Loading...
Demolition Request r . rrte/rt clerk Stamp TOWN OF BARNSTABLE Planning & t� , •�, 9 - Development Department Barnstable HistOrical Commission www, wn ,barnat_able , ma ,as( t>r tonsil ammicslon NOTICE OF INTENT TO CtEiV1041SHIGNIEICANY BUILDING l5ale of Appli .hlion_ __r s�/ Gf.. - •• Fuli Ueizrairm P;.utial [tr?nx711tirxr P,uiidint) r�c1 iretis; _ _ ,$ Z _ . „ � 4v �. a �� _ C l ASS< ,yc,r , iAap � r h , , Saf'sP;JCefC� ftllxgv. LIP - Pmpe ty OvJnur: m l �J - r. ProprAy Owner Mailing Address (if different Plan bmldwq .iddrass) 14 r ;ttit,'fCtr}rit'Sgent= O�,!! t L- i.C�..1-�- r=4L_ r=- crtr ratcrlAgent FAih¢g A ltlre5s z u+ .nfrrclor �r ent ConWr,t rl trnn arrd Phr)nc” Z 2Z Demolition Proposed pir. ase itFmiu alf ehansfes ; �. Cp'a of Now Construrliori Prui;usud: Ptovtdt iofuitnation belt / to assist the Corry isslan in making the roqulred ttdin i INej t It r- .1t the Btnidinll n 9aaordamCo wif i Arfirle L § 1 '12 r, ar bunk 1 '� Adlillions Ytai Luiiti 1 'ht . f3uilr li SCI on N rs 6laiic'�nni R a. f rtS9r laf ih ttxlc Pf a r'. : nr is ih , .rwirliru� Ior .Yted in x Iatlo- =:91 : �r�i ier lli=>ti a,l` ` � h r rr x y t 'nn rrA� -�i tyi4afuro �.,^ 4 311( , � � ®® �®ire®®®®► � �,�� %� • on NNE WINUME99 .® W ffm in man IBM INEEMOMMM rrsaim _. glum all tZ ® IM " . antler s U®®S® BINS 2 ITWAP f , . . , i iG �q Alp ��it,. . .- - _ At , � . .w a t Au A - - t7A` All vA Are r , 1v A1� ® = 1111F ,. / f r �_ ' a % r . • 1 lZA, I, ell III ezV11 V le I VI Ile, IV IlI%I7 VV- IID IIIIV2� Ill I- Ile w--- zI I I VI,eV Ile 0ell1 r ,:. eel IV —Ile IIIA 11 ee� ell F SII - t ^'1",2' .m 11 k x3 1, IV IV v ' r . . e 7 111 ell y +- 1 � � 1 1 W � rMl Iv Y B R vv 1 � • � 1 / e LOCUS INFORMATION DESIGN INFORMATION W AVE LOCUS 2 I - -_ O CURRENT OWNER: 32 NAMES AVENUE REALTY [RUSE EXISTING GRADE PLANE 5.7 MICHAEL k DEBRA BOSCHEDI, TRUSTEES (OWER LEVEL SUB 7.25 � - "'—'--'— � HAWESAVE i TIRE REFERENCE: DEED BOOK 261704 PACE 191 FEMA BASE ROOD ELEVATION 13.0 PIAN REFERENCE: PLAN BOOK 9, PAGE 103 MASS DESIGN ROOD ELEVARON 144 / / / LOCUS MAP ASSESSORS MAP: 324 BNISHED FIRST FLOOR 16.33 -.., J x0i TO 50.ME P RJ 073 TOP PLATE OF OWEWNO 3911 1CERUFY KN THE BEST RM ON EXISTING LOT MFA: 1042401 S.F. A. = PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE LOT CORNERS, BUILDING HflOM TO TOP PLALE (39.1 - 5.)) = 3J.4 rr ZONING DISTRICT: RB DIMENSIONS AND SETBACKS TO THE SETRPLKS: FROM 20' AREA OF FOUNDATION 16695 S.F. - _ STRUCTURE AS DETERMINED BY SIDE 10' -y -"� ' r INSTRUMENT SURVEY AND AS SHOWN ON REAR 10' AREA WITH DECKS MO FOUNDATION 2,3111 SF. -- -- of THIS PLMME CORRECT. ' MINIMUM LOT SIZE: 436660 S.F. r oit NITROGEN SENSRME Zoi< r ZONE: NOT A ZONE II oo FEMA FLOOD of fit ZONE DISIRiCT: AE-12 k M-13, 7-I8-14 No p #250010050 J I OVERLAY DISTRICT: AP r d. tee f p7' / / PROFESSIONAL LAND SURVEYOR DATE BUFFER DISTURBANCE ° 1 , % � 1 1 >° to re i ,/ pp/a EGSRNG BUILDINGS / HMDSCME: 1,9905 SF. (60'-100') 1I / :LOT lOJ ,� ; J 0' Ite[Rvolleffer PAD pty TAI / r I PLAN PROPOSED BUILDING / HARDSCAPE: 2,0071 S.F. (50'-100') \`L,/ / _r �t - - 3 oto op � IeN �' OFit BUILDING / HARDSCME INCREASE: 7275 BF (50' 100') \P / LOT 187 I LAND MTIGATWN REQUIRE): 7275 S.F. x 3:1 = 2,1815 S.F. /'\y(9� / r I I� to PRONDEO: 2,200k S.F. (0'-50') oo�.