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HomeMy WebLinkAbout0036 DAISY BLUFF ROAD � ��is G ����� �� J �-� - - - - i 1� Twr>, TOWN OF BARNSTABLE Permit No..35604 BUILDING DEPARTMENT I s.un I TOWN OFFICE BUILDING Cash HYANNIS.MASS.02601 Bond ... X........ CERTIFICATE OF USE AND OCCUPANCY. Issued to Donald & Rita Hawkins Address 36 Daisy Bluff Road Hyannis, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID. AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. July 27, 19 93 �G ... ... Building Inspector ��•°���w TOWN OF BARNSTABLE BUILDING DEPARTMENT TOWN OFFICE BUILDING rya �6 9 1q• HYANNIS MASS. 02601 MEMO TO: Town Clerk FROM: Building/ /Department DATE: 71Z71 An Occupancy Permit has been issued for the building authorized by BuildingPermit #........... (l�l . ... ................... .............................................. .................... ». ...» ... issued to �� . ... ......... J / �s 3�� ..... i� )�.. ` �. y.r.. C!y Please release the performance bond. tm A A.:NN OF BARNSTABLE, MASSACHUSETTS A-32.6 081 :nur1,-1 15 93 r- Ys I DATE r t• ?,. I APPLICANT'_ T11110t}i\% Tudor _ (t9 OaEF}NHT N9, .. J ADDRESS Lrit ,11.. �f 4 1% (STREET) 1 PERMIT TO Build dw�, =i�ig S _,)gle family dwe11iI1 ,1 (_) STORY l ElER OF (TYPE OF IMPNOVEMENT) NO. D ELLING UNITS' (PROPOSED USEI ' r b JF11ti ;� lui: Road, t .- .,nrlis y AT (LOCATION) ZONING '{ (NO.) (STREET) C .It d !. ry I -et (CROSS STREET) AND .�•., s3 1{ S _ E (CROSS'STREET) l ,. SUBDIVISION LOT BLOCK" LOT` a�.. SIZE' •r!Y..A� t a.?} -i ` BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFpRJYI <; 31 •' TO TYPE USE GROUP BASEMENT WALLS OR FOUNDATION r t t { REMAR o- , i� (TYPE)er•' r TUt7N SEMI -� - AREA OR :: 3268 c" it• r 300,000 "2 VOLUME PERMIT P ICu81C S0 DARE FEET) ESTIMATED COST $ FEE :a. Ytitce Donald & Rita Hawkins Ir; ADDRESS - � BUILDING DEPT, •,a. BY �>Z: EOM fHE DE PAR TMEN T'OFP UB LIC WORKS.-•THE ISSUANCE OF Tt115 P _ rlTi 'F X! 17 OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. ERMIT OOES-NOT RELEASE THE APPLICANT FROM THE CON_DIT10 MINIMUM OF THREE CALL INSPECTIONS REQUIRED FOR APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED. FOR I. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MLECTRICAL•INSTALLATI9NS.D;. 2. PRIOR TO COVERING ST•VCTURAL QUi,ZED,SUCH BUILDING SHALL NOT of OCCUPIED UNTIL FINAL INSPECTION TI TO LATH). ,i•. 3. FINAL INSPECTION OEFCRE FINAL INSPECTION HAS BEEN OCCUPANCY. MADE. ti �•. POST THIS CAR® S® IT IS VISIBLE FROM STREET.:,-- BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS T ELECTRICAL INSPECTION APP VALS , b • �E f 2 2 Z — y 1 n . V. r 3 _ HEATING INSPECTION APPROVALS ENGINEERING DEPARTM a� ' Cil E 5 J s OTHER I "�a ����� •• K,S 4 c Zy BOARD OF LTH U 0 WORK SHALL NOT PROCEED UNTIL THE •.SPEC. PERMIT W! TOR HAS APPROVED THE'VARIODUS ST: LL BECOME NULL AND VOID IF CONST OF WORK !S NOT S7gRTED WITHIN SIX MONTHS OF DATE TIRE INSPECTIONSINDI TE,- P'nb �r r CONSTRUCTION. PERMIT IS ISSUED qS NOTED AB v D_ NjWSECARpf ' c ! 