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HomeMy WebLinkAbout0320 STEVENS STREET L320 STEVENS STREETt F' Town of Barnstable Building Post,This Gard$oThat itatsVisible F,ro .rthehS„tFeet >Approved,plans,Must be.Retained on Job and this Card Must be Kep IAYWHiwBLE; MASK: � � � .' � Posted UntilFinal InsllectionHasBeen�MadeFF ��Q � ,, 1b s:, -EX s .;✓ t pz;:°. ,Y<r:,"v.<.:x,.` :€.' rd:� aar :Fu '.., s"hyt .� -Ra"kp€.. .t:9v,.;. )s ;t,;:i"` s� '_`� ,� .r'',�' • 39' ♦. a. t"E'<.3 w"��-:.;.✓" x.....:. +ha":,:, P ,.a,. ;t.. w;.,:� a?` <-. k. :, : ,.;sA.v3`,�€:i. .�.. .... ,: �, r sA i 3....;..i:. .> Permit m R W:ere arCertificateofgceu anrc Ais�Re uiredsuch B:uldm shall Not be�Occu eduntilaF�nallns ection has been made 1 el lily z L n ar_h,.;<�+t.#-s�`,f;z,,.. py !?xs�co:F3� ` �`n,.�_.s,.s�., g�.�`.«., p "€ ..�f<.<*� �N�.,,a"'.�„¢".F<k<�,.� "".>.r. Permit No. B-2015-01845 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT ES STEVENS STREET, HYANNIS Map/Lot 308 004 OOU Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC ContractorName PO R RAZO,DAN I E L Framing: 1'- Address: TWO ADAMS PL ContractorLlcel�se NULL 2 QUINCY , MA 02169 Est Protect Cost: $ 118,867.0o Chimney: Description: TENANT FITOUT FOR UNIT E5Permit Fee: $ 1,006.23 k Insulation: 1st extenson to exp 9/8/16 y � x Fee Paid $ 1,006.23 2nd extension to exp3/8/17 K Date 9/9/2015 Final: 3rd extension to exp 9/8/17 x 4th extension to exp 3/8/18 , Plumbing/Gas 5th extension to exp 9/818 ' - rx. + Rough Plumbing: Project Review Req: � � � � � � � Building Official Final Plumbing: g This permit shall be deemed abandoned and invalid unless the work authogzed by this permit is commenced within siz rronth5.afte issuance. Rough Gas: All work authorized by this permit shall conform to the approved application pnd thh6lapproved construction documents for which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and stru cturWhall be in compliance with the local zoning by laws and codes. t This permit shall be displayed in a location clearly visible from access street o�'fbi, sand shall be maintained open for' =public ms for the entire duration of the , . work until the completion of the same. 4; s Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bwldmg and Fire Officials arse provided on this permit. - a Minimum of Five Call Inspections Required for All Construction Works p q x `. Rough: 1.Foundation or Footing , .': g 2.Sheathing Inspection -„r 3.All Fireplaces must be inspected atthe throat level before firest flue lining is installed 'Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y�Jyr ,� Town of Barnstable Building K tt MN16lAM3��TA9 B.LE�v, :'•- �#s�,.e,:.,s.ae..xsBPxte.*<..,:,:,t.>re fyea-,�h„.+�RU-s"snC.3C.ystre,;,a,:,.i zrtrtl,r,x�d.F..i r:#f3 i�h.niS..Z,c r.ax oaa..,..l t3�T'<z e l nh;.o,',sa5,'s gpf^'`t 4X.SeO 8,i`t,c.`,c.t...i'.:c.:is.o uV nem^%isa.sskM'u".�.i�?rba.r:.'c.:..l.:sJ e•�Bz�iF ses r eoR'�:�'nme'x.fl?:�,.;�siMa.�tu fihgai`aekdi ep"r eSd'�t,.yE..r.i:4:sne�a�err�c t h.ifu-0w�.-<5BAs�I'.�'up,F.:.i,,:p'l tlir�aoir�'�.y�,ce&�"stlyl'h u'�-3Piva f l.la Sl�:n�§N�hso4t:��M4.:*t.�.buzesv.s�z 2 ttQ:C�bc'y✓ne c-s�.,��u rR.&�eSx i t1eLasr;.d-x.t„i`'�n�,ru1,e sa n,v d,$t ioval���.�na;..�;'<,-J`:F.u.o�x"ina 3xbg:�a�.�.a[,l r t,�n,I�:"n-d;-�.,.§sd.��a�t,tshSe°"4ic st�.rs3r'3C:wi'=ow`'a�.'�t''n�;�,�r z.dRx�9wh}r,r�Aa Ma}a:.s c?.a s�du:::.bx ts.£`:,e tF e�b ne m'��K.�e�s dpt"ea���y�,�Z����._ sq Permit P � rTom tea,,x✓�w&isrv...;< _,.., �,...,...��at ''�t���.�;'?v..�;',,�.s.-�:;'.��., '��,i�-a��,�?a ..z z.���..�a; �v�,<...i�p... ...m., .,� �..... � $:.a..;^<3�:p�'ut t..z�4 cz'�",.,,..,.� ,. ,.��. ...;".�,.: Permit No. B-2015-01844 Applicant Name: PORRAZZO, DANIELJ Ap provals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E4 STEVENS STREET,HYANNIS Map/Lot 308 004 OOT Zoning District:, SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contractor Narne: PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL ContractorLicense NULL 2 QUINCY ;MA 02169 NO— Est Protect Cost: $ 118,867.00' Chimney: Description: TENANT FITOUT FOR UNIT E4 Permit Fee: $ 1,006.23 1st extension to exp 9/8/16 yft " Insulation: Fee Paid;: $ 1,006.23 2nd extension to exp 3/8/17 3rd extension to exp 9/8/17 Date .F 9/9/2015 Final: AFV fr �� 4th extension to exp 3/8/18 `a � z - 5th extension to exp 9/8/18 Plumbing/Gas Rough Plumbing: Project Review Req: .. .. ..... N?,'; Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months aftej5suance. Rough Gas: All work authorized by this permit shall conform to the approved applicat on and,thkapproved construction documents foKwhich this permit has been granted. All construction,alterations and changes of use of any building and struures shall be in compliance with the local zornng by laws antl codes. Final Gas: ct This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for p-bl c inspect- for the entire duration of the work until the completion of the same. k§ Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buildmgand Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work ,w Rough: 1.Foundation or Footing q 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed ' .. Final: 4.Wiring&Plumbing Inspections to be completed priorto Frame Inspection _ Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation T 7.Final Inspection before Occupancy Low Voltage Final: Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: . "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Build In a 'Po That°t i r.V,is ble From=the Streeth :A rowed Pla s:IVlust be Retained on Job and;thls Card Must`be Key t st�T �ARNlTCABt$ � i� �� MASK. <z 1019. Posted Until Final Inspection Hase n M r 3 l ^ Permit '` Wh re°a..Cert�f cat of Qccu a is Re wired such,By ldm 'shall N,ot be Occup�eii until alFinalz Inspection has been made ' Permit No. B-2015-01842 Applicant Name: PORRAZZO, DANIELJ A_ pprovals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E3 STEVENS STREET,HYANNIS Map/Lot 308-004 OOS Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC N Co tractor Name PORRAZO,DANIEL^ - Framing: 1 hi Address: TWO ADAMS PL ' g ,ContractorLicenseNULL 2 QUINCY MA 02169 r Est Protect Cost: $ 118,867.00 Chimney: su Description: TENANT FITOUT FOR UNIT E3 Peit Fee: rm $ 1,006.23 1st extension to exp 9/8/17 Insulation: i' FeerPaid:; $ 1,006.23 2nd extension to exp 3/8/17 ' x Final: 3rd extension to exp 9/8/17 Date 9/9/2015 4th extension ti exp 3/8/18 Plumbing/Gas 5th extension to exp 9/8/18 Rough Plumbing: Project Review Req: ....... � .. ng Official. Final Plumbing: This permit shall be deemed abandoned and invalid unless the work auth"onied by this permit is commenced within six rnonthsfa, er.Issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and 41approved construction documents for which this permit has been granted. u x,- Final Gas: All construction,alterations and changes of use of any building and str,"W" riMV, ll be m compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access street or oad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. f Electrical q sW, 3 f�,� _..� �,,.. -x �.� :�,� �. Service: II applicable i na b he Build"n an Fire Officials ar'e ro ed on this ermit. The Certificate of Occupancy will not be issued until a app cab s g to es by t i,g d p y cj p p YI _ °� 4 E Minimum of Five Call Inspections Required for All Construction Work:� �� �� ,� ,. Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable BUildin _ _ .. hi _ t tsxisV.�sible Fro =t a Stre t �A" roved"Plan Must ke Retained onJob andthis,C rdfMust be;Ke t Post�Ts;CardSoTfla I m_he Pp _ p IAR.NlTCABLE, '�� a'ar $ ..fia, .t ✓i=`,3 v tx t.�kSl uF3 t„ -u..:.r�. ,"'ki;., a h r ."' '. -.a 5: '3,a ..,5 s r5s's xg5: �' .: } :" rt is Mx� PostedUntil Final;lns .eetlori Has Been Mader t , ,: $' '' r 3 Permit ��..