*b /. ` ! = 32 HAWES AVENUE I le F to i r No70 � V P p { jI IN HYANNIS oy ex No 1+ L a86MASSACHUSETTS %to It it I / ; (BARNSTABLE COUNTY) 16 o1 = j i bs '^� f / Y ' - ,Fit_ ,r0 PROPOSED CONDITIONS ,RJet I /-to I 1 i i"o r 1 JUNE 21 , 2021 :,)` - v. - - /- ifJ s% s ; / J d gNo p / ' i / 3 . r _ 11 to � . —F - 3 to it ot , 1 u - e J or NeeLoo, t It J, I .,. 1 s ' . .3.� - T3 11 3ame Sr. - a _ ) _ a, . 1 NJ 11 1 to ilk : to _ j I to 4 fee I it r or to AND FOR; of Ne LEGEND _—_ v ADAM@HOSTEfTER 5a.9 % SPOT ELEYAnON �. ; 1 H0770 MAIN STREETSTETTER HOMES, NC. g C.B. ♦ CATCH BASINK - Z4�S to OSTERVIL E, MA 02655 'E DMH® DRAINAGE MANHOLE � ,F " T1 ' SMHO SEWER MANHOLE �� A` No L 1LN TELEPHONE MANHOLEP � 1 I1 he LIGHT POLE ,, - BSC GROUP P Nei _ su-�m Y1�6J V�Vl Leo unturve POLE UORF UPV A — LmLRY POLE Joeterrune POLE / LIGHT & TRANSFORMER - _ _ _ 349 Route 28, Unit D UffUOW WEUPHFPOJM EtECIRT ICUNERM� .r � " _- 1-N I W. Yarmouth, Massachusetts d i Il — _ _ _ _ s 02673 0 EHH ELECTRIC HANDHDLE -" ' "_ 5087788919 • GNU GIS METER e — G— GAS UNE • • � - - • _ C l -oe� 1 ,, © 20x1 au co Ne GAS GATE II .I. .. SCALE I ' = f0' i ®e m WG ® WATER DATE + iI TATER ES'TPRNE It S + LL FlLE:_PmIxM-YM�50M9W��SOH900-SP.9ry r� DWG. N0: 6484.03 SHEET I OF 1 _-i. _. , JOB. NO: 5--O"LO0 32 HAWES AVENUE ' S M HYANNI AFm U) w ❑ ❑ ❑ Zw a ❑ W ism ❑ ❑ ❑ ❑ � a � nil] 60 miff r-1 rE omdm . � o z , om so GENERAL NOTES FRAMING NOTES n w 1 .) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS 1 .ALL FRAMING WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE w rc STATE BUILDING CODE, 9TH EDITION AMENOEMENT & INC 2018 MASSACHUSETTS RESIDENTIAL BUILDING CODE 9TH EDITION CMR 2.) SEE CERTIFIED PLOT PLAN DEVELOPED FOR ALL PROPOSED 2. ALL SILL PLATES, DECK AND PORCH FRAMING SHALL BE PRESSURE TREATED r & EXISTING CONDITIONS AND DETAILS 3. ALL FRAMING LUMBER, BEAMS, JOISTS, RAFTERS, HEADERS, PLATES AND SILLS 3.) CONTRACTOR IS TO VERIFY AND CONFIRM ALL CONDITIONS SHALL BE SPRUCE PIN E FIR #2 OR BETTER 8 DIMENSIONS IN THE FIELD AND IS TO INFORM THE DESIGNER OF ANY DESCREPANCIES 4. ALL LVL BEAMS SHALL BE VERSALAM BY BOISE CASCADE 2.0 5. ALL VERSALAM COLUMNS SHALL BE VERSALAM 1.8 BY BOISE CASCADE 4.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 6. 3 PLY LVL BEAMS SHALL BE SCREWED TOGETHER WITH SOWS SIMPSON SCREWS DETAILS, & FINISHES WITH THE OWNER 7. ALL JOIST AND BEAM HANGERS SHALL BE SIMPSON 5.) VERIFY ALL PLUMBING, GAS & ELECTRICAL DETAILS WITH OWNERS ON SITE 8. ALL WALL SHEATHING SHALL BE 1/2" COX PLYWOOD DURING FRAMING CONSTRUCTION 9. PLYWOOD SUBFLOORS SHALL BE TONGUE AND GROOVE, 310 THICK, A/C 10. EXTERIOR HEADERS SHALL 8E 3 PLY 2X8 SPF N2 MINIMUM. INTERIOR HEADERS (n 6.) PROVIDE UTILITY INSTALLATIONS OR RELOCATIONS FROM STREET TO HOUSE SHALL BE 2 PLY 2X10 SPF 92 MINIMUM Z VIA UNDERGROUND CONNECTIONS TO COMPLY WITH ALL LOCAL CODES 11. HEADERS AND BEAMS SHALL BE SUPPORTED BY TWO JACK STUDS AND ONE KING EXISTLIVING SPACE Q 0 . 