(SNDOM PANEL ORAL.11145 -1.e TRY BUOCMNG77 1z�Y EA L4 f1JRap a R-1S MAT }1//22 R-19 BAR 5-1//2 FLASHVsG 'R-19 BAIT ALLWY CM�� NSI)IATON 11AkAT10N 214 FIRNM a 1e'O.C. Is'O.C. INNRANON VENTNO SOLAR J Kamm tb m TR■tt1aO m 1. KNEE—AS REOIARED COMCI[EE PIIOIFICIIOr SEE SIRULITAAL DRAI.MOS - sw AGINeF TItE Exlsr9Hc caFecY+FrE sue - R� CtEe SOFTTf SIGH SIK ISSUED FOR PERMIT DaSTNO E(IERW'WALL EOSIYG EXIENOR MALL k SIEATIMIG k SHEATHING RE.OVE EOSTNC yCONG REHOE EOSTING MM 500 WALL DO"TO SHEATNG DO"TO SHEATHNQ HOUSE WRAP TY�HOUSE WRAPE>�COLOR.ALL3 Tr"HOUSE W.C.SHPXR S li M.0 w-GUEs 23 ow ow./ EXKIMG CONCRETE SECOND D`w CAP FLOOR AUA"'""'AS1e1° ___-- -- �Auk9RLYnAvea �psEc)ONo F7ooR REVISIONS emmm 9 ld TRY NXN./ •� IT9 TAR elolRrlaR OOSTNC DECKS - - -- --- - EJ05191C DECKS DOSTNG CONCRETE SLAB FEE PROECIpN ETOSTING CONCRETE sLAB TAN AC TILE IT 4wB SOFFIT EACH SIDE - EXISTING ^^FIRST CONCRETE FLOOR slows Sroov4 OOFFCw[7[ FIRST FLOOR DEL 88.4 4 EXISTNG EOSTNG CONCETE STAB CAW OF W CONCRETE sLAe 07-034 03-11-08 RFC GSB arc rr 0 00 WALL SECTION 2 500 WALL SECTION 1 500 WALL SECTION A5 . 1 RESCOM Architectural, Inc. P.o.IKA 157 NOAYDFT EFACA NA tnJel ASPH Ll SI IUCS-11,BULDING FELT n."'TOe10U9E ROAD.""m■ vaT2 1/2•D(TERIOA PLYrOOD ROOF SHEATHING ALEAeAY CAP FLASHING Residential&'Commercial AUAmNLY DRIP EDGE io TR./ (z)2.A Tor HATE Architecture 1.e RARE./1.4 RAKE Z'Al11FLNllY ASPHALT SHINGLES on 15/BUILDING FELT Ma■(JGB)750-/67D Fa(00e)750-0802 TRY m 2.BLOCKING SOFM LENT 2.4 BRACE a 32'o.C. I• PO BAIT ENE VAPOR ./ W(pCF F ERAIN EIETEIPT SRBLMAM M.C.SIMfl.ES - F BARRIERTERMEFE VMdF 12 �A - 1YVEK HOUSE N+M-- - f3WY ROOF EDPN FLASHING� _.. . e•R-W WT IN RATION r/ 2.e SUDS a le' EOPN FLASHING PT CAN AUELwtr ROO DRrw a SCUPPER zNmAta ,/z'EL1ENe0R PL11IOo0 1M1LL --- _ -a>.� 3•RIGID INSULATION SLOPE (2)2Le PT PT _ SHEATHING SHEATIeE _ a _CANT TO -----__OS - _ '� EXTERIOR PLYWOOD EAST COAST 2.6 STUDS a te'D.C. ' A1RL Pr ---------- --- COMMERCIAL CONSTRUCTION .P.BARI■Ot ATERs a te'D.C.O.c. WEST—TER sTHEET UEsr■IRIDxwAm NAssAOAlsrls 1b v GROPE PINE --- +- -1.e v GROOVE 2.e CEILING JOIST o te-D.C. (2YE.e TOP PLATE F (soe)♦22-Teal SEE SIRIIGnIRAL J'-3. AL MINUN URN'EDGE ---. �eiR4 Al1AMY n'm� R7 rn1yy CAPE COMER RESORT VINYL` `�'�R SF SPA V• -3O BATT THon./ �1.PINE sLUeLOLUEo Mow TRUSSES uFL Pa VAPOR LL RECEssm OOIMR lTGE1T SEE STRUCTURAL BARHIER (3)a Aft 1225 IYISN M UG ROAD USETTS FIRE PFETECf1oN AC 1LE J/e•Cm on t STRAPPING O 3 t o a RAIN 1e•O.c. (2)Z.e TOP PUTS 1/2"E%1E1IDIt PLYWOOD SHEATHING TwEN HOUSE WRAP 2.e STUDS a te•O.C../ 2.e SLUTS o 1e•O.C. rC SHINGLES PHASE 1 HOTEL UNITS (1)LATER s/e•TROPE x 5-1/2-R-1I BATT GMB(I-HOUR) ISTLwTEN./eHL PARRIE/riFNE prat 3-1/2•R-tI BA7T INSULATION BARRIER S 071�IT I anwwrwL..-w�.00n. VNI'L ILNL l BVWSIER SrsmF REpD ARC, I•R-3o GATT NSUAl10N./N1� y-1/2-R-19 MTT INSULATION EDPY ' B. POLYETHYLENE VAPOR BVtleFA 3/� Aww Eo SueF mR �rueF Y A�Q �•� ilA ALUMNA WOOD TRUSSES DRAWINGS- T�CUIfD e!NI SU _ T. GLUED!FMIID_ __ T 1 NRD MOCK yyy - ��- 8Ui1RNE, 1.e FASCIA./1.4 TM - _— ORES Id ileElA r/III liPANEL st NAROIPI.TIL(SNDofH PANEL—� llODO 7sISBLS SFE—F �_IIN.MR�NR BLOCKING/ d/f/ ALUMINUM CAP FLASHING " 14 TRY.SOCKING./ ALILIIUIN CAP FLAW" VENT SOFM 1HEA�VINR /Z�IO BRT t m 1 sDfXING 17,��SOFiR R-19 M7T SALA 1.e o1,1.1ioaOFc 96UATM FINE INIOIBCIIOM AWE TEE E14ST1NG Mow TRUSSES Lew R-19 B s/e Gre SOFFO EACH SEE— DnTiNo 3/e•TYPE x IqF TYPE x O■ EXtSTING 2.e STUD BEARING GM('HOUR) YP HOUR) IPA L 'I ISSUED FOR PERMIT ' aRA■Ic TIME EXISTING EXTERIOR MALL I!TIeIING ET(1FNOOIt eRILx e SHEATHING vErm+ 600 WALL REND EXISTING SIDINGEXISTING 2!STUD BEARING DO-To SH EwTTeic MAUL aA FLIRRIEG a 1 e'a c. SECTIONS ,EK HOUSE WRAP EXISTING CORRIDOR WALLS Tr,"HOUSE.RAP M.C.SHINGLES r.c.SHINGLES EIOSIM/G tnNpaTE FLOOR / BROSOO On DRIP CAP -- -- 8RDSCo On DRIP CAP. AUYNY FLASHVC ----- --. AULe«w nAv.tc —� fSECOND FLOOR REVISIONS E ISMG DECKS-/ — —- ���� ^No TAR oELGveoN b RM.A z EMSTING DECKS — EXISTING CONCRETE SLAB EXISTING CONCRETE SLAB IA I'lIO1EF.'IgN KERN AC,LE J GM SDFM EACH SIDE °05W CONCRETE smops FlRST FLOOR COSTING CONCRETE SLAB EXISTING CONCRETE SLM G 1E AA. 07-034 03-11-08 RFC GSe 600 WALL SECTION 4 600 WALL SECTION A5 .2 6 3/1•-V-0• 5 3/4•—V—O 3/e•-1'-0' RESCOM Architectural, Inc. P.O.WX 137 NOMAIHT EA01,MA 025SJ -YATFT0IIXISE ROAD,eOUNIE.YA P15a2 RODE VENT Residen tlal&Commercial 2..12 RROGE ASPHALT SHINGLES o 15J BUHDING FELT Architecture t/z'E%IEIDOR PLVLOOD S£Al1MG FNel1(00!)77e-0= Fa(MB)739-M �7 2.10 RAFTERS e 1!'o.c. EDPY ROOF -RIDGE VENT - - EOPY RASINNC J•RRCD RNSHRwtTaN SNIPE 0WIRACRIN ASRMLT SIXTIES aR 15/eUIDWD FELT TO ROOF DRAINS EAST COAST 1/2•(METEOR PLYR000 SHEATHING COMMERCIAL CONSTRUCTION 12 �7 ROOF TRUSS a 24'O.0 IESf aINDTAAIFIl YASSAOu£rT9 P VENTILATION BWrLES 14 Y GROOVEPINE FIE (2)I.e TOP PLATE ETIRICTIRN. Fm(Sae)4zr-eeoa ALLELVIW 02P EDGE pow - A.DNEAI GUTTER n I I CAPE CODDER RESORT VENTING FT ING SO r R-w IIIATT IauAmR &SPA �K 1.4 oa 1.IRDa(NG i�vaTT�RarETllnnE MILLER e'R-30 BATT INSULAT101N./ 1/2-EITE)WR PLYM000 12251YANNOUGH ROAD 4NII POLYET YLENE VAPOR SHEATHING HYANNIS,MASSACHUSETTS BARRIER TWEN HDUSE IRIAP (2)2.e TOP PLATE �--WC.SHIN(M 2.e mw a is.o.c. PHASE 1 HOTEL UNITS 5-1/2•R-IV BATT ING"TION ./4YI PoLTETw ENE VAPOR BARRIER DO•M0R ASREOLARED 3/4•ADVMTECH RIBRDOR UNDERA17mn AS ''E`, B.S1,q 1.NOSNG./Al1ARM1Y TLC GLUED a NVFD REOUIRED O 0 THIRD FLOOR 0 TL4 GLUED& a. 88.15 il THIRD FLOORMMM.7. No. _X7n0'-FO Z EL 87.88 ti E VV .7 d 11e FASCN./I. TREY Dowma 3-1/2 le MiT IVRORNI(SYOOIH PANEL S, I-n1 II (I F_A.AITRIWY mCAP FLASHING FIRE PROTECUON MAW AO,ILE�' Exisr.c 1N70D 7Rumcs 1>-1 R-1Y M1r qE_. ISSUED FOR PERMIT wrs ILE SECOND FLOOR �EL 77.07 WALL SECTIONS n FIRE PROTuTnON REVISIONS Have SOFM E#CH SIDE SECOND FLOOR Ro IYx IIIRe►IOR EL 77.73 cnNa¢Te slAe SEE SIRUCTJR L DRAVRNGS FIRST FLOOR EL 68A CONCRETE FOOTING L tIW1 SEE SIFMCIIRIAL DRAWINGS 07-034 l WALL SECTION 1 7 f 3/.•_,•-0• 03-11-08 1L seen RFC GS8 OINK IIIIIB -. L _J 8 WALL SECTION A5 . 3 3/4•-r-0- RESCOM 0 1e'D.C. Architectural, Inc. r-e zo'-0 N. _ t S•_°• P. eoM u Ye]YfR�Erlr e[n01. a1Rl] 11e w.Twlo.�sE Pwo.eamc��mau e-sT• e'-r !'-z' '�'• Residential&Comm erclal z.PVTaac o le'o.c. Architecture }o] 2'-0 t-D Pl,ae(°Oh 71Y-9li! IN(7°°)77Y-M I ,•-0• •� �,N CeIdCl IBW71 e[i01f 91o3d1/ !2'IIIGII b e• i e 11 z z'e'au o °eIn cn a 42'Hcll e n Iw E cw / ]01 EAST COAST oo1I+N _ 1.-0• COMMERCIAL CONSTRUCTION I'7o -o ]eFG 1(ei CFNIFA e,fEET is 1E3T ePu¢,u�m,Il,awusns Pa.(eoe)u]�em 751-,/N PIPE —T51-1/N PIPE Ree PARED RME PANTED \STAIR 1 POW�._!. \THIRD FLOOR PLAN 1 r-{• .0 1/4•-r-0' CAPE CODDER RESORT e• r-4• &SPA STAIR 2 �Ol THIRD FLOOR PLAN 12251YANNOUGH ROAD I,AC.0 1/4•-V-0• HYANNIS,MASSACHUSETTS ?•flRUe1IC Y-e• 20'-0• a 1e o.c PHASE 1 HOTEL UNITS N., 0 e-1—G o.c. 'C tvroR 'D.c. 2w •k. 2'-0 Y 1'-0' r' ooml i UP D e' 2_ e' a 11 2 6u arter.uc....a0.waro UP 2'- 201 j B.S11 O�(C^� Q ` C 9748 w Qnj 0Z 751-1/N PIPE Wl wwrTn °�. z 1 eA PANTED STAIR 1 .1PNE. Y-4• rOl SECOND FLOOR PLAN -p' lV AD,D 1/4•-V-0' kM sJ e' 1'-4• STAIR 2 rO-1\SECOND FLOOR PLAN a R)mva e 111'o.c. 4 e-y a-r 4'-2 'H 'A 7 7' °•-]' ° 7%' ISSUED FOR PERMIT a.nMauc e 1e•o.c O 2'-0 I'-0' - •� Doell aMK EEF o n - 2' - 2- b STAIR PLANS& IA ,w DETAILS 2.-D. oe S \ REVISIONS TS'i'/NI PIPE D IL m PAPAwt er PATE \ Ile IMR IOOi,ION _.-- \STAIR 1 J'-e" Y-{• K-0 `FIRST FLOOR PLAN r VID-�O 1/4- V-0- STAIR 2 0 FIRST FLOOR PLAN 0.0 1/4'-V-0' 2c'-0 CDNCRETE ,Y,' Fb11/111\7101 WL L s 1'-20•• -s e 11 °Y NJm ela2- ' In 0037---0°1E3104®— - 08 2' ^ RFC °" GS-0• er�le� T5,-,/N PIPE PAL PANTED STAIR , A6 . 0 O�LOWER LEVEL PLAN _ RESCOM Architectural, Inc. P.°.eoA,si YarAAnli ecAw,w TII9e] `-2" a-- _ �,_o „e.uIEAIOUS RJM.90.ICC w 0353t 42-MDN WALL./ Y-4" 3'-4' waE w 1o'-e" r-o• 1o'-e• � Residenticl&'commercial TArchitecture S Pnm.(we)739-trozn F.(we)759-9eox -0 iF MAPLE CA' 2 PIPE _ O 1, .l', FAIL PNMm O 1 4'-2' ,9'-2• e'-Oh' OMR/CIOi • _ 751-1 N 4 EAST COAST \ 4'-2 2' COMMERCIAL CONSTRUCTION ^ 1r1 DO- ♦2• .1 �. °. b - .lei-C eEST(FIIIFA Slliti HIDH ./ ESL ieDCENALFR,YASSAOIVYTi3 IYPLE CAP roEY _ f°,I—)4V-eE00 I •_ ^ i+ I 0 BE111W ^ 151-1/N PPE RAL PANTED ILI - - 111DFLT 21'-5' r-C- STAIR 3 2e'-5' 0 THIRD FLOOR PLAN CAPE CODDER RESORT 0 &SPA STAIR 4 1225 0 THIRD FLOOR PLAN .-NN MAANNOUGH ROAD 0.0 -1'-0• YANNIS, SSACHUSETTS 1/4• PHASE 1 HOTEL UNITS Y-4' wwort x rt+FADs a n- 1'-,0• r 4'-2' -0 b r 2' � 19'-z• e'-1Y' 2,FURRM— 2" 2' n 0 1e-D.c B.S/�jOO(c�l� DDNY I51-,/N PPE RNL PANTED -l7'Tv Z 1 1 I v s 151-1/N PPE - STAIR 3 RAL PN/1ID •i 0 SECOND FLOOR PUN .0 1/4•- 1'-0' STAIR 4 0 SECOND FLOOR PLAN Im or-o. 0._4• ISSUED FOR PERMIT 10'-e" 2. _. e 1e•Oc. X, au�li nE 12'- 4•_- e-+c STAIR PLANS& DETAILS ":Fl- 2'-0 UP b 2' ,5h. PE m-1/u P RAL PANTED REVISIONS � �q w nAx TtOee'llet STAIR 3 z_°• �,FIRST FLOOR PLAN STAIR 4 0 FIRST FLOOR PUN 07-034 03-11-08 RFC GSB ae�lc T1�1 A6 . 1 DOOR TYPE BASE BUILDING DOOR SCHEDULE RESCOM No. SIZE DOOR FRAME DETAILS REMARKS Architectural, Inc. 4'z 23' S INSERT LAMINATED U11•MIEE a•4lFR17 ROM,a EACK W 02SU NW-GLASS xISERf SMFIY CIASS. SAfE1Y C7AS5. d P.O.BO%1!)�OMRla. OUIM W 02063 _ g 1412 Residentiol&'Commercial T ., .. Architecture W x H x T Pn«I.(noe)739-9e2e Eaa(NO)730-9002 a u OWrACT PM" D9EGORY SROM M 901 3'-B'X 7'-0'X 1-3/4' A • • __._.. - _._-__ OA pB © DQ Bea 3'-0'X 7'-0'X 1-3/4' B • • 0wR4ap SRF1 itLSN Dow 5000 MRfL ML14141Y MID aAa3 0001a M1MMM Ma QUW DOORS 803 3'-0'X 7'-0'X 1-3/4- B • • '•�Hax ulE �� + EAST COAST C rtO OMMERCIAL CONSTRUCTION 'X,9JL -RA wuTXrMs m AT IM (2)3'-0'X'r-WX 1-3/4' D • aF/21a11311F yey.-0�5r bhp Stq¢1 EflElellR IDU)ION6 102 Y-a'X r-o'X 1-3/4' B • 11aM1omRF 1E5)eROCErA1FP.YA65ACIIUSETTS P.(() az)-eOao 103 J'-a'x Y-0'x 1-3/4' A • • F.(6Oa)4n-eeoa 1. 