��I1 ,�I.here a N Certificate of Oecurtanc' is Ren'.ulred -sueh�BualdmgshallfiNot be Oecu led.:;untii a.':Final Inspectlgneasteenrn.ade a,. :,,u; w� , Permit No. B-2015-01841 Applicant Name: PORRAZZO, DANIELJ Approvals Current Use: 1020 Structure Date issued: 09 09 2015 Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E2 STEVENS STREET, HYANNIS Map/Lot 308 004 OOR Zoning District: ,SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contractor Name PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL OP < -Contractor License NULL 2 i T / QUINCY , MA 02169 Est Project Cost: $ 118,867.00 Chimney: r x Description: TENANT FIT OUT FOR UNIT E2 Permit Fee: $ 1,006.23 Insulation: 1st extension to exp 9/8/16 a Fee Paid: $ 1,006.23 2nd extension to exp 3/8/17 s 3rd extension to exp 9/8/17 ` s Date 9/9/2015 Final: 4th extension to exp 3/8/18 - f Plumbing/Gas 5th extension to exp 9/8/18 ; Rough Plumbing: Project Review Req: fi 3 � � Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonzed bythis permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl�cat oand the approved construction docume permit has been granted. All construction,alterations and changes of use of any building and struures shall be in compliance with the local zoning by laws and codes. Final'Gas: ct This permit shall be displayed in a location clearly visible from access street or roadand shall be maintained open for public inspection for the entire duration of the work until the completion of the same. g z : Electrical y The Certificate of Occupancy will not be issued until all applicable signatures 4y the Building aid Fire Officials arero ded on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work , p :� Rough: 1.Foundation or Footing N..< , 3.... ,_ ' 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: . "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT p�Tr Town of Barnstable Building ITT , r ;`.`. E"' - ... •y,: ,-.,` 3M.: ;z.�i .ks,'s'� Ys`.s +zs_ �".. `nh'"k, 4 n ¥�43>-.darr"r f, z `$s w a .yam i. b:,z` ,.., and ,.. .. �.. F.. .a, .: etained on"Jotia d.t tsCardIVlust'be':I(e t Post This C tSo That�it,is Visib e'�From ythe Street Approved��Plans Mustbe R ,. ��, .,,,,F - :.. . p � BARNiiTABL.E,. ► a,i. €�,, z ">— :z.; & ° "r ,:�.YA ? ?o='a ,' a t k €a '4�4..'uc . .. eta €'Ze rs 1..�'1 os=-,.. t` ~xa„..""'�.»y: G""jst: x•'`9p_ � '' , ,to„§r �.�+ -.R k 'r�3' t M"� Posted Unt1lFinal Ins ection?Has Been%Made: � s h ,ry � .. .NWA 3. Permit Where�a�Certificate'�oj�Oecu ans: is Re cared.�such�Bvildm shall :otabe�O.ccu ied,until aFinal Ins ectlop has�been matle Permit No. B-2015-01838 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 p Current Use: 1020 Structure Permit Type: New Construction'-Commercial Expiration Date: 03/08/2016 Foundation: t Location: 320 CONDOWORK STEVENS STREET, HYANNIS Map/Lot 308 004 OOA Zoning District: Sheathing: f Owner on Record: FLAGSHIP ESTATES HYANNIS, LLC 4 Contractor Name PORRAZO,DANIEL Framing: 1 E Address: TWO ADAMS PLACE,SUITE 100v Contractor License NULL 2 "N ; CIUINCY , MA 02169 Est Project Cost: $468,750.00 Chimney: Description: SHELL ONLY BUILDING E FIVE UNITS Permit Fee: $4,765.63 s �4 Insulation: 1st extension to exp 9/8/16 2nd extension to exp 3/8/17 Fee Paid $4,765.63 Final: 3rd extension to exp 9/8/17 t Date 9/9/2015 4th extension to exp 3/8/18 `$ - s yQ5 ` Plumbing/Gas 5th extension to exp 9/8/18E Rough Plumbing: r F.\ f• 3 tsg I Y III - ,- ." • Building Official Project Review Req: t Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within sl,,m the after issuance. - All work authorized by this permit shall conform to the approved application£%,the'approved construction documents fog which this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and structure"s'shall be in compliance with the local zoning by laws and codes. This permit shall be displayed in a location clearly visible from access A ee t or road and shall be maintained open for public inspection for the entire duration of the Electrical , work until the completion of the same. ' a p ,tea z Service: The Certificate of Occupancy will not be issued until all applicable signatures Iby the Bwld !in gtand Fire Officialsareprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work Rough: 1.Foundation or Footing 2.Sheathing Inspection u Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Final: Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT y7�r Town of Barnstable Building .. be, etarned on Job end thls Card Must be Ke t Post�This Card So T at�it�is Visible From the Street Approved PI ns:;IV(ust �� p :�-, • 'gAgp{g['Ag(,F. .� at `*.<d� y.,x; .,�n..;Rt 7 k: &:.,€ a tg.� �"'�u,::, .aat Ys ,.•.1 n, v k:;. '` -4 'c .a., .i S¢ dm t_5 r.mom x :,;T, •.,.x.a. .x..>, .�u a.�, «•y.. ,•: . xz 3 k','�'}. , a �—�,R�� ,x'c',� Ye£ � �' ��: °`� § a4 § C.aa-�s '� '�:; M!� ;Poste Until Flnal�lnsnectionrHas�Been� ade :� ; ��� �.fi :T 4 : � �•� � , .b � ��<��, � ,� � £ n �� ,� ,,x�' ► W,herea Certificate of Qccutlanc`'is:Re^uiredsuchBuiltlmp shall Not beOccullied_untilaFinallns ectlonfhas been ,.:ade ;: z Permit Permit No. B-2015-01839 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure .' Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT El STEVENS STREET, HYANNIS Map/Lot: 308 004 OOQ Zoning District: SPLIT Sheathing: F x Owner on Record: FLAGSHIP ESTATES HYANNIS LLCZe Contractor Name PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL Contractor`License NULL 2 ,.. QUINCY , MA 02169 HIEsPojct Cost: Chimney: Description TENANT FITOUT FOR UNIT E1 4 1st extension Permit Fee: $1,006.23 to exp. 9/8/16 ) k3 Insulation: Fee Paid $ 1,006.23 2nd extension to exp 3/8/17 _ �Y 3rd extension to exp. 9/8/17 .r ` Date 9/9/2015 Final: • yF 4th extension to exp 3/8/18KiiI � Sth extension to exp 9/8/18 +`>w.ti. Plumbing/Gas Rough Plumbing: Project Review Req: Building Official k Final Plumbing: This permit shall be deemed abandoned and invalid unless the work aurthoried byths permit is commenced within six'morithsrafte;issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and theyapproved construction documents for which his permit has been granted. All construction,alterations and changes of use of any building and structures shad be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road aPd shall be maintained open for public mspecJon for the entire duration of the work until the completion of the same. x X Electrical r � § Service: The Certificate of Occupancy will not be issued until all applicable signatures3by the B "I'd and F re Officialsare provided on tF is permit. Minimum of Five Call Inspections Required for All Construction Work '47 ' 1.Foundation or Footing h Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Priorto Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT c 000 ' 0 . 00G +F 4 + 265 - 63. + I , 106 . 69 + 1 , 106 - 9 1 + 1-.0 6 a 69 +i ,+ 1 105 05 1106 ° 69 * " 006 _ 9 , 797 . 