0 E ARRANGED FOR BY.'.,TELEPHONE j R 1VR1 t NOTIFICATION. '` +•P' •y"' " mm _ I C a 3 "e. ' I `PHILBROOK �•J ENGINEERING FIELD REPORTWORKSHEET Project No: 10-20 158 MAIN STREET =" yam, p YARMOUTNRORT;.MPSS:ones �,_ Sheet NO:. 1- Of 1- 1. 1 , { G.ENERALIDESCRIPTION Narrative 1 1 L� ,� { Location �t {1 tom' 3A1�-ah ► t a 3 A is 1 13 W^(f I- �l o+.►a��); tnld , r Z Gc� a `Con trllctiori t s , apt'� a3y •� r '! t 1. 1/ iL,4-5 S SPECIAL CONSIDERATIONS , 5a C1L W.M i M- OL 9 y S 1rf (,.j!►Lnt Pow Use Group(s) �? Construction Type Jr U z N�1 nnnt�,ci T M1sC o Comments 1 In. PA .RAt'£ ..�V IA-) t F L1r. 51't1n1G 1 La•/aU i) r .>7ar� is`"•ck r I I ` v. l �7z \�G J r�Ci I<•f�V - 1 t DESIGN' CQNS?DERATIONS J r:�f Soils Data Site. Plan or; Boring -Log, available: YES / NO -' . J i Preparer i of:: plan: or F ,', ,, ,,Direct j Observation YES -CC:,_ rr ,/1 'T L1(m ..`S''�+'VL-1 ptlon�DeUSCS S sc Class Specifics Br;(allow? Z.�SOU alb/sq f t -� or W/o -allowable increases Fire Y Data �' Wj. Wv� 'tJ 1A31�1 a .w � � 4 s w� 1D fu 4 �M1 3+ r 7 Loads' 'SBC Location %sq k 1t, # f t Dur : Note SuY, Basement - -----i t 0-- -{ - " ' I +4;, 1st ,Floor CIO 2nd Floor { ., a 3CL 1.0 r AtL1C , 3;,,•;4, fit, ��, � ,Y f[ � . - `; � 1 0 ,• Nd� ��P,o�� ;fit �tStairs/Corridors v Sf s ¢ to r �:Balconys . 6 0 1 0 ..:.. _�.�T1j f» tt ',%partitions:` 2x4/6 — ;:. lv 1 0 Bear/Non Bear p;��Snow m _ 7 /12�>l Lo ZS 1,15 . ;Zone sip t,;�ti ;Wind - Re`f Pres Zone _ - a worst +% ek Z L + .is Fl oor 2nd . Floor Atticl Root * Nlisc rci i _______ . 't r LIVE- LOADI `I� ---- -r-� € h Y , - LOADS , Go } r" DED LOADS---=---- -- -- ---------- ------- ,q -- s � >vlisc ; Z t2 1 `f _L l 3 �p 'tb 1 -- _ `2 D G tJ C3 ��2�.6_C�71a Y DESIGN TOTAL I --- S- -- ==y �� ZO 33 µ �I w/ round I y w/ . 5� on DL �, �,;,.,, Vill " �zb y� r aNET (UPLIFT (DL&W SC i .67 ( ) _ lb/s f L < } Q �.. t Y Ipi P82•FRW-7 Y, ,. r .,�._-_`�t�t�' •�',*1x'�-#' _., _ ':5,< :._ t t�,"�°i. ""t"Y '�: .4. R`a � .` . +. .n'1 n. ¢; .. .""hx". b.:,.ri• ,+ �m,'w.✓ / rrnt_an P`�0 2D ENGINEERING FIELD REPORT/WORKSHEET Project Na YA MAIN OU STREET Sheet NO: Of VARMOUTM PORT,MASS.0Y87S i 1• 77 v) t3 -aa L GvSSt_h') CDx L_VI Lo L Tl O5-1 N G1C - 1 ►l ,� C0 P�_rI u0 0h j ZO U 'P3 T �v = 9 5 P ` W I t� �.►�SL"7 "rL L � �. � iIA rw Sc �► �3 Ra�,� Cr SVpP - J ol�n�J�. or�T/ 16 �c� - a a Z� 12 � 1(," o_c_ U 1G I,.i� �/J-r►t tc+-, . �vP �tu�1f �"L�oti '3 l�t2tL �`�/TUYLL WAD �'l-v t/n +- W 1 QZ01= - 3 12/z -e 3"3 a 1 v Z &0 /�P r. S .S P� tJ : 2•p� 0 �S ��LvrL � 130 'Fi1« So flt-l=- Pat I PC CA .ZD 2u482 FRW 7 Alb- P rrnLDnvvr% ENGINEERING FIELD REPORTMORKSHEET Project No: n`j0. 2D Q ,ss MAIN STREET Sheet No: 6 Ot YARMO PORT,MASS.04875 .. a 1•SO&782.95712.9377 . (--Zkb-4 - s,s =.5 -000 Ww . t L L � �n1 + -7Llo M ,'11 Zi��` \may a } ix I• _ j � � 1 .� 41 s fiv16;j L LL Z :3 ) 510 I iut '34t)N� 310 It/ _ZJ_r P82 FRW-7 t'P11LDPf ENGINEERING tr'90-Zo ENGINEERI FIELD REPORTMORKSHEET Project No: 156 MAIN STREET YARMOUTH PORT,MASS.02675 , Sheet NO: G13 of 1.506.062.9677 n .._ P l'A 1 W \ _ , � _ . . : �-�;,�s'�rn�,a ►., ��-�ITN a 2-Vz-. 