3'-6'x r-0'X 1-3/4' A • • _ 111$ 3'-0-X r-O'X 1-3/4- B • • SE401USM now -- -- I06 3'-W x r-O'X 1-3/4' 8 1 • 161 107 3'-0'X r-O'X 1-3/4' e • 91 1 CAPE CODDER RESORT 106 3'-6'X r—O'X 1-3/4- C • 1 &SPA WINDOW TYPES 100 3•-6-x 7'-0-X 1-3/4• A • • 1225 NOUGH ROAD 110 3'-a'X 7'-0'X 1-3/4' A • • HYANN SN MASSACHU ETTS ttt 3--0-X r-0-X 1-3/4' C • UE111FAS7IP 4" 6'-6' 6'-6' 112 Y-o'X r-W X 1-3/4' B • • 2' z zz z ' -r2 2 113 3•—D'X r—D'X I-3/4' B • • PHASE 1 HOTEL UNITS 2 11/r 2 -1/Y M2'—/2' 114 X-r x r-0'X 1-3/4' B • • Zf1I 3'-6'X Y-0'%I-J/4'202 3--0'X r-o'x 1-3/4' AIna•-0'x r-o'x 1—a/4•aAss � 2D{ r—r x r-O'x i-a/4' A • • �a..u....a�a,.. - f100R —. RooF - 203 3'-0'x r-0'x I-J/4' B • • O O © $ 206 Y-4'X 7'-0'X I-3/4' A • • 207 Y-O'X r-O'X 1-3/4' B • • 201 3'-0'x r-0'X 1-3/4' B • • .. - •``�� 301 X-C X r—O'X I-V4' A • • B.S/RO 0 302 3'-r X r-0'X 1-3/4' A • • p �A 303 3--a'x r-0'X 1-3/4' A • • 1 304 J'-s'X 7'-0-X 1-3/4- A • • _- � GGG 1 303 3'-0'x r-0-X 1-3/4- - B • 11L01aRslli 307 3'-0'X r-0'X 1-3/4- A • • - 305 3'i'X r-0'X 1-3/4' - A • • A 3'-0'X 7'-0'X 1-3/4- B • • 310 3'-0'X r-O'x 1-3/4- _ B • • 313 Y-o'X r-0'x 1-3/4' A • • --- 20[ ISSUED FOR PERMIT O UNIT DOOR SCHEDULE No. SIZE DOOR FRAME DETAILS REMARKS DRA1ax MU WINDOW& DOOR SCHEDULE W , H . T 0o I a•-0'x r-0'x 1-3/4- • • REVISIONS 2 J'-0'X r-0'X 1-3/4' 91 11 1 101w MA 20001RN 3 r-0'x s'-0'x I-3/4' N1OEx3O1 FVM29W - - -- 4 a'-a'x a'-r x 1-ve MaXRiE771 FMMa06a SUM - 3 s•-0'x a'-a•x I-7/4• MOMEN FWHaM SUDER - a r-W x a'-s'x 1-3/4• • DOUBLE PARTY DOOR 7 2'-4'X W-a'x 1-3/4' 10 a (2)3'-0'X a'-a'X 1-3/4• le - -- I 2'-4'X a'-a'X 1-3/4' • --- 10 2'-0'X a'-s'X 1-3/4• • 11 2'-2'X s'-a'X 1-3/4' • - 12 2'-a'X a'-a'X 1-3/4- • -- 13 2'-2-X 0--8'X 1-3/4' • -- -- 14 1'-4'X a'-s'X 1-3/4' • 16 3'-0'X a'-a'X I-a/4' • 07-034 03-11-08 RFC or GSB w2WLc 12a�1 Al 0 . 0 RESCOM GENERA NOTE C REINFORCED MASONRY NOTE$ CONANTIAL WQOD FR441NG_NOTES Architectural, Inc. G1. REFER TO MCHRECTUPA_MECHANICAL ElECTTIUd.PLUMBING.AND SITE DRAWINGS FOR MI. CONCRETE MASONRY UNITS SOWN ON THE STRUCTURAL DMWNGS SHALL BE ERECTED AS LOAD WI. ALL SAWN LUMBER FRNIWC MEMBERS SHALL BE SPRUCE-PINE-FUR WITH THE FOLLOWING STANDARD ABBiEMTATON3 VMEnG,MMI OF 01 CROK)NS AND LOCATIONS OF PIPES,OPENINGS,CHASES.RECLEIS,"SUM. P.O. 17 NG MONUMENT .S.NA 02312 SLEEVES,DEPRESSIONS,ANCHOR BOLTS.MOLE FRAMES,FIAOR PITCHES,AND`AL OTHER BEARING CONCRETE MASONRY. COMPLY WITH THE.NATIONAL LOAD CONCRETE CANONRY MASONTION MIMYIST GRADES: U6 w41p6NII5E a040.BOuavE.MA 025J2 SPEpATEIM i0R THE DESIGN AND XNSm,P o CONSTRUCTION OF LOAD BFAJINC CONCRETE MASONRY A JOISTS.RAFTERS,SOLID AND WILT-W BEAN$,COAL SN05 AND IR/TEIS;N0.I/N0.2 GRADE ADD _____A60.L FX491 TLOOX PROJECT IREWIREMAEHTS NOT SHOWN ON THE STRUCTURAL DRAWINGS. ACOL_.__.AGdTKNYI FOR MATEWS,MIETH005 AND WOPoDMANSIBP NOT OTHERWISE SHOWN FOR THESE WALLS B SLL5 AND RATES;N0.i/N0.2 GRADE Residential Commercial 02. SECTIONS AND DETAILS SHOWN AS TYPICAL ARE APPLICABLE TO ALL SIMILAR CONDITIONS. C.SHAD WOOD POSTS;NO,1/NO.2 GRADE AT__..KTDW4R Y2. CONCRETE MASONRY VAR$SHAH CONFORM TO ASH C90,GRADE N.TYPE I.NORMAL NE)ONi 0.SMOOINO,BLOCKING AND RULERS:STUD GRADE 4R ..r__AAgbGN OONCIKTC WISmNf 03. CONTRACTOR SHALL VEPfY ALL CONDITIONS IN THE FIELD AND SHALL TAKE ALL WITH AN AVERAGE NINNUY COMPRESSIVE STRENGTH OF 2,000 P51 ON THE NET AREA NA.�._AupefA 0.YAW0/s»t RpI Architecture NECESSARY FIELD YEASURDIDITS. All, YJ. MORTAR SNALI,OONFORI TO ASM C270.119E M OR S.AND SHALL DEVELOP A COMPRESSIVE W2. ALL MEMBERS 51W1.HAVE THE FOLLOWNC YWNUN PROPERTIES: m _Y M..(508)759-9828 F.(NO)759-9802 CA. NNE USE OF STRUCTURAL AND ARCHITECTURAL DRAWINGS AS THE BASIS FOR SHOP DRAWINGS STRENGTH OF 1,DW PSI AT ID GAYS. A E.2,000.OIO PSI 15 W ALLOWED. MC CRT SHALL CONFORM TO ASTW CAN.FINE-TYPE,AND SHALLDEVELOP A COMPRESSIVE B FD-2000 PSI BsfWt1 0.� CONTACT PERSON GRE(XRY SWOWIAN CRYPT STRENGTH OF 2,000 P51 AT 28 GAYS. C.R 2025 PSI t4._-._BOrtw OF CODE 0.Fc((PWr"&,,ler)-750 ft 68A-__�W OF CI. MASSACHUSETTS STATE BUILDING CODE,SIXTH EDITION Y5. ALL REINFORCING BARS SHALL CONFORM TO ASH A615.GRADE SO. ALL REINFORCING BARS E.To(Pon EN)-2900 PSI HXR � TO BE WELDED SHALL CONFORM TO A706.GRADE 60. DEFORMED HORIZONTAL TRUSS REINFORCING F.N-200 PSI GOK LEIKYTIL CNTAAITR -�. MATERIAL SHALL CONFORM TO ASIH A82. CUT_-_-WHdRTC YAgTRv RIFT LOAD MIS, INSTALL VERTICAL MORFORCNG BARS N WALLS AS SHOWN ON THE OAWNGS.POSITION ALL W3. ALL'MICRO-LAN'MDMBDS SHALL HAVE THE FOLLOWING MINHJUM PROPERTIES �-. L1. LIVE Laos: sERr1LJNL BARS WIN 9 CAGE PosmovERs,o/A 610 er olm-o-wAa,OR AwRrnm EDLw. A E-1,900,aa0 Ps EAST COAST CIUESTP0O15.................•...• LOCATED AT TOP OF FIRST COURSE ONE COURSE BELOW TOP OF WALL AND AT A MAXIMUM B.N-2BW PS �...,.,GLAD iD.o COMMERCIAL CONSTRUCTION ...........................................t0 PSF SPACING VERTICALLY TO INSURE PROPER PLACEMENT OF THE BUS. C.R 15"PSI �av �rA� MI-C WEST CENTER STREET PUBLIC ROD AIS..........................................................„100 PSF D.Fo(PX PW d1 do,)-750 PSI v_sr BXUGEWATCR.YASSAdu5ETT5 CORMOOAS............................_...................I.-................76 PSF E,F. POraXN)-2310 PSI .�.�.FA[N rAa PmR(NY)42T- STURS AND EXRS.-.......................... Y]. AIM CORES OF UNITS VERTICALLY TO PROVIDE FOR PROPER INSTALLATION OF VERnDAL 6400 ......_.._..............iW PSF REINFORCING BARS MO GROURNG. COMPLETELY FILL AL CORES COHTNNINO REINFORCING f.iv 2D5 PSI `-.D�EM- BARS AND BOND BEAMS WITH HXN STRENGTH PORRAND CMENT GROUT. FILL ALL CORES V-�a OUx re.(SOB)42)-I600 L2. ROOF LOADS: OF UNffS SOLID WITH MORTAR Ai Will/lNGIORS MD INSERTS. W4. UNLESS OTHERWISE NOTED.AL NAUNG MO FASTENING STALL BE IN ACCORDANCE WITH APPENDIX C. ��pE FASTENING... SCHEDULE.MASSACHUSETTS STATE MUM CODE LIVE LOADS............. ..............................................23 PSF♦DRIFTING d...--.� PAOECT DEAD LOADS.N..................................................__..... 10 PSF M8. PROVIDE ADEQUATE UNTE15 FOR UiRGFA OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. W3. WOOD SILS BENEATH ALL INTERIOR AND EXTERIOR BEARING WALLS AND All.MEMBERS EXPOSED TO I-_ L3. WIND LOADS: M9. STANDARD TRUSS TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO WILT SLOE RODS WITH WEATHER OR MOISTURE SKULL BE PRESERVATIVE TREATED W ACCORDANCE WITH THE'AMERICAN WOOD Fp: _._ ROdI�w PRESETVMS ASSOCUTION,STANDARD CI'. --- roQTwO CAPE CODDER RESORT IN ACCORDANCE LTT11 SECTION 1611.0 OF THE ABODE REFERENCED CODE WILDTR CROSS EAV RODS,RUS F1cN..._....._Fa.mAnon HS SPA ZONE J WITD HEAVY TRUSS RODS. NOPoZOMAL REINFORCING SHALL CONSIST OF HYPO W2.6 SIDE R009 ROWa...._._._. GO[ WITH MAR.]CROSS RODS. MI6. B L SING WALLS. STUDS AT NON EIGHT. L CKNG NAME ONE MATCH ST DSIZE 2X SCUD NLV...___..VLYAI® EKMS`E B STANDARD LADDER TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO Wi.7 SIDE NODS WITH BLOCKING BETWEEN STU05 AT YID-HELM.BLOCKING SIZE TO MA1CN STUD SIZE O.G-..._._oONOut MINTRAATIR REFERENCE WIND PRESSURE P-21 PSF W1.7 CROSS R005. W7, iRAINC MEMBERS SHALL NOT BE NOTCHED,CUT CR ALTERED IN THE FIELD WITHOUT THE SPECIFIC -•--HEAC41%, 12261VANNOU(iH ROAD LA. SEISMIC LOADS: N10.FOR MASONRY WALL REKSORCING REQUIREMENTS SEE'MINIMUM CONCRETE MASONRY WALL APPROVAL OF THE ENGMER, HYANNIS,MASSACHUSETTS REINFORCING SCHEDULE'ON SHEET SO 4��'-•IIOp- IN ACCORDANCE WITH SECTION 1612A OF THE ABOVE REFERENCED CODE W8. ALL METAL CORRECTORS FOR ROOD CONSTRUCTION SHALL BE HOT-DIPPED OALVUMZED PETAL SHARES SEISMIC EXPOSURE GRO1P.......................................I M11.THE MASONRY CONTRACTOR AWL PROVIDE ADEQUATE SHADING ANO/OR SNOINO WRAC AS MANUFACTURED BY*SIMPSON STRONG-TIE COMPANY.INC.'AND ERE ATTACHED W THE GENERAL SEISMIC PERFDMAHCE CATEODIEI'................................C WNSIFUCIgN TO WITHSTAND ALL CONSTRUCTION.HIND AND SESMiC FORCES NPOSED ON CONTRACTOR AS PER THE•SNiKON STRONG-TE•SPECIFICATION. KU IOPs PO1 X NON SOR PROFILE TYPE......................................................sl MASONRY WRING CONSTRUCTION. IT�...�'PAR PHASE 1 HOTEL UNITS EFFECTIVE PEAK ARGON AEURD ACCEERATON.....0.12 W9. ALL EXTERIOR WALL SHEATHING SHALL BE 3/a INCH OSB SNEAEHING EXTEIOR GRADE. ILA..-.--.LONG-IKAI20MA ILA......_._RAND 1EO YERDVI. EFFECTIVE PEAK ACCEERATION..................................0.12 LW...-.._.IaN9 wAY SET,RESISTANT SYSTEM..........................................UGW-FRAMED WALLS W/SHEAR PANELS/ WIG.ALL ROOF SHEATHING SHALL BE 5/8 RICK ARA RATED PLYWOOD SHEATHING 32/16. � _:��IO UNRFNNFDNCED MASONRY SHEAR WALLS STRUCTURAL STEEL NOTE$ USE EXPOSURE I PANELS.[XCEPT USE CKFEUOR PANELS FOR STARTER STRIPS ALONG EAVES AMMAM1 r, M,,royA WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED-APPLY PANELS WITH THE FACE GRAN MAX___w)aW, rKY�I RESPONSE MODIFICATION fIFACTOR........_..„...............6.3/114 51. AL FABRICATION. AN STEEL WORN(SHAH Comm.S TO THE'SPECIFICATION N T 711E DESIGN, m_,,,-W. xuI..PP...®n,.r,r.w.lernwosn... l PERPENDICULAR TO ME PAFTERS OR TRUSSES AND CONTINUOUS OVER i1K)OR MORE SPARS. .-:AAnA+Pa r.aoao...w-ro uowX,owNT ANALYSIS ANEDURE FA('IOR..........._......_..EQUIVALENT STANDATON,AND ERECTION OF STRUCIIRUL STEEL FOR Bl8lDN05'AND THE LOGE OF UBC._.__I40UVxli cowtoe+W mo..vPW nR.AoeA.PPmAa,vP ANALY55 PROCEDURE...............................................EOUNALDrt LATERAL FORCE STANDARD PRACTICE'OF THE 415C, CLUEINSTALLA PINK CUPS ALONG PANEL ENDS BETWEEN EACH RARE2 E ES AN ATTACH PANELS CENTER CLUE AND dd COMMON RAINS AT 6 Np1E5 ON CENTER AT PANEL EDGES VINO 12 INCHES ON CENTER K�_-IaPro-uu eF/.V oa coU+IN S2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE'STRUCTURAL WELDINO CODE-OF THE AT INTERMEDIATE SUPPORTS. _..-_ FOUNDATION NOTES ANERICAN wElmNc SOCIETY. NOT 10 SEINE. N.AIO...._..HWTSA P�o.aPNc+Pwo.ar..PP.M. FI. THE STRUCTURE SHALL BEM ON NATURAL UNDISTURBED SOILS OR COMPACTED GRANULAR M. HE STRUCTURAL STEEL SHALL CONFORM TO THE FOLOAING: W11.ALL FLOOR SHEATHING SHALL BE 3/4 INCH APA RATED^SLUR-I-FLOOR•.TONGUE AND GROUYL -__.CN CONFER USE EXPOSURE 1 PANELS,APPLY PANELS WITH THE FACE GRAN PERPENOCLRM TO THE JOIST W.-"OUTSIDE FAR STRUCTURAL FILL COMPACTED ON THE NATURAL MATERIAL TO 95X MADMUM DRY DENSITY. Ox_"'•.OPPu92 HwI A ALL STRUCTURAL WIDE FLANGE SHAPES: ASTY A992.GRADE 50 OR TRUSSES AND CONTINUOUS OVER TWO OR YORE SPANS.ATTACH PANELS BY CLUE-NAUNC FWF__..F'OWOOt AGRMTm 1ATiDRH DENSITY. THE MAX."ALLOWABLE SEARING PRESSURE SHALL BE 1.5 TONS PER$OUAAE FOOT. S.AL STRUCTURAL TUBES ASTM A30C,GRADE 9.46 KS AS FOLLOWS: pAD F2. PUCE BADg1LL SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS TO THE GRADES C.ALL STRUCTURAL PIPES: ASH A53,GRADE B OR ASTM A501 A SPREAD CLUE IN ACCORDANCE WITH RECOMYE210ATIONS OF CLUE MANUFACTURER AND 'u -' vO mVAi FHoI INDICATED.. WHERE EXTERIOR GRADE A MORE ECT TWO FEET LEAST 14 SUB,COALS SHALL 8E D.PLATES.BARS.BOLTS: CHANNELS, I A 07 CONNECTION ANGLES: AWLS I38 INDUSTRSTAMM ENOPRACTIC Ki IIOtA TO BRACED UNTIL SUB TO WENCH THEY ARE CONNECTED S AT LEAST It a15. E ALL ANCNIOR BETS: ASTM ALSO]UNLESS NOTED OTHERWISE B.STAGGER ENO TS.I L EACH TONGUE NOW,E EDGE. NCN SPADE BETWEEN AL ENO ==�scvK.a¢ F3. PROVIDE SHEETING,BRACING,ANO UNDERPNMNC AS REQUITED TO PRESERVE MJ4CM S4. ALL CONNECTIONS SHALL BE BOLTED WIN ASTM A323 HIGH STRENGTH BOLTS OR WELDED IN AID EDGE ADINTS.ING OF E TONGUE AND GROOVE EDGES. w �_..1¢umtn 51ruc1u.s1 Eo rtn SIT'CRURES. ACCORDANCE TO AWS AND WITH THE MSC MANUAL REQUIREMENTS UNLESS NOTED OTHERWISE. C.COMPLETE ALL INCHES OF EACH PAIR BEFORE SUE TNT WITH!T RING OR S. SHARK AD_..