44G � TOWN OF BARNSTABLE Building 201-501838 BARNSTABLE, Issue Date: 09/09/15 Permit MASS. �A i639• Applicant: POR.RAZZO,DANIEL J rFG A Permit Number: B 20152425 Proposed Use: CONDOMINIUM Expiration Date: 03/08/16. Location 320 STEVENS STREET Zoning District SPLTPermit Type: SPECIAL PROJECT NEW COMMERCIAL Map Parcel 308004 Permit Fee$ 4,265.63 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 150.00 License Num 022210 Est Construction Cost$ 468,750 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SHELL ONLY BUILDING E FIVE UNITS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS,LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PLACE INSPECTION HAS BEEN MADE. SUITE 100 QUINCY,MA 02169 Application Entered by; PF Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY,ANY.STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER.TEMPORARILY OR PERMANENTLY; ENCROACHMENTS ON PUB C PROPER T,Y,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND.LOCATION OF"PUBL SEWERS MAY-BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY-APPLICABLE`SUBDMSION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY, WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE: ' PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ,W-MW BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 'I 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health FORD AND FORD ATTQRNEYS ATLAW., 72 MAIN STRFE-T,P.O' BOX 485 WEST HARWICH,MA 02611 TEL (508 4304900fA ,(5 994 30-9979: office f� ordandfordattoMescorn MICHAEL D.FORD JEFFREY M.FORD April 19 2018 :Brian Florence Town of Barnstable Building,Commissioner Town.Hall 200 Main.Street Hyannis, MA 02601 RE: 320 Stevens Street;:Ryannis,MA-Flagship Estates Hyannis,LLC Re guest for Extension of Building Permits: 0 B20152425 Shell Permit B20152556 Fitup Permit: • B20152557 Fitup Permit • B20152558 Fitup Permit'. • B20152569 Fit p Permit B20152570.Fit Permit Dear Mr. Florence: After discussion with Town Attorney,Ruth Weil.I offer the following.proposed.condition to be added to the extended building per nits)in order to bring the development into compliance with the Barnstable Code,Part I - General Ordinance,Chapter 9—Affordable Housing,'Article I-including any Affordable'Hvusing. Requirements. Conditions. ' -Na occupancy permit shall issue for any rem ining unit.until 1. An occupancypermit shall have issued for the�third designated affordable unit, 2. Flagship has deeded the designated affordable unit to a quaified;affordable purchaser whose income ;is at 65% of the area median income based upon household size, The initial selling: price for the affordable unit shall be based upon a formula under which monthly housing costs; including mortgage payments; ta�.es; insurance, anti condozniniuxxi association feesr shall not exceed 30%Of 65%0 ofthe area:median income'based upon household size. The affordable;;. la arnent and shalt be corn atible in ciesi constructign; unit shall be integrated With the_deve p a p �' and .quality ofmaterial 'with the other units and other 7vvise caxnp.y:with the provisions of Section 9.of the Code ofthe Town'ofBarmtable.. Such unit shall' be`depicted'on the revised plan showing; the location and zniv nfunits proposed 3.The affordable unit has been approved by the Department of Housing and Community Development(DHCD) to qualify for inclusion in the I)HGD Subsidized Housing Inventory(SHl). The owner acknowledges that sYhe will be r quired.to submit a Local Initiative Program(LIP) application to DHCD and work with fhe town's I'lannng and Development DeparCnent to secure local approval for the LIP application, As part of the LIP approval process,the owner acknowledges that s/he will have to produce an Affirmative:Fair Mousing Marketing Plan and select an approved lottery agent. 4.A use restriction and monitoring services;agreement shall be;drafted in cci npliance with the Local Initiative Program (LIP), and guidelines promulgated thereunder. The;:use restrictions and monitoring' services agreement.shall be subject to review and approval as to form by the'Town Attorneys office and.no occupancy permits for the,remaining market rate units shal l be issued::until the use,restriction is recorded fior the.:remaining affordable unit, Please advise whether this is acceptable for the completion of!the extension,of the building permits);presently" being processed by your office. Very truly yours, Iviichael D.Ford,Esq. MDF/jig Cc: Clients Ruth Weil, Esq.,Town Attorney LCONDYNE CAPITAL PARTNERS, LLC February 28, 2018 - o Brian Florence z Town of Barnstable Building Inspector o Town Hall : 200 Main Street Hyannis, MA 02601 - Re: 320 Stevens Street, Hyannis, MA-flagship Estates Hyannis, LLC. rn Dear Brian: We are writing to request your assistance in the extension of the existing six(6) building permits at 320 Stevens Street in Hyannis, Massachusetts known as Flagship Estates Hyannis, LLC. The following permits were issued on September 9, 2015 with an expiration date of March 8; 2016. The closing is schedule for the first week of March 2018; Permit List • B20152425 Shell Permit • 1320152556 Fitup Permit • B20152557 Fitup Permit • B20152558 Fitup Permit • B20152569 Fitup Permit • B20152570 Fitup Permit Under the 9th Edition of 780 CMR 2-14-17 Version Section 105.5 Expiration allows.the building official to authorize or grant one or more extensions of time and be requested in writing with justifiable cause demonstrated. At Flagship Estates Hyannis, LLC we have five empty foundations sitting among 24 finished units. The five foundations located within the new downtown village district are a blight to the Town of Barnstable and to the immediate adjacent condominium owners. During this time period from permit issuance to expiration we lost our construction financing to assist in the construction of the remaining units. Today we are fortunate to have a lender ready willing and able to close but require the reinstatement of the above building permits as part of the closing. We ask for your support in reinstatement and will compensate the necessary`extensions as required. This. reinstatement request will also allow Flagship Estates Hyannis, LLC to complete the project and deed over the last affordable unit owed to the Barnstable housing Authority. If you have any questions feel free to call me direct at 781-552-4202. Sincerely Je O'Neill - Managing Member ` 100 Grandview Road,Suite 312,Braintree,..AN 021841'el 781-552-4200 Fax 781-817-6550 it Town of Barnstable Building ��. 'Post This Card So That it is Visible From the Street Approved.Plans:Must be Retained on Job and this Card Must be Kept BAILMMA LE MASS. Pos#ed`Until Final Inspection Has,.Been Made Permit Fa ADO Where a Certificate of Occupancy is Required,such Build�ngshall Not be Occupied-until a Final,Inspection has been made Permit No. B-2015-01838 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: New Construction-Commercial Expiration Date:' 03/OS/2016 Foundation: Location: 320 CONDOWORK STEVENS STREET, HYANNIS Map/Lot 308-004-OOA Zoning District: Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS, LLC J Contractor Name: PORRAZO,DANIEL Framing: . 1 Address: TWO ADAMS PLACE,SUITE 100 Contractor License: NULL 2 QUINCY MA 02169 r Est. Project Cost: $468,750.00 Chimney: Description: SHELL ONLY BUILDING E FIVE UNITS: Permit Fee: $4,690.63' insulation: 1st extension to exp 9/8/16 T Fee Paid: $4,690.63 2nd extension to exp 3/8/17 Final: Date: 3rd extension to exp 9/8/17, 9/9/2015 3 4th extension to exp 3/8/18 ` m i s I , lu b'ng/Ga '- Rough Plumbing: Project Review Req: _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonze_d by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for whichthis permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or;road and shall be maintained open for public inspection for the entire duration of the work'until the completion of the same. +_ Electrical k Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire.Officialsare provided on this permit_ Minimum of Five Call Inspections Required for All Construction Work: '� Rough: 1.Foundation or Footing 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation ' Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final' "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in.MGL_ c.142A). Fire Department Building plans are to be available on site Final: _ All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT - Town of BarnstableBuilding Post This Card So That itis Visible From the Street Approved Plans IVlust,lie Retained on Job an'd this Card Must be Kept MAE& $ Posted .Until Final;lnspection Has Been Matle �,� a �e�'n11t 1639. �� t YJIJI Where a Certificate of Occupancy is Requi ed,�such Buildmg"shall Not be Occupied";until a Final Inspectlo;n has been made .r,...,. Permit NO. -B-2015-01845 Applicant Name: 'PORRAZZO, DANIEL J Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT ES STEVENS STREET, HYANNIS Map/Lot: 308-004-OOU Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contractor Name: PORRAZO,DANIEL framing: 1 Address: TWO ADAMS PL Contractor,License: NULL 2 QUINCY MA 02169 Est. Project Cost: $118,867.00 Chimney: Description:, TENANT FITOUT FOR UNIT E5 r Permit Fee: $931.23 P = Insulation: 1st extensonto exp 9/8/16. V g r Fee Paid: $931:23 2nd extension to exp3/8/17 Final`. 