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HomeMy WebLinkAboutBLD-19-5025-- 9= - FxLr.n IINS JP X it E%6LSY FL -199i- _ oR9o0SF M1 - .. AFTHL - PYYuSE SFO- III TETT H:1 A o -i OF FROuLc LIFEM FAIF "H Nil! LET A RIv TVE L'LCATIONS OF ILL LT :1[S AND ALT 9 INN VA OUTLETS TIO F_ (CA',RCF NTAJ'NG AN:. I ...... 17CE, 3,- SIP-S,—ILLI GARBAGE DISPOSER IS NOT AL OWED FRCPOSED 9_U'':00M DWEL-IO - DESIGN LOW4 BEDROOMS ®1 10 GPD = 440 GPD JOSE A 440 OPC FESSN FLOW SEPTIC TANK 440 GPD (2) = 90 LEE A 1500 GAL SEPTIC TANK I LACAING DEC 2`�3 + 12_83) 2_( ) 139 GPD BOTTOM 335 1283 24a 318 GPD l AL: _ - 615 S F 455 Grr^D LEE (3) 500 GA LEACHING _I VEERS (ACME OR EAFAI) IIH 4STEENz AT AROUND SYSTEM PROFILE PROVIDE MIN. 20' DAM. WATERTGM , FT TO SUNF, ACCESS COVERS TO WRryIN 6C OF ON. GRACE p" p1Ay7ONE OR GEORXII!£ BSER KABRIC OVER NICHE �00 CAL 11-10 UTC LANE ALL SYSTEM CDMPDNENIN SHALL BE MARKED WITH MAGNETIC TAPE DR COMPARABLE MEANS 'OR FUTURE LOCATION. CONCRETE CORERS m WITHIN J" GIALF 'x SLOPE REQUIRED VVER ARRATEM F-THIC 0 PEACE (� RE ROSES COMPONENIN 1 NOTES 1 :ATJA IS NASLGQ 2 MUwCPAL WATER IS FASTED J MINIMUM PIPE PITCH TO BE 1/8' PER FOOT. 4, DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AA910 H 3 5. PIPE JONES TO BE MADE WATERTIGHT, DA_ S CONS-RUCIIGN DETAILS TO BE IN ACCORDANCE YIN 310 CMR 1! CAN (FILE S) f WATERILi DBC%``PE9gC'IBE3F3'q�y p PIIS PVN IS FOR PROPOSED `WDP.K ONLY AND NOT TO Av ^+°-1 FOR LEYLNE S ������C]�®� _F BE USED FOR LOT LINE STALKING OR ANY OTHER $1.4] t.l .lu ° - PURPOSE B. PIPE FOP SEPTIC SYSTEM 10 SEH. 40,4" PKC. 503 DAL IFPC CHAMBER HB R BY 4L ACNE IE.AT' OR EQJ 3/TC /z Ew EO STONE MIN. (3)UNITS R -CU AEF 3- LL OFFEND PRECAT STRUCTURES 9 COMPONENTS poi TO EE OACKFlLL C OR LONG AILED 6" CRUSHED MINE OR MECHANICAL CEERp C ENE Y..O CL'SDE OF STONE 3,50 % tz DT WITHOUT NPE.TICH BY BOARD G HL LTX AND COMPACTION. (15.221 L2]) -K PTPUISSON OBTAINED FROM BOARD OF HEALTH, IS CONFSMTOR SHALL PE RESPONABL: FOR CALLN'G D'CSAFf' '1 EP -- A ROI�D DATE (2.SR SLOPE) —'-- ME BOARD OF HEALTH FOUNDATION-- 15' — SEPTIC TANK EL6-w SLOPE ) (.LxsmPE) — 20'LEACHING —D' BOX-- 12' - FACILITY e B4 7233) AMID ARIFYING ED LOCATION OE ALL FSERGROPED G OVERLAP VENDEE HOF U01TOM T PRIGS 0 LOIA ENCEMEJT LF WORRY NC -RoiJo'AreR fO.10 �_ ANY UYRJIl BLE M 'ER.A'I FNCOU TIRED STALL BE R: 0 ED PEN ATH AND 5 AROUND PIE PROPOSED LEACHING FACULTY. LOCUS MAD SCALE 1 20 D+ ASSESSORS NAP 94 PARCEL 1LL..A ;SITE IA LOCATED WTHIAN A ZD F II </ 5 REMOVAL_ 0 NS OF I/F ';� DERS PIER MEiLR OF LEAH V� ii T - �, I DOPEY VGEeN SUITABLE °rnL, SANC. iO ( - 'EPECFCano S O. DID CvR y41 Ej mt / 1 �l) l ' 11 `1? -D Tl 94$� i AEN cel ARCH// 0 J FEE ILL / Iu i GARAGL` � J/ I 1- SIAB%68.6 \ �e 1` '10ENGIAARK 1 t i INAIL ,I TFE SES, I %I � JN' 1RIT ELEVATE _5 AWBE S. , 1, 1 Io vI ; VARIANCES REQUESTED: UNDOR TCWN OF YARMOUTH HEALTH SEGVIAFONS: (3VE FOUNDATION SHALL NOTBENA THAN TWO FEET ABOVE ME H ON EST POINT OF THE ROAD FFRO TNG TIRE LOT f ZONING SUMMARY ZONING DISTACI` R-40 DISTRICT MIN. LOT SIZE 49, TOM SI. f - MIN. LOT FRONTAGE 150' - TEST HOLE LOGS AIN FRONT SETBACK 3o ...__ AIN. SDE SETBACK 20' CPtI .ELBA '.1382 MIN. REAR SETBACK 20 E I .IJEER — _ MAX. BUILDING COVERAGE 257 P1 REV p MAX.BALDING HEIGHT 3SQ WITNESS L DATE: SITE LOCATED LTHE AOJ.FER RC. RATE ' 2 MI ILN".I' PROTECTION OVERLAY AY D DIS iRiCT - --- CLISS S.JLS L5 loYp 11FOR / 12h — 3' 11 _ - 53'- LS I IS 36" /6 si, 3� GYH 5/u 51' Ci C1 MS MS 4' 30YR 2/ 151.5' 841 i xR 2/4 47. pN�s wl10i F�:E C2 i C2 Ql0 71 FS El 1- W lT R I/2 1C"N 5/1 2 0 2618 120 6' 4 " I ^0 �rtV O OKRd63HiC'IiVJRY NO GPOJJDNAlE2 Ent,O:N FkED OF #70 OLD HYANNNSC ROAD YARMOR.JTHPORT, MAv p,pppppREE�FAREDD� FOR 1A:ORK MUST CONFORM TO AIL H/fANIW4 U% Z>IL VI=MM TOWN BYLAWS .