7.) ANY DEVIATION FROM THESE DRAWINGS SHALL BE THE SOLE RESPONSIBILTY STUD �, OF THE GENERAL CONTRACTOR 12. ALL EXTERIOR WALLS AND INTERIOR LOAD BEARING WALLS SHALL BE 2X6@Iw - ------ U) F 8.) JAMES D. SMITH IS NOT RESPONSIBLE FOR SURVEY/PLOT PLANS O.C. WITH 2 ROWS HORIZONTAL BLOCKING AT 1/3 POINTS o LLJ> W PLUMBING, HVAC AND ELECTRICAL PLANS. FIRST FLOOR S.F. = 729 9.) GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL THIRD PARTY SUB-CONTRACTORS ROOF NOTES F Q J AND COORDINATION OF THEIR WORK. = Z LLJ 1 . 30 YEAR ASPHALT SHINGLES ON #30 BUILD NG PAPER AT ALL NEW ROOF LOFT FLOOR S.F. = 631Z F- 2. - 2. ALLROOFSHEATHINGSHALLBE5/8"TONGUE AND GROOVE COX PLYWOOD ON Q J FOUNDATION NOTES 3. 3'-W WIDE ICE AND WATER SHIELD AT ALL ROOF / WALL JUNCTIONS N] 4. GENERAL CONTRACTOR TO PROVIDE FLASHING PER MANUFACTURER'S TOTAL LIVING S.F. = 1,360 1 . GENERAL CONTRACTOR TO PROVIDE WATERPROOFING AS REQUIRED TO MEET INSTALLATION REQUIREMENTS AT ALL ROOF/ WALL JUNCTIONS = m ALL APPLICABLE BUILDING CODES 5. ALUMINUM DRIP EDGE 2. GENERAL CONTRACTOR TO PROVIDE ADEQAUTE DRAINAGE BASED ON EXISTING 6. ALUMINUM GUTTERS AND DOWNS SITE CONDITIONS. G.C. TO VERIFY WITH LOCAL CODES 7. USE SIMPSON HURRICANE CLIPS AS REQUIRED BY MASSACHUSETTS STATE Q 3. ALL CONCRETE SHALL HAVE A 28 DAY DESIGN STRENGTH OF 3500 PSI MINIMUM BUILDINGCODE NEW LIVINGSPACE 4. ALL FOOTING TO RESTON UNDISTURBED SOIL AT A MIN DEPTH OF4 FEET. SOIL 8. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING AND SHORING BEARING CAPACITY ASSUMED TO BE 4000 PSF TO AVOID EXCESSIVE STRESSES AND HOLD STRUCTURAL ELEMENTS IN PLACE 5. MAXIMUM DISTANCE BETWEEN HOLD DOWNS IS 6'-0" DURING CONSTRUCTION 6. MINUMUM BOLT DIAMETER IS i/2" AND MUST EXTEND 7" INTO FOUNDATION FIRST FLOOR S.F. = 1 ,582 7. ALL SILL PLATES TO BE PRESSURE TREATED INSULATION NOTES SECOND FLOOR S.F. = 1 ,239 • 1 . EXTERIOR WALLS TO HAVE R-21 GATT INSULATION WITH VAPOR BARRIER LOFT FLOOR S.F. = 565 2. FIRST FLOOR DECK SHALL HAVE R-38 BATT INSULATION WITH VAPOR BARRIER SHEET 3. ALL CEILING CAVITIES SHALL HAVE R-49 BATT INSULATION WITH VAPOR BARRIER TOTAL LIVING S.F. = 3,386 A 4. ROOF SHALL HAVE R-49 BATT INSULATION WITH VAPOR BARRIER M FILEN JDS21180 DATE: 06/23/22 PROD. MGR. JDS C.M. N/A E" W E � ohs CO � w W do m Exist. 2nd Floor nYa Exist_ist Floor FL . 8.5� _ __._._._._.__.____.___— Grade Grade Grade Exist. Patio 385 l EXISTING TO BE DEMOLISHED EXISTING TO BE DEMOLISHED LEFT SIDE (NORTH) ELEVATION FRONT (WEST) ELEVATION s<uE: :le 1'.0. IN w Zy Om N o > z Kn 3 S S ® Exist. 2nd Floor _._.___. . ._.__._ a o 00 p a Ld Wz N Q w = z Exist. isl Floor FL 8.6 z ~ -- - -------------- --. _ � N Q Grade Exist, Patio PATIO PATIO = m 11 EXISTING TO BE DEMOLISHED EXISTING TO BE DEMOLISHED RIGHT SIDE (SOUTH) ELEVATION REAR (EAST) ELEVATION : :/.