3rd extension to exp 9/8/17 � Dater 9/9/2015 4th extension to exp 3/8/18 Plumbing/Gas Project Review Req`. > Rough,Plumbing: fi Building Official Final Plumbing: Y s � This permit shall be deemed abandoned and invalid unless the work authored by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the;approved construction documents for which this permit has been'granted. All construction,alterations and changes of use of any building and structures shall!,:"be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for.the entire duration of the work until the completion of the same. Electrical Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work j y Rough: 1.Foundation or Footing 2.Sheathing Inspection Final' 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection.. Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations: Work shall not.proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT sow Town of BarnstableBuilding Post This 6rd So That it is Visible,From the Street Approved Plans:Must be Retained on Job and this Card Must be Kept uaeurrww r e M"� $ Posted Until'Finai Inspection Has:Been Made �e�"'3Y11 i639 �0 Jl Ji1lJl1 Fa►aa�" Where a Certificatewof Occupancy�s Required,such`Bui",shall Not be Occupied until a Final Inspection has been made Permit No. B-2015-01844 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E4 STEVENS STREET, HYANNIS Map/Lot 308-004-OOT Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contactor Name: PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL W' , ;` Contractor License: NULL w 2 QUINCY MA 02169 r y, Est. Project Cost: $•118,867.00 Chimney: Description: TENANT FITOUT.FOR UNIT E4 Permit Fee: $931.23 Insulation: -1st extension to exp 9/8/16 Fee Paid: $931.23 2nd extension to exp 3/8/17 , Date: 9/9/2015 Final: 3rd extension to exp.9/8/17h 4th extension to exp 3/8/18 Plumbing/Gas Project Review Req: Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorzed by this permit is commenced within six months after.issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the'approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structuresshall be in compliance with the local zoning by-laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or°road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Electrical Y r .� The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: Rough: 1.Foundation or Footing . ':""•`- 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed. 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low.Voltage Rough: 5.P,riorto Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final- 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical.Installations. Work shall not proceed until the Inspector has approved the various stages of construction.' Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in M G L c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT nro� Town of Barnstable J Building 7 �w �rwFscr Post This Card So_That it is Visible From he Street Approved`Plans Must be Retained on Job and this Card Must be Kept Mwse Posted Until Finallnspection Has.Been Made ; _ Permit i639 liltt Where a Certificate of;Occupancy is Required,such Building shall Not be Occupied until:a Final Inspection has been made .. ,. Permit No. B-2015-01842 'Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E3 STEVENS STREET, HYANNIS Map/Lot 308-004-OOS Zoning.District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contractor Name: PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL Contractor License: NULL 2 :. QUINCY , MA 02169 ,. - Est. Project Cost: $ 118,867.00 Chimney: Description: TENANT FITOUT FOR UNIT E3 Permit Fee: $931:23 1st extension to exp 9/8/17 Insulation: Fee Paid: $931.23 2nd extension to exp 3/8/17 Final: 3rd extension to exp 9/8/17 Date: 9/9/2015 4th extension ti exp3/8/18 ' Plumbing/Gas Project Review Req: Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is'commenced within six,months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and struures shall be in compliance with the local zoning by-laws and codes. Final Gas: ct This permit shall.be displayed in a location clearly visible.from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. " Electrical. r Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building apd Fire Officials are provided on this permit. � w ' Minimum of Five Call Inspections Required for All Construction Work Rough: 1:_Foundation or Footing 2.,Sheathing Inspection Final: 3.All Fireplaces must be inspected.at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) '6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final "Person's contra cting.with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable, wilding k Post This Card So That it is:Vislb9e From the Street Approved;_Plans Must be Retained on Job and this Card Must be Kept * .� Posted Until Final Inspection Has Been'Made. W'I eei e a Certificate of Occupancy=is Required s.uch Builtlmg shall Not be Occupied"until a Final Inspection has been made rermit Permit No. '13-2015-01841 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E2 STEVENS STREET, HYANNIS Map/Lot 308-004 OOR Zoning District: SPLIT Sheathing: Owner on Record:. FLAGSHIP ESTATES HYANNIS LLC f Cortractor Name: PORRAZO,DANIEL Framing; 1 Contractor License:_ NULL Address: TWO ADAMS PL 2 QUINCY , MA 02169 r ' Est. Project Cost: $ 118,867.00 J Chimney: Description: TENANT FIT OUT FOR UNIT E2 Perrnit Fee: $931.23 - 1st extension to exp 9/8/16 Insulation: Fee Paid. $931.23 2nd extension to exp 3/8/17 .: Final: 3rd extension to exp 9/8/17 Date: 9/9/2015 4th extension to exp 3/8/18 w Plumbing/Gas' Project Review Req: g g: Rough Plumbing: - Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorised b this permit shall conform to the approved application and theapproved construction documents for which this permit has been granted. Y Final Gas: All construction,alterations and changes of i ,use of any building and structures:shall be n compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or-road a'nd shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ti Electrical. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Service! Minimum of Five Call Inspections Required for All Construction Work: , Rough: 1.Foundation or Footing . 2,Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7..Fina1 Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the.Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department . Buildin&plans are to be available on site - Final: All Permit Cards are the property of the APPLICANT:ISSUED RECIPIENT Town of Barnstable Building Rost This Card So That it is Visible Frorri the Street `Approved,Plans Must be Retained on Job andthis Card Must be Kept UAS& $ Posted Until Final Inspection Has Been Mader A, Permit i6SP ♦0 „° Where a Certifcateof.Occupancy`.is Required,such'Buildmg shall Not be Occupied until a Final Inspection has been made . .y .