& REGULATIONS RTE DECEMBE^n 17, 20tR // VARMFAI 1NATERDEPT DATE APPROVEn Yarmvv[h Aealth Depertmevt 2� Mme llate vcF #18-458 L 1 .2 RECEIVE® , JAN 14 2019 Fn; '?a,.v °'"'"U I YARMOUTH IEll CT2019j OLOKINCSHIGM lI H K CFEDE SIF, J .,A.., IF ELY s w r 1 - A j 'E TOF z E D (�EEL1A\ /O1 4µ F4f'Yc�YC� ( Low R EEL 111 _ P �I 1 O E �J i FP ED rO s JAy 152CP9 f1'e9'b713 bV /% { COORS, Cripi r r # O �Y�i1Y Frt`OUTN. Ma 11 a m s to d ..civ N2 �'1 DATE DANIEL A. OJAL P.E., P. L.S- YnrneOu7{`6OFT NA 025/5 _ _______________ � I � 10 PITCH 10 PITCH I I 10 PITCH 10 PITCH III I u I u � I o IIII I _ I I II I II I 1 1 I U IU O I I I _ 111 d I O — III 110 O I I U I I II II I a I --' II III II I II GUTTER AND III DOWN$PONT 11 ITYPI II III II I I II l a__ `____�------ — ----�I —————— ———————————— ------- --"_------_-------"�----' ROOF PLAN SCALE: IH' = 1'-0' III II II ________. III FI 10 PITCH I IL-----------_._._ SECOND FLOOR PLAN SCALE: 1/1' - 1'-0' 418 GSP LIVING AREA REP. RE ({{FF NORTH RE;�CM— VC -D DEC 2 o IDI8 TOLD KING$H;GH_WAY /1R �C JAN 1 a TB19 V�1/v C TOIFD oLG KINcsHi- WAY 9 ° FRk C-_\Osers\O.mer\pocunents\'�-c eds\7016V613 tebel TarmouV' ct%119ar LOT 5 HYANNIS ROAD 8118 16 ASA ELDREDCsE HYANNIS ROAD TRUST YARnourHPORr, 11A 6„6„C Steven C. Hayes, Architect A-2 SECOND FLOOR PLAN, ROOF PLAN 15 Bay state court P.O.Box 621. Brewster, Massachusetts (508)240-1411 NOTE: DOUBLE HUNG WINDOWS TO BE AS FOLLOWS: STEEDS WINDGATE TILTWASH WITH FULL DIVIDED LIGHTS OR EQUAL. F IMPACT RESISTANT GLASS WINDOWS ARE NOT PROVIDED, PLYWOOD/FABRIC SHUTTERS/WINOOW PROTECTION (SHALL BE PROVIDED FOR ALL WINDOWS SUCH THAT THEY MAY BE INSTALLED BY HOMEOWNER WITHOUT TOOLS IN THE EVENT OF A STORM. +�+ PER 2004 IRO CODE SECTION R II EXCEPTION N - WINDOWS TO BE PROVIDED WITH OPENING LIMITING DEVICES IF CLEAR OPENING TO FIN. FIR 15 LE55 THAN 24'. ALIEN C F A B C TW2444 TW21310 2'-L It X A-8 1/8' _ _ 3'-L 11 X 4-0 1/8' 4 10 THE RU 0 QUAL AT ODOR I A B C D DH 3051 EL DH 3048 DH 304 X-C X A-9' '- ' X V-11. 6,981211 T -L' X 4'-0• Ul X 3'-L' 4 10 2 T TRO 0 EQUAL T N R E TO 4043 CSMT 3'-T X 3'-4• 1 P 0 H TW2(4-2 TM414-3 TWI8210 F G H DH 3451-Z DH 3051-3 OH 3334 4'-3 5/8' X 4'-9• 1'-5 I/4' X 1'-9• 1'-10' X 3'-0' L INARROW 2 NARROW MOLL - MULL - ALIGN BOTTOM VERIFY IRO. VERIFYR.O. SILL WITH F. WINDOW BETWEEN J K ON 3048-2 SENT FORMTECH-0' T -II 5/11' X T-0' X 2'-0' I 1 NARROW NULL - VERIFY SIZE VERIFY I R.O. POCKET DOOR S 4 R00 PTO GWB PTD OWB T 5 HER CLOSET HAROWOOD WOOD TO GWS NOTE: DOUBLE HUNG WINDOWS TO BE AS FOLLOWS: STEEDS WINDGATE TILTWASH WITH FULL DIVIDED LIGHTS OR EQUAL. F IMPACT RESISTANT GLASS WINDOWS ARE NOT PROVIDED, PLYWOOD/FABRIC SHUTTERS/WINOOW PROTECTION (SHALL BE PROVIDED FOR ALL WINDOWS SUCH THAT THEY MAY BE INSTALLED BY HOMEOWNER WITHOUT TOOLS IN THE EVENT OF A STORM. +�+ PER 2004 IRO CODE SECTION R II EXCEPTION N - WINDOWS TO BE PROVIDED WITH OPENING LIMITING DEVICES IF CLEAR OPENING TO FIN. FIR 15 LE55 THAN 24'. ALIEN C A B C TW2444 TW21310 2'-L It X A-8 1/8' _ _ 3'-L 11 X 4-0 1/8' 4 10 THE RU 0 QUAL AT ODOR I D TW2132 2'-4 LSM X 3'-1 1/8' 2 1 E CSMT CN235 3'-3 I/4' X T-5 3/8' 1 I P 0 H TW2(4-2 TM414-3 TWI8210 4'-3 13/14' X A-8 1/8' T-5 It X 4'-8 1/8' 1'-10 I/8' X 3'-0 1/8' L 1 9 USING VERTICAL JOINING DETAIL USING VERTICAL JOINING DETAIL ALIGN BOTTOM SILL WTH'L' WINDOW BETWEEN J TW21310-2 1' -II 13/Il• X 4'-0 V9' T USING VERTICAL JOINING DETAIL K SSMT fORMTECH 3'-0' X P-0' 3'-4• VERIF SIZE POCKET DOOR S 4 R00 PTO GWB PTD OWB T 5 HER CLOSET NOTE: DOUBLE HUNG WINDOWS TO BE AS FOLLOWS: STEEDS WINDGATE TILTWASH WITH FULL DIVIDED LIGHTS OR EQUAL. F IMPACT RESISTANT GLASS WINDOWS ARE NOT PROVIDED, PLYWOOD/FABRIC SHUTTERS/WINOOW PROTECTION (SHALL BE PROVIDED FOR ALL WINDOWS SUCH THAT THEY MAY BE INSTALLED BY HOMEOWNER WITHOUT TOOLS IN THE EVENT OF A STORM. +�+ PER 2004 IRO CODE SECTION R II EXCEPTION N - WINDOWS TO BE PROVIDED WITH OPENING LIMITING DEVICES IF CLEAR OPENING TO FIN. FIR 15 LE55 THAN 24'. NOTES: ALL INTERIOR DOORS TO BE 13/e' ILEMIEUX) SOLID CORE PAINTED UNLESS NOTED ABOVE. 1 ALL HARDWARE TO BE SCHLAGE OR EOUAL FINIS SCHED FIRST FLOOR PLAN FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA U08 GSE 498 GEF goon TRLB Raou BAbe uus CRAIG OWING REMARI - F I FOYER ENTRY - '-0' fOYER POWDER RM MASTER BEDROOM 31 MASTER BATH 91 L PANEL WITH 12)'B' SIDELIGHTS I 3 FOYER CLOSET 5'-0' X 1'-8• T - R 3 POWDER ROOM 3'-4• POCKET DOOR S 4 R00 PTO GWB PTD OWB T 5 HER CLOSET HAROWOOD WOOD TO GWS PTD GWB L MASTER BATH 2'-4• 1 l LIVING ROOM 3'-I' X 4'-11' R.O. L. FULL LITE FWH31411 WOOD 8 KITCHEN 3'-1' X C -II' R.O. INSUL. FULL LITE PWH31411 HARDWOOD 9 BASEMENT 21-6' INSUL. 1 10 DINING ROOM P -L' II LAUNDRY P-1- NA 12 LAUNDRY CLOSET T-4' A NA B HOUSE/GARAGE ENTRY -5 FIRE CODE 14 GARAGE REAR ENTRY T-8• INSUL 9 LIGHT 15 GARAGE II X l'-0' INSUL OVERHEAD HARDWOOD CERAMIC TILE IL GARAGE 9'-0• X T-0• INSUL. OVERHEAD BEDROOM x3 It BE011 23 2'-P PTD GWB 5 LINEN BE 83 CLOSET (2) T-0• PTD GWS DOUBLE DOOR E 19 LOSET 25 C' c p 30 BATH R 3'-L' N 21 BEDROOM 92 T-4' D 22 BDRM 92 CLOSET ID T-0' DOUBLE DOOR CONIC SHELL AG 23 LOFT 2'-L'24 INbUL. 1 ATTIC 1'b• X 3'-0' INSUL. VERIFYHEIGHT 25 III ATTIC ACCE55 T -0 X 3'-0' INSUL. I I VERIFY HEIGHT NOTES: ALL INTERIOR DOORS TO BE 13/e' ILEMIEUX) SOLID CORE PAINTED UNLESS NOTED ABOVE. 1 ALL HARDWARE TO BE SCHLAGE OR EOUAL FINISHES TO BE VERIFIED, DECK 0 FlREPLACENT © 1 FRONT DOOR �_ MASTER BEDROOM RDR JPO ATTIC ACCESS M BA CLO. t 44 RED'D TOL N OF V- S.iv OUTH .=- REIISAEDFORR I DTGONSZCl,IQ CDDECC1Mu ANCE ERRORS OR OO NOT REUFYTH2 APPJCANIFRDMTCEP,ZSFGN9,BILf1Y0F'ASSUILT' CD\1PNANCE. DAM:3.lh�lh �x FT,cwt A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 3 y 3 0. 3 0 31 L 1 O le BREAKFAST�O m BEAM Lj ABOVE KITCHEN O p FOYER _ JLC urVl 1 O I Int IJI' IJhST T ani DINING ,1 ROOM 1/1 OR 9 I/3 °RA -ME - III T_ u, AlIA„mou,u,.11 o m `I 2 CAR GARAGE r______ _l r----------------- I 11 I 1 1 1 i I 1 I FINIS SCHED FIRST FLOOR PLAN FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA U08 GSE 498 GEF goon TRLB Raou BAbe uus CRAIG OWING REMARI - FUTURE BONUS ROOM 323 GSF M F I R S fOYER POWDER RM MASTER BEDROOM 31 MASTER BATH 91 HARDWOOD HARDWOOD HARDWOOD CERAMIC TILE WOOD WOOD WOOD CT PTD GWB PTD G115 P WE PTO GNB PTD GWB PTD Sea PTO OWB PTD GW0 T-0• T LNING ROOM DINING ROOM HARDWOOD HARDWOOD WOOD WOOD PTD GWB PTD DWB PTD GWB PTD GWB KITCHEN HARDWOOD WOOD PTO GWB PTD OWB LAUNDRY HAROWOOD WOOD TO GWS PTD GWB C-AJsersVOEwrADocurersVProprLV2015A1613 Leb=I Y2n5,thor1V613A6r ASA ELDREDC,E HYANNIS ROAD TRUST STAIR RI UP HARDWOOD WOOD TO OWB PTO GWB FIRST FLOOR PLAN STAIR DOWN (TO LL) HARDWOOD WOOD PTD GWB PTD GWB Brewster, Massachusetts (508)240-1411 FRONT PORCH BLUE5TONE NA NA NORTH DECK Tel A NA 6 E BEDROOM x3 BATH 92 HARDWOOD CERAMIC TILE CT TO We PTD DWB TO WB PTD GWB 8'-0. c BEDROOM x3 HARDWOOD WOOD PTD GWS PTD GWB O LINEN HARDWOOD WOOD PTD GWS PTD OWE N D 1UNPINI LEDE BASEMENT CONIC SHELL AG WOOD PTD GWB PTD GWB e'-5' CONCRETE fL00R EPDXY FINISH FINISHES TO BE VERIFIED, DECK 0 FlREPLACENT © 1 FRONT DOOR �_ MASTER BEDROOM RDR JPO ATTIC ACCESS M BA CLO. t 44 RED'D TOL N OF V- S.iv OUTH .