___.. WOOF DAMN XIPx F) NAILS AT f2 INCHES ON CETMfpI AT PANEL EDGES AND INTERMEDIATE SUPPORTS. 9 0� F4. PIPES WHICH CARRY WATER WILL NOT BE ALLOWED TO PASS UNDER FOOTINGS. S3. ALL SIMPLY SUPPORTED BEAM-TO-BEAM AND REAM-TO-COLUMN CONNECTIONS SHALL BE DOUBLE 91T.- STEP FOOTINGS APPROPRIATELY TO ALLOW PRE M PASS OVER FOOTING. RISE INOMFORWRCE WTIN THE AL WL SC MAN UNLESS INDICATED OTHERWISE ON THE W12.LEAD HOLES FOR WOOD SCREWS AND LA.O BOLTS SHALL BE DRILLED 7/8 OF'THE SHANK 9Y ..,,....slats TO J DIAMETER FOR THE OEM OF SHANK EMBEDMENT AND 7/8 OF THE THREADED PORTION -HNAOE F3. FOUNDATION SHALLNOT BE PLACED IN WATER OR ON FROZEN GROUND. STRUCTURAL DRAWINGS- DIAMETER FOR THE OEM OF ME THREAD EMBEDMENT. ".9'AO S)� Fe, VERIFY LOCATIONS AND REOXRENENiS FOR ALL INSERTS.dBEORNTS,SLEEVES.CONDUITS. S6. SHOP AND FIELD OONNECTIONS SHALL BEMADE WELDING M HKQI-STRENGTH BOLTING UNLESS ,t�l EF MD PENETRATIONS WIN RESPECTIVE TAMES BEFORE PLACEMENT OF CONCRETE. OTHERWISE NOTED. THE BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITIES AS FOLLOWS: ; n. DOWELS FROM FOOTINGS INTO PETS,V(N15,AND COl11YN5 SNV11 BE THE SAYE SIZE AND ANON-COMPOSi}E BEAMS WOOD TRLI$$ NOTES DWI. 4tk S+ NUMBER AS PIERS.WALLS,AND COLUMNS ABOVE.MEPT AS OTHERWISE SHOWN. SUPPORT A REACTION R EDO&TO HAP THE TOTAL UNIFORM LOAD CAPACITY OF BEANS WTI.WOOD TRUSS MEMBERS AND CONNECTIONS STALL BE DESIGNED BY THE FABRICATOR.BE +��7�7J)))//// JT v i R. COORpATE UNDER BOOR AND PEIYETFA DI+AIN REIWRREYINIS NTTN THE ARCHITECTURAL FOR A GRAN SHAPE,SPAN.AND STEEL SDECIF1GTgNS(MSC)WITH ME EFFECTS OF ALL IN -.__.,iK.ROTZ` O� $UW,TTED To THE AAC M FOR OMENSIOHAL RENEW AND RECORD PURPOSES ONLY.AND T.GY.�_. rAlOro TIOUR"o1 R. CIVIL,AND PLUMBNG DRAWINGS AND THE REQUIREMENTS OF THE GEOTECHNICAL ENGINEER. CONCENERATED LOADS TAKEN INTO ACCOUNT. FABRICATED AND ERECTED IN ACCORDANCE WITH THE FOLLOWING: $? B.COMPOSITE BEANS(BEAMS WTN SHEAR CONNECTORS): A NFPA'NATIONAL DESIGN SPECIFICATION FOR WOOD MfISIAUCTION• Tar.�_1GP or REINFORCED CONCRETE NOTES STEEL SECTION DEPTH.O(INCHES)AND RC-REWIRED REACTION B.ARC'TIMBER CONSTRUCTIONTIONS MANWL *' ="To,o Xu�il CAPACITY FOR COMPOSITE BEAMS: C.TPI*DESIGN SPECIFICATIONS T PLUS FOR CIUM PLATES CONNECTED N WOW 11RL155ES' tN...__.>m uU WTtOM CO AL RI. ALL CONCRETE SHALL BE PROPORTIONED.MIXED AND PLACED N ACCORDANCE WITH AM 318. D.WfCA*D(tMNC W000 TRUSSES:IXRIMEM/RY AND FECOMMENDAl10N5' tI.__.-TURF FIm GWARH CN M/Y -FOR D GREATER TIINI OR EOLLAL TO 24',RC 1.31R 13UILDNG CODE REWIROANTS FOR RDNFORCEU CONCRETE'.AND AEI MI.'SPECFTCATICNS -FOR 0 GREATER THAN OR EQUAL TO 21'.BUT LES$THAN 24•.RIC 1.75R FOR SiRUCfURAL CONCRETE FOR WINDINGS•. MAGMUM RUMP SHALL.BE{INCHES. -FOR 0 GREATER THAN Oft EQUAL TO 14'.BST LESS THAN 21'.RC 2.DIR W(2.TRUSS MEMBER AND CONNECTION DESICM SHALL!3E YOOFIED BY THE ARPuc1BLE FACTORS LISTED IN ARC T1M8FR OCNSIRUCTION MAAIAL•. -FOR D I.ESS THAN 14',RC-2.25R WwHT _ R2. ALL CONCRETE SHALL BE CONTROLLED.MIXED.AND PLACED UNDER THE SURMASION OF TYPE_WDDCG THE AN APPROVED CONCRETE rfsTINc AGENCY. ADO TO R OR RC ME LOADS OR REACTIONS OF YEAI8MS SUPPORTED FIT A BEAM NEAR A WT3.BETTER TO DESIGN LOAD NOTES HERON FOR DEIFRNIwK DEAD AND LAVE LOAD REQUIREMENTS. [ _Wm1 RJ. UNLESS NOTED OHERWISE ALL CONCRETE SHALL BE NORMAL WEIGHT WIN A 4WIMUM SUPPORT AND/OR THE VERTICAL COMPONENT OF FORCES IN A DIAGONAL BRACING MEMBER ARCNfECTURN_CONTRACT DOCUMENTS SHALL BE REERRED TO FOR EXTENT AND LOCATION OF P.---- fAANNG INTO THE MEMBER. AREAS NOTED AS OFFICES.RETA_CORRIDORS.M.THE TRUSS DESIGNER SHALL INCORPORATE COMPRESSIVE STRENGTH AT THE END OF 28 DAYS AS FOLLOWS: THESE LOADS INTO THE DESIGN CALCULATIONS FOR PROPER MEMBER SIZING. S7. FLED WELDING OF SIAUCRIYL MEMBERS S NOT PERMITTED UNLESS INDICATED ON ME STRUCTURAL I. ...• MAMUMD.L/40;N LAD LOADS ME AS FOLLOWS: ( ....__ OOROXXNC 7 STRENGTH(PSI .r.trr -a]_F rinl FHmANro AR rx1 AM IF.RON ALL MOM T WTNOVT WAmEN PEWIW T a TIE STRUCTURAL DR. A L/460:FLOOR LOAD E -. _ p ISSUED FOR PERMIT 50. ALL DETAILED FOR CORRECTIONS FULL RENT A ONTO THE CURE DRAWINGS SHML BE DESGNED ANO B.L/460;FLDOR IRA LOW _. IPOS IR IRAAS 4OIO 11/� S E]TERgR DOZY PADS h MRON$ DETALED FOR ME NLL MOMENT CARROTY Of THE CONNECTING MEMBERS. C.t/360:ROOF LAVE LOAD Un_____._PGEXN05 4000 3/ 5 ERpdOR SDEWAKS STEEL DECK NOTES WT4.SUBMIT SHOP DRAWNGS WHICH SMALL INCLUDE DIMENSIONED INDIVIDUAL TRUSS MEMBER 3500 II/2 0 SUB ON GRADE CONFIWRAMNS.MEMBER LOADING AND SIZES WITH MCGMPANTNG WOW SPECIES AND LIMBER 3500 3/✓%BLEND 0 SUB ON DECK SDI.ALL.STEEL DECK SNAIL BE OF THE OEPM.GAGE.AND TYPE INDICATED ON THE THE GRADE,TEMPOAIRY AND PEAWNFM WADING REQUIREMENTS,CONNECTION LAYOUTS WITH THEIR 3W0 3/ 5 ALL OTHER CONCRETE STRUCTURAL DRAWINGS. ASSOCIATED SPECIFICATIONS AND A DIMENSIONED ERECTION PAN INDICATING THE LOCATION OF EACH DOM FN TRUSS,ALL OF WHICH SHALL BEAR THE STAMP AND SKJUTURE OF A PROFESSIONAL STRUCTURAL ENGINEER R4. THE USE OF'FLY ASH'IN CONCRETE MIX DESIGN IS NOT ALLOWED, S02.ROOF OEM SHALL BE FASTENED TO ALL SUPPORTING MEMBERS AT EVERY PoB WITH 6/j REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS, DIAMETER INKING SPOT WELDS FULLY JOINED TO THE DECK ALL AROUND.SIDE LAPS SERAIL R5. NO ADMIXTURES OTHER THAN LOW RANGE WATER REDUCER WILL BE ALLOWED. BE SCREWEDBEARS STEEL AFA07 TEX SSCREWSPAN IS PTA 12ELoT0 THE NOTED OTHNG STEEL T WHERE ES OFOF HATS.WHERE REQUITED O;THE CONTRACT DOCUMENTS.ALL META CONNECTORS FUA TRUSSES APPIN INCLUDING R6. THE EMCCONTRACTION ON AFT BE CONCRETE AS FOR PROPER REMOVAL S RE GTHFOR TOO SUPPORT FORMS SHALL BUT NOT iP ED TEDGAL ANI TRUSS MANGERS,AS MMUFACwNS.HEAR BY'ANCHORS AND STRAPPING.COMPANY, NY,INC.'BE WE REMOVED ST✓RU AFTER ADS AINE HAS ARAHED SUFFICIENT STRENGTH WI SUPPORT I15 OWN HE ROOF ARE AROUND OPEN DIGS DIA'METE 3WE DIAMETER W'SDS AT 12'0.0.WHERE DEC( HOT_OP ATTACHED GALVANIZED META$REPS NT CONTRACTOR SPED BY•SYPSON STRONG-TIC COMPANY, GENERAL NOTES WEIGHT. CONSTRUCTION LOADS ANO LATERAL 1AA05 SHOULD BE PLACED WITHOUT DAMAGE TO CHANGES DIRECTION,PROVIDE S/p'DUNETFIH WEDS AT 6'o.c, ANO BE AITMHED BY ME GENERAL WNIPACiOR AS PER THE•SIMPSOH STRONG-PE'SPECIFICATIONS. THE STRUCTURE OR CAUSE ANY EXCESSIVE DEFLECTION. R7. CONSTRICTION JOINT LOCATIONS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,ARE PERMITTED SD3.FLOOR DECK SHALL BE FASTENED TO ALL SUPPORTING MEMBERS,PARALLEL MEMBERS.AND WT6.THE ARCHRECTURAL.MECHANICAL,PLUMBING.ELECTRICAL FIRE PROTECTION AND EGUIPMER CONTRACT SUBJECT TO PRIOR APPROVAL OF THE ENGINEER. CONTROL JOINTS AND EXPANSION JOINTS ARE MOUND ALL OPENINGS WFIN /ee•OAAETER ROUND SPOT WEDS AT 12'o.c.SIDE LAPS SHALL DOCUMENTS SHALL BE REFERRED TD FOR LAYOUT AND CONFIGURATION REQUIREMENTS NOT SHOWN ON MANDATORY AS SHOWN. BE FASTENED AT A MAXIMUM of 38'o.c.OR CLOSER AS REQUIRED TO SUPPORT WET CONCRETE THE STRUCTURAL CONTRACT DOCUMENTS. AND CONSTRUCTION LOADS. REVISIONS RD. PROVIDE%'NCI CHAMFER AT ALL CONTINUOISLY IXPpTMD CONCREtE EDGES,SUCH AS CURBS. HAT).CENS*MTS OF ALL BE HU55 MEMBERS$UAL ALIGN AT ACCOUNT AND OVER SUPPORTS OR DUE fOUPNENT PAS.AND EDGE OF WALLS. COM'agElU11ON SKULL BE TAKEN B/THE TRUSS DESIGNER TO AGCORR FOR ANY ECCENTRICITY. R9. PROVIDE FLANGED STEEL SLEEVES WHERE PIPES PASS THROUGH CONCRETE. WED.11t155 MEMBERS SHALL NOT BE NOTCHm,CUT OR ALTERED IN ME FIELD WiTIILIT NNE SPECIFIC � W4 RIO.ALL ORNUNG.FABRICATION AND PLACING OF REINFORCING STEEL SHALL BE N ACCOPONICE APPROVAL OF ME STRUCTURAL ENGINEER. WITH THE LATEST Ap 315*DETAILS AND DEALING OF CONCRETE RENFOR W. RI I.REINFORCING BARS SHALL CONFORM TO ASH A613,GRADE 60. UNLESS NOTED OTHERWISE ON THE DRAWINGS.THE CLEAR CONCRETE COVER OVER BARS SHALL BE AS FOLLOWS: A SURFACES PLACED N CONTACT WITH THE GROUND..........3' B.FORMED SURFACE EXPOSED TO GROUND...........................Y C.MOE FARE OF FORMED WALL............_._.....................-1 V2. 0.WALL PER TIES.........................................._...................11/] E SLAB REINFORCING,.................._.............A.........................3/' R12.PROVIDE CLASS B SPUCES FOR ALL CONTINUOUS REINFORCME T UNLESS NOTED OTHERWSE. RIJ.SET AND TIE ALL REINFORCE7AET BEFORE PLACING CONCRETE. SETTING OF ANCHOR BOLTS, DOWELS AND REINFOICOIENT INTO WET CONCRETE IS PROHIBITED. R14.ALL KEYS SHALL BE 2'R4'(NOMINAL)UNLESS NOTED OTHERWISE. RIB.USE NON-SHRINK,NON-METALC GROUT WHERE NDCATED. RIB.PROVIDE SFAMR FOR ALL EXPOSED TO VIEW CONSTRUCTION AND/OR CONTROL JOINTS. mucy No 07-034 OAK or w 03-11-08 obvil BY. SRF SRF BDRIG KAM SO . 1 RESCOM Architectural, Inc. P.O.BOX 157 MONUMENT BEACH.MA 02$$3 116 IINRNOUSE ROW,BOURNE,MA 02512 Residen tioT&COriTZT/erCioi REF Architecture W 2 PKORR(508)752-9828 To(506)759-9802 —U-flNtS SINE SIZE ANO FOUNDATION WALL RENFORCING TO NATgI _ SPALTNG AS INTERRUPTED COAT COLUMN.BASE PLATE STEEL.COLUMN CONTACT PERSON CAf(YMY 9RWIIAN HOPoZONTAL WNL REINFORCING SPLICE IENOHH WALL REWFORCLNC 1y (T c.'L A SIDES) AND ANCHOR BOLTS 1YIi1N SEE PLAN FOR SIZE s&S BffUM/STIC 1/'IEVCUNG PLATE AHD%a NON-SHPoNK �Cl�L1D SLAB OWMACIOR CROU (MMIWY) Soa \ EAST COAST (TYPKAL) I COMMERCIAL CONSTRUCTION N001f ALL-1 �BUf NOTRVpT TWALL 1E W ACH FACE MINIMUM 389-0 AEST VERVE R sTREEI OF 9RERROPTED wuL NEST BRQccWATw.M.ssAo+MSErrs BARS Uf+1ED RENFdtGNG EACH SIDE OF PAonA(5)6)121-8a00 BARS OPEMRC fR+(508)a2T-APW � t71 pwcy SEEE BASE R IE CAPE COMER RESORT 1� SEE POW FOR SIZE SEE FOUNDATION PLAN 8N SPA ? NOOK RENiORQNC INHERE NNCNOR BOLTS FOR FOOTING 52E BARS CANNOT EXTEND W 4• N N� AND ELEVATION SRECilEO LENGTH BEYOND PLAN FOR SIZE 1225 IYANNOUGH ROAD 20 MAX OPETRNO HYANNIS,MASSACHVSE'TTS 1 2 TYPICAL CONCRETE FOOTING PHASE 1 HOTEL UNITS 2D NAX 1 WITHOUT PIER OR PILASTER DETAIL TYPICAL REINFORCING AT N0 SCALE TYPICAL ELEVATION OF CONTINUOUS STEPPED WALL FOOTING OPENINGS IN REINFORCED CONCRETE WALLS orRal NO SCALE NO SCALE STEEL N COAT COLSNN.BASE PLATE- --SEE PUN FOR SIZE / AND ANCiIOR �YIrtN Bw<lur Rl¢RE�eerIRB BITUMAs11G (( )) 1/i LEVEIJNG PLATE CONCRETE SUB xy,.Al.�woru u(>n)xAa •WO 1/i NQ4-SNFONK ON GRADE GROUT _y_ VARIES r UfRt1Y OPENING WW OF WPER TOOTING WALL FOOTING TO MATCH HORIZONTAL PLUMBING AND WALL REINFORCING STEEL BASE PIAtE� a O STLCY DWUNACE PIPE sEE PINT FOR SIZE R CONCRETE HER.SEE H - ANCHOR BATS PIRA S'TYPICAL PIER W//A'STD.HOOK FOR SZ ON RWC ORCI U SEE PLAN FOR SItE FOR 92E k REINFORCING Ti L Q OOn RC y1 1.