�.. w. ,. Permit No. B-2015-01839 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E1 STEVENS STREET, HYANNIS Map/Lot 308-004-00Q Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS 1LC Contractor Name: PORRAZO,DANIEL Framing: 1 Address: TWO ADAMS PL Contractor License: NULL 2 4UINCY MA 02169 Est. Project Cost: $118,867.00 Chimney: �. Description: TENANT FITOUT FOR UNIT E1 1st extension Permit Fee: $ 1,006.23 n _ Insulation: to exp.9/8/16. k j Fee Paid: $931.23 2nd extension to exp 3/8/17 a Final: - 3rd extension to exp. 9/8/17 a Date: 9/9/2015 4th extension to exp 3/8/18I � r 'G ; u ng/Gas F k PImbi �E Project Review Req; , k Rough Plumbing: n g (ding Official Bui Final Plumbing: This permit shall be.deemed abandoned and invalid unless the work authorized by this permit is commenced within six,months.after issuance. Rough Gas:. All work authorized by this permit shall conform to the approved application and theapproved construction documents for wh.ieh this permit has been granted. Final Gas: All construction,alterations and changes of use of any building and struures shall be in compliance with the local zoning by-laws and codes. ct This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. E Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Buidmg and Fire Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work. ; Rough: 1.Foundation or Footingr< 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat.level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame inspection) 6.Insulation Low.Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final "Persons contracting with unregistered contractors do not have access to the guaranty fund. (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final:' All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barn' stabl,le . REc��iPT SAWWABLL KASS ' 200 Main Street, Hyannis MA 02601 1508-862-4038 ' %a1w ,► Application forBuilding Permit Application No: B-2015-01838 Date Recieved: 4/7/2015 Job Location: 320 CONDOWORK STEVENS STREET,HYAN IS Permit For: New Construction -Commercial Contractor's Name: PORRAZO,DANIEL State Lic. No: NULL Address: 97 VESEY ST, BROCKTON , MA Applicant Phone: 508-510-6100 02401 (Home)Owner's Name: FLAGSHIP ESTATES HYANNIS,LLC Phone: (Home)Owner's Address: TWO ADAMS PLACE,SUITE 100 QUINCY ,MA 02169 Work Description: SHELL ONLY BUILDING.E FIVE UNITS 1st extension to exp 9/8/16 2nd extension to exp 3/8/17 3rd extension to exp 9/8/17 4th extension to exp 3/8/18 Total Value Of Work To Be Performed: $468,750.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area 1 hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor;or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275.C,G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by tiling a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the's,ubject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute;regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO,DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No.. Estimated Construction Costs/Permit Fees Total Project Cost : $4681750.00' Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $4,690.63 1/1/1900 $4,265.63. Historical Total Permit Fee Paid $4,696.63 1/1/1900 $150.00 Historical 1/10/2018 $275.00 0000527 Check z. THIS IS`NO'T A PERMIT Town: Of Barnstable (RECEIPT' 200 Main Street, Hyannis MA 02601 508-862-4038 Application for'Building Permit Application No: B-2015-01839 Date Recieved: 4/7/2015 Job Location: 320 UNIT E1 STEVENS STREET,HYANNIS Permit For: Addition/Alteration-Commercial Contractor's Name: PORRAZO,DANIEL State Lic. No: NULL Address: 97 VESEY ST, BROCKTON A MA Applicant Phone: 508-510-6100 02401 (Home)Owner's Name: FLAGSHIP ESTATES HYANNIS LLC Phone: (Home)Owner's Address: TWO ADAMS PL, QUINCY ,MA 02169, Work Description: TENANT FITOUT FOR UNIT El 1st extension to exp.9/8/16 2nd extension to exp 3/8/17 3rd extension to exp. 9/8/17 4th extension to exp 3/8/18 Total Value Of Work To Be.Performed: $118,867.00 Structure Size: 0.00 0.00 0.00 Width Depth Total'Area I hereby swear and attest that.I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may,elect to be excluded from coverage by filing a waiver.with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is'the subject of this application or the authorized agent of the property owneriand have been authorized to make this application. I understand that whena permit is issued,it is a permit to proceed and grants no.right to violate the Massachusetts State Building Code or any Other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO,DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $118,867.00 Date Paid Amount Paid Check#or CC# Pay Type _.. _ . Total Permit Fee: $1,006.23 1/l/1900 $556.23 Historical. Total Permit Fee Paid: $931.23 1/1/1900 $100.00 Historical 1/10/2018 $275.00 0000527 Check THIS IS 1�1QT A PERMIT Town of Barnstable RECEIPT HA B NAn` 200 Main Street;Hyannis MA-02601 508-862-4038 1639. Application-for Building Permit Application No: B-2015-01841 Date Recieved: 4/7/2015 Job Location: 320 UNIT E2 STEVENS STREET,HYANNIS Permit For: Addition/Alteration-Commercial Contractor's Name: PORRAZO,DANIEL' State Lic. No: NULL Address: 97 VESEY ST, BROCKTON , MA Applicant Phone: 508-510-6100 02401 (Home)Owner's Name:' FLAGSHIP ESTATES HYANNIS LLC Phone: (Home)Owner's Address: TWO ADAMS PL, QUINCY ;MA 02169 Work Description: TENANT FIT OUT FOR UNIT E2 1st extension to exp 9/8/16 2nd extension to exp 3/8/17 - 3rd extension to exp 9/8/17 4th extension to exp 3/8/18 Total Value Of Work To Be Performed: $118,867.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners.in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate_District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge,and belief. All permits approved are subject to_inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO,DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $118,867.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $931.23 1/1/1900 $556.23 Historical Total Permit Fee Paid: $931.23 1/l/1900 $100.00 Historical _, ...,. 1/10/2018 $275.00 0000527 Check �Y THL IS NUT A PERMIT Town of Barnstable RECEIPT e'"R'', 200 Main Street, Hyannis MA 02'601 508-862-4038 Application for Building Permit Application No: B-2015-01842, Date Recieved: 4/7/2015 Job Location: 320 UNIT E3 STEVENS STREET,HYANNIS Permit For: Addition/Alteration-Commercial Contractor's Name: PORRAZO,DANIEL State Lic. No: NULL Address: 97 VESEY ST, BROCKTON , MA Applicant Phone 508-510'-6100- 02401 (Home)Owner's Name: : FLAGSHIP ESTATES HYANNIS LLC Phone: (Home)Owner's Address: TWO ADAMS PL, QUINCY ,"MA 02169 Work Description: TENANT FITOUT FOR UNIT'E3 1st extension to exp 9/8/17 tad extension to exp 3/8/17 3rd extension to exp 9/8/17 4th extension ti exp 3/8/18 Total Value Of Work To Be Performed: $118,867.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that am the owner of the property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a.representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO, DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees . Total Project Cost : $118,867.00 Date Paid Amount Paid Check#or CC# Pay Type Total Permit Fee: $931.23 1/I/1900 $556.23 Historical Total Permit Fee Paid: $931.23 1/1/1900 $100.00 Historical 1/10/2018 $275.00 0000527 Check l ` THIS IS NOT A PERMITa ' IM ` ' 'frown of Barnstable RECEIPT ' B'` 200 Main Street,W Hyannis MA 0260.1 5,08-86274038 xo 9 Application for Building Permit PP � Application No: B-2015-01844 Date Recieved: 4/7/2015 Job Location: 320 UNIT E4 STEVENS STREET,HYANNIS Permit For: Addition/Alteration- Commercial Contractor's Name: PORRAZO,DANIEL State Lic. No: NULL Address: 97 VESEY ST, BROCKTON , MA Applicant Phone: 508-510-6100 02401 (Home)Owner's Name: FLAGSHIP ESTATES HYANNIS LLC Phone: (Home)Owner's Address: TWO ADAMS PL, QUINCY ,MA`02169 Work Description: TENANT FITOUT FOR UNIT E4 1st extension to exp 9/8/16 2nd extension to exp 3/8/17 3rd extension to exp 9/8/17 4th extension to exp 3/8/18 - Total Value Of Work To Be Performed: $118,867.00 Structure Size: 0.00 0.00 . 