=- REIISAEDFORR I DTGONSZCl,IQ CDDECC1Mu ANCE ERRORS OR OO NOT REUFYTH2 APPJCANIFRDMTCEP,ZSFGN9,BILf1Y0F'ASSUILT' CD\1PNANCE. DAM:3.lh�lh �x FT,cwt A CERTIFIED AS BUILT IS REQUIRED BEFORE FINAL INSPECTION 3 y 3 0. 3 0 31 L 1 O le BREAKFAST�O m BEAM Lj ABOVE KITCHEN O p FOYER _ JLC urVl 1 O I Int IJI' IJhST T ani DINING ,1 ROOM 1/1 OR 9 I/3 °RA -ME - III T_ u, AlIA„mou,u,.11 o m `I 2 CAR GARAGE r______ _l r----------------- I 11 I 1 1 1 i I 1 I FIRST FLOOR PLAN FIRST FLOOR LIVING AREA SECOND FLOOR LIVING AREA U08 GSE 498 GEF RE NO TH =LD KINGS HIGryYygp(� �V�i(�Ci SCALE: I/1' = I'-0' TOTAL LIVING AREA 2303 GSF - FUTURE BONUS ROOM 323 GSF RFQ LJA N�`� NCHWAY 5zols MM1F�� C-AJsersVOEwrADocurersVProprLV2015A1613 Leb=I Y2n5,thor1V613A6r ASA ELDREDC,E HYANNIS ROAD TRUST LOT 5 HYANHIS ROAD YARMouTHFORT, MA 8/4/16 e/18/16[15Steven C. Hayes, Architect A -I FIRST FLOOR PLAN Bay state court.P.0.B0X 521. Brewster, Massachusetts (508)240-1411 _------------- -r I ------- ----- I l\ � 10 PITCH 10 PITCH 10 PITCH GUTTER AND DOWNSPOUT (TYP) I III o r o II II Ili II I U GUTTER AND DOWNSPOUT (TYP) Ili III II II U II ------- � II II 10 PITCH ROOF PLAN SCALE: 1/4" = 1'-0' L - - - - - - --------it- SECOND FLOOR PLAN SCALE: 1/4' = I' -O' WB GSF LIVING AREA _ REF. &� p, ryry_ NORTH B .PE oec r, a 2ma KINGNGH'SS OLD HIGHGHWgy AA/P7- AN 1 a .D;g %eceI�FD OLD YARMO jAN 5 Z� C SOUT�ryIiRlA0V1H M.% C;AUsersA0¢ce'A0...... tsVF'o mes\3016A1613 Lebel Yarmou!MortA' 3PIa LOT 5 HYANNISUTHPOR ROAD 8118 16 ASA ELDREDGE HYANNIS ROAD TRUST vQRnourHPORr, nQ snails Steven C. Hayes, Architect A-2 SECOND FLOOR PLAN, ROOF PLAN 15 Hay State Court etts (5 )2L Brewster, Massachusetts (500)240-1411 I O II II I U II I Ili III II II U II ------- � II II 10 PITCH ROOF PLAN SCALE: 1/4" = 1'-0' L - - - - - - --------it- SECOND FLOOR PLAN SCALE: 1/4' = I' -O' WB GSF LIVING AREA _ REF. &� p, ryry_ NORTH B .PE oec r, a 2ma KINGNGH'SS OLD HIGHGHWgy AA/P7- AN 1 a .D;g %eceI�FD OLD YARMO jAN 5 Z� C SOUT�ryIiRlA0V1H M.% C;AUsersA0¢ce'A0...... tsVF'o mes\3016A1613 Lebel Yarmou!MortA' 3PIa LOT 5 HYANNISUTHPOR ROAD 8118 16 ASA ELDREDGE HYANNIS ROAD TRUST vQRnourHPORr, nQ snails Steven C. Hayes, Architect A-2 SECOND FLOOR PLAN, ROOF PLAN 15 Hay State Court etts (5 )2L Brewster, Massachusetts (500)240-1411 NO ROOM FOR HEAD TRIM? EAVES TO ALIGN CRICKET IT eh ---10 0 Ed \FM�IT _1— LL 9 ____ ____ I— ---- ----_ --- Ll ---I_ IS' -0' 10 0 { D 13 6 HOUSE FNDN xq 0- L — _ ___� —--------- ----- --- 14 ------- - RED CEDAR CLAPBOARDS ON FRONT ONLY WHITE CEDAR SHINGLES SIDES AND REAR FIR NIT E TION T (WEST) LEVA IXC. IXB CORNER BOARDS SCALE: IH' = 1'1 IXIO WATER TABLE FRONT ONLY IXe, IX4 RAKE 1 TRIM IX8 FRIEZE WINDOW 1 BOOR TRIM IX5 - VERIFY PLATE 1NEE �I, 3 I IIS CRICKET IT eh ---10 0 Ed \FM�IT _1— LL 9 ____ ____ I— ---- ----_ --- Ll ---I_ IS' -0' 10 0 { D 13 6 HOUSE FNDN xq 0- L — _ ___� —--------- ----- --- 14 ------- - RED CEDAR CLAPBOARDS ON FRONT ONLY WHITE CEDAR SHINGLES SIDES AND REAR FIR NIT E TION T (WEST) LEVA IXC. IXB CORNER BOARDS SCALE: IH' = 1'1 IXIO WATER TABLE FRONT ONLY IXe, IX4 RAKE 1 TRIM IX8 FRIEZE WINDOW 1 BOOR TRIM IX5 - VERIFY PLATE 3 10 SF MER PLATE- 7� PF �I 11 F -- Ix �q FLA E 1 SF I I I I I I I I I I I I I I I ------------------- LEFT (NORTH) ELEVATION SCALE: IH' - 1'-0' K I I I I I I I T ------ ---------------L ---- ar. nliIda / / I OI \ I k- -- —u II ' Ira____ __.�___- � OI r ----_I I L---- �� L__... _I ----JI 11 _--SIJ ----- xr-o' Iy. r-ey,' I I I I `----------- --------'-----------------------J RIGHT (SOUTH) ELEVATION SCALE: 1/4' - I'-0' I I CRICKET 01 Sr IE 1 SF I III ry ry '' -------------- NEC 202018 IS La OLD KIN6$HIDHWgy ]VATION StlT .