7-*A4 > S22 L f4 ax! Lij a GA if ���5 � �) Ll ) Z� 1 0 # Zoe ` �l� S� r F P"r. �s a . . F F h i t �L LsZI r i PJ %4/ o� m v c IIN LL1Sr v tia-OA-,n- Fuu� n��l C:�j L\j L1 � GoU # .u/Z PC- 515 h c.1-5 t b �I F T a' PAO-7 ElmCheck (TM) version 1.0 (C) 1989 Fujitsu America Inc Orientation: I Z Y FUJITSU AMERICA, INC. ISECT MEMBER - BEAM Z'=� PASS• SHAPE W12X22 AISC .STRESS CHECK ON CRITICAL SECTION 10.192 FT FROM END i `R 1.5.1.1 Tension . . :1 .5.1.2 Shear ft (Ft) .00 (21.60) pass fv (Fv) .00 (14.40) pass 1-.5.1.3 Compression 1.5.1.4 Bending - Major Axis fa (Fa). .00 (20.74) pass fas (Fas) .00 (20.74) fbx(Fbx) 19.18 (23.76) pass R1/r 17 . (200) . . max unbraced diet 1.25 ft { Bending,- Minor' Axis 1.6.2 Axial Tension & Bending fby(Fby). .00 (27.00) pass form. 1.6-lb . 807, (1.0) pass ' shear.istress maximum 2.48 ksi- occurs .000 ft from end i z _ LOADS ACTING ON CRITICAL SECTION---------- ,. FX , 000' kip MX ` .000 kip-ft FY 000 MY ' ..000 k z FZ :.000 MZ`" 40.5 ---------------------------------APPLIED LOADS------------------------------ ---- end i --: --- end. j -' .FX .000 kip , MX .000 kip-ft FX .000 kip MX .000 kip-ft ` -FY -7 .95 MY .000 FY -5.80 MY .000 FZ .000 MZ .000 FZ .000 MZ :600E-01 ---- distributed load ---- ---- concentrated load ---- fy' .780 kip/ft .000 ft FY 2.830 kip 14.000 ft fy . .780 14.000 . fZ .000 .000 FZ .000 .000 fz .000 .000 :;. .----------------------- -------STABILITY PARAMETERS-------------'-------=------- Ry 1.00 rgy .8480 in Fey 477 .287 ksi Cmy 1 .0000 ...Rz ' 1.00 rgz 4..9065 Fez ******** Cmz 1.0000 I . -------------------------------STRESS PARAMETERS------------------------------ ..AREA .6.480 in2 Iy 4.660 in4 Sy 2.313 in3 YLD. 36.00 ksi LEN 20.000 ft Iz 156.000 Sz 25.345 ULT 58.00 E 29000.00 -------------------------------SHAPE DIMENSIONS------------------------------- d 12.3100 in bf- 4.0300 in tf .4250 in tw' ..2600 i TITLE FOR REPORT: P90-20c ROOF BEAM Y FINAL RESULTS END SHEAR END SHEAR MAX: MOM. MAX. MOM. MAX. POS. DEFLECTION SPAN (left) (right) (left) (right). MOMENT (inches) ------------------------------------------------------------------------------- :. _ ;1 - , 4.5 2.9 - 0 .0 0.0 - 23. 8 @ . 8 . 8 ' - 1 . 24 NOTES:. 1. Shear is in kips , moment is in ft-kips 2. End shears are positive up 3. Maximum positive .moment location is distance from left end, 4. Deflections are .positive down - SPAN LGTH .AND STIFFNESS . DATA ---------------------------------------------------------------- # SPANS (12 MAX) 1 tSPAN 1 .,LENGTH(ft) /Ixx(in) 20/621 'DEAD, LOAD SPAN LOADS" :. ;Loads are, entered as follows (+ down - forces in kips) : Distributed D ld-per-ft (eg. D1.5) Partially distributed P ld-per-ft/start/end - , (eg. P1. 5/5.2/9) Concentrated C ld/position (eq. C12/9. 