0.00 Width - Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568): I understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a•waiver with the appropriate District Office;and that a"sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property.which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the - Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO, DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No. Estimated'Construction Costs/Permit Fees Total Project Cost : $118,867.00 Date Paid Amount Paid Check#or CC# Pay Type j Total Permit-Fee: $931.23 I/1/1900 $556.23 Historical Total Permit Fee Paid: $931.23 1/l/1900 s $100.00 Historical ' 1/10/2018 $275.00 0000527 Check i � � � Y -. � S f � ,,� 1�h b �ET" ..5, S -k�.�j✓k"'Y fi . Town of Barnstable REcEPT BA, srwac 200 Main Street, Hyannis MA 02601 5087862-4038 Application for Building Permit Application No: B-2015-01845 Date Recieved: 4/7/2015 Job Location: 320 UNIT E5 STEVENS STREET,HYANNIS Permit For: Addition/Alteration-Commercial Contractor's Name: PORRAZO,DANIEL State Lic. No: . NULL . Address: 97 VESEY ST, BROCKTON , MA. Applicant Phone: 508-510-6100 02401 (Home)Owner's Name: FLAGSHIP ESTATES HYANNIS LLC Phone: (Home)Owner's Address: TWO ADAMS PL, QUINCY' MA 02169 Work Description: TENANT FITOUT.FOR UNIT E5 I•st extenson to exp 9/8/16 2nd extension to exp3/8/17 3rd extension to exp 9/8/17. 4th.extension to exp 3/8/18 Total Value Of Work To Be Performed $118,867.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance.with the Workers' Compensation Act(Chapter,568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to.be excluded from coverage by filing a waiver with the appropriate District'Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. I hereby certify that I am the owner of the property which is the subject.of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued, it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what.might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: PORRAZZO, DANIEL J 4/7/2015 508-510-6100 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Total Project Cost : $118,867.00 Date Paid Amount Paid # Check#or CC#' Pay,Type :... .... .... Total Permit Fee: $931.23 1/1/1900 $556.23 Historical ...... . ._.. __ . Total Permit Fee Paid: $931.23 1/1/1900 $100.00 Historical __ .. m..... :. _....... - 1/10/2018 $275 00 0000527 Check „1 TFULL IS NOT ty apesarchitectural innovans PLEASE CONSIDER THE FOLLOWING PROPOSAL: To: Polar Design Build Inc Date: February 28, 2018 Address: 100 Grandview Rd Ste 312, Braintree, MA 02184 Application: 1025-PD00 Attn: Arthur Crowley Jr NOAA—Nat'l Oceanic&Atmospheric Admn Phone: 781-552-4210 46 Commerce Way Fax: 781-817-6550 Norton,MA 02766 Email: acrowlevCa r)olardesicnbuild.com *Proposal was created based upon your information received by email on 2127H8. Quantity Description Price Amount 1 52V Envisor System Trane YHD150 RTU-2 $5,470.00 $5,470.00 1 Top Trim Style Band $320.00 $320.00 **Color.Mfg Std** **Style: Vertical System. Vertical Rib Panels. ** **Total scope of work is limited to the CityScapes proposal provided. Must ship&install at the same time as 1025-PD00. ******Due to continuous changes in state and local tax rates,, taxes will be re-calculated at time of invoice,unless tax exempt certificate is on file in our office.Custom color available for an additional fee,2126118 SEDS removed per AC.. Subtotal $5,790.00 USD Installation $2,090.00 USD Estimated Shipping and Handling $1,000.00 USD Estimated Sales Tax $420.98 USD Total $9,300.98 USD **Freight:Less Than Load** **Criteria for installation:*" Permits by Others&Freight by Common Carrier Access will be unhindered 120 volt electrical will be available near units Job to be completed utiliiing nonunion labor Job to be completed within one trip Prices quoted include State and Local Taxes Pricing is based upon manufacturer's standard product(unless noted)and standard lead times: F.O.B.: Hilliard,Ohio Terms:Payment Terms Available With Approved Credit Jennifer Baker (baker .cityscapesinc.com www.citysc oesinc.com This quotation covers only quantities and styles listed. Should your final requirements vary from these,we will be pleased to submit a a revised quotation for your consideration. This quotation is subject to the acceptance and approval of the individual manufacturer and also subject to the customer's acceptance within thirty(30)days from bid date and release within thirty(30)days after receipt of order. No back charges will be accepted,liability is limited to repair or replacement of defective equipment. Accepted By: Date: CityScapes International, Inc. 4200 Lyman Court, Hilliard, OH 43026 Ph:877-727-3367 Fax:800-726-4817 citn 8PU3 architectural innovations PLEASE CONSIDER THE FOLLOWING PROPOSAL: To: Polar Design Build Inc Date: February 28,2018 Address: 100 Grandview Rd Ste 312, Braintree, MA 02184 Application: 1020-PD,00 Attn: Arthur Crowley Jr NOAA-Nat'l Oceanic&Atmospheric Admn Phone: 781-552-4210 46 Commerce Way Fax: 781-817-6550 Norton, MA 02766 Email: acrowley0polardesionbuild.com *Proposal was created based upon your information received by email on 2127118. Quantity Description Price Amount. 1 70V Envisor System Trane YCD330,RTU-1 $9,550.00 $9,550.00 1 Top Trim Style Band _ $480.00 $480.00 8 Stamped EngineeFiRg nF.,,.,!Rgr.(erne) $9-99 $9 99 **Color:Mfg Std** **Style: Vertical System. Vertical Rib Panels. ** **Total scope of work is limited to the CityScapes proposal provided. Must ship&install at the same time as 1025-PD00. ******Due to continuous changes.in state and local tax rates, taxes will be re-calculated at time of invoice,.unless tax exempt certificate is on rile in our office.Custom color available for an additional fee.2126118 SEDS removed per AC. Subtotal $10,030.00 USD Installation $3,280.00 USD Estimated Shipping and Handling $1,570.00 USD Estimated Sales Tax $725.00 USD Total $15,605.00 USD **Freight:Less Than Load** **Criteria for installation:** Permits by Others&Freight by Common Carrier Access will be unhindered 120 volt electrical will be available near units Job to be completed utilizing nonunion labor, Job to be completed within one trip Prices quoted include State and Local Taxes Pricing is based upon manufacturers standard product(unless noted)and standard lead times. F.O.B.: Hilliard,Ohio Terms:Payment Terms Available With Approved Credit Jennifer Baker jbakenicityscapesinc.com . www.6itvscapdsinc.com This quotation covers only quantities and styles listed. Should your final requirements vary from these,we will be pleased to submit a a revised quotation for your consideration. This quotation is subject to the acceptance and approval of the individual manufacturer and also subject to the customers acceptance within thirty(30)days from bid date and release within thirty(30)days after receipt of order. No back charges will be accepted,liability is limited to repair or replacement of defective equipment. Accepted By: Date: CityScapes International, Inc. 4200 Lyman Court, Hilliard, OH 43026 Ph:877-727-3367 fax:800-726-4817 Town of BarnstableBuilding s Post This CardSo That it,is\/isibleFrom the,Street f:Approved°Plans Must be Retained otn Job and this,Cacd�Mustbe Kept W�a�s �b Posted UntilFinal Inspection Has Been Matle, x 6 ;,�� A Permit Where,a Certificate of Qccupancy is Required,such Buildmgshall Notzbe Occupieduntil aFirtal lnspecton;has?been made ., .4e Permit No. B-2015-01838 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type:. New Construction-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 CON DOWORK STEVENS STREET,HYANNIS Map/Lot: 308-004 OOA Zoning District: Sheathing: ge Owner on Record: FLAGSHIP ESTATES HYANNIS,LLC Contractors! PORRAZO,DANIEL Framing: 1 4 u ' �s Cose Address:` TWO ADAMS PLACE,SUITE 100 ntractor licen NULL 2� g QUINCY , MA 02169 Est Prop ect Cost: $468,750.00 Chimney: Description: SHELL ONLY BUILDING E FIVE UNITS , �P rmrt $4,690.63 1st extension to exp 9/8/16 Insulation: 3 'Feb Paid $4,690.63 2nd extension to exp 3/8/17 x 3rd extension to exp 9%8/17 Date 9/9/2015 Final: 4th extension to exp 3/8/18 r Plumbing/Gas '� Rough Plumbing: Project Review Req: Y �. k..'