---- -----JloABT----L�— -----AAN RJA REAR (EAST) ou, I ° SCALE: 1/q'=1'-0' SOUTH Ygnrd(L)Olr; I OLD KYAnMoLrH C:WsenAOverADoam.m.VPro en.A^ fFVLIS Qn( "I nh w:V10PIer LOT 5 HYANNIS ROAD ASA ELDREDGE HYANNIS ROAD TRUST YARnouTHIPORT. MA eieil i Steyven C. Hayes, Architect A-3 ELEVA, I IONS s ewster Mass �ri se ttsB(Boejz40-lau 6BEYOOND� lo II' . , cU% �I �I 'a �3 �� -y a ar. nliIda / / I OI \ I k- -- —u II ' Ira____ __.�___- � OI r ----_I I L---- �� L__... _I ----JI 11 _--SIJ ----- xr-o' Iy. r-ey,' I I I I `----------- --------'-----------------------J RIGHT (SOUTH) ELEVATION SCALE: 1/4' - I'-0' I I CRICKET 01 Sr IE 1 SF I III ry ry '' -------------- NEC 202018 IS La OLD KIN6$HIDHWgy ]VATION StlT .---- -----JloABT----L�— -----AAN RJA REAR (EAST) ou, I ° SCALE: 1/q'=1'-0' SOUTH Ygnrd(L)Olr; I OLD KYAnMoLrH C:WsenAOverADoam.m.VPro en.A^ fFVLIS Qn( "I nh w:V10PIer LOT 5 HYANNIS ROAD ASA ELDREDGE HYANNIS ROAD TRUST YARnouTHIPORT. MA eieil i Steyven C. Hayes, Architect A-3 ELEVA, I IONS s ewster Mass �ri se ttsB(Boejz40-lau J12 CONTINUOUS RIDGE VENT VER AND ]Xq RIDGE BOARD CONTINUOUS ROOF PITON TO MEET VERIFY 4X10 RAFTERS • IC O.L. 1X8 COLLAR TIES ^ IL' OZ. IR 5 1X8 CEILING JOISTS C O.C. R-38 MSULATION \ \ PLATE �\ 2X12 RAFTERS • IL' O.G. , R-38 INSULATION 10, 10 Z\ PROVIDE VENTING AT 2 - 13/1 X T 1/4 LVL �� Ya CATHEDRAL SPAC E OR 9 1/2 FLUSH FRAMEDo _:\ 13 BDR v4 2X10 RAFTERS • IL' O.G. �A?+ ` � \ � 10 2XL JSTS 11 SHELF tt \ AREA? _ _->_�-_- -_-- PLAT ISF J - - Y D Gr 2 - 3X10 BEAM /BASE w I BOOK BOOK Q»" CAI ROUND - CASE COLUMN (TYP) TO Me R-30 INSULATION f0 E'i 2X4 EXT, f� � Ir1X1 OISTSY L O.C., GA k FP R-205 W/ 2X@ AND 2X9 RIDGE BOARD CONTINUOUS RIDGEEN M / VERIFY TO M BY ADJUST ROOF PITCH EET 2%10 RAFTERS • N' O.C. EAVES TO ALIGN FUTURE BONUS ROOM I f ------1 l a 3H' PLYWO ON 1�3 - 3XD GIRT I I IAT rLAIF— II------T I ATTIATTIC C 2ADD 'L WOOD PORCH ORI I IS' -L $' i I------4 I I / OWNS 3'-L' 2XL PLATES CONCRETE? I 3'-L' L______ JIE 1 STAIR TYP. 3 I/T TIAM. COLUMN 3'-4• 1 ------ON BEHIND 30•X30'%11• 1 1 I------41 13R • 8'H- CONC. FTG. I ------ JII 5' -TA• IL •_ ___5'-ly• W -L• -- PT 13 _p• _Ly• 11'-3Y' 14------ ROOF DROPPED 1. TO ALIGN WITH FNON WALL-� -------PORCH II--__-_ 4EIYF. CONL. bLAO� INELTOE ENTER FUTURE AVE BUT PBFLOORNO ONUS Rn LINE OF DECK i BSMT BEHIND OUT RAFTER OR / DROP PLATE L l \ Ae0YE TO ALIGN EAVES ACONTINUOUS S RIDGE VENT 2X8 CEILING JOISTS • IL' OL. SCALE:/q' - 1'-0' W/R-38 INSULATION 2X10 RAFTERS s IL' O.C. 11 IRT 2X@ AND 2X9 RIDGE BOARD CONTINUOUS RIDGEEN M / VERIFY TO M BY ADJUST ROOF PITCH EET 2%10 RAFTERS • N' O.C. EAVES TO ALIGN FUTURE BONUS ROOM a 3H' PLYWO ON WITH PORCH I ATTIATTIC C R-IC30OINCSUWLATO IS' -L $' I I / OWNS 2X8 COLLAR TIES v IL' OC R-38 INSULATION L RAISED CEILING 'J 13-2%8 11 - 1 R o IN M BATH MASTER BEDROOM r 2XIO JOISPLYWOOD 1' ON 1 SECTION SCALE: = I'-0' BASEMENT - 2X12 GIRT CONC. GARAGE SECTION SCALE: W' = T-0' _ATON IN REINF CONIC SLAB TONED TO DOORS Cd L' O• 18•_0• 13,_0•-C IS' -L $' 3'-L' 3'-0' 3'-0' 3'-L' o A 3'-4• L'-0• 3'-L' -- 2X10 PT DECK JOISTS B 16" O.C. LINE OF DECK 11 / \ Ae0YE 11 IRT 3 WALL J WALL POCKE L ALL OC WA POCKE L POCKET F -I ' S' 10" t 4 5'-O' -10' XI J IST ®16' .0 LL 1 13 _— A EM N -- ' DI L LUM — — — 4' EINF ON o•x . o•xr CO C. S AB _ 5' 0' C cF onG L' -L • 6'-L •-U' F P CK TIdd— _ 3 2XI _Gill R� L L L L L L J PAL KEY PO T L AD p x 11 2ND FL � IS'-I)i L 4xlopN � I— o ' O P IRI BULKHEAD _ n T1 0 1 IIi al -- 2 10 J018T5 ® 1 " O C. 2 2%I L i' ONO WALL 0 L'X' L NG TG. P SIL PL E TH r, W LL L — 4 A OITIONA 3X PLA S III P CK r P