3) u' 1 SPANS T01LOAD (start/end) END. if done 1/1 LOAD D.13` 2., SPANS TO LOAD (start/end) END if done 1/1 LOAD P.22/0/9 3. SPANS TO LOAD (start/end) END if done. 1/1 LOAD C.54/4 .05 4. SPANS TO LOAD, (start/end) END if done 1/1 LOAD C2.31/9.0 ars-, MMONWEALTH � 7�� DEPARTMENTOFPUBLIC'S c y w 1010 ON`COMMONWEALTH'A I •y r fi +k:. ABOST MASS.`04215 "'a�' ` ;'` ��,±. e �J. a a F l�nSSACHUSEiT3�� � r ��yt�� # r "ENCLOSE ChiECK OR MONEI!ORDER .w c`� t ..w•th.w b+< n-_ Y to ur 4 x �OH R S�P c ,(� EQUIRED FEE IR ATIOIV DAT � ��D PAYABLE TO*.: '- . �6130/1993, r EFFECTIVE DATE. i w e �" RESTRICTIONS, ., HCOMMISSIONER OF PUBLIC SAFETY"4 �t t{ (DO NOT SEN.D CASH.IMT �2 HESTE ;S INCRE ASE ON 'BE) AGN, M OZ SE E13=44 . R e"' ty,, ^" :_+r�ahr✓" .'° �� 7���^k '� <> h2 't`y"S'S : �;�, .t ,� tt i wroTo lelasiwG orR ONLY) A� '; FrCO tEBs�r 1. 1989 - f,. xNOT VALID UNTIL SKi)+ED+BY fl k�i �q'.X�SIAMPED}FLLLOR s x DOB � sS 02/!;5/ 1 0 j LICENSE -'::STUB.? THIS DOCUMENT MUST BE CARRIED ON THE PERSON OF SIGNATURE', UcNSE SIGN NAME IN FULL-AB 0 VE SIGNATURE LINE „} �'.'• THE.HOLDER WHEN ENGA4 a {r RS RIGNTi7�UMB PRINT ED IN THIS OCCUPATIOj3' �k i; `-1 1 4" LL a ti BAXTIER & NYE, INC. Professional Land Surveyors and Civil Engineers 812 Main Street •Osterville, Massachusetts 02655 Tel. (508) 428-9131 K FAX (508) 428-3750 WILLIAM C. NYE, P.L.S.- President RICHARD A. BAXTER, P.L.S.-Vice President PETER SULLIVAN, P.E. Vice President Engineering December 15 , 1992 Re : Flood Plain To - whom ,It. May Concern . This is to certif, ' Sthat the house Y proposed for Assessors Map 326 Lot .'81 Daisy Bluff -Road Hyannis and the further shown on a plan - for Donald S`. &. Rita B. Hawkins , dated 10-17-90 drawn' by, Baxter ° & Nye Inc . has- the first floor set at elevation 15 . 5 . The.; surrounding ground .is above elevation 12 . 0 . The 10,0 year flood elevation. a`t thist`'siteti.s 12 . 0 : t., All .elevations are based on N .G. V. D,. The house. 1s. ,therefore located in the " B" zone . Feel ;free; to call :<<if you have any:, ques't ions . Very t u y yours , 1 William C . Nye, R Baxter & Nye, Inca . MEMBERS OF, CAPE COD SOCIETY OF PROFESSIONAL ENGINEERS AND LAND SURVEYORS I AMERICAN CONGRESS ON SURVEYING AND MAPPING MASSACHUSETTS ASSOCIATION OF LAND SURVEYORS AND CIVIL ENGINEERS g • �r%­ zwR-re .i - N V u s� , 1 iL-L 7t �r t g VML A NYE �- g No. W-14 �� T . . .. .. : Ga.-rim/moo oar �l�t,v C� ;r�Y r�� r � c.► �3 ,� CA riv APO a SC,4 Z_C-: = 0,�7"� j�2. 73 )t;?.AIA wA::laJ5, fi ' jo. lie fib ,vow �,a.��"� /.sr�.(22T-ZP L/,C) _5V,4 --o Tc� per=T�,�!/�S/ ,�-C��".�./it!65; .4f�1�, /C',�i�?"�.' ��x A.�: �`-1' j �j h4t�UrJ TOTAL P.01 . .. „' HAWK HESICQJCE 9.w '.:h - r 5 /•- ��°t}z14� E 7-,� r�.va..rarean.ra 1 % r = y. papa Ali y t I rIF WHOLAER WHO IL ARCHRECT,. 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[ }I ,{ t r t 1� t s - � i '`. �` �I(� o ` `y.n+'biw.1•o.K4 Y i"�r M.-.1.wa.Y oinnl•...n I�.hI n I � �S � — .N.r�•. I I a.e.a. tl n �fi� I i - I - . 1 T �� 'Nb�C .a.u.• I f [eu.._. -4 =�. I �f rv+Mi�w�+a L l F rl d S o._�. !.-s• !.