�. •� •.�A. l� 2a• MIN. COLUMN FOOTING.SEE 2 SZ NDATgN FOR 1 SIZE M'D REINFONFORGNC --__ SEE STEPPED WAIN.FOOTING DETAIL FOR ADDITIONAL INFORMATION //� / �/ ✓,Z.� 7 E NO EXCAVATION MAY BE WOE BENEATH THIS LINE WITHOUT ADEQUATE SHORAHG TO PROTECT STEEP FOOIV/G AS REQUIRED TO BE BELOW UTUTY OPERNC TYPICAL CONCRETE FOOTING SOIL BENEATH UPPER FOOTING$ SEE SITE AND PLUNBINO DRAWNCS roR SIZE AND EXACT LOGTKM PILASTER WITH PIER OR PILASTER DETAIL TYPICAL SLOPE BETWEEN FOOTINGS DETAIL TYPICAL STEPPED FOOTING DETAIL AT UTILITY OPENING N0 s(-E DRAWING TIRE -- NO SCALE NO SCALE TYPICAL DETAILS ZE '/e 1.T.SUB F,ICKNESS E CONSTRUCTION JOINT R!F ERL SED URN FPOOY AT 2.� PACING F PLACOK REVISIONS f0'-0'MAgMUY TO CORNER y EXPOSED SURFACES ONLY FOR SPACING D<CONRIOL OR BETWEEN JOINR /♦�.V-GRoOVE L1011IROL No D"i OERriPAQI EXACT SEE TIO N OWE$i0R EXACT LOCATION OF EACH JOIN/. AOO AOO 0 RME 3 v GROOVE TYPIUL� --SORE SIZE TA AND SPACING HORIZONTAL RONFORCING 3/A"C* FER JOGI1uNfx SFAlAtlf— -EMERIOR FACE I -EXTEPOOR FACE D, ) CONTROL JOINT DETAIL I I .T SUB TMCI0165 FILL JOINT WI111 EPDXY AT EXPOSED SURFACES.OMIT 1A r3/e w.- DOWELS o 24'O.C. rIF-WALL AND SPACING / -2.CONTNVWS KEY FLOOR WERE TRI OR OTHER I RENFORCJNG J _._._. _ JOo SCHEDUU i0 BE5 I —FOR PIER 512E$R13WORCM UHSTN o REQUIRED SEE FOUNDATION PINS AND T EXPOSED EULS PIER DETNIS'ON AL-EXTERIOR WAIL PIERS AT CORNERS AT CONSTRUCTION JOIN AT MAIN COLUMN LINES AT INTERSECTIONS AT WALL END & OPENINGS CONSTRUCTION JOINT DETAIL 07-034 TYPICAL FOUNDATION WALL DETAILSDATE OF SSA N0x"E TYPICAL SLAB ON GRADE JOINT DETAILS 03-11-08 NO SCALE DRAIN By SRF CK010 81. SRF DRANK MJINX SO .2 RESCOM Architectural, Inc. R.o.eo2 w MaAIUENT eEAa,NA o23l5 +14 rA1CwIWSC ROAD.eDu—NA 02112 2'-e MINIMUM CONCRETE MASONRY MASONRY LINTEL SCHEDULE LOOSE LINTEL SCNEDULa o NW uNrFt eEN+WG Aeo_.�E _ "Aso"'^' WALL REINFORCING 8CHEDULE FOR NONSEARNJO WALL: Residerotioi&commerciol �- - CAP m OPENING CANS W" SIZE REINFORCEMENT MASONRY LINTEL SIZE Architecture I WALL WNL VERTICAL HORIZONTAL OPENING IpGT10N 7N"NESS REINFORCING REINFORCING V-0'-4'-0• e'=IS'DEEP 2-/5 CONT LIP a' L4.3+/2=a/fa(4'IEO VERTICAL) Pnm1(spa)7%-9828 For(509)759-OM QO D SAIL MAT IMIEL LOAD BE I. IS a 19' SID TRUSS TYPE REPIF.a e•o.c. 4'-0•-e'-0' e'.IS*DEEP 2-I5 COW 1•-7•To e'-0• L5.3V,,z e/Ie(5'LEG KRTIM) CW7Ac2 PERSON LRfCOPr 4POd/llN DGWELs ro wra LINTEL nE HOD(As OUNCE, 04AppffgN/L PARAPET. 9MNEY. 8' 17 0 48• STD TRUSS TYPE NENF.o e'9.c. e'-0•- 12'-0' B'.21'DEEP 2-le CONT 6'-1'TO a'-O' Le.31/2=5/fe(e'LEO VERTICAL) TV NONTED BARS VERTICAL STAIR.ANO No lK MISS TRS SEE END OCTAL WITH ROIES: RUNFORaK ELEVATOR WALLS 12' 18 0 48• OM NAW TobS R9E FN/F.O r_ '0,AT 400M DOWELS TO MATCH I.1 COW BAR AT 1. PROADE UNTES OVER ALL MASONRY OPENINGS HOOK AS REWIRED MAwHRT OPENING 4'-0• ALL OTHER 0'-0•-4'-0' 12'=8•DEEP 2-15 CANT UNLESS OTHERWISE NOTED OR OUNLED OR LESS IN WIDTH INTERIOR CMU ALL l4 a 95- STD LADDER TYPE RDW.0 le•o.c. EAST COAST PARTRON WALLS 4'-0'-e'-0• 12'.IS'DEEP 2-l5 COST 2. FOR S' ONE ANGLE FOR EACH/'of ANGLE THICKNESS 1.2 CONT BARS AT CATATER TWN SIZES 4 1-µ IN BOND BEANO 9e'e.o. COMMERCIAL CONSTRUCTION /IO 9R IRBS 11PC FOR 6•p SEC ION WITH E TEE. ERTIES ANGLE OR MASONRY A WIDTH {'-0' f a'-0•IN HEIGHT RENF AT JORiIS BUILT-lN HUNT 1 WITH PROPERTIES FAWL TO OR 3a9-G REST C T[R. SRM[CT TO e'-0•W WIDTH ALL OMER e'-0'-11'1' 12'.21'DEEP 2-I!COHT GREATER TLW I /2 TINES ANGLE PROPERTIES AE52 BA'AGLWAIER.ua55A END DETAIL N VaCR CW NL S D AooER TYPE RE NF.O Ie o.a NP m mss m FOR 4'WALL Pron.(3)427-6 e4W TOP OF SLAB NO SCALE F pNMwl68 SIZES RENT AT JOINTS 3. PROVIDE 9•BEARING EACH END DE ALL LNRELS Fa.(SDe)427-eB00 IN HOCM 4. ALL- -!' UNTELS SHALL BE GALVANIZED. VET CAL SEE SCORCINItE N4ff5: WT FTRUSS ATOPE /•UNLESS PULE OVER AR SPACE TroEa AT OTHERWISE UNLESS NOTED OR DEEMS 1-14 BAR O I RE REMENTS MORE AAD MOM IN THE EEkHOEW OIHEMiSE ON ARCHITECTURAL DRAWINGS CAPE CODDER RESORT ADCDONAL KNOCK 2-8• 6•a;8'CMU OUT BOND BEAN NW TYP _ WALLS 2. PRONOE REINFORCED BOND BEAM WITHIN le'OF TOP OF WAIL &SPA 3. ALL VEFITIGL RENFORCNIG TO BE W SOLIDLY GROUTED CEIiS. 1225 fYANNOUGH ROAD AND ICA 2-'4 BARS 0 ID PRE 4a CIA LAP AT ALL BAR SPLICES.TYPL W�5 b , HYANNIS,MASSACHUSETTS COST BINS SEE 12 CAN WALLS BLOCK BREAK GPM DETAIL WTH ILDILS: 1. GR SHALL BE'LOW UFr CROl1TNG. FROMb - DOWELS TO MATCH U�•� i.SEE SCHEDULE FOR SPACING HOOK As W RE0 2.FWADE REINFORCED BOND BEAN PHASE 1 HOTEL UNITS TERMINATED BAILS WITHIN Is'OF TOP OF WSJ. SEE ENO DETAIL WHIN DOWELS TO MATCH 3.PROMOE REINFORCED BOND HHOOK AS REWeED BFNA At TOP AND BOTTOM OF ALL OPENINGS 4 a. is OOW V=CONTMNNO VERTICAL. IIS o lx' tOPYOWt ADDITIONAL KNOCK ] NEWT FICINC SHALL BE FILLED OUT BOND BEAM SOLD W11H1 GROUT OH OH CPGREIE Sl/GRADE BOND BEAM m BAR v� M HP Rae. TOP OF SLAB 10 SCALE I4 O 16'o.c. SIGH WAY TYPICAL ELEVATIONS AT VERTICALLY REINFORCE oterty QMU WALLS WITH OPENINGS NO SCALE -` t5l GF dPa REF ioP a BOTTOM ST3CY 4 I/o la•e.�. R. &OfTSEE LTS F e• e' � FLOOR OR ROOF 4 . BEµ,SEE PLANS I.j SEE AACHITECfURAL.DRAWINGS S Q' HORIZONTAL BARS PRCMOE HOPIZONTAL CORNER A,DETAILS FOR FOR TREAD AND LASER OMEHSbNS _ 9 ty BARS AT ALL WALLS TO MATCH IV 11 LODATIO4. Fs tST F5 H MZONTAL REHNFORCRNG Q / CONTROL JqM AS PER SCHEDULE AS PER SCHEDULE SEE PVNSSh oErNLS"I FOR SIZE k LO TKN. I 2,-0' o S CONNECION ANGLE SEE PLANS&OVALS OITI TYPICAL EXTERIOR CONCRETE STAIR DETAIL ISSUED FOR PERMIT ADONN.VERTICAL ROW LADDER OR TRLIRS TYPE WAIL ADDITIONAL. FOR SIZE h SPACING CMU I KL SEE PLANS NO SCALE FOR FULL HOLM OF WAIL REINFORCING WHERE SHOWN ON VERTICAL BAR !OVALS TOR SIZE SCHEDULE CAR NOTES.TYPICAL AT CORNER O LOCATION.SEE SCHEDULE FOR REINFORCING. VERTICAL CONTROL JOINT DETAIL _TyEKAL_QUAIL CORNER DETAIL - FLOOR AND OR ROOF ducat not CONNECTION DETAIL TO TYPICAL DETAIL AT REINFORCED CMU WALLS VERTICALLY REINFORCED CMU WALLS NO SCALE o TYPICAL DETAILS t IF 4 eT REVISIONS FACE CCA+PAGTED Ap DATE I oCmIST10N GRAVEL WEER 4Y R HOLE FILTER FABRIC O EF STEEL BEAM O 10'-O'-0'o.c. EACH WEEP HOLE (F- PLAN FOR SIZE `A�III HEs SCHlDUL!OF lMBEDMENT AND SPLICE LENGTHS FITTED 77TTENERs (uNl.Ess SHOWN OTHERWISE ON DRAWINGS) 1H sx of wee n7f�i�T=fTT�—[1 tlq 1.) FOR WALL AND GUARD I GRIPES. TO AR CONPREl90N TENSION TO WALL RA GUARD P11L PETER TO ARCH BAR ENBSMElr LAP SPl10E EMBEDMENT LENGTH LAP SPUCE LENGTHA CML OUWINGS. NCRETE O 2) ALL REINFORCING TO BE GRADE 60 SIZE LENGTH IETNGTEI TOP BINS OTHER BARS TOP BARS BARS INMMKN WALL 4 l3 e" 12' W 12' Is, To, C J.N TO B_ l4 I1' 15• 17' 12' 22' le' MWIYIM Q p C /5 14' 19• 21• IS' 27• 20' ''�mm- G J1 WIpIH.2'/8 1T 23' 25' SJ' 24"19' 2e 32• 7J ♦1 DO '/j Al1CH(N2 BELT$_ 1•-4•W/3'HOOK le 22• 3D' 42• 30' 55' 39' /9 25' 34' 53' 38• 0. - - -'--" I10 28' M. e7' 4e• ee• e,• TYPICAL CONCRETE WALL l4a '2'T.ee. PwCT III In 3r 12• ar 59• ,Wa• 77• BEAM POCKET BEARING DETAIL A ,•-P•-t--- a —{ o7-03a N0 S—C DATE OF W 03-)1-OS M A 8 C 0 T L 9'-r To u'-o• 2•-0• e'-a• leee• /eo 12• r-e• 4'-0• DUw at SRF SRF e•_I•ro 9'-0' r-o• 4'-e' /ao,2' /5e12- r-o' z'-2' 3'-0'ro 6'-0• 1'-0' I•-0• /t092• /4012' 1•-0' I'-e' DAw"NNBR TYPICAL SITE RETAINING WALL DETAIL SO . 3 I RESCOM Architectural, Inc. P. 80.157 ua 0,1 H'/.a.uA 112553 lle WATERRWSE RIAD.Bpf uA—11 Residen tloj&Commerciai Architecture e Ph—(508)759-9828 Fox(508)759-9802 pi LCN TACT PERSON ORCLCwY SIROOWAN I I I e CamAnw I w12.Ia a �1 EAST COAST e COMMERCIAL CONSTRUCTION I Bai Xt-C v ST CENTER STREET I WEeI eROGEwA1FA.WASSACRU— I I I W12.14 6 e L66m.-7_e.m e i I sal—j P UCt _ce9•-o)_J I I wlz.ta a e CAPE CODDLES RESORT FF———— I sal wIN12(6) &SPA YN LOUGH ROAD Ir----- ' WIh19 12 W1214 a HYANNIS.MASSACHUSE TTS OORSV WAiONN 0 &DICALVATSSPAOF2*DEEP.r— TE STEEL DECK W/ION OK I I 0J1 P WEIGNT CONCRETE TOPPING.TOTAL THIC101ESS.V. c ; REINFORCE W/6.6-W2.9.W2.9 W.W.F. BOTTOM OF DECK D"ATION 99'-e' PHASE 1 HOTEL UNITS [p•_y� I �..—..—_ W12.16 r1ol W12.14 E � L— F3 I I I xvm Nr I Bat I (86'-o) I + I W12.te 10 w12.11 11 I � ——(69_°)_—� I �•4-_-.---_.--.-_.ram_-_.-_:,; s 13 X�'w o+o+• tu(fn)ski]-cif„v LOWER FOUNDATION PART PLAN FIRST FLOOR FRAWNG PART PLAN STitCY rtiC R, m FLQOA � 2M Fs �ST F O rr E 3 ISSUED FOR PERMIT PIXN NOTES: oulRlc nu I 1.) SEE DM W.I.SO.2 B SO.J FOR GENERAL NOTES AND TYPICAL.DETAILS. ct CONCRETE FOOTING SCHEDULE 2.) Fa ETC.INDICATES FOOTING TtPE. SEE SCNEDUIE 01N TNIS FOUNDATION/FIRST I DRAWING FOR SIZE AND REINFORCEMENT OF FOOTING. r— l MARK 92E REINFORaNO i .-.. kLjF5 L W i 5J TOP OF FOOTING ELEVATION EQUALS 96`-0 UNlE55 NOTED FLOOR FRAMING r THUS(%X'-%I('). I , Fa a'-0' a'-O' 1•-O' A-15 BOtroM EACH WAY A.) CI ETC.INDICATES A COLUMN TYPE. SEE SCHEDULE ON THIS PART PLANS L J Fe 8'-o' 1'-A' 6-15 BOTTOM FACJN WAY DRA-0 FOR SIZE OF COLUMN AND&.SE PLATE. J 5J BOTTOM OF RISE PLATE Et"ATION EQUALS 99'-1-UNLESS NOTED THUS('x-:otj. ,I ALL NOTED OTINCS o UE CENTERED UNDER COLUHNS UNLESS REVISIONS L--- COLUMN SCHEDULE 7.) PI ETC.INDICATES A CONCRETE PIER TYPE. SEE PIER DETNILSDARON ORAWiNO SJ.2 FOR SIZE AND REINFORCEMENT. —— ——— '_..._ MARK COLUMN ANCFfOR�LTS 0.) Si INDICATES A STEPPED FOOTING PER DETAIL ON DMWING 50.2. _7 C__ a'CONCRETE SLAB ON GRADE C1 H556.6.f/' la' Ia' / a-1'I A707 9.) COORDINATE FOOTING ELEVATIONS WITH PLUMBING AND DRAINAGE -ter-- PIPES SEE DETAIL ON DRAWING S02 TOP OF SLAB ELEVAAPY-t00•-0• .. I i C2 XS58.8.1/' 18' f8' F/' 4-IY A307 10.j FOR TYPICAL EXTERIOR DOOR DETAIL.SEE DETAILS D ON DRAWING 55.9 I1.) ®INDICATES A REINFORCED CMU WALL.SEE PLAN AND DETAILS J FOR WALL REINFORCEMENT. IIII .I S1t BSl eel • Tt9 12/P 12.) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN,REFER TO ARCNITECNRAL DR NGs. �1�1 I j —_ R.RF e o Hs_GOL ruNOY I I 07-034 03—tt-08 n SRF ofollo BY SRF FOUNDATION PART PLAN D"t%ww-R so"MI'.ro si . 1 RESCOM Architectural, Inc. P0.W.15,uV,,WN1 KADi.MA—II Ile w1RRNONSE POW(Mu-'E.M1 OxJ>x ReSiden tlo)&'Commercial Architecture i PM1me(508)759-9828 For(508)759-9802 I CONTACT PERSOY GWGORY.AROXIMI -------------- LVL O 24'O.C. a�� EDi KRR DOWN TOE%.FOUND. llltGER/�YPL J SIDES EAST COAST COMMERCIAL CONSTRUCTION 3-2.6 WD.POST M8-G WEST CENtER STIEET DOWN TO EX.FOUND. I NEsr e6wcxwlrER,NAss1aluserrs _____________________11 Ix6 O 3{'O.D. Pnan.(JOe)♦2]-" _________ o.(508)122-66C0 1' Ir____________________________ PJ6ECt 3-2xB W9.POST { I 00"TO Ex.FOUND, CAPE CODDER RESORT 3-2xe O POST DO"TO IX.FOUND. ;1 ;; 1 &SPA I. 11 p 3-2xe O POST 1225 HYANNA NOUGH,MASSA ROAD TO Ex.FOUND. HVANNIS,MASSACHUSETTS I } w IA PHASE 1 HOTEL UNITS 3-2xe D.POW DOWN TO IX.FOUND. 