CK T L _ -212 GRT _ _— TTLF 8'-0' 8'4 DOOR DROP L OFFSESE --+ Tr UNEXCAVATED VERIFY COOT PORCH OR CONCRETE ABOVE (1" REINFORCED SLAB ABOVE FOR GARAGE PITCH TOWARD DOOR TO DRAIN) All L 1'-1' T -L• DOOR TROP I' -L' 9'-L' DOOR CROP 1'-9• 19'-Lj' 10'-5 2' LT -LY' NOTES: FOUNDATION/FIRST FLOOR FRAMING PLAN 5/8•4 ANCHOR BOLTS UTTH 3'X3'XI/4' REF.TH �vp PLATE WASHERS, T EMBEDDED WITH NOR SCALE: IH' = 1-0' EPDXY. OR SET BY INCH CONTRACTOR. PER TABLE 4 OF WFCM CONSTRUCTION OFA % H F?Id GUIDE. US ASPECT RATIO, ANCHOR BOLT SPACING TO BE 15• MAX. S' FROM END OF PLATES AND CORNERS PER FIGURE OLD rArc'°umn 5 OF WFCM GUIDE. KING\S HIGHWgy �`FCEivED AFROir[b JA41 019 JAN L SOUTH V�UJC YARMOUTH OLDKING's HIGHWgy C:ADoersVOm+erADxume+�AIFm mcts)2016A1613 Lebel Yarmout5 ort'lW3ro, LOT 5 HYANNIS ROAD 81 ASA ELDREDGE HYANNIS ROAD TRUST YaRNouTHPORT, Na en8/ien6 Steven C. Hayes, Architect A-4 FOUNDATION/FF FRAMING PLAN, SECTIONS HCeBal State Urt- °Box 620-141 /-r D 4'-1' 11 2XIJ JOI TS IL' I.e. LOW R P AT HEI I 1 c c BEAM OR z-zxlo VERIFY SIZE SECOND FLOOR FRAMING PLAN SCALE: V4' - 1'-0' -1 [II.I _T-�-L VERIFY SIZE SECOND FLOOR FRAMING PLAN SCALE: V4' - 1'-0' SCALE: Vl' = I'-0' -�I ��Eq 20 2018 C(OYWGSH`QVAY RECEIVED �'faR�LP�41�� 4 i9 JAN 1-52019 °LOKiNcs HioHwgv TOWH CLC -RK SOUTH VgRh10RK Mq G\Lse <\Owner\poarten[s\IFm =c:a\SOIL\Ibo L,b,l m:boiV6'JPlan LOT 5 HYANNIS ROAD 8/4/16 ASA ELDREDGE HYANNIS ROAD TRUST rAr2nourHPORT, MA 8/18/16 Steven C. Hayes Architect A-5 SECOND FLOOR AND ROOF FRAMING PLANS 15 BTBay State =t-P,O.Boxusetts 621- etan V O I 0 0 zr-0' SCALE: Vl' = I'-0' -�I ��Eq 20 2018 C(OYWGSH`QVAY RECEIVED �'faR�LP�41�� 4 i9 JAN 1-52019 °LOKiNcs HioHwgv TOWH CLC -RK SOUTH VgRh10RK Mq G\Lse <\Owner\poarten[s\IFm =c:a\SOIL\Ibo L,b,l m:boiV6'JPlan LOT 5 HYANNIS ROAD 8/4/16 ASA ELDREDGE HYANNIS ROAD TRUST rAr2nourHPORT, MA 8/18/16 Steven C. Hayes Architect A-5 SECOND FLOOR AND ROOF FRAMING PLANS 15 BTBay State =t-P,O.Boxusetts 621- etan FRONT WALL SF I25 ASPECT RATIO y -- -- TOTAL YµAR WALL AREA - R SOFT _ AREA- 301 SOFT 40.4% XRNX REO��DEA PROVICED XAIMOHEIC OC RODS ' OG FILM IME SHEAR CMLL AREA FROV INED 43% MIXNNJM REQUIRED NAILING Y OF O4 PEELD F 19' sPll I /. 48 SF FRONT SF GARAGE M ASPECT RATIO - Vl: TOTAL ALL WWALL ARG -10 Sl- 406 iAL WALL ARG BO.W. )3% PEAR CALL AREA PROVICEO V MINK REQUIRED E W 40c FIELDLD / \ FRONT FF GARAGE I25 ASPECT RATIO ' / _ -- \ TOTAL SHEAR CALL AREA - 51508 - �- u RIGHT WALL SF LE, ASPECT RATIO n TOTAL WALL ARG - MG SOFT. 31'% % TOTAL SHEAR CALL AREA -ITO 60F7 _LL3% _ L 313% SHEAR CALL AREA FROADED E iOTPL PALL AP.EA - C w.Pi. - 10 3RF XI l REQUIRED I � T O 'L' n SHEAR WALL AREA PROVIDED XACM4 3' OL SOLE i t LL' ,R IIIXrCII REONRED �. � 0 XNDX4 ' O EDGE 06 FEED , O RSfi �SI $O -0S 6WPLEMEXTAL XALM411EOUIRED ��= V'y UN GD'C RFI➢ _- _ 39 SF 4l 345 PL L RIGHT FF GARAGE uz T10 _ RIGHT WALL IF I], ASPECT RATIO o� 00 TOTAL PEAR TOTAL WALL MAIL AREA M14 Sl 1•. RR 1 TOTAL PEAR —AREA. ARE(• X3 BOFi - f3(!f 1�__ TOTAL WALL AREA. 3f, wFLREA - MG SOFT 0 0 0 0 0 0 0 TIM SHEAR ICI AREA PROVIDED 1 _ -630% PEAR WALL AREA PROVIDED 401 MIXInUM REOJRED 00-1n 0000 i;%NMMYX OZ, EDGMID IL "IUN4 1'OC EDGE xAllmc it oci[ioI'Q' oc HIMNSF � 88 SF I '. ' 14SF VIII ff I'. _. L PER YfCX TABLE 0 FULL HEIGX! 51 SATHI REOJIRED, XAL EPACKO REOJRED FRONT ELEVATION al aMPTOX • r OL A PANEL DGE M .3'oc.PAx SCALE. 