•!. ..9.. !.. v�• o e'.o a -o�• I � u'•d !•-4• � �� � .w�..e ovs»ae 1.,r f .I ..{i I jl i \ l _ _cc+.a 'ar 1 p+�• ' �1 rile s i:7 1 F 1 ,4 a � "� 'tT�`'y,; �r�4S-.`.• \ .,r,m+K.. .o,r.•,,.- I. DOREVE Nip-IDLAFFF { S ? r.t•P-+aN asi- 6 _ - ____ - S t *a3 `� o ARCHITECT. W. k: i 1 � yh Ic.J �.:.`w"'I�ww i..-u..�w:e 4 -� ® +�r''� I es�+..le••n - I: a .:r. 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OA lei 14. - 4 Assessor's office(1st Floor): r Assessor's map and lo4nuer 31 a 6, -,0�Conservation ° f? A/ l�Board of Health(3rd fl „.Sewage Permit numbe � $ae��stak�lc b,y D ssar7r�nt rug Engineering Department(3rd floor): w'.i0n 6639.OepanmenL ° House numbers Definitive Plan Approved by Planning Board 19 ed APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only ; O TOWN OF -BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO d0ll,Srl"d 7- 11,41C2 ,ate c-,�Q/�� TYPE OF CONSTRUCTION 4000,O ,/11N66.E 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �� B��Sr ��uL'F /PDfirO �i�yit/1-S Proposed Use Zoning District J� Fire District lllvlo9 IZ6 Name of Owner ///S Address ,a/y/ S Name of Builder Addres � O Z6 7b Name of Architect &16 ffdl- 4,6Ff Address TEle i Il4 Number of Rooms f Foundation Exterior zoo e y X"V I /6 4 F' Roofing LUDyd es S Floors /14RO 4Jod 0 Interior ,Z).4 ✓ al,444. Heating �O7' 14112 Plumbing Xd Fireplace Approximate Cost 300 040 U 16 Area Diagram of Lot and Building with Dimensions Fee i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding str ctio . a ame Construction Supervisor's License 00 o A0 Hawkins, Donald & Rita ` 35604 two story w a No Permit For .y single family dwelling Location 36 Daisy Bluff Road Hyannis ' Owner !Donald & Rita Hawkins Type of Construction frame t •1 v r .. r r _ ' Plot Lots Permit Granted January 15 19 93 Date of Inspection 7�i 19 t Date 91767,4125 19 1 Y 7 Y 1 Cr u,.''l �✓ CCU '� � . �, +.- '�. } i.. . � ,,.:...-• A .. '" v•. •.! d � r + i +o v�! ram. i Assessor's office(1st Floor):_ 6 �,, Assessor's map and l umber '� i THE Conservation ,,/ � —����— —� y le Board of Health(3rd floor): • �.7l�`� ssa»TULE Sewage.Permit number ��w t y ru• Engineering Department(3rd floor): °o #639. \�d' House number �0 MAI A'• Definitive Plan'Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO TYPE OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following infZIJAJIS : Location Proposed Use Zoning District is nct �.�/— Q Z l 02 -399 7 3.9-0 Name of Owner O v Name of Builder �` /�JS Address Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee .��� �r Co N S ,x C N #, 0CT, low OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name A� %`f ,' Construction Supervisor's License HAWK.INS, DONALD S. & RITA B. No 35410 Permit For DEMOLISH Dwelling _ y \ f y Bluff Road 36 Dais Location • a ~ v _ Hyannis Owner, 'Donald S. & Rita B. Hawkins j , ^ Type of Construction Frame { _ , Y Plot Lot Permit Granted September 30,19- 92 Date of Inspection 19 1 Date Completed �Qr�Z�` �19 Y A r � r 1