• . : a K< .. Ile . :•_a SHEET AB1 FILE#: JDS21180 DATE: 06 23 22 PROD. MCR. JOS C.M. N/A H V s to W � s 271-70 IO'- I O' LU FEE] N � Q m :g Q a DECK ale CL KITCHEN DINING BEDROOM 3 PATH = SHNR BATH In > a CL a 3 w Y 5 5 BEDROOM 2 LOFT FAMILY ROOM PORCH CL OPEN Q z (n :�E Q W J EXISTING TO BE DEMOLISHED < Q �_ d 2'-7' 8'-3" 21 '-8' S' SECOND FLOOR PLAN 38'-5" mo N Q co M � m EXISTING TO BE DEMOLISHED = n FIRST FLOOR PLAN Q sole v.• - r-o• SHEET AB2 FILE#. JOS21180 DATE: 06/23/22 PROJ. MGR. JDS C.M. N/A n F s ARCHITECTURAL 0 2: ❑ ❑ ASPHALT ROOF W i uWz W.G. SHINGLE SIDING uj N Sm ® � ® ® ❑ ❑ ❑ ❑ PVC TRIM PVC RAIL SYSTEM Q N 2X6 P.T. POST W/ PVC TRIM T1 P. m 2X6 P.T. POST W/ PVC TRIM TYP. Grade •O G2de NO 131- 1 214 BREAKOUT PANEL Om o 3' 9' 0 -6• 2' 9'-6° 2' 2'-8° 12'-3° F 18'-51 O, S o -, VELUX 5KYUGHT 69'-42 2 w ARCHITECTURAL Yi S S FRONT (WEST) ELEVATION ASPHALT ROOF 1/4' . r_o Top of Plate o ® z PVC RAIL SYSTEM ARCHITECTURAL 2nd Floor ASPHALT ROOF Q < (n Q WINDOW & DOOR SCHEDULE w TYPE qMANUFACTURER'S UNIT ROUGH OPENING REMARKS ® ® ❑ W.C. c Q 16 U) J A 16 ANDERSEN TW 2842 2'-101/8° x 4'-4 ]/8° OOUBLEHUNG 2X6 WALL �R SHINGLE 5101NG J = W z B- 7 ANDERSON M281 2'-] 1/2° x2'-] 112° AWNING 2X6 WALL 9 - z 0 C 2 ANDERSON TW 2842 DOUBLEHUNG 2X6 WALL FACTORY MULL IN < L LJ TRIM 1 1 THERMA-TRU 3'-0' x6'-W FIBERGLASS - 2 LITE 2X6 WALL _ O 2 1 THERMA-TRU 2'-a° x8'-B° FIBERGLASS - 2 LITE FNO WALL New 1st Floor EL. 16'-0° C - 3 1 THERMA-TRU 3'-0° x6'-8° FIBERGLASS - FULL VIEW 2X6 WALL 4 1 ANDERSON MG 120684 11'-9314' x6-e' ' SLIDER 4002 XB WALL 0 5 1 ANDERSON FWG 160684 15'-9314° x6'-8° SLIDER 4002X6 WALL . 1. CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS _ 2. ANDERSEN 400 SERIES WINDOWS WHITE EXTERIOR, WHITE EXTERIOR, APPLIED GRILLS, LOW-E HP 4 GLAZING W/ SCREENS 8 STD WHITE HARDWARE Grade • • Patio Grade 4, ,' SHEET BREAKOUOUT—PANEL BREAKOUT PANEL fF--BREAKOUT PANEL A LEFT ( NORTH) SIDE ELEVATION FILE#: JDS21180 saU: 1/4' ° r-0' DATE: 06/23/22 PROJ. MGR, JDS C.M. N/A 12 op z FM0 VELUX SKYUGHT ARCHITECTURAL ARCHITECTURAL U ASPHALT ROOF ❑ O O a ASPHALT ROOF CIO W W v2 a 9 Top of Plate Q rc W.G. SHINGLE 510ING ■I/w■ /_: - A 10'_ 12 PVC TRIM — FF F] uim Elm2nd Floor a N Q El m � 0 o N� mm New lst Floor EL. 14'-6• PVC PVC e` US� r' RAIL 5Y5TEM RAIL SYSTEM ^� TYP. NP. •k � r' Grade Patio Grade 6'_22• 3' G -22 o \ N BREAKOUT PANEL BREAKOUT PANEL 000 0 N RIGHT SIDE (SOUTH) ELEVATIONS ° ARCHITECTURAL 12 vwi S 5 ASPHALT ROOF ip Top or Plate W.C. SHINGLE SIDING NEW PVC RAIL SYSTEM Q � - 2nd Floor W ; Milli i� l LLJ 0 2' J 2XG P.T. P05T 3 Q Lit o W/ PVC TRIM 0 = z TYP. Z 0 oN Q Ld O Now lot Floor EL. 14'-6' 0- 0 0. 