3AP-ra 4 D 1M MIX RMO STRUCTURAL P XELS REQUIRED �AMLLONAL NALLM4 RF9J i D 5/8' MIN DIA ANCHOR BOLT NBMOED 7 MIx. SPACING AS XOTED (As- O.C. III 3X6 BOLT OPTIONS: A. III Q'• 15' Oc, B. 5/S- X OF TITEN NO • AV O.C. C. MASA MUD WELL ANONOR, • 34' DO ALL CONCRETE MIH COMFREBBIYE STRENGTH 3500 PSI 4•C B SLA L XIL T LOXC. BAR sue oven w I MIL POLY°' PRO BARRIER 1 -. LOIN COMPACTED 6 ILS PROVIDE CONROL a ORA TS • 30-0' MAK PER X ANY OIRECTIOX OR REINFORCE rte. PER TABLE 550(.13 I I 3%10 MISTS ' oc. rr RIO BLKG. EST 1 SECOND OTS • 4 _O' 04. DTH ENDS OVER POLY RMR 1 reacreD SCALE VIDE CONTROL T5 • 30'-O' MAX AN OIRECTION R MELTS TABLE 5509.13 CONT.]%1 KEYWAY AREA NOT I AREA ELOUNOON mLALA CM�m L __ i -' AL - ____ ___ - - _____ _ _--___ __________�____{ SOLDBIJKG.SECRIGHT ELEVATION BATS • 1'-0' OC. BOTH El wAIE. 9/IC = rO IXOT PROM pEN MRTO L -T -T- g --r- WN FER IOUDIWLAR TO RAFTERSI O- 1 3/1'X11 l/E' NL CONTINUOUS HEADER 5X3 cSx910INx4 ••••••••••••• SSTRIPSPACING • Ir nlx. y BXKD A B/3X1 ACIMIN. FASTEN SHEATHING LS HEADER BLKG.• T-O'6FACML I M UENDSS BAST OR WITH Ed NINCOMMONAS NAILS IN 3' GRID N RYb6 BAYS IN ALL FR AS SHOWN AND 3' O.C. ,j\ DOOR H OF IN ALL FRAMING (STUDS AND i \ DOOR HEADER SOLID BLKG SILLS) TVP. ) h' RST 1 4-V O BATS • T -O' OC. BOTH Exos 1000 WHEADER-TO-JACK-STUD I' i NOTE: STRAP ON BOTH SIDES OF 7 \ ADDITIONAL NP OPENINGS INSTALL ON BACKSIDE 1 REQUIRED IN SI J 1 AREAS -REF. LEAST) ELEVAI I FOR LOCATION 5/E• MIN CIA. L GARAGE ANCHOR BOLT i i / DOOR IMBEDDED 1'NO SPACING AS NOTED He OC. KALD OPENING ANCHOR BOLTS TO BRACED WALL SEGMENT PLACED f TO IT 5 1 FROX END OF PLATES � 1 I ATTACH (BILL LINE OF CORNER STUD �I>' P / a \ III PLAT PLATE WASHERS ED AOBTIOxAL PGTEs HOEDOWN AS REQUIRED l', WALLS O 1I •// III 11 AN' WALLS OR 11 AN' COMM. FTN4 '. • D E5 REINF RODS TOP OF SILL PLATE— _ _ !� TOP 1 BOTTOM _ _ _ _ _ _ _ _ _ WALL 1 3 15 ^ REIXF RODS IN TOP OF FOUNDATION WALL F-0OTING6 • BRACED WALL SEGMENT NAILING BLDR6 OPTION ALL CONCRETE MFIRESEUVE nPATTERN AT GARAGE DOOR OPENING STRENGTH 2500 P9 .i SCALE: 1/1' = I'-0' �a 5 �PNDN WALL DETAIL / SCALL VT -,-V GABLE END PARTIAL SECTION SCALE: V3' • I O A � � A 11 / - \ \ ��� RSR 91BARSHEARNALL AREACALL APRONO R _ - .4Te LEFT WALL SF Lu ASPECT a A,� _ - �''+ - TOTAL "CAR GALL AREA - Da w.IT _ _ TOTAL XALL AREA • CTB 80A. Py%TE TMA( WALL. AREA I ID2AR WALL AREAEPROVIDED _ �E(' 13aMALsmm Mm REAR 3a CWMUM REQUIRED R 2074 4 ID ulna POZ, EDGE — O r Oc�°FIELD // _ �. D• oL. e6w V (DANO "Garry TSF 185 , S H/ • 3 N e o � x / � r v 3 � � FLAT 1 sF � - _F_LnTP sF 'NAY I TOTAL SHEAR WALL AREA - 150A �� _ REAR WALL FF IR ASPECT Wno LEFT WALL FF I]5 ASPECT RATIO __ _ _ REAR FF GARAGE ]S ASPECT RATIO 20 ED FT - tl TOTAL EA REQUIRED AREA _ F33REHALLAREWEA WOVOEO13% 1 / - TOTAL 8XFAR nALL.AREA-1060Fi •, XACM4 TOTAL NP1L ARG - 1]f wFi. EAR WALL C3%MUNU R EQUIREDEA PRONGED •� TOTAL SHEAR WALL AREA ALL AREA 1143 SOFT 81. W oL n¢D TOTAL UIPLL AREA • 3 wFi I I I - L3R BXEAR PALL ARG FROV BEO J{1}JH�HYT�L}TTL¶{�L4TL{���� e 13% INPUT OLDEMOSLEM v LI' R.I T3x nm F 36x mmmun REQWRED - li - XAIOXL POC EOLE � X(JLIXG ]' OLD EDGE R 0c. F n• oL RECD I, WPPIFMEXTAL WALL NEQ0 O TWE EF IIL SF iC Sr B SF 13 F _ EF Dl E L� E] EF Ali =F mR So THELE wu L HEIGHT MPT ALPSUCt ACING RMHURED, �I OTAL FTOTAL PEAR WALBULL AREA AREA W 6p RA R ELFB REA XOi RCIGIIDA t 0! PAMIWX • D' OZ, • PAx L Now REQUIRED, �yAIL EOTIXL III jS MPNAIYIIRGAWREOCALL EA MOYIOEO M COED IX -_._. ALC - CALCI 0 R IUL pEpTX AR VN' MIX. NE000 3 RJLTJF.LL PANELS Y XELS REOJMED T O. OC. FIEID L P,EI ADDITIoxAL XAEING REQUIRED _ L 1 I —--MM1IX4 f OL. EDGE SCALE, 5/IC-Y-0' ---- -- PCPLE: 3/X'• -0 -L --- T ?619 x— t -- LEFT ELEVATION --- - � I-- , --� - - L --- -.