3-24 WD.POST DOWN TO EX,FOUND. LYPYP.D11 3-2x0 WD.POST 11 DOWN TO U.FOUND. li ' 11 vrto2.wrwr mmmwvoa+w 11 ;1 vn I 11 1 m1�Aue+rva L--------------------------- II ------------- I----------T ZI u 3-h6 W0.POST 3_2.6 WD POST 1 11 WWTi TO EX.FOUND. DOWN TO IX. I _ 1; SWCLvrAI EvLlveerluE 3-20 WO.Posr DOWN TO DL FOUND. ________--_--_______________JI _______________-- _________01 4-2x6 WD.POST 1 --=__----_= DOMI TO IX.FOUND . ir------------- " d 3T.iCY 'i R. L� i II IXISYING FLOOD FLQOD y 3-21I�W0.POSE I 11 j1 FRAMING TO REMMN U NO, 2 GOON TO F%.i0UN0. L---------------- - -_________------_1j it f" 3-2a6 WD.POST ro - 1, 11 ' 1 � DOYM 10 U.FOUND. � 1 i , 1 4-2.6 WD.POST DowN TO IX.FOUND. n .................... _JI (j DOM POST ISSUE FOR PERMIT 11 DOWN TOO IX.FOUND. IL---------------------------- II it Ii 3-h! POSE 11 WAwrt 9RE OOwM TOO a.FT){MO. ' '' l 8- - POST SECOND FLOOR DOM '1 DOMI TOO IX.FOUND. J ----------- ------------j FRAMING PLAN- T 1 3-2.6 VM.POST BUILDING 600 WN TO EX DO FOUND. I 3-2.6 WD.POST DOWN TO EX.FOUND. II 11 REVISIONS II -------r------ � 0 L___-__�_ 011E RS'JatxlN 1 NO 3-2xe WD.POSt DOWN TO IX.FOUND. ,1 ; 1; 2x/2 O 18'O.C. .910OSIIfiTIDP�49VJ@C�IRICIDIGCLBIDPi.Lld�1 11 __ ]-2x11 9y/ 11]�•LNl CONi -5 LEd(.ER- 2 SIDES y� L______________�___ - _;;______ 1 ii ii 11 ii - - I 11 li 11 ii J-xN CO NT 2-S S �i It 1' P Au NO Fc_ iL� ' 1.) SEE OYlG 50.1,50.2 8 50.3 FOR GENERAL NOTES AND TYPICAL DETAILS. �TI)I�IEAAI ii it 2.) INdG11FS SPAN OF y/2 TONGUE k GROOVE PLYWOOD ii FLOOR$NEATNING. 11 %1 '1 11 11 IPILO*SEE DRA NG S2.1. DEM6Nc wAu,. 07-034 I 11 11 11 11 11 1 SEE DRAWING 52.1. t.) >___ INDICATES AN INTEM BEARING WALL. 1 SEE DRAWING S2.1. 03-1 1-08 1 1 1 II '1 1 S.) G7 Il%INDICATES AN INTERIOR SNFAR WALL©ETC. r ' j1 '1 '1 i' '1 1 SEE DRAWING S2.1. 1 11 tl SRF SRF 1 11 " 6.) PL DENOTES PARALLMI ENGINEERED WOOD MEMBER. CRAWVG N.MIX T.) a�INDICATES A REINFORCED CMU WALL..SEE PLAN AND DETAILS FOR WALL RERVFORCELENT. 6) FOR 01MENSIONS AND ELEVATIONS NOT GIVEN,REFER TO MC.NDECNRAL pRAWINGS. SECOND FLOOR FRAWNG PLAN S1 .2A .cAln IT.ro .......... RESCOM Architectural, Inc. P.D PDX 157 uO VNEN,BEA .NA 02W 116 WATMNONSE ROAD,6 W.NA 02532 _- -___ Residential Commercial Architecture ft..(508)759-9828 for(508)759-9802 YY41�X9SDt9YYSR 14sYY'ZY Q;W'All PERSON Wooer 9PODNAN aNmVO1 EAST COAST - mx.K.aen COMMERCIAL CONSTRUCTON 369-c rhsr cENrrR sm¢r wEs*m+mawArw.uAssACNuscrrs (sae)a .z-aeoD 1-00DOD ppucl amnoGoczGoocz¢.aaasasaDD000cc.�xxx aa�aaaaaaa:rsm000arza¢asa CAPE CODDER RESORT &SPA 1225IYANN0UGH ROAD HYANNIS,MASSACHUSETTS PHASE I HOTEL UNITS Go�Waa, aszz�aasa55zvssc�zaaa2;5lss>fl 6xzsvava¢azx2aaaa+s+v�scaatx ,.,o.,.wa,awax..-.moo..,. i =cs�oop�aozsx=x zzzzcccaaoovs=:!!Bqqtt uA 9truRlN=J 6w[tnearl(n([)) -e.ac u(stt7 W-eaw O(S tNIGC TODREAWN @01%1 � SFACY R. rrxaxacsazsrT�veYe FLOOD No c t z.,z o le•o.c. � �xa��.�.�.�.�a»s>= ISS FOR PERMIT 3-2x10 ' COAL -9PIN3 _ 00 YY38Y8]'.9.R.� CQQ888Y8YY81DD0D00QOL$YSY8YY tlU c LIRE SECOND FLOOR FRAMING PLAN- BUILDING 500 REVISIONS no DAIS DESUaRpv PLAN NomE 1) SEE M 50.1.50.2 11 50.3 FOR GENERA.NOTES A111 TYPICAL DETAILS. 2.) _!/4IFLOOR NERCATEPAN SS4EA 3/'TONGUE h GROCNE PLYWOOD 3.) t__1 INDICATES AN UTERI OR BEARING WALL. SEE DRAWINGPp.mcr"I INON:ATES AN WTERroR BEARING WALL 07-034 SEE DRAWING 52.1. SJ !C='9 INDICATES AN INTERION SNDAR WALL OErC. 03-1 t—08 DATE OF SEE DRAWING 52.1. 6.) Pt DENOTES PARALLM ENGWEERED W000 NUM. r SRF 7f SRf 7.) E=W/DrATNESS A REINFORCED EIEI NNF CEO Wu WALL SEE PLAN AND DETAJLS ORAWG.11BE R 6J FOR gMUMNS AND ELEVATIONS NOT GNTN,REFER TO ARCH"McnA1 oRAWNGS. SECOND FLOOR FRAMING PLAN S1 .2B .DAue„r.Wo .......... RESCOM Architectural, Inc. P.D eoX 15]-.1 eE.a,uA 6xs53 I,e wATERNausE Po•o,110uaNE,u•on3x 21 .18 R Residen t iol&Commercial Architecture Phone(508)759-9828 Fa.(508)759-9802 CONTACT PERSON CRECLWY SWCYWIAN I O 24'O.C. !!4iL�� COI,W.CIM 3-2.6 WD.POST t ]TO Ex.FOUND. E{"� yDES EAST COAST COMMERCIAL CONSTRUCTION Se9-G NEST(fWETI STREET NEST BROGEWATER,YASSAON3-2.4 M.POST Pn (S08)12]-e.oGDOWN TO IX.FOUND. 2.8 O 24'O.C. (566).22-6e0UREMOVE IX.3-2.10 _______�_____________ REMOVE EX.3-2.i0 HNFCT HEADER&REPLACE NFAOER&REPLACE =/SPM52W/ 8 "°PGS DP W/3-2.12 HEADER CAPE CODDER RESORT NID-SPNi OST M.POST DOy�'jN8 TO FOUR &SPA 3-2.e WD.PoST DOWN TO IX ND..FOU WO POST UP 12251MA ROAD r__------- ___ 3-2.6 WD,POST HYANNIS,NIS,MASSASACHUSETTS DOWN TO EX.FOUND. ___ RE)'IME EL 3-2.10 _ _ w/3M REPLACE -s-z.1z COW. G PHASE 1 HOTEL UNITS 2-SPANS W/2TM MID-SPAN V S 3-2.6 WI).POST DOWN TO EX.FOUND. ---------- ---------------- aPYRnn ----------- ----- --------- G DOWN TOOD(�FOUND, REMOVE EX 3-2.10 3-2.8 WD.POST WD POST UP 0 HEADER&REPLACEDOWN TO IX.FOUNO. W/3-2.12 WNT. anls.w wv muaasenlw 2-SPANS W/2-2.6 a" NID-SPAN POST WD POST UP I 3-2.8 WD.POST3-2.0 WD.POST DOWN TO IX.FOUND. __J DOWN TO EX.FOUttD. / -------- ----- --- ---- ---- 9truewrLL LTjieeerin4 G 3-2x6 WD.POST °OWN TO IX.FOUND. _ OF G_________ DOWN WD POST REMOVE EX.3-2.10 DOWN TO IX.FOUND. 2.e o ° "w b-2.1z corQert "____ ____ _ n STACY G3 2-SPINS W/2-2.6 16 O.C." REMOVE EX.3-2.10 P G .ID-SPAN POST 1 TRU HEADER R REPLACE R. W/1 at8 LVL O 24'O.C. ' W/3-2.12 COW. 2-SPINS W/2-2.6 rG.CO I i MID-SPAN POST N 3-2.8 WD.POST I DOWN TO IX.FOUND 40 -2.8 WD.POST O DDWN i0 IX.FOUND. " � I ' Qr ----------- - - -- WD POW UP 00" O ,ST FO DOWN TO.P FOUND. 51 SS ------------------- -------- W/1 ;v,8 LNL 0 24'O.C. MSS D FOR PERMIT RENOJE IX.3-2.10 E 3-2.8 WD.POST "EADIX&REPI/.CE pOYM TO IX,FOUND, W 3-2.12 CONf. -..______ - 2-SPANS W/2-Izb ____WO PO57 UP C REMOVE EX.3-2.10 MID-SPAN POST HEADE CONE. R&REPLACE W/3-2.12 DPANK 2-SPAN$W/2-2.6 R''E ND-SPAN POST 3-bil WO.POST DOWN TO IX.FOUND. THIRD FLOOR C 3-2.6 WD.POST WN TO EX , I, I DO FOUNO FRAMING PLAN- I '�--------------- -----------J REMONE 3- HEADER&REPLACE ° BUILDING W/3-2x12 CONT. 3-2.8 WD.POST 2-SPINS W/2-2.6 DOWN TO IX.FOUND. MID-SPAN POST 3-24 WO.POST WD POST UP DOWN TO EC FOUND. R Y.12 O 16'WD POST Up 0 REVISIONS E-SPAN JI in'R 5I/'114'PL oArt IC(SfR'P^M ----------- .._______- I a 3-2.e M,POSY C 3-24 WD. �) DOWN TO IX,FOUND. POST ON. WD POST UP 2.12 P 7,71 J GrtTaJ'y'�.v TauT^cv'4 O LLTS.ai2U+CL1+�1 5Y'.11'/e R i LVL _ - 3 SIDES I . II II I PLAN NOTES I' I 1.) SEE OWG SO.1,50.2&50.3 FOR GENERAL NOTES AM 7W,CAL OETAIM 2J 3/' INDICA ES SPIN OF 3/'TONGUE&GROOVE PLYWOOD MSONO� FLOOR SHAI}N. NN 07 -0343.7 t=- AN UARND WALL SEE DRAWNc S2.1. DATE OF w 4.) t--A 1NOMATES AN INTERIOR DEARING WALL, 03--1 1-08 it SEE ORAMNO 52.1. �,',� 5.) C-A INMATES AN INTERIOR SHEAR WILL UETC. DRAW RT SRF i SRF SEE DRAWING 52.1. II 11 II 6) R DENOTES PM.WAN FDI ENGINEERED WOOD NRER. 11 07.1lNC*NMI ------ ].) 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LG�: ,DOwEtS O 12' W/17 O 4e'o.c.VERRTNAL ELEVATOR PR DIMENSIONS AND 2-1ANG.8 OQ7 SILL 2s' "HE�- OEM TO BE VETI,IEO BY THE (Pn W/ /)•. JOINT FN1ER CROtJ!CE11S soLA 'W'T FINER SEE ARCH.DWCS TTO PIT �F�REA Pf6pT 4'-0"i BOLTS O SEE ARCH.OT/f.S. M HORIZONTAL dp COMMERCIAL CONSTRUCTION SEE ARCH.DWCS. EAST COAST ONT CONCRETE SLAB SSUBONON GRAD( KNISH E%IERIOa REwF.a e•o.<. CONCRETE .y9-c r,EST CENTEa sT1ECT TI.SH EMfleOR GRADE VARIES Rie7f1 EXIE100R LAB ON GRADE WEST BR.DS1M 7E MWREET xm LRADE VARIES ORAOE VANCS m•(Soe)A27-e40o \\ \ \ abEtT CAPE CODDER RESORT 4 &SPA 0 12Rc. H WAr 6- e e' 2-/5 TOP h BOTTOM _ Q coNRNuous CGH11NTOP 1225 IYANNOUGH ROAD CONS TOP k BOTTOM 2-+5 r�A��� HYANNIS,MASSACNUSETTS CONTINUOUS x-5 BOTTOM 'Q 7 Y — cn�mDous Y PHASE HOTEL UNITS Y IC EgTTOM x-/s CONTINUOUSRCONTINUOUSUOovS uws s O IV< EACH :'-D• /.DOwEI..O 12•R.c. e• e• e' DOwElS O ix'o.c. wAr TOP h BOTTOM kTERNATE NooN /IiERNATE NOOIf s• e• e• /,AS a Iz'o.a Dom. r nTERNAE HooN x'o x'-o• 1 DETAIL DETAIL 8DETAIL DETAIL swE '/.'-I'-o- 2 scuE s,._r_0. scuE:s/•�r_0. 4 scup. /.''°'-0' wl...a..wcw�aeoclo•��.re�»"'i'�':"'ty STACY .42M '/2 Ex1ERgR O58 2re STUD WALL L14 OPENING `/2 EXTF/iNM OSB RAL a'cwv 2.6 sruD wul W 1 b:Row. SEEP TOP of CEMA SOUD 2-2xB C SILL WALL DOWN AT PaonDE srAHOARo TRINsS 4Pn w/ . 'w/+•. DooR ottraccgNr _ TYPE HOMZO CA .rdrrt (��� 3 ' (z'w/'/'.REINF.O 80" 4'-0'D ] ` ANCHORSe '—. ANCHORS o.c. ANCHORS AN BATS O,'o.c •o.o. c-a'O.C. _ nNISH E%IFRNM 7 RAo VEXTERIARIES GRAB EVARES 7DwK a Gw>E V GISH IOR �VARES I UED FOR PERMIT STEEL XCK STEEL DECK SEE PLAN FOR SIZE SEE PLAN FOR 51ZE _ A SPAN OWECRON is O 9'VFITIICK /6 a 12'ACELTGI \ SEE PIANO FOR 512E STEEL PLAN 4ZE 24' \ IB O 12'VEITOCAL .I DRARt9 RTU µ e Iz•Haan. '� z`J� z�� 14 O Ir HORQL 14 O 12'HOPo2. BEAM POCKET to ppWELS O te' /4 DOWELS o ta' SEE DRAWING 50.5 8. 24' FOR TYP BEARNC DETAIL —14 DOWELS O i24 2." 2•' CONCRETE '/'•'�FILLER '/'JOINT ALLOT SEE ARCH.OWOS. SEE AAC11.DWGS. Y:JOINT FILLER SEE ARCH.DWGS. �-;EE J�� DETAILS OONCRETE SI'IR CONCRETE SLAB CONCRETE SLAB 16 O 12'VERMAL -CONCRETE SUB OM GRADE ON GRADE 1.a 12•HORIZ. aT1 CRADE REVISIONS OAR OES4IPTIOv — 2-15 BOTTOM 2-15 BOTTOM 2-5 BOTTOM COMVIUWS �,NR�S CO�T.91TT 2-/S BOTTOM T 10' r ,OOMEI.S O 12'0.0, r 10' r II♦D01TElS O,2'0.<. r 10' r HOOK HOO TETOUTE DOW E aMOO 12'0.<. r 10• r II,OOwElS a Il'o.c.�TEANATE AITFJILAfE K hIIT 7J.I ERIU.IE HOOK x'-o• e DETAIL a DETAIL DETAIL DETAIL sulE /:-r-o• sru.E ,•-r-o• T s 8 pWCT N0. 07-034 DAIE OF WA 03-11-08 W.at SRF SRF Dun%-Me 3. 1 RESCOM Architectural, Inc. P.O.BO%15,YDRVYDN BEACH.YA 02350 116 wATERHWX ROAD,WNME.YA.2"2 Ad 0.00E 2.6OWE ROOF 2.6 a 24'O.C. 1i6 ROOF Residentiol&commerciol wEmw++W a u ac. aeowRwm a 2{'O.C. ROOF TRUSS 2b BLCCNAO Architecture A TR �PLAN 0 44.O.C. 0 k BOTTOM PI1on.(506)759-9628 FRA(506)759-9802 ��SWATHING �PLAN 1EA�RIC �F SHEATHpp CONTACT POISON GREGORY SPOOMAN SEE PIAN SEE PL/21 n COITMMR A mi EAST COAST SEE COMMERCIAL CONSTRUCTION 0A5-C%EST CENTER STREET T7� MST SROOEYATEII.MAS5ACHUSETTS P .('AS).2>-4400 1 cow TRUSS 2.6 CONE IIDCEA 2Ae cow LOOSER SEE PLAN ATTACH TO EACH TRUSS 8RIP40N AJ{TRANMO AITO IEDGER EACH TRUSS °/i Q/pgUM wj�R-L166dd NAILS�SS I + w/2 tee NAILS ANCHOR a 24'O.C. PAO.Ett NMLS RONL�D /° �°�ose TOP a- CAPE CODDER RESORT TOP 2-2A UNE OF WALL &SPA TOP! BEYOND °/'CYPSUM SIMPSON N2 HURRICANE w}LLen4RO 1225 IVANNOUGH ROAD ANCHOR AT FA TRUSS SEE ARCH CONK SEE ARCM HYANNIS,MASSACHUS TS SEE ARCH DIYC6 CONNECTION a Roof TRUSSES owcs D%GS TO THE GIRDER TRUSSS SHAU. +/j E%TEROR OSB '/{D(1ERIOR OSe K BY THE miss sUPPUER. PHASE 1 HOTEL UNITS DETAIL DETAIL DETAIL ,, .. SCALE.0/-I-0• 2 SCAtE S/.