2XG P.T. POST W1 PVC TRIM o TYP. Patio Grade I Patio Grade SHEET wwET �12'-5z BREAKOUT PANEt�2'-52 BREAKOUT PANEL �1 2'_ 1 ° BREAKOUT PANEL AL- BREAKOUT PANEL REAR ( EAST) ELEVATION FILEN: JOS21180 DATE: 06/23/22 PROD. MGR. JDS C.M. N/A Fm V rs cl) W - _ Z4 36'-44" U) ' 1 ZZq• 9 _ I 11612 - 116 3' 6' 5A W m m m BREAKOUT PANEL � _ •`/ / \� �\ \� \� �' /nIV _ / _ , _ / _ • a SHWR 7 _ b / O / 01 BREAKOUT PANEL ELEV. a� BREAKOUT PANEL l i / m _ M V O - GOND _ \ Z > - � UP ©p w > 0 K0 m 5 S a m BREAKOUT PANEL7 - z - -���-_-fir � % V / Q 9'-0' x 7'-O' O.H. DOOR 9'-0' x 7'-0' O.H. DOOR 2 a 0- O Q O NEW 12' 50NOTUBE w/ 28' BIGFOOT, 2'-58 , 5'-48' - 10° LLQ J �L 4'-0' DEPTH, W/ SIMP50N o 3: ui Q GROUND LEVEL FLOOR PLAN / SONOTUBE FOUNDATION PLAN CB5066-5052 OR P8566 POST B(E' Q z Z z O oN Q � = D W N O a- 0 O d SHEET A3 FILE#: JDS21180 DATE: 06/23/22 PROD. MGR. JOS C.M. N/A � W F- 2 = W V 51-91N 5•-y j. C N 2 3'-3' 3'-3• 2 G .UP� UP A A 17'-2° - DECK �yy ELEV 4,_�1 , PATIO GRADE ON OA 21 w - � MASTER BEDROOM UP A - MASTERTER BATH 9'- IOZ° 9'-BZ' CL _. D LAUNDRY u B n W m CL CL m CL ❑ 6'-2° o 5' Z h o . A BATH 2 g _ _ 00 0 0 a �� HALLWAY FOYER - DECK > 0 V 8'-7° 5'-G21 0v, 5 5 CLB MECH. ROOM _°�N CUBBIES BEDROOM 2 = 9._GI° _ E 3'-G' 3'-G° 2 BATH 3 A z BEDROOM 3 I���� �) UP Q A A L"(�JA A A A a . UP DECK 3'- 11 . 7'- I IZ 51-G. ]�- 1 . 5'- 6'-�° 4' 4'-B4° 13'-9a Q O :E O W —1 Li o Q V) FIRST FLOOR LEVEL PLAN = z o N Q ll- LliN O 2 O d SHEET A4 FILE#: JDS21180 DATE: 06/23/22 PROJ. MCR. JOS C.M. N/A i h � � Fu. m LU iiiiiiiiiiiit .. W V � m 29._91 . N 4 25'-9° _ DECK DN DECK r--s BELOW o I.J�J N w MST. /Qn1 _ N V 0 e _____________ O1 3 S . .e.. i . _- aMnd �— 4 _. A u BATH 4 G2 KITCHEN 4' ✓ 2�6° , rcl 4k-4w � DINING ROOM P t TT TRY REF 4 I DECK O m o 0 FAMILY ROOM 5 N DN So ' S S C'-o-° LIVING ROOM a A OFFICE 17 3'-C° 3'-C° 121 C GAS F.P. C Z A A U15T. EX15T. I Q a E�LUP O Q O (n :�i J w SECOND FLOOR LEVEL PLAN Q cn ADDED CD Z U a N Q Lv W In O CL O Of In SHEET A5 FILE#; JD521180 DATE: 06/23/22 PROD. MCR. JOS C.M. N/A H � V e0 (n W _ U71 CVs Nom W a/ tea " a ON DECK BELOW DECK BELOW w � EKIST. EXIST. OBATH 5 LOFT 8 A o o LOFT OPEN TO BELOW DECK BELOW O m a UI A > a Ka ow BEDROOM 4 B S ", OPEN TO DELOW E—] Z Q J DECK UP BELOW d Q O Vl :�i O W ATTIC FLOOR LEVEL PLAN o o Q Uj O Z N�tNaGN,�, .�:s.F. � � N Q Q C) = w V) O a O 0 . SHEET A6 FILE#: JDS21180 '.. DATE: 06/23/22 PROJ. MGR. JDS C.M. N A i Fm i � U '/ o € v / w a = tla 59'-42 WALL 2 3 m IB'-51. L1 � m] � � 3' 7'-B' OPEN 2' 3' 12'- 1 ' OPEN 3' 10'-2' 3' I2-5Z OPEN 3 C n ' c N z _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ N1 _ _ _ _ 1 � ` n s i I I i 55 I 1 ('-4_VEn , 5 _ pl I I 0 - I > 411 4'e I W I OX 125TEEL _BEAM i _ _ _ - 1 I � _ BEAM PKT BEAM PKT - - - - - - - - - - - - - - - - - - � i I i eein,oxassuueov.NWATn �a o r - 1 31ns Wc,c14anvWM , I w 9'-43. 1d-0o- • I I . 7•- Is. I O 1 12'-G' 2' 4 2' 2 2' m 2' 8i I _ _ _ _ ¢ n 1 e 1 W I OX 12 STEEL B MZIM12 5TEEL BEAM W I OX 12 5TEEL BEAM i W I OX 12 5TEEL B I z1we ) 0X125TEE JZ BfAM PKT i Om o OX 12 STEEL B z BEAM PKT 1 1 W I OX 12 5TEEL AMOX12 5TEEL BL BEAM �{_ W 10% I2 STEEi. B_ — _ — _ — _ _ L _ , L �J 1 s 1 BEAM PKT _ _ _ � _ _ _ _ _ _ J 1 i w0 I I I i I I 1 I w m I I I e , E L _ T 91' 2'-0o-' 13'- I T' OPEN Q Q 3' 9'-G° 2' 9'_G" - 2 3'- I " 2 2'-8' 2 2'-B° OPENING OPENING OPNG. 1 I W a, 18'-52 59'-4Z WALL I I g < �_ Q oZ = Z Q A C ss FOUNDATION PLAN ss Q o rq O L� SHEET Si FILE#: JDS21180 DATE: 06/23/22 PROD. MGR. JDS C.M. N/A FM B W H � 55 (3) i -3/4° XII -7/8° LVL Q z 55 i 55 � d (3) 1 -3/4° X 11 -7/8° LVL I I t __ __ ___ __• __ __. t e ELEV. h - 41 1 J V 10 12 T L EAI ... .. ........ L 2 x 10 P.T. FLOOR JOIST Q I G' O.G. W X EE B M I 5T EL EA 10 12 T L 5T EL EA 1 _ N o 10 12 T L O m o N Ea > o W X 2 E B_ M 5 El Eq 10 12 T L 1 1 ST El EA e s 3 w S 5 2 x 10 P.T. FLOOR JOIST Q I G' O.C. ON UPRi , (3) 1 -3/4° X 11 -7/B' LVL i d Q (7 V) z w I I Q vi a 1ST FLOOR FRAMING PLAN = Z q C Z ss ss N Q r7 >— = O J Li F N SHEET S2 FILE#: JDS21180 DATE: 06/23/22 PROJ. MGR. JDS C.M. N/A n i I FM FM I V � W 41 IW x FEE LLI 55 Q ` n A I N C DECK 55 RUBBER ROOF DECK 56 BELOW 5Y5TEM WITH 2X4 SLEEPER$ I 2 x 1 O P.T. DECK JOIST 16° O.C. ' W I OX 12 STEEL BEAM 0 (2) Fx 10 KD FL OR JOIST @ 1 oyC. Off. O o�" o a w O KD OOR 015T @ 6' O.C. '.. DN UP z IUP DECK -i BELOW d I :�E z W I I o Q V; 2ND FLOOR FRAMING PLAN o = Z A C z 55 55 m9, (V Q Q' >- 0 = o 0 z N • SHEET S3 FILE#: JOS21180 DATE: 06/23/22 PROJ. MGR. JOS `n W O F 2z zw D W VFW a a 55 I 2X 10 ROOF RAFfES I0 O.C. @ ELEVATOR 2X 10 KD FIAT ROOF J015T @ 16° O.C. 2XIOKD@ 16" O.C. I I i2X 10 ROOF R \FTE5 16' O.C. i 2X 10 KO ROOF RAFTERS @ 16' O.C. 2XIOKD@ 1640.C. r-3/4° x_ 14° LVL RIDGE O_ m So ¢ a 2X 10 KD ROOF RAFTERS @ 16' O.C. 5 5 A rc I KD ROOF IF @ 6 O. oz. I I 2X10 KD @ 16° O.C. Q I n � a I a � � Z Z ROOF FRAMING PLAN Q z ss 55 o N Q O O a • SHEET S4 FILE#: JDS21180 DATE: 06/23/22 PROJ. MGR. JDS C.M. N/A link W��EW�NMMnt In 10 1 a,< vu Jim Ow p1movot V o J5klQo Op rokl�MD ON vu=�mp mmbq,wr b W 4" 1,13KAVOWID14' LVL RIDGE 'atisa'^"- > " 164X"`^ 14' LVL RIDGE r 1 m KO RIDGE w., 12 Al u,..sue�x, ,n .4x, oux 10 Q _ uj2XG COLLAR TIE n ',{ ATRAFTER 16' O.C. m /'lsscrwa ®wuLrx 2X 10 ROOF RAFTER s e VJ,s.,E,,.re 12 M� l 2% iO ROOFI6' O.C. o RAFTER 2X 10 ROOF RAFTER AT IG' O.C. AT 16' O.C. ` a 4X8 BEAM AT 1/3 POINTS n2K 91FOA WFT�+ v (3) 2X8 WINDOW (3) 2X5 WINDOW HEADER HEADER 2X6 5TUD WALL AT 2X6 5TUD WALL AT 2%6 5TUD WALL AT FAMILV ROOM 2X6 STUD WALL AT I GO O.C. I GO O.C. I6' 0 C OC 2X 10 RAFTER AT 2'-G' - 2'-6' 2% I O RAFTER AT 6' O.C. I 6' O.C. 3/4• ADVAWECH 3/4' ADVAWECH 0 r a u sae.. 2XG BEARINGr� 1zlz.,p N .s o ceEv 2X6 BEARING —� (3) 2X8 WINDOW 3�-4° W[7LLL 2%6 FEARING (37 2X8 WINDOW WALL 2X6 BEARING (3) 2X8 WINDOW (3) 2X8 WINDOW HEADER r-�-' WALL HEADER - HEADER WALL HEADER w r �. ----------s-x HALL m 10 =1v '� ;p v 1ECH. ROOM HALL LAUNDRY m _ 2X6 5TUD WALL AT m a a - F 2X6 STUD WALL AT L"' _ 2X6 SND WALL AT - 2X6 STUD WALL AT 16' O.C. 16' O.C. - 1 1 '- I O4° i_r 4'-3z 12'-2q' 16° O.C. 16' O.C. g•-qq° 4•-3 8'-8q' N 1 3/4' ADVANTECH 3/44 ADVANTECH O m o aooasuv. rr.Q %'0 c. "ar ,s rLo aaay. Asa• racoa aex. a.r.® iw o.c x �"v.i.