---- JAIJ.f92C19 -- - -- -- JAN 15 ?619 vaTR9nDurH REAR ELEVATION �WOSHIGHWA\ SOUTH yIOMgICLER Y C-\OF,PIBneINda2msntsVPro•dsV01LV613 Gebel Termm[F aW613'lar LOT 5 HYANNIS ROAD 8/946 ASA ELDREDGE HYANNIS ROAD TRUST YARMOUTHPORT. MA 8/18/16 Steven C. Hayes, Architect A-6 WINDLOAD ELEVATIONS 15 Hay state Court-P.O.Box 621. Bsterewr, Massachusetts (508)240-1411 If- I AREA NOT I AREA ELOUNOON mLALA CM�m L __ i -' AL - ____ ___ - - _____ _ _--___ __________�____{ SOLDBIJKG.SECRIGHT ELEVATION BATS • 1'-0' OC. BOTH El wAIE. 9/IC = rO IXOT PROM pEN MRTO L -T -T- g --r- WN FER IOUDIWLAR TO RAFTERSI O- 1 3/1'X11 l/E' NL CONTINUOUS HEADER 5X3 cSx910INx4 ••••••••••••• SSTRIPSPACING • Ir nlx. y BXKD A B/3X1 ACIMIN. FASTEN SHEATHING LS HEADER BLKG.• T-O'6FACML I M UENDSS BAST OR WITH Ed NINCOMMONAS NAILS IN 3' GRID N RYb6 BAYS IN ALL FR AS SHOWN AND 3' O.C. ,j\ DOOR H OF IN ALL FRAMING (STUDS AND i \ DOOR HEADER SOLID BLKG SILLS) TVP. ) h' RST 1 4-V O BATS • T -O' OC. BOTH Exos 1000 WHEADER-TO-JACK-STUD I' i NOTE: STRAP ON BOTH SIDES OF 7 \ ADDITIONAL NP OPENINGS INSTALL ON BACKSIDE 1 REQUIRED IN SI J 1 AREAS -REF. LEAST) ELEVAI I FOR LOCATION 5/E• MIN CIA. L GARAGE ANCHOR BOLT i i / DOOR IMBEDDED 1'NO SPACING AS NOTED He OC. KALD OPENING ANCHOR BOLTS TO BRACED WALL SEGMENT PLACED f TO IT 5 1 FROX END OF PLATES � 1 I ATTACH (BILL LINE OF CORNER STUD �I>' P / a \ III PLAT PLATE WASHERS ED AOBTIOxAL PGTEs HOEDOWN AS REQUIRED l', WALLS O 1I •// III 11 AN' WALLS OR 11 AN' COMM. FTN4 '. • D E5 REINF RODS TOP OF SILL PLATE— _ _ !� TOP 1 BOTTOM _ _ _ _ _ _ _ _ _ WALL 1 3 15 ^ REIXF RODS IN TOP OF FOUNDATION WALL F-0OTING6 • BRACED WALL SEGMENT NAILING BLDR6 OPTION ALL CONCRETE MFIRESEUVE nPATTERN AT GARAGE DOOR OPENING STRENGTH 2500 P9 .i SCALE: 1/1' = I'-0' �a 5 �PNDN WALL DETAIL / SCALL VT -,-V GABLE END PARTIAL SECTION SCALE: V3' • I O A � � A 11 / - \ \ ��� RSR 91BARSHEARNALL AREACALL APRONO R _ - .4Te LEFT WALL SF Lu ASPECT a A,� _ - �''+ - TOTAL "CAR GALL AREA - Da w.IT _ _ TOTAL XALL AREA • CTB 80A. Py%TE TMA( WALL. AREA I ID2AR WALL AREAEPROVIDED _ �E(' 13aMALsmm Mm REAR 3a CWMUM REQUIRED R 2074 4 ID ulna POZ, EDGE — O r Oc�°FIELD // _ �. D• oL. e6w V (DANO "Garry TSF 185 , S H/ • 3 N e o � x / � r v 3 � � FLAT 1 sF � - _F_LnTP sF 'NAY I TOTAL SHEAR WALL AREA - 150A �� _ REAR WALL FF IR ASPECT Wno LEFT WALL FF I]5 ASPECT RATIO __ _ _ REAR FF GARAGE ]S ASPECT RATIO 20 ED FT - tl TOTAL EA REQUIRED AREA _ F33REHALLAREWEA WOVOEO13% 1 / - TOTAL 8XFAR nALL.AREA-1060Fi •, XACM4 TOTAL NP1L ARG - 1]f wFi. EAR WALL C3%MUNU R EQUIREDEA PRONGED •� TOTAL SHEAR WALL AREA ALL AREA 1143 SOFT 81. W oL n¢D TOTAL UIPLL AREA • 3 wFi I I I - L3R BXEAR PALL ARG FROV BEO J{1}JH�HYT�L}TTL¶{�L4TL{���� e 13% INPUT OLDEMOSLEM v LI' R.I T3x nm F 36x mmmun REQWRED - li - XAIOXL POC EOLE � X(JLIXG ]' OLD EDGE R 0c. F n• oL RECD I, WPPIFMEXTAL WALL NEQ0 O TWE EF IIL SF iC Sr B SF 13 F _ EF Dl E L� E] EF Ali =F mR So THELE wu L HEIGHT MPT ALPSUCt ACING RMHURED, �I OTAL FTOTAL PEAR WALBULL AREA AREA W 6p RA R ELFB REA XOi RCIGIIDA t 0! PAMIWX • D' OZ, • PAx L Now REQUIRED, �yAIL EOTIXL III jS MPNAIYIIRGAWREOCALL EA MOYIOEO M COED IX -_._. ALC - CALCI 0 R IUL pEpTX AR VN' MIX. NE000 3 RJLTJF.LL PANELS Y XELS REOJMED T O. OC. FIEID L P,EI ADDITIoxAL XAEING REQUIRED _ L 1 I —--MM1IX4 f OL. EDGE SCALE, 5/IC-Y-0' ---- -- PCPLE: 3/X'• -0 -L --- T ?619 x— t -- LEFT ELEVATION --- - � I-- , --� - - L --- -.---- JAIJ.f92C19 -- - -- -- JAN 15 ?619 vaTR9nDurH REAR ELEVATION �WOSHIGHWA\ SOUTH yIOMgICLER Y C-\OF,PIBneINda2msntsVPro•dsV01LV613 Gebel Termm[F aW613'lar LOT 5 HYANNIS ROAD 8/946 ASA ELDREDGE HYANNIS ROAD TRUST YARMOUTHPORT. MA 8/18/16 Steven C. Hayes, Architect A-6 WINDLOAD ELEVATIONS 15 Hay state Court-P.O.Box 621. Bsterewr, Massachusetts (508)240-1411 If- I