-�._O. SCIlE: /•-1'-0• .w�n.enAr ROOF TRUSS SEE PUN ROOF TRUSS SWMY>41 Ln6,n<.rinp3i� 2,e BLO C. -Y=BLOD.CONO SEE PLAN Y o ra ,mac e U SWi2---. O 24.O.C. TOP k BOTTOM RW TOP k HEAIHTMwG aaa'SHGTMwC ROOF SEE I.ANSEE PAN )QNC � O's 9T11CY $ A. ROOF 7RVss �PLAN � SEE PLAN EELE GVW TRUSS SIMPSON N2 IIUPRKANE SEE PLAN SIMPSON A34 ANCHOR 0 224•FRAAeIO ANCHOR AT EA TRUSS ANCHOR AT EA TRUSS 3 CONS 2-24 Tart 2-2Ae E CO V CONT 2-24 Top It Top It TOP! wM wSaLeo�nM ISSUED FOR PERMIT SEE AMR SEE ARCH ONGS 1/2 ��ose +/i ExrERwR ose 2•of moR Ose otATNC IRE DETAIL FRAMING DETAIL 6rNL_1 a DETAILS REVISIONS No d%rz [Esunrxx 2.6 ROOF OOVEWR�AMAO a 24'O.a N NAILS O Od NAAS e OYERFRAMel6 a 24'O.C. 4'O.C. e'O.O. ROOF SHEATHING ROOF RAFTERS SEE PLAN FOR �PLAN FOR SQX k SPACING s m k SPACING ROOF SHCkTWMG ROOF SHEATHING SEE PLAN ROOF 7RV53 SEE PLAN SEE PLAN SIMPSON A$4 ERzd6,O ANCHOR O 24'O.C. 2.BLOCKING CENTER ROOF TRUSS STAGGERED SMPSON 82 HURRlCN/E a 2C O.C. ON SWAR NAIL BEI.Ow 04 NAILS e SIMPSON H2 HURRICANE ANCHOR AT EA TRUSS TYPICAL 4'O.C.STAGGERED ANCHOR AT FA TRUSS TE cart 2-US Mop C-2i6 Top Magi a-2A6 TOP! 07-034 STUD SHEAR TIUL xr ARCH w�tLeDwoM w�u>aoAR61°So SEE PLAN Uhm OF WA 03-11-08 DWCS owce SRF SRF t/2 CffUWR OSB offemm ose aRANNc NABm T DETAIL DETAIL C /I . 1 8 DETAIL.,._,. 9 DETAIL L V f.�. SCMS �•-i'-0' RESCOM Architectural, Inc. P.0.NO I»-C -01 9EA..NA 02M3 ILA WArzAwOUSE II—,II—E.VA.112 ROE'TRUSS ROOF TRUSS SEE v,AN sEE slut Residen No/&Commarciol Root SHEAM. ROOT SHIATI-I Architecture SEE PLAN SEE PLM 11—(508)259-9828 Evv(508)259-9802 ® CWACT PERSOV OZE07Y SIROO M COVWMipt EAST COAST COMMERCIAL CONSTRUCTION 1 W004 TRUSS wE3i gR-0QwARA.VSTRICT SSACIn1Yt1S SEE PAN 1 1 pMPSgN N2 NURPoCMIE 7(S )42,I6600E I 1 COW I I ANCHOR AT U TRV55 \_ Tw 2-2:8 V4 wECt UNE E wAU. iov R 8v ON0 BJ PLA REARING WALL CAPE CODDER RESORT sEE PUY Hore: &SPA CONNECTION OF ROE TRUSSES HE TO T GIAM TRUSSS SHALL BYTME TRuss 12251YA1111—11-1 HYANN IS. MASSACHUSETTS PHASE 1 HOTEL UNITS 1 DETAIL 2 DETAIL 8 DETAIL scuE::'-r-o• scud /,'-r-o• sc¢E: /'-r'-o. cro,>aaT 9wetur,i 6v�ivsarl(y�)) �P�•cN O: G,t STACY •LG R. FLOOD :3 9 AL ¢ F ro- ISSUM FOR PERMIT MAW(IRE DETAIL DETAIL DETAIL e FRAMING DETAILS REVISIONS onrz ocsrnrna 07-034 03-11-08 SRF ufco By SRF pVAM�O KDl�C DETAIL DETAIL DETAIL ' SElE:3/.•-r-o• 8 SCALE:3/,•.1,-0• 9 SCALE: 1,0- S4 .2 HVAC Equipment RE S C 0 M Designations Architectural, Inc. SYMBOL DESCRIPTION P. BOX 157 MONUMNT BEACH,MA 025W 118 WATER11—ROAD,BOURNE,MA 025]2 Residential&'Commercial PACKAGED ROOFTOP DX AIR HANDLING UNIT EQUIPMENT TAG a DESIGNATION Architecture EVAPORATOR FAN HEATING (GAS) ELECIMCK DATA THE HEXAGON SYMBOL SHALL BE UIR oPFA GARTER USED FOR ALL ELECTRICAL PO ER OOK PN9TIW(SOB)75B-y828 F.(SOB)OOMIM02 SERVILE TOTAL YN. ESP. KIB EM TINT 'A TOTAL D- MDR]R TOTAL TOTAL FFR WT, RDWBCS REQUIRING ElEC7RIGL POWER HOOK-UP. QMIAOT PERM (NREWAY SIIIOp11AN NO. LLG sFNS RPM MON LDN CONTROL `ACTS PHASE W M.CA HOOP (EBS) MOOD NUMBER CFM DA (INJ 'F 'Fa 'F�5 (11BH) (yBH) TIFF H.P. (INPUT) (OUIPUQ SRPS STANDARD) EQUIPMENT TAC RN-1 SEE AIM ROOF 1. tax 1.5 95 65 72 1 4B4 1 M.6 I BELT 1320 1 15 1 120 98 3 - 208 ] W 70.0 35 750 I811,I005 0003 Q SO DESIGNATION/ACTNE LENGTH FOR FIN-TUBE CONTRACTOR RIIf2 SEE RAN ROOF 1OW 10% 1.0 95 0 72 1 26.9 1 20.2 1 SET 1 981 1 0.75 1 50 40.5 2 - 208 3 OO 227 25 1. 4811EDD7 Q7 OQ3 Q4 QS hgff:THE USED OR SQUARE EOUIPMMBOL SHALLALL BE 5 THAT EAST COAST g ALL M R SW BE SUPPLIED UPR EO WRN A RDO CURB DO NOT REQUIRE ELECTRICAL POWER. COMMERCIAL CONSTRUCTION 2 Al UNITS SHALL BE SUPPLED WON TMO WAIL MOUNTED RD90TE M2BMANG THERMOSTAT SET60R5 AND A CONTRIXIFTL 3BB-C WEST CEHIER SWEET O LSD COMRIXIID BY SPACE 7-DAY PRDCRYyVRE T1 UWOSTAT EQUIPMENT TAG NEST (SOS) 27-.MASSAGHu5ET19 8 UNIT SHILL BE SUPPLIED MATH KI ELECW_k DISCONNECT AND A SINCIE POINT MMICAL CONNECTION(208 VOLT). CFM AMOUNT ft..((SOS)427-8400 5 MR 94AL BE SMIKED WITH AN EUCIMFAL OMVEMENF OURET. NECK SIZE Fm(SOB)427-8800 THE SQUARE SYMBOL SHALL BE USED FOR ALL EQUIPMENT CALLOUTS THAT PROM TERMINAL HEAT PUMP/AIR CONDITIONING UNIT SCHEDULE DO NOT REQUIRE ELECTRICAL POWER. DRD AEA w P EEEC. ElEC. E ECTR 11 CAPE CODDER RESORT MWI SABA AI'N/HR 6KUN� EER KW WAR YG MOCP IM'TA Wl(E d MODEL ID. RFTYRNS &SPA AOL15 PIWSE Hz PTAs-1 sEE 260 7.100 6,3N0 123 3.4 9,700 19.0 20 M 1 60 CVKRA 1 z ] 4 5 12251YANNOUGH ROAD RAN 52Po 307-3 OOOOO HYANNIS,MASSACHUSETTS PDC-2 Rµ 260 9,100 1 7,9W 1 115 3.4 1 9,700 19.0 1 20 2NB 1 1 1 GO 1 52PU�]W-7 (DOQOO (D PROVIDE THERMOSTAT WHIN FAN ATIO/ON 5Y11TO1.COOU/OFF/HBAT STITCH VISUAL E AL TRVMTU DISMAY AND MANUAL ANMRIDIT. OO PKNIDE MT11 IMUAML TE�+w PHASE 1 HOTEL UNITS PROVIDE WITH SIIPREMENTAL ETECRBC HEATER HVAC Ductwork Symbols 4 PIIO.DE UMT WITH SUB BASE,POWER CORD AD_WF D REC FWB DPE B FOR RIG 1 a z 5 uNff CODLNG GPALYT BASED ON 95i ANREM/6OF 08/6Tf NB NOOOR(0.]91R)AND HFAMNC CAPACITY BASED ON OF d/ID00R5 AND 7OF OB NDOORS & Abbreviations [0PYB01 SYMBOL DESCRIPTION EXHAUST FAN SCHEDULE NEW PIPING,DUCTWORK,EQUIPMENT.EEC. (LINE WEIGHT) RPM MOTOR ORR WNLF/CRIRFA EXISTING PIPING,DUCTWORK,EQUIPMENT.ETC.M NUMBER SYMBOL OESCRPfION TIFF CN N.WC. TYPE (MAX) YMTR P I V 0 M (ffi.) M(AS STANINW) NNE WEIGHT)) TFF-1 WEST BIDM(IOMS DRECf 50 015 CEILING 1095 27 120 1 60 - P'W` IC ® (D (TOEEXISTINGREMI ED)DUCM'ORK,EQUIPMENT,ETC. 7-1 EUY.MECIL R0^0�1,1. BELT COO MINURE1725 1/4 HIP 1 60 81 y O CONNECT NEW TO EXISTING BJEIR (a)SET UNIT SPEED HICHAOW.DU RNc BAANCNG,TO/GENE cN DSSCON WITH AM FANS—BE SU SCHORUD. Q PROMDE WALL MOUNTED SPEED CONTRO ERE VIBRATION LSDUTION W DLSCOIRECT SWRCH B SUPPLY/OUTSIDE AR DUCT UP 8ALL PRED ELECTRKX REa RETURN/ Bu owc ExcNF au0 ResouAres.RETURN/EXHAUST DUCT UP tlFaw MA oE�A liwr..wctnA.aw� 4 FAN SAL.BE SUPPLIED WITH A WALL MOUMm 15 MIN.TIMER ON/OFF SMIRCH. ® Fa/MO2wuM1 4vFv(a11ONNM Q FAN SCOWL BE COMRDID BY SPACE THERMOSTAT. N7k9D.Fyi��E4m. .,41�11N s w SUPPLY/OUTSIDE AR DUCT DOWN RETURN/EXHAUST DUCT DOWN OEXHAUST DUCT UP ELECTRIC UNiT HEATER SCHEDULE SUPPLY DIFFUSER OO' LDU,TION N/HR R CFM KW AOL15 ASE W WE MODEL NO d . D7 S IIM, B R Z RETURN/EXHAUST REGISTER EDH-1 POOL STORAGE 10.200 ]50 ID 208 1 60 QMY4K MUHD 81 QO JRD FIRE DAMPER EWN-1 yU'�ONUS LoGA TKAS5,115 65 1.5 206 1 60 DRANK CWH-2m7Ds Q1 ]Q Jw MANUAL VOLUME DAMPER ECH-I VESRBULE 10,2OO 250 3.0 206 1 CO DARK OO9]5(FRO) 0Q —UMD MOTORIZED DAMPER QP-1 M RAN I,3OO - 375 WITS 208 1 60 QWAX 7378 OO O SWITCH SERVING FAN NOTE (D PRJADE MR WITH ET ECRBC/L DSCONNECT,TAMPER ROOF,INTEGRAL iHD8D5TAT(AOJIbTA&4 OT THERMOSTAT O PROA MR HEATER WITH M)LWUNG BRACKET AFF ABOVE FINISHED FLOOR @ PROM IINR IU1ER MTH HOMING FRAME AS AR SEPARATOR ISSUED FOR PERMIT @ PROADE MR W11H RECESSED MOONTING FRAME,FRUIT N/FROM OUT CONFIGURATION BHP BRAKE HORSEPOWER BTU BRITISH THERMAL UNIT DIFFUSER, REGISTER & GRILLE SCHEDULE BRUN BRIT ISH THERMAL UNIT PER HOUR CO CEILING DIFFUSER/CONDENSATE WANK➢BE SYMBOL SIZED SI EK CFM RANGE OVERALL SERVICE TYPICAL UNIT REMARKS CFM CUBIC FEET PER MINUTE SIZE MAKE a MODEL NO. MIN. MAX. SCHEDULES& — rNCUH CABINET UNIT HEALER CD-/ 24.24 SEE PUN 100 250 24.24 SEE PUN TUTUS TIN FINNISH TO BE OFF-WHITE OR DRY BULB TEMPERATURE'F LEGEND FLOOR RG-1 SEE PUN SEE PLAN 500 1000 SEE PLAN SEE PLAN TUTUS 35OR FINNISH TO BE OFF-WHRE ON DOWN PLAN SR-1 SEE PLAN SEE PLAN 250 250 12.10 SEE PLAN TRUS 35OR FINNISH TO BE OFF-WHITE EF EXHAUST FAN EG EXHAUST GRILLE EXH EXHAUST REVISIONS M FULL LOAD AMPS FD DARE C®DRINN FLR FLOOR FPM FEET PER MINUTE GC GENERAL CONTRACTOR HP HORSE POWER HWR HOT WATER RETURN HWS HOT WATER SUPPLY ID INSIDE DIAMETER UT LEAVING AR TEMPERATURE LVG LEAVING LOT LEAVING WATER TEMPERATURE MSH THOUSAND BTU PER HOUR n OF NTS NOT TO SCALE 'V1gSS�C CA OUTSIDE AR OBO OPPOSED BLADE DAMPER S EVEN A. tiG OD OUTSIDE DIAMETER ARAN ND. PC PLUMBING CONTRACTOR L.J ME HANICAL E-T„ 07-034 Orw PD PRESSURE DROP N 34989 03-1 1-08 PSI POUNDS PER SQUARE INCH -0, RG RETURN GRILLE V. TOW DIE fff. MN RPM REVOLUTIONS PER MINUTE �^ '��\CSC DRAIIINGMAIIIER SP STATIC PRESSURE(INCHES OF WATER): it r L RN ROOFTOP UNIT 1:1' TO TRANSFER GRIl1E M 0 . 1 TYP TYPICAL WB WET-BULB TEMPERATURE'F RESCOM Architectural, Inc. P. BOX 157 MONUMENT BEACH.MA 0255D 118 WATER— ROAD.BOURNE.MA D2552 Residen tiol&Commercial IVI LII4 Architecture Ph..(508)759-9828 F.(508)759-9802 II OEWTAOT PERSON GREGORY SIROWAN EAST COAST COMMERCIAL CONSTRUCTION 08W-C WEST CENTER STREET WEST BRIDGE WATER.MASSACHUSETTS PNene(508)42>-fi100 iae(508)42]-8800 PAOm SIN CAPE CODDER RESORT D(HDLST FAN ON &SPA SECOND 0. BE REMOrID ANN�L 12251YANNOUGH ROAD ON NE. HYANNIS,MASSACHUSETTS ILL CONTROL 8NC ELECTI8CA1 CDWWOR WEND N ro NEW FNIi Of'A .) oI PHASE 1 HOTEL UNITS - —IX IX ER X END E SIZE THROODN NEWNO ROOK AND Dam O O NEW or.) EX SIT _ DKAUST NO = SECOND RDOR - DSTING FAN BE REINOND AND -- ON NEW . an o.wr.nE.ee�mc�r.,eo.xa NG "115 EXTEND DUSTING TO NEW FAN ° B E R Bvunux;Enuweulw REsovArss.lrve. w.neih.TA No Evic AN N].W E-1-1111 EXTEND T.i.Osaelaw.NxW Tee EN 1•iif4e• SgE THROUGH H _ Fn UOI1HD vu.l•DOTMM F1DOR AND WEND — xkSBfa-f amigo.. NEW ) O DUSTING BATHROOM EUWST FAN ON EXl9nm SECOND RCOR ROOF LUSTING FIN SWIl BE REMOVED AND RROCAIED T FMI B1IFROOY ON NEW ROOF.EXTEND EXHAUST NI ON EUSIMC SECOND FLOOR RDDF CTPoCAL CONTRACTOR SWLL DwwC FAN SHAL BE - EXTEND DUSTING POWER TO REMOVED AND RDLGUED Nam HEN FAN-=710N(TYP.) ON NEW RODE.EXTEND CONIWCM SIWL EIOEND EX POWER TO EXISTING BAHRDOY NEW FAN LOCATION(Er.) ISSUED FOR PERMIT EXHAUST DUCT RSER 5GIE THROUGH NEN TIWm EXSTRNO BAEHROO6 AND EXTEND THOUGH - EXIAIST DUCT RSFR NEW ROOF(Trv.) 59E THROUGH NON TFIRD O O AND EXTEND THROUGH OAWN9 917E HEN ROOF - EXISTING ° SECOND FLOOR o PLAN ° REVISIONS • — NO DALE 11!?gFIKN •e - OF 4MI48 o _ �a STEVEN A. tiNPrAECT NO.O • KARAN 07-034 CHANICAL 03-11-08 N 34989 IGRAINE I. EXISTING SECOND FLOOR PLAN 3/32• 1'-0' / \`G M 1 0 RESCOM Architectural, Inc. P. BOX 157 MONUMENT BEACH,MA 0250 118 WATERHOUSE ROAD,BOURNE,MA D2552 Residential&'Commercial Architecture 758-D828 F.(508)759-91502 PERSON GRE2WY SIROONIAN NRRACTOi EAST COAST COMMERCIAL CONSTRUCTION 3BD-O—CEMTER STREET WEST BRID(£WATER,MA—USETTS M..Effil (50B)427-8100 F.(SOB)A27-BBOO PWM CAPE CODDER RESORT ® &SPA w 12251YANNOUGH ROAD ir W HYANNIS,MASSACHUSETTS ,nIC.UP w a 9N =I w 17x10'LP A DN PHASE 1 HOTEL UNITS x12• kz7 = O8 T BJE R Buu.mNc EncweEMw RssSuxcss.lrvc. Tm OM17xm ro.