® is "c. xev israooa ELnv �sr W c 2X I O P.T. x. srr ® 2X 10 P.T. RIM J015T 2X 10 P.T. RIM J015T , 2X 10 P.T. RIM J015T , s� oc. � � z. �p z. io RIM JOIST (3) -3/4" X _�_. (37 1 -3/4' X (3) 1 -3/4° X (3) 1 -3/4' % acao Euv. ixo ,._ II -7/8° LVL _-_"_-"--_-_i /8" LVL 1 -7/8° LVL _ 7/g° lVL -------- _- _ ____ _____________ ------ __________ ___ ____ ___LLoon E�tv_.iia n.cao sxEv. iza _ __.,, __ ____ ___ __ _ _ _ _ ____ ____ In o mm BREAKOUT PANEL - BREAKOUT PANEL (o BREAKOUT PANEL rsnowa orsxw"i BREAKOUT PANKt p In I a o - - r.ori �� WALL I ;GI -9 Lxlrsarva anz• w 2%6 STUD WALL AT WAIL 6 9 Lp TO R IM WALL ------'------_ 1G O.C. Izlaassza aax WALL Q Z aoaoaa __________________________________________________________________________ _ noaoaa . .................. _......._.______,.___,______------____------------------ ________________- 21 '-5' L1J o U TYPICAL ROOF CONST, CROSS SECTION "A" TYPICAL WALL CONST. 2x4 P.T. SLEEPER Q N J015T CROSS SECTION "C" a = Z 1 . 2X 10 ROOF RAFTERS @ 16 O.C. J + 2X6 5TUD5 @ I G O.G. 2x 10 KD FLAT ROOF sr"c 'z° - ,m z (J 2. 14' ROOF RIDGE 2. ALL I ST FLOOR HEADERS TO BE 2X8 KD, W O% 12 J015T AT 16' O.C. (V Q Z 3. 5/64 COX PLYWOOD 5HEATIIING G•-9-3/4° FROM 5UBFLOOR STEEL BFAM (3) 2Xg WINDOW 0 4 . ARCHITECT ASPHALT ROOF 5HINGLE5 3. ALL 2ND FLOOR HEADERS TO BE 2%5 KO, - - alv HEADER _ _J 5. #30 FELT PAPER, ICE AND WATER 3' AT G1 60 FROM 5UBFLOOR EAVE5 AND VALLY 4. I/2° PLYWOOD SHEATHING - 2%6 5TUD WALL AT 6. (R-49) IN5UTATION 5 . (R-21 ) IN5ULATION III 16' O.C. Q] 3/4' ADVANTECH 7. 51MP50N 12.5 HURRICANE CLIP5 AT G. 1 /2' GYP5UM BOARD 2X 10 P.T. RIM J015T ALL RAFTER END5 7. W.C. 5HINGLE 51DING 8. ALUMINUM GRIP EDGE B. TYVEK OR EQUAL VAPOR BARRIER + gyp r ® ieo.c 9. ALUMINUM GUTTERS (3) 1 -3/4" X 1 1 -7/8' LVL WIO% 12 STEEL BEAM BREAKOUT PANEL SHEET pawGmdgso S5 CROSS SECTION "B" FILE#: JDS21150 sr. .- 1° - 'x DATE: 06/23/22 PROD. MGR. JDS C.M. N/A 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 1/6     Parcel: 324-073 Location: 32 HAWES AVENUE, Hyannis Owner: BOSCHETTI, DEBRA M TR Sewer connection files card_1 Parcel 324-073 Location 32 HAWES AVENUE Village Hyannis Town sewer account Active Developer lot: LOTS 188 & 189 Road type Town Fire district Hyannis Property Record Card Property Record Card PDF File Secondary road WHIDDEN AVENUE Road index 0675 Interactive map CWMP Sewer Expansion (subject to change with final engineering design) None planned at this time  Owner:BOSCHETTI, DEBRA M TR Owner BOSCHETTI, DEBRA M TR Street1 401 WEST FIRST ST UNIT 401 City BOSTON County Co-Owner 32 HAWES AVENUE REALTY TRUST Street2 State MA Zip 02127 Country Book page 26178/0191 Street3  Land Acres 0.23 Topography Level Utilities All Public Use Single Fam M-01 Street factor Paved Location factor Water View Zoning RB Town Zone of Contribution AP (Aquifer Protection Overlay District) State Zone of Contribution OUT Neighborhood 0114  Construction  Building 1 of 1 Year built 1934 Living area 961 Gross area 3486 Style Conventional Model Residential Grade Average Stories 2 Roof structure Gable/Hip Roof cover Asph/F Gls/Cmp Exterior wall Wood Shingle Interior wall