. __.�r. Building Official Final Plumbing: N This permit shall be deemed abandoned and invalid unless the work authonzedmby�t s permit is commenced within six6m nth'i after.issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and�the approved construction documents for whichrthis permit has been granted. ' Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmggby laws and codes. This permit shall be displayed in a location clearly visible from access street,or road and shall be maintained open for public mspegtipn for the entire duration of the work until the completion of the same. i Electrical . S Service: The Certificate of Occupancy will.not be issued until all applicable signatures by t�he,B Fir uilding and e Officials are provided on this permit. Minimum of Five Call Inspections Required for AII Construction Work ` > - 1.Foundation or FootingA „? Rough: 2.Sheathing Inspection Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: _ ."Persons contracting with unregistered contractors do not have access to the guaranty fund"(asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT—ISSUED RECIPIENT Town of Barnstable Buildin RARNST PostThis Gard So1That t Is;V�s�ble,Fromthe Street:=Approved P,,IansAMustbe Retained on�J,ob and:this CardAMustbe Kept :, z. wesF Posted Until":F1 allns ectiin Has Been Made -. � R Wherea Certificate of Occu anc s';Re u�r,,ed,such Bwldmgshall:Notbe Occupied until a Ftnallnspect�onhas°been,rnade Permit 9 gip. ,.� Y�. .. q: � .E.., : . : ... ,: .. ; .. . ..u... x" _ Permit No. B-2015-01845 Applicant Name: PORRAllO, DANIELJ Ap provals Date Issued: 09/09/2015 Current Use: ' 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: 320 UNIT E5 STEVENS STREET, HYANNIS Map/Lot: 308-004 00U Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC _ Contractor Narne PORRAZO,DANIEL Framing: 1 Address '- TWO ADAMS PL, Contrraacto�License: NULL 2 QUINCY , MA 02169 Est Project Cost: $ 118,867.00 Chimney: Description: TENANT FITOUT FOR UNIT E5 SPermit Fee: $931.23 1st extenson to exp 9/8/16 = Insulation: 2nd extension to exp3/8/17 FFee Paid $931.23 F Date r Final: 3rd extension to exp 9/8/17 9/9/2015� . � � � � 4th extension to exp 3/8/18 i f � W - Plumbing/Gas Project Review Re ' j q: � Rough Plumbing: ,BuildingOfficial Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afteissuance. Rough Gas: All work authorized by this permit shall conform to the approved application a`nd the approved construction documents four whithis permit has been granted. All construction;alterations and changes of use of any building and structures shall be in compliance with the local zom g by laws,and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicinspe Lion for the entire duration of the @� . work until the completion of the same. - Electrical u Service: The Certificate of Occupancy will not be issued until all applicable signatures by ire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: . Rough: k g 1.Foundation or Footing 2.Sheathing Inspection ` Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy - Low Voltage Final: Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable � ., � � � Building SARNM �Post:This�Card So�That it is=Uisible' From-the Street;:;�Approyed"Plans MustabexRetamed on,Job and�this Card�Mustrbe Kept •„' XAM 16 P,osted Until:Final Inspection Has Been Made ° Where a�ertifieate%of�Qccu ane, Is�Re uredsuch Buildmg�shall�Not be:Occapied until a::Final Inspection has°been made � ei ilji 1. :...,,, dam, ': .�"t.,a, ,.n.:; �i., ,.:pc.�.�.. fit:q,,,, .4 s'�:,• _.� . . ,�..�.:.. •<x ".,�� u'�..,,.. .;,,�:. ;, s1x �;..,.',�,. _.�',;; .,:;.�.��e:. -,...:.*,x. .. Permit No. B-2015-01844 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation:. Location: 320 UNIT E4 STEVENS STREET, HYANNIS Map/Lot: 308 004 OOT Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC Contractor ame:r PORRAZO,DANIEL Framing: 1 �• $ t Address: TWO ADAMS PL Co ntractoricense\ NULL 2 QUINCY , MA 02169 F-1st P�oJect Cost: $ 118,867.00 Chimney: Description: TENANT FITOUT FOR UNIT E4 Pe mite"Fee:- $931.23 Insulation:. 1st extension to exp 9/8/16 Fee Paid $931.23 2nd extension to exp 3/8/17 ; 3rd extension to exp 9/8/17 Date 9/9/2015 Final: 4th extension t6ex 8 I =n / / S� w - Plumbing/Gas p 3 18 Project Review Req: A? Rough Plumbing: s x. a r,BuildingOfficial s Final Plumbing: � :s This permit shall be deemed abandoned and invalid unless the work aath`oraed;bythis permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and4theiapproved construction documents fo whichAhi`s permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoningby laws'and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or rdad g nd shall be maintained open four pubes Iinspect on foe the entire duration of the work until the completion of the same. n y� Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are prov ded thi"s permit. Service: Minimum of Five Call Inspections Required for All Construction Work _ M Rough: 1.Foundation or Footing 2.Sheathing Inspection final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: _ "Persons contracting with unregistered contractors do not have access to the guaranty fund"(asset forth in MGL c.142A). fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building 'te - � -i n v lemhe ndti PTh is;Ca PaMb Jb ` Cr ,p ' :n' etion Mtle WhC o Occ&pnc erm a s—N.,o Permit No. B-2015-01842 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 Foundation: Location: -320 UNIT E3 STEVENS STREET,HYANNIS Map/Lot 308-004 OOS Zoning District: SPLIT". Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS ILL Contractors Name PO RRAZO,DAN I E L Framing: 1 W. } w Address: TWO ADAMS PL ContratorL cense NULL 2 QUINCY , MA 02169 r Est Pro t Cost: $ 118,867.00 Chimney: Description: TENANT FITOUT FOR UNIT E3 M{ s Permit Fee: $931.23 1st extension to exp 9/8/17 Insulation: 34 Fee Paid $931.23 . 2nd extension to exp 3/8/17k 9/9/2015 3rd extension to exp 9/8/17 Dates` Final: 4th extension ti exp 3/8/18 R Plumbing/Gas Project Review Req: Rough Plumbing: Building Official 4 Final Plumbing: _ " This permit shall be deemed abandoned and invalid unless the work authonzedsby this permit is commenced within siz monthsafterlissuance. Rough Gas: ; : All work authorized by this permit shall conform to the approved appl cation and the'approved construction documents,for which this permit has been granted. Y Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawsand codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for publicrospection for the entire duration of the work until the completion of the same. # Electrical �r The Certificate of Occupancy will not be issued until all applicable signtur�es byhe Building and Fore Officials are provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work: � ., , 1.Foundation or Footing Rough: 2.Sheathing Inspection _ Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable Building Post;, Card So That it is-Uis�ble From.t<he.Street-Ap'proued„Plans Must¢be Retained on Job and;#his Card Musl be Kept + tA1LtiS'CABLL" " M Poste Until Final InspectioneHas Been�,Made� � ,� „F � -. � � , ° Where a=Certificate of Occu anc, is,Re uretlsuch=6ulldm shallNotbe=0ccu �edkuntU a Final-Ins;ect�onhas beenmade Permit :,.--�v. �<.�� p :� .�q��,�.,. a �.�: ...g .: ..,� .,�,r,�..,�,.;gip �:..;, .... j,._ �.: p.__. ,.x: ,::. .�; ; � .