�wuma.ew Cal O W+MeU.Dr�-�¢rm I o E1M 1 , 1WI wEE OPEN ENO SCREEN ItEsx scREOI O 10'=10'tr O O O 12'x1Y N0 WITH WIRE XDIF ON BOIX 410ES 6 1 ISSUED FOR PERMIT og IwaxD IRE O LOWER LEVEL 18•x24•9ORM Laws alcRln MODEL Ea_ FIRST& SECOND PROADE w,OEEP A IATEU SHEET METAL LOWER LEVEL FLOOR PLAN PLEMIM BEAW LOWERIF 11 ,PROWOE AIRED FLOOR PART 3/32'- 1'-0' o r.,o PLAN mnffnm o 6 O REVISIONS / � W1a WALE• 2•SCREEN 1 0 O NO OAIE pHOI11EN o ON BOTH S06 10'110'OPEN END W11N WME MESH o 0 1 t D' 10 10 Clio a[ rM O 0 0 4*9 0 0 0 S VEA m 'a 07-034 N cP „ HANICAL DAE OF Sl' 03-1 1-08 G.34989 . O /STEP DRAW MIMBER CNAL FIRST FLOOR PLAN SECOND FLOOR PLAN M 1 . 1 3/32•— 1'-0• 3/32•— r-0• RESCOM Architectural, Inc. P. BOX 157 MONUMENT BE .MA 0 M5 IIA WAMRHOUSE ROAD,BOURNE,MA W 2 Residential&'Commercial Architecture LF—' Ph-(SOB)759-9828 F.(509)759-9802 OWIROT PERSON GREOONI'SIBOOMAN FARRNMR EAST COAST COMMERCIAL CONSTRUCTION W8 WEST CENTER STREET W BRIDGEWATM MASSACHUSETTS Pnm.I-)4 Il- Fm(SOB)427-NN FROM CAPE CODDER RESORT &SPA e 2 12251YANNOUGH ROAD HYANNIS,MASSACHUSETTS w .+ D ID'.tD'w A, N PHASE 1 HOTEL UNITS I , DN s PT Pr 2 OOPBRWT RITCIRN HW05 RC-CIRCUATION PT Pr 2 ❑ pr + B E R e A.+ Bw.D1.Ee Dw- Reel, 1 I Hc. , � NuEwa MA vl�JbA eI id:ISWIEWUEfU in��(Nilp X5a6W Fu 1�xwmM PI ❑ 11F, BEMWeFrtEponigan ..mapemhEw 1 76 e Fr � e lff t Fr � W 1 e 76 + eI NOTE eFr + 1 e 76 Pf e + + ISSUED FOR PERMIT P T6 Pr + Fr � "ailaurwHc nnc � � Pr PT FLOOR Pr ' PLAN Pr o REVISIONS LIEe � ND MTE DlBarrllw TEF �N e e e N OFM4S ' STEVEN A. N Pr Pr KARAN ff HANICAL 0.34., N0 07-034 /STEPS 03-11-08 P P ONAL THIRD FLOOR PLAN d wAvw"ARRR 3/32" FF__ M1 . 2 - - _ - RESCOM - Architectural, Inc. P.O.BOX 157 MONUMENT BEACH,MA 025M 11B IYATERHOUSE ROAD,BOURNE,MA NW2 Residential&'Commercial Architecture F%..(508)759-9828 F.(508)759-9802 O]NZAOT PERSON GREGORY SIROONIAN OXTRAC1[R EAST COAST COMMERCIAL CONSTRUCTION 0BR-C WEST CENTER STREET HEST BWR4EWATER MA— ft..(508){27-81W F.(SOB){27-B800 PRO= CAPE CODDER RESORT tr.11 &SPA ELEVATOR NOSE Y RELI RIU ATpNNf/BADE 1 1225 IYANNOUGH ROAD SEE HYANNIS,MASSACHUSETTS ON ORAW1NG 24'v2{'ELEVATOR VENT C/W ZED OAPER[EML 10"10'000 Ea ON ROOF a EN TO PHASE 1 HOTEL UNITS ELEVATOR'w 9Nm v16'ON ROOM ON lOM RELOCATED E1t611NG BATHROOM D(H FIN EaP1mwT O B I EAR Bwcowc ENGINFfAIN4 Rtsw.Aus.1 Nc. sun,-4y A v.-A— xn�n m:(Sa1Ts E. TR:lu� Fa(AA)0a1m F. (aI)OSJWI MRyeOsyNngnn O Q O wm ISSUED FOR PERMIT mac mE O O O O ROOF PLAN ELVATOR H06f WAY REll6 PgfnVSTATn%9O'SEE DMfOUM PENIIpUSE SEE PENTHOUSE Wmi`.�` %LPERBFm. REVISIONS 0 z w DEwlrnaN O ® 2 m ®m RN ,E9 EN�) c���P�SH OFA.9 BATH gssc m m m O O STEVEN A. 9 c: KARAN m. E' HANICAL -' A 9 .34989 y PROW K 07-034 OF WE 03-11-08 ROOF PLAN ! oAWW6 Mwm 3/32' 1--0' -- ml . 3 RESCOM Architectural, Inc. P.O.BOX 157 MONUMENT BEACH,MA 02 118 WATERHOUSE ROAD,BOURNE,MA 02532 Residential&'Commercial Architecture Pha (508)759-9828 Fax(508)759-9802 OONTAOT PERSON GREOORY SIRCONIAN COINRACTBI EAST COAST WD sHY1 BE 9,11010 FROM SHEET METAL SaFEWs COMMERCIAL CONSTRUCTION COUNG ABOVE WITH THREADED TOP a BOTTOM! STIFF$; 3B9-G WEST CENTER STREET RODS.NUTS,BOLTS.CLNIPS,a WEST BRIDGE ATM MASSACHDSETTS VIBRATION EOLATIDU NNIGERS 1.TOTAL LOUVER FREE AREA TO BE A MINIMUM OF 1 SQUARE F00T. Phma(508)aD-8400 2.TOTAL GLASS AREA TO BE A MINIMUM OF 2 SQUARE FEET. F.A(SOB)427-68W 3.MOTORIZED DAMPER SHALL OPEN UNDER EACH OF THE FOLLOWING CIRCUMSTANCES: A) ADJUSTABLE T-STAT SENSES A TEMPERATURE OF PAOEa N NO MORE THAN 9CF. B) BY A BUILDING FIRE ALARM SYSTEM. CAPE CODDER RESORT NR IILE- I N C) IN THE EVENT OF A POWER FAILURE &SPA TOP NEW GLASS SECTION 1225 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS LOUVER SECTION LOUVER SECTION TRANSITION(M.) AIR FOIL OOUBIE THICKNESS FLEX CONNECTION(M.) TURNING VANES PHASE 1 HOTEL UNITS "RE EXHAUST FAN Hm. GLASS SECTION LOPwBWT PROVIDE CD VANES N Al RO DUCT/BONS LOUVER SECTION TIMES A CFRRf81NE RNNI15 LESS THEN 1/2 TIMES THE DUCT MDTH LOUVER SECTION \ GLASS SECTION IN—LINE EXHAUST FAN DETAIL TYPICAL 90 DUCT ELBOW DETAL TANCHOR O FASTEN)S NO snit ND scuE .°M.M. CONN.WOH WAD AMESNE AND DRAW BYO TYPE QAIP 36• MAN DUCT ROOF 44 ASPHALT IYPI8B2U1ED 1b-RBBED METAL 2'FIBERGLASS BRAD B E R BUILDING PAPER By LATH BY THIS TRADE Br THE TRADE I ANOTHER TRADE (F REDUIR") U�aou�ExGweEatu Hesoi iisAl . JND DU OPENFLEXIBLE SAES SEE ."R ELEVATOR NO ENO DUCT ON rn Fl=tiel uamw5 IwT.1 �ejwi)�i5m I6 SHAFT T TO ELEVATOR HOISTWAY. I..(aMl txwmi Fu.(all AlS+rue Fx•tHti.r STATIONARY BLADE LOWERED PENTHOUSE MANUFACTURED BY BUCKLEY, SAID ROOFING CONSTRUCTION FEATURES: FRAME: HEAW GAUGE 6063T5 EXTRUDED ALUMINUM 4•DEEP,0.081 THICKNESS. BLADE: •X. STYLE 6063T5 EXTRUDED ALUMINUM TONG 0.081 THICKNESS POSTIONED AT 45' ROOF 9M , . . SCREEN: BIRDSCREEN(.OS z 3/4 FUITENEO EXPPNDED ALUMINUM 2(4' 2•FlBERQA4 BOAR 2Tf4'NAWNG FOR ALL ROUND DUCT WOW MEMBERS BY THE TRADE MEMBERS B/ SZES SEE R.W •METHANE•MODEL TAD' 8'-0'O.C. ANOTHER TRADE SPN-IN FITTING WITH BY i1M5 TRADE QUADRANT OPERATED ROUND VOLuME nLPER NOTE DETAIL OF INSULATED DUCTS ON ROOF ROUND BRANCH DUCT TAKE—OFF DETAIL ELEVATOR ROOF VENT DETAIL NO SCALE RO saYE NO SCNE ISSUED FOR PERMIT PETANING ANG M UNK 1W REPLACEABLE FUSIBLE Y DqN-CWM GAY.STEEL 9.10ES SECURE ANGLES ro UNK 1BG f(71.1'C) ro DUCT(TmJ W/WIEIa00(NO JOINTS � Y.NOT FIRE wA1 BLADE a LINK CLINCH DTMWNG nnE FIRE OWPER W/NSXWE LAIN a MOUNTING SLEEVE MKA.L BE R CONTRACTOR 10 GA 4 SD FlRE D.) DAMPER To BE our w FORT BE RESWPON OF 10P OF{LOUR STAB SLEEK:4 STIES((YP.) AR STREAM, W- + MECHANICAL - BIRD SCREEN ROOF OPUNNG SAES AND ""D°IDIT FORT G.C. DETAILS 1/4'CLFAPaNCE e ALL AROUND FAN SORT MN. e AP m B MN.ORAS REVISIONS - _ TD UWDER9W PER SPECFIGIIDN _ - MOP BARE OF FAN CURB nP NO DATE C6pii1011 -- RNEIED ro Fu9ARG FINISHED ROOF _ ^ _ FIRE GAI BY ROOFER FRAME BU DE LOCK Nm ACCESS PANEL ROOF 1'TYP.NN AL MOUND SEE SPEC TONS TOR EASY ACCESS BAdOWFT OR CONTROL FOR TYPE OF CONS. ro 01MPER DICIMON( pWPFR(gO SCH.AND TKILT NXiE TO ODUT a FOR 1/8•CUDWANCE ILL MSC STEEL FAILED �) ro SLEEVE a FLOOR 1 1/2�LI I/zY10 n W SLEEVE a OAYPER HUM WILLS SNUG TO FLOOR GAWE. AROUND,BEIWFIN OPNG.BY G.c. a COUVI AL ARCtmo wA1 a SLEET£ STAINESE SREL NY.AoR CLOSURE SPRING ACCESS DOOR DUCT (BOTH SIDES W FLOOR) TYPICAL FIRE DAMPER DETAIL FOR VERTICAL AIR FLOW FIRE DAMPER DETFUL ROOF—MOUNTED EXHAUST FAN NO SCALE NO SCYE NO SCALE aS�P�j N(-'`A9ggs9c STEVEN A. % ND 07-034 RAN 7mE 9 ANICAI_ 03-1 1-08 34939 ONAIL ENU M2 . 0 LEGEND R E S C O M •UOUNTMG HEIGHTS SIVLL BE AS WENCATED UNLESS SHOWN OTHERWISE ON ELECTRICAL ORAWNOS OR MppERUMl ELfVATON$ Architectural, Inc. 11.1;I.IBOS WY NOT BE SHOWN ON PANS P.O BOX TS UMENT BEACH,NA 02553 RACEWAYS AND WIRING FIRE ALARM SYSTEM MECHANICAL EQUIPMENT ABBREVIATIONS LIGHTING FEATURE SCHEDULE IID WAERHOUSE ROAD.BOURNE.NA 02500 TAG ABBREVIATIONS 11PE 0E ""0M Y"RW ""R wps REMARNS ResiderE tic)&Comm ercici SINCE PHASE NOWRUNS 70 PANEIBONO.'Pi OIOTES PANEL•I,J.S' � LLMAIAL PALL$TAIOX MOIpRREO 48'NF A AMPERES GiMOG NUMBER NIIII&R TYPE VOLIs 'MlTS P4-1,J.5 DENIES ORGXi NWBERS,L(3)Ig IP CNCUTSJ EMBER OF SVSH HARKS u Architecture DENOTES NUMBEfl OF RI2RNG CONDULiCRS IN 4NNIIM 3/4 C.NO SCASH1 (B ALARO/NSGL ALARM MD NTED SO•NF.'M'DENOTES MINI-UNIT M AECOI FINISHED FLOdI A 6'RECESSED C7WACi CAPRI MARKS INDICATE 2J12 h 1012G-3/4'C UNLESS INKXKAtED OTHERWISE � C,Pn.._�DENOTES UNAPMENi TYPE FLUORESCENT OdMILK:HI CN6-FT26/32/42-U-H65 NSVIL ONLY UNIT NOMTED 80'NF. 2 DENIES UNIT NUMBER AEG ABOVE FINISHED GARROTE In 32 PNme(508)759-9828 fax(SOB)759-9803 P4-2 -TT-PALE HCWERUN TO PANEWCARO.'Pi DENGL5 PANEL.'2'DENOTES O'W1AO1 PERSON GREGORY SIROONIAN CIRCUIT NUMBER,20 MP 3 POLE C/8.NUMBER N SLASH LLWKS DENOTES I® PHOTOELECTRIC SMOKE DETECTOR:'I'DENOTES ONIZAPO"SAWNE DETECTOR AC AMPLER[INTERRUPTING CAPACITY B OECORATNE COMPACT FIXTURE 10 BE SELECTED 2 ITT Pl In T3 20/3 NUMBER OF#12AWL CONDUCTORS IN IANA M 3/4•C. l SINGLE STAiON T2W SMOKE DETECTOR WIN W GENTRY BACK-LIP ACC AM-COOLED CONDENSER ARCH ARCH ARCHITECT FLUORESCENT MU.SCONCE III ARCHITECT NI AN AIR IWiDIER 1,GREEN GROUND CONDUCTOR NOT INDICATED WE SHALL BE INCLUDED IN EACH L® I2 CARRION ONOXKKWINON M DETECTOR W DV BATTEN!BACK-UP Ais AUi TIC TRANSFER SWITCH 4'-0•RdRE USCEM (MY-W" CONDUCTOR RACEWAY SIZE SHALL BE II2 UNLESS INDICATED ONERAYSE, B MEER C STRIP FIXTURE T232-UN-I/2EB 2 12W Na 120 32 —E— 2010 10L EMERGENCY ONLY WRING � 6XTEM 64DN OERCIdR WIN SOMBER B•SE X CHItLER AND ANERICAV WE GAUGE EAST COAST OkIEM —P— PRIMARY cORWN DUCT BANI ® 135' INCH IEWERA HEAL DETECTOR. CUR CABINET UNIT HEATER C CO OUr D 8•XLD.IXTEROR WIN70ED17MH5PL-FL-RI20- I 70W W 120 70 COMMERCIAL.CONSTRUCTOR 1A0 90"INdGAIEs TRUEGF F FIXED IEWERATURE Ci. LVIIRCNT TRANSfOR1IER DONACHi 120/I71 389-G"EST CENTER STREET —5— SECOONO comm DUCE BANK SPRINKLER INNER SWITCH® N THE X5TN1E0 BY THE FIRE EBB EUTECTIC BASEBOARD WEST BRIDGEwATER,4ASSACIWBETTS PROTECTION SUBCONTRACTOR WIRED fUC10N,WIRED BY iM ELECTRICAL-SUBCONTRACTOR CKT CpRCdI LEI EXIT SNRR WITH CM UDEN PROMOTE SINGLE IT DOUBLE PALM,(SOB)AN-6400 —i— TELEPHONE SERVIG CCNDUE DUCT BANx FF EXHAUST FAN ® BATTERY BACK-UP C%Xl-ZEN, - LLD. Y20/277 ].5 FACE,WITH OR WRNDEE -CAN-CABLE TELEVISION CONCEIT DUCT BANK ® SPRINKLER WATER FLOW SWITCH FUNNSNED AND MRICAL S DE THE FIRE CU COPPER ARROWS,PER PINTS FIv(508)427-6600 PROICLMIN SUBCOMMCiOR,WIRED BY THE ELECTRICAL SUBLa1ifULTOR. EN EXHAUST HOOD DWG DMWMS LIGHTING FIXTURES ® MAGNETIC DOOR HEAD OPEN DEVICE CWHH ELECTRIC WE HEATER E ANKI ON EMERGENCY CIRCUIT A RQ FIRE ALANA MA6ER Box « FAN cat LIGHTING FIXTURE NOTES: Protcl FLUORESCEIN U]ITMG FIXTURE CERTNG OR RECESSED 40UwTED.'A'DENOTES cc ELECTRICAL CONTRACTOR 1.PRINCE ACCESSORIES TURD NWNIING HARDWARE FOR ALL FIXTURE. 