Drywall Interior floor Hardwood Foundation Heat type Minimal Heat fuel Gas AC type Central Bedrooms 3 Bedrooms Bath rooms 2 Full-0 Half Total rooms 7 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 2/6  Permit History Issue Date Purpose Permit Number Amount InspectionDate Comments 08/07/2012 Wood Deck 201204670 $10,500 05/07/2013 REPL DECK 28X13 04/09/2012 Remodel 201200879 $59,500 05/07/2013 REMOD BTH-NW BTH UP-STORAGE RM TO BDRM-REPLC WNDS-INSULATE- REFIN & NW FLRING-REPAIR STRUCTURAL IN BMT-NW WALL COVERINIGS 11/22/2011 New Siding 201106616 $7,700 06/30/2012 RESIDE  Sale History Line Sale Date Owner Book/Page Sale Price 1 03/22/2012 BOSCHETTI, DEBRA M TR 26178/0191 $1 2 10/07/2011 BOSCHETTI, MICHAEL J & DEBRA M 25738/0259 $649,000 3 02/02/2007 BARR, FORREST O ESTATE OF 21752/0190 $0 4 08/18/1997 BARR, FORREST O 10903/0347 $100 5 08/25/1987 BARR, FORREST O & BETTY M 5898/0114 $1 6 11/13/1936 BARR, JENNIE H E 0524/0114 $0  Assessment History Save #Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2022 $172,600 $28,900 $24,300 $469,100 $694,900 2 2021 $139,900 $28,900 $24,300 $454,300 $647,400 3 2020 $131,500 $24,700 $21,400 $454,300 $631,900 4 2019 $114,500 $24,700 $22,100 $454,300 $615,600 5 2018 $82,100 $24,700 $21,000 $530,200 $658,000 6 2017 $80,800 $25,200 $20,900 $530,200 $657,100 7 2016 $80,800 $25,200 $20,900 $539,300 $666,200 8 2015 $96,600 $28,200 $19,200 $514,500 $658,500 9 2014 $96,600 $28,200 $19,600 $514,500 $658,900 10 2013 $87,400 $27,700 $0 $514,500 $629,600 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 3/6 Save #Year Building Value XF Value OB Value Land Value Total Parcel Value $,$,$$,$, 11 2012 $81,700 $11,000 $3,000 $443,900 $539,600 12 2011 $101,600 $0 $0 $443,900 $545,500 13 2010 $101,300 $0 $0 $443,900 $545,200 14 2009 $99,400 $0 $0 $458,400 $557,800 15 2008 $105,700 $0 $0 $422,900 $528,600 17 2007 $121,300 $0 $0 $422,900 $544,200 18 2006 $100,800 $0 $0 $598,800 $699,600 19 2005 $91,000 $0 $0 $485,000 $576,000 20 2004 $75,100 $0 $0 $788,100 $863,200 21 2003 $63,500 $0 $0 $162,000 $225,500 22 2002 $65,300 $1,500 $0 $162,000 $228,800 23 2001 $65,300 $1,500 $0 $162,000 $228,800 24 2000 $50,900 $700 $0 $78,100 $129,700 25 1999 $50,900 $700 $0 $78,100 $129,700 26 1998 $50,900 $700 $0 $78,100 $129,700 27 1997 $63,400 $0 $0 $59,700 $123,100 28 1996 $63,400 $0 $0 $59,700 $123,100 29 1995 $63,400 $0 $0 $59,700 $123,100 30 1994 $72,900 $0 $0 $82,700 $155,600 31 1993 $72,900 $0 $0 $82,700 $155,600 32 1992 $82,800 $0 $0 $91,900 $174,700 33 1991 $82,100 $0 $0 $81,600 $163,700 34 1990 $82,100 $0 $0 $81,600 $163,700 35 1989 $82,100 $0 $0 $81,600 $163,700 36 1988 $93,000 $0 $0 $31,200 $124,200 37 1987 $93,000 $0 $0 $31,200 $124,200 38 1986 $93,000 $0 $0 $31,200 $124,200  Photos 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 4/6 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 5/6 7/15/22, 9:36 AM Parcel Lookup - Parcels https://itsqldb.town.barnstable.ma.us:8407 6/6 © 2018 - Town of Barnstable - ParcelLookup