2w FIXTURE TYPE,'2•DENOTES CIRCUIT W NDER.'a DENOTES SNITCH CONTROL -� DUCT MOUNTED SNAKE DCECTON1 WITH SAAWLING TUBE NP HIAt PEW EM EMERGENCY CAPE CODDER RESORT O z COLORS SHuli BE SELECTED BY IJRCNIIECT. LXNt FIXTURE WIRED i0 CONSTINi-ON OR NORY4 EMERGENCY CIRCUIT REMOTE REST LABELED FOR DUCT SLOKC DETECTOR WIM MW MAKE-UP AIR UNIT &SPA ® NMIEPAE VBEIED ACCORDINGLY ETD EXISTING i0 BE OMWSHED 1 COORDINATE EXACT LOCATION WIN ARCNIECT PNOR t0 ROUGH-IN. I� FLDCRESCENT RARE WAP 9.OR WDUSERWL STRIP P PUMP ETR EXISTING TO RENNN 4,ALL COMPACT FLUORESCENT BALLASTS SHALL BE ELECTRONIC TYPE. 12251YANNOUGH ROAD ® REMOTE NaflLH INDGTpR HYANNIS,MASSACHUSETTS O LIGHTING FIXTURE E COMPACT FLUORESCENT RECESSED OR SURFACE MOUNTED RTU RODE TOP UINi 5.ALL FLUORESCENT LWPS SHALE BE]SOUK. LIGHTING FDODRE ® RILE AWtM CONTROL PANEL DILL EIDsrIO t0 BE RELOCATED UN DIET HEATER ETRP EXISTING TD BE REPLACED rqQ WALL MOUNTED UGIIIMG HOURE FM FIRE AVANT REMOTE NENUNCNiat VAV VARMDIE NR WX.UTAE BOX L� WALL WASH OR DIRECTIONAL LIGHTING FIXTURE ® aNM1ESVBLE CONTROL NODULE WH ELECTRIC WATER HEATER C GROUND BRANCH CIRCUIT WIRING NOTES: PHASE 1 HOTEL UNITS m CEILING MOUNTED ILLUMINATED EXIT SIGN,ARROWS AS INDICATED ON DMWNKS ® ADDRESS40LE MONITUR NODULE GC GENEm CONTRACTOR I.WING S SHOWN ON CRAVINGS ONLY FOR SPECIFIC ROUTES OR SPECML CONOIIIONS I$ WALL MOUNTED ILLUMINATED EXIT SON-FMgNG INDICATES FACE PLATE(S) Im EXTENOR FINE AEMM BEAT. GET GROUND FAULT NTERRUPIER 2.IN C AND LONDUT SHALL.BE REOIRED BETWEEN ALL DEFECTS NCIC11E0 EWRGENCY BATTERY UNIT ® KNO%Box HA1C HCATINC,VENTILAIIOH,AIR WIPE CIRCUIT NUWERS AND PANEL DESKWWkUOWS. aPrNwT CONOITKNING CONTRACTOR J.ALL SWITCH CONTRGLS SHALL BE PROACED WITH WWAVG AND CdidxT AS L� WAGE EMERGENCY ONLY LIGHT HEMS-SINGLE OR DOUBLE AS SHOWN POWER DISTRIBUTION EQUIPMENT G ISWTED GROUND REO R D W I 4 WEARIER PROOF ENEflFENCY DAILY LIGHT FIXIWE .ALTHOUGH ALL BRANCH ORCUIT WAND AND CDNEW IS NOT SHOWN,IT 5 - I�fl POE MOWED SITE COMING FIXTURE ® SIN OBUTON PLANET KCNIL ONE THOUSAND CIRCULARMLS THE ITEM IN THESE DOCLWNis THAT A CONFUSE BRANCH CIRCUIT DURING ShTEM BE INSTALLED. PANEUN'NRO.sUR".1_.`ED M'A KILIMT-AWERES 5,A GREEN GRODHONG CONDUCTOR SHALL BE RUN WIN NL GROUTS.VERIFY c«. 3.2 TRACK LICHMRG AND HEADS,LENGTH OF TRACK AND qNN ITY OF HEADS KW IOIOWAEs CON OU NOI SIZE O TO ENSURE N CAN ACCANMOCATE ALL. HAS PE,NEUTRAL AND AS SHOWN ON FLOOR PANS '— PANCLBG H M RO,FLUSH TOGGLE SWITCHES ("OWED 46•ME) /O JUNICTgN BOX SIZED PER NEC ASR MVN CIRCUP BREV(ER 6.ALL ARC FAULT GRCUITS IN ALL LMNS UNITS SHALL BE PRONGED WITH A SEPARATE NEUTRAL PER CIRCUIT. SINGE POE TOGGLE STITCH'A'DENOTES FIXTL E CONTROL 2`1 "OTCWK-2-DENOTES HORSEPOWER MLO 4W TUGS myaN a DENOTES INTEGRAL OCCUPANCY SENSOR, B E R ® WGNEIC ACTOR STARTER HARM FNCLOSUE,NNIMUM SIZE NEW NEC HM11pH14L EIECiRMAL CODE SJ THREE WAY TOGGLE SWITCH Nl NOON LIGHT B11110NG ENr.IXTJ:RNR AdnWcrs 1 rvC. 4AWYL NOtCR STARTER WIN TKRWA OVERLOPD.'P'DENOTES PLOT UCM _ vain Arme 54 FOUR WAY TOGGLE SWITCH 70/J �.Jam.14 NON-FUSED DISCONNECT SWITCH:•30/3'DENOTES W AN/3 POE SWITCH TUTS Wi TO SCALE 6'-6'OR LEAK I. III+Ts_we' SK KEY OPERATED SWITCH I PHASE FUSED DISCONNECT i SWITCH:'30/20/3•CENI)Es JO AW/J POLE SWITCH, Inurlm SINCE POLE TOGGLE SWITCH WITH PLOT LIGHT 30/20/3 20 AMP Fusrs v -_ - --- ----�- sP - ppII POLE CDL PE so INCANDESCENT DNYEA SWITCH.1000 WAR DORMER MNNOI ICI STARTNERT SWITCH NA AND FUSEAS REND FUSED OSCONNECT SWITCH.SIZE OF PC PLUMBING CONTRACTOR UGHRMC� yy PENDWHERE ANT CEILING NO NTED OCCUPANCY SENSOR VaDMG CONTROL.RESTER TO IGNTMG P.0 POL1VNhL CIE , FIRE MAR"ALONE/—DJ •`^•- EXCEEDS W-6'WE ® T2 DRY-RAPE DISTRIBUTION TRNSFORUER:WERE TO TRANYOR4ER SCHEDULE „SOUL DE`ACE I . PLANS FOR EXACT CATALOG NUMBER FOR TANNINGS S! SHUNT TRIP E wru PHONE I RECEPTACLES( Ejp1Ec1UA"P°fttAFIA INOHGrEO Kt2 •K'FACTOR DRY TYPE TRANSFatYER.•2'DENORS SILL REFER t0 k' 'Et. TELEPHONE FIRE FUMY WNUAL—mQ N4-1 . FACTOR DRY TYPE TRANSfORMCR SCHEDULE IS 2 DUPLEX RECEPTACLE.•2'DENOTES CIRCUIT EMBER, A® AUTO"ATC TRANSFER SWITCH V HALT PULL SUION �• •CFI'DENOTES GROUND FAULT CREDIT INTERRUPTER GAIT ipWP TYPE DEVICE,W DENOTES ISGIATED GROUND TYPE lRANSIENi YMTKF SURGE SUPPRESSOR w WATT Lon SWITCH E 5/• DuIlOD TP'DENOTES WEATHER PROOF LO+ER ® I11 M' RXNIw © PAD MOUNTED TRANYDRIAER EL/DATA WHET III���111'''IIF33S YN.4Y W DEP EX RECEPTACLE WUNTED 6'M N OUN ER TOP OR WP WEATHERPROOF 'I OR 66 ABC NE AS MDK RED ON ARCMTELTURN.PLIES %FEAR TRANSFORWR 13' COUNTER 1. # DOUALE DUPLEX RECEPTACLE MOUMiD 6'LAMS COUNTER TOP MISCELLANEOUS - I FLASHED Soon —T' NDrz OR AN INDCATED ON THE ARCHITECTURAL PLANS DOUBLE DUPLEX RECEPTACLE ...�����... RWCENCH BOX WITH FLEXIBLE CONNECTION i0 EQUIPMENT 1mNuisiN1 DEVOTES ON ONE COMMON YERDGX[EMFRIIK. fp WPUEX RECEPTACLE ONE HALF SWITCH CONTROLLED Y EXHAUST IAW 21 .NSrALL DEVCCS AT THIS HEIGHT WIIENTICA APPLICABLE. ISSUED FOR PERMIT qp� Gfl DUPLEX RECEPTACLE FOR ELECTRIC WATER COOLER ® CONFREA PANEL ®A SPECIAL�PURLE�EDREaPTACLE.•A•DENOTES TYPE,SEE SPECIAL PURPOSE ® PULL BOX-SIZED PER NEC FOR CONDUITS ENTERING AND LG„Nc DETAIL OF TYPICAL DEVICE MOUNTING HEIGHT EC S TUTS 12 FMTORT'WIRED,FEUD ASSEADEO UL LISTED,MUDOULEi ASSEMBLY'12' 1 CABLE EIEASION OUTLET,WALL MOUNTED DENOTES SINGLE RECEPTACLES MOUNTED ON 12'CENTERS PUSNBURON AND PATE,YIP'DENOTES WEATHERPROOF CRAWNC TILE m� FIELD DANCES WNW,DIE L p°•OF 4ULlOUTIEE ASSEUNLT,DEMYLIlY AND ME6/Q BUZZER/BCU_LOW VOLTACE ELECTRICAL T SINGLE RECEPTACLE © LOW VEATAGE tMNSFpnMER, q?I TANNER RESISTANT a1PLEx RECEPIM.EE 4 aS�HMTYP STATION��AOT ER LEGEND, NOTES, 1F O VF y SURFACE N Dot RELY EACC'I ASAS"IINgaTEo°"MORAY"ION DATA NR° ® PHDTo-c°L AND FIXTURE TELECOMMUNICATIONS (MoUWFU a-AFF) ® TNEaDG SCHEDULE TELEPHONE OUTLET ® XEYPAD REVISIONS ♦W TELEPHONE OUTLET"DENTED STAFF It TELEPHONE OUTLET FLOOR MOUNTED NO D "'N" ♦P TELEPHONE OUTLET,PAYPHONE v COMPUTER SYSTEM OUNET Q COIPUTER SYSIEM OUTLET,FLOOR MOUTEO V CONAIMTIDR ITICPHO"E/GTA OUTLET NOTE: COUGuE GANG BACK BOX WITH SINGLE GANG REDUCER 3/4-CONEUT AND PRLSTRING STUBBED OUT ABOVE ACCESSIBLE CUMG. OFA� 4 MAR 07-034 CR�"1 De a Isw - U CV 1 AWN III XX CNECIED DRAWING NAMER �_S/pNpL E1 . 0 RESCOM Architectural, Inc. P.O.BOX 16 UMEMT BE A 02— 118 WATER D—ROAD,BOURNE.MA 02512 Residen tiol&Commercial Architecture Pxme 08)Li---- TAT 2PER9 8 F°X(508)OONIAN02 j CQViAOI PERSCN ONEOOTY SIR00NlAN I JT - 'I Do 0° D° DO De D. EAST COAST `-i COMMERCIAL CONSTRUCTION D° 0 t ]_G K 7 CERTER STREET R _T BRO—AIR.MASSAGN)SETTS I - � Pnone(508)a2>6400 Fay(SOB)42J 6600 NOW CAPE CODDER RESORT &SPA ®'Lg A. AO - HYANN S MASSACHUSETTS ® PHASE 1 HOTEL UNITS ormaE _ r 0 e I I P°cvv 1 - r17 B E R' Bu—ETnmc Rca�u4a vi.I wae.`u se IY p _ Tu 1m�ii�i12. •✓DII+Ifiem UU AL a'11R�luwais 1 xFA[xBlE�exms�m I I � Ep VIE I I _ ISSUED FOR PERMIT I � I 1 _ I — I NAww(;MILE FIRST FLOOR Ul I PLAN -- - ® _ e - ® REVISIONS J� BATE sa c - _. o 1 o g° - I � � II — y oA° Ra ° °e -- OF® IAtiq 8 i I MARC m P E -- —, — EL 3 CAL L------J L------i P xD. 07-034 03-1 1—08 I FIRST FLOOR PLAN %Aw — I I E1 . 1 O O P 4f p LL - -- - - ---� RESCOM Architectural, Inc: v.o.Box—MONUMENT 6EAm,MA.—, 118—E—N ROAD,BWRNE,MA 02532 Residen tiol&Commercial Architecture Phone(5D8)759-9828 Fox(508)759-9802 gaY7A0T iERSCW ORE(A7AY SIAOaNIAN fl 1 I " 0 nKtat u - EAST COAST COMMERCIAL CONSTRUCTION NEST B-aC ATER,RMA SAECHUSETIS Pnone(506)427-6400 N For(508)427-6600 A I PRO.EC7 AP, ®A " ^' "� CAPE CODDER RESORT -0 AI &SPA n HYANN S,MASSACHU ETTS I � PHASE 1 HOTEL UNITS � _ III 7 i ® BJE R ' � � --- - Btmmrv6 ErvrmEERnc R6KA c6.I yr nn aouyf6n _ uNl vas � � - A,rMA•w�w rl JEL7 I T- — -_- -I f NOR I ISSUED FOR PERMIT f ID oRAvm+c nrL[ -_ SECOND FLOOR PLAN I -- 9A A ° Ab Ba `_ H OF ELE T Cr LLo _ L------J L------J I I - G/s - - - - �ONALEh rs E 07 034 ®  OAIE OF03-11-08 I — _ SECOND FLOOR PLAN ---:--1-- ® _- -- —_--_ .. 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REVISIONS BAR C66pWIIw I _ I ° ° n P 1 < I ENN I�A OF MA mt EC R v+ -- .O 07-034 �I alss3[--—03-1 1-Oh -- l AAMI1M1 BY. n CKOKED THIRD FLOOR PLAN - -� ` I F -- - _- -- - DRAW WAKR n 3/32' t'-O' E1 . 3 -- - - -- r R E S C O M i Architectural, Inc.!. P.O. 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O ROOM)COORDINATE DAcr LOCADOR.."u WiM, U3-1 1-08 ®11 _ 0P6L ®®L �p 12n� I 3 PRT NOE RECEPTAQ1 W TIPPER TO SERVE ApCoWAK/ A 'ME L —1P-- O rcFl —- 11 PRCNIDE CONNECTION TO CAS FIRE PUCE AS sR3nx r x c 6 c -- - o -w-20 MIOB-2 l O CEdNtCO IT �110 3j L PROVIDE CONNECTION TO WRP_N)L rile AS REORARM MIOx4 IM105-3 i_� 10 M1De-16 (1MIP) _ III_..- I O dEl'MNG MAKER ' (ISArP Ord) 41J � -- �L1alxP CFG) pfl (2MIP) GENERK NOTES: �- � -� 1 iMIP MIpB-1e (ISgtP KC) ' I,ALL 15A AHO 10A IzSV CWCaiS SERNNL ARFIS OTHER _ 136 L4 is T4 iI2 if V _ I, - r1tM1 BA"' P A KCIrET D PER (INC ABET 514010E OE1ECidis) El 5 -- - - - - -.- Ala 1 BC CI PROLE 0 R NEC MIICI 2,-I z.Au rM IP aRMiw aRauTs"rwx MARTNEM ulms sHRE CON55T OF 2111,11.TYPE NN CABLE.Ill 2M,IP BPARCN • I CW ES"THIN Mr.airs 9BE1 CONSIST Of 2011,(IIG UNIT #102 ENLARGED PART PLAN (UNIT #104 SIMILAR) UNIT #108 ENLARGED PART PLAN (UNIT #110 SIMILAR) LOWER LEVEL PART PLAN `VE NM CADIE. SCALE: 1/4". 1'-0' SCALE: 1/4'. 1'-0' SCALE:3/32"z 1'-0" a EDDROWE EKACT LOCATIONS of KE DONE EWERS, T. ARCHIIEC,PRIER TO ROUGH_A, RESCOM Architectural, Inc. 'IO.BOA 157 MONUMEIT BEACH.MA 03558 B WATERHOUSE ROAD.-NE.MA G2W2 I Residen tiol&Commerciol Architecture III—(5D8)759-9828 F9A(50B)759-9802 CCWTA(27 PERSON GREGORY SIRCONIAN rCONWGCIOR EAST COAST COMMERCIAL CONSTRUCTION SB9-G MST CENTER STREET MST BRIDGEWATER.MASSACHUSETTS one(508)427-64Oo Fey(SOB)127-6600 PRMCI CAPE CODDER RESORT &SPA 1225 IYANNOUGH ROAD HYANNIS,MASSACHUSETTS PHASE 1 HOTEL UNITS I l cLVYeIERi I B EJR BtTuuxn BrvmnT[am6 RIsmIAc¢Int. vm��Je:e rtl orolA tlF]ILRuxaq.nin R FLOOR HOT SlP LOOP/� 21n FLOgt�_ _ ISSUED FOR PERMIT .SINE 7 NEMWK � CONNECTION TO LtlSTINC FN:P LOCATED AT OFFICE AREA BEHIRD FXP IWN HOTEL LODBY DESK fACP DRAW ORE ® "CP" ` ---J FIRE ALARM 120✓ j SYSTEM RISER �NDN HOTS/6 W.iED CRIPNIC LNP ISI FLOOR_ DIAGRAM AND SEE NOTE . C NOUR BREAKER. NOTES REVISIONS HE DATE DE6G.TGN TO AOORIONLA p SEE NOTE I8 SlP LOOP IT DEVICE(TYPEAI) BASEMENT 500/600 WINC B Rp.WNX10 MSHNG NEW ABO`KW ww. fBRF NARM RYRFY NOTES 'II T ALL WIRING SHALL BE CLASS'A-PER WNIEIETURER's FIRE ALARM SYSTEM RISER DIAGRAM RLLONRK H SCALE:NONE 2 REFER TO FLOOR P INS FOR EXACT OLAI(HRES AND LOCATONS OF AL DEOTas. S.AL FIFE NARY WORT(SHALL BE PERFORMED M ACCORDANCE WITH THE YDST RECEW EOIION OF N1 STATE,LOCAL HFPA Y�L/'�r AND LOGO FIRE DEPARTMENT CODES ANO RECULATXNIS.FIRE �ln V` NARY SMN SMALL NIE LL COMPLY WRH THE RICWS WITH 1 �T e Owt"Es AEF(A)A). A CONTRACFOR SHALL COIXO H Al WORK WITH THE SUPER- H EWENi OF FHE HARMS OF THE LOCAL OEPARTMEW. 5.PROWOE EKipiMXi KEY REPOSIFORY BOX PER THE REWIREYEMFS O MAR OF THE LOCAL FIRE OEPT. _ 6.PROADC A FRMIEp,NON-ILLUYNITED LRAPHO MOP OF THE O P� • 07-034 MILE. I LE.FLOOR PWI.—P.LOCATE)$OF ALL XL Es. V EW MM AFCLH IND NOWNCIATURE SHALE SE OPPRO+D - -..__. THE LOCAL FIRE CEPT. O. DATE OF 03—1 1—08 -- I ALL NEW DEVICES SHALL HATCH U611 C SYSTEM MANUFACTURER -..-.- RHO BE IOOR COMPATIBLE. A A A Y:..v. N Y.. n 8.PRGADE MDIWIOR ANO COWROL MODULES FOR AUEO4ATIC <l RECALL OF NEW ELEVATOR.PROADE BIRK TO ELEVATOR CONTROLLER AS NECESSARY.COORDINATE NL WORK WITH � AL KWER —? ELEVATOR C HRACTOR. El .6 pM1 s PLUMBING LEGEND , .�.� �w� °� Y I m°m RESCOM R1*am Ram DIN W. 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