�a ., Permit No: B-2015-01841 Applicant Name: PORRAZZO, DANIELJ Approvals Date issued: 09/09/2015 Current Use: 1020 . Structure Permit Type: Addition/Alteration-Commercial Expiration Date: f03/08/2016 Foundation: Location: 320 UNIT E2 STEVENS STREET, HYANNIS Ma /Lot 308-004-OOR Zoning District: SPLIT Sheathing: p r Owner on Record: FLAGSHIP ESTATES HYANNIS LLC C71 ontractor Name PORRAZO,DANIEL Framing: 1 f I§ Address: TWO ADAMS PL Ai":' ContractorLicense: NULL. 2 QUINCY , MA 02169 ,£ Est Protect Cost: $ 118,867.00 Chimney: Description: TENANT FIT OUT FOR UNIT E2 Wi Permit Free: $931.23 -41 1st extension to exp 9/8/16 Insulation: 71-2nd extension to exp 3/8/17 Fee Paid $.931.23 3rd extension to exp 9/8/17 � Date 9/9/2015 Final: ; n 2 AA 4th extension to exp 3/8/18 ,- - A ; - _ Plumbing/Gas Project Review Re J q � Rough Plumbing: ie Official g Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the,�approved construction documents for which this permit has been granted. - Final Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by lawsand codes: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. ' Electrical Fl The Certificate of Occupancy will not be issued until all applicable signdturesbyzthe B�uildmg and Fire Officals are pro ided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:i Rough: 1.Foundation or Footing ; r,: , .,g„__., .• 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame inspection) 6.Insulation ` Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final' "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Town of Barnstable illldln P,.,ost�This Card So Thatrt.isNUisible;`Fromthe Street�Appr;,oued Plans"Must,be Retained on Jgb and£this,Card Must:be�Kept ,s R rA MAS&1.L..:• ,t •_, ,. '' �" "� i ie39 Posted Until Final Inspection Has Been Mader tz 1 ,,, .zy Permit " Where a Certificate-of Occupa^cyas•Required,such"Building shall Not.be Occupiedunt�l a Final Inspectlo^ h�as been made Permit No. B-2015-01839 Applicant Name: PORRAZZO, DANIELJ Approvals Date Issued: 09/09/2015 Current Use: 1020 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/08/2016 foundation: Location: 320 UNIT El STEVENS STREET, HYANNIS Map/Lot: 308-004 OOQ Zoning District: SPLIT Sheathing: Owner on Record: FLAGSHIP ESTATES HYANNIS LLC �Contractor r Name PORRAZO,DANIEL Framing: 1 i Address: TWO ADAMS PL •' Contracto itense NULL 2 :. ...�. s QUINCY ,MA 02169 Est P7f'eject Cost: $118;867.00 Chimney: Description: TENANT FITOUT FOR UNIT E1 1st extension s-'Perrm t Fee: $ 1,006.23 to exp.9/8/16 Insulation: 2nd extension to exp 3/8/17 x Fee Paid; $931.23 9/8/17 Date � $ 9/9/2015 3rd extension to ex Final: p• x � 4th extension to exp 3/8/18 t Plumbing/Gas _. Project Review Req: Rough Plumbing: ' .._ _ Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authonz^e by this permit is commenced within six months after issuance. - Rough Gas: All work authorized by this permit shall conform to the approved appli anon and the approved construction documents for which;thit permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zornngby llaws a"nod codes. Final Gas: c � This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspecti n for the entire duration of the Electrical work until the completion of the same. `> Service: The Certificate of Occupancy will not be issued until all applicable signatures by theme Building and,Fire Officials areprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work �' Rou h: 1.Foundation or Footing R, •,_ t` $ 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT CONDYNE EE CAPITAL PARTNERS, LLC ✓ GD4 t - To%v �Nop jo? � January 8, 2018 %sT�9 8<F Brian Florence Town of Barnstable Building Inspector Town Hall 200 Main Street Hyannis, MA 02601 Re: 320 Stevens Street, Hyannis, MA-Flagship Estates Hyannis, LLC. Dear Brian: We are writing to request your assistance in the reinstatement of the expired six(6) building permits at 320 Stevens Street in Hyannis, Massachusetts known as Flagship Estates Hyannis, LLC. The following permits were issued on September 9, 2015 with an expiration date of March 8, 2016; Permit List • B20152425 Shell Permit • B20152556 Fitup Permit • B20152557 Fitup Permit • B20152558 Fitup Permit • B20152569 Fitup Permit • B20152570 Fitup Permit Under the 9th Edition of 780 CM 2-14-17 Version Section 105.5 Expiration allows the building official to authorize or grant one or more extensions of time and be requested in writing with justifiable cause demonstrated. At Flagship Estates Hyannis, LLC we have five empty foundations sitting among 24 finished units. The five foundations located within the new downtown village district are a blight to the Town of Barnstable and, to the immediate adjacent condominium owners. During this time period from permit issuance to expiration we lost our construction financing to assist in the construction of the remaining units. Today we are fortunate to . have a lender ready willing and able to close but require the reinstatement of the above building permits as part of the closing. We ask for your support in reinstatement and will compensate the necessary extensions as required. This reinstatement request will also allow Flagship Estates Hyannis, LLC to complete the project and deed over the last affordable unit owed to the Barnstable housing Authority.' If you have any questions feel free to call me direct at 781-552-4202. Sincerely, = . { Jef C. 'Neill Managing Member 100 Grandview.Road,,Suite 312,Braintree,NM 02184'1'e1781-5:52-4200 Fax 781-817-6530 TOWN OF BARNSTABLE Buildinu 1HE l j. 201501838 Permit BARNSTABLE, Issue Date: 09/09/15 � MASS. 1639• Applicant: PORRAZZO,DANIEL J Permit Number: B 20152425 I f�0 Mp A Proposed Use: CONDOMINIUM Expiration Date: 03/08/16 Location 320 STEVENS STREET Zoning District SPLTPermit Type: SPECIAL PROJECT NEW COMMERCIAL c Map Parcel 308004 Permit Fee$ 4,265.63 Contractor PORRAZZO,DANIEL J i Village HYANNIS App Fee$ 150.00 License Num 022210 Est Construction Cost$ 468,750 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SHELL ONLY BUILDING E FIVE UNITS THIS CARD MUST BE HE POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A "- —— CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS,LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PLACE INSPECTION HAS BEEN MADE. SUITE100 QUINCY,MA 02169 �-- Application Entered by. PF Building Permit Issued By: �— THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THBREOF,EITHER TEMPORARILY OR NENTLY. ENCROACHMENTS ON PUBLIC PRO TY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SE\VE MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1,FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MQL c.142A). + � BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 1HE ■ j V TOWN OF BARNSTABLE Building i. °F 201501845Permit * BARNSTABLE, * Iasue Date; 09/09/15 9 MASS, F1 39y A�� Applicant; PORRAZZO,DANIEL J. Permit Number:°B 20152556 s Proposed Use: Expiration Date: 03/08/16 i Location 320 STEVENS STREET ES Zoning District OM Permit Type; SP PROJ RES ADD/ ALT r Map Parcel 3080040OU Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100,00 License Num 022210 Est Construction Cost$ 118,867 Realarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E5 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE, WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING'SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BEEN MADE, QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY R PERMAiNENTEY. ENCROACHMENTS ON PUBLIC OPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THB JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC RS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE S NISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION, PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE � '�' oftti g ' 201501844Permit } BARNSTABLE, Issue Date: 09/09/15 MA 1639. ��� Applicant: PORRAZZO,DANIEL J Permit Number: B 20152557 E AjFO MA't A p Proposed Use: Expiration Date: 03/08/16 p [Location 320 STEVENS STREET E4 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 30800400T Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ •100.00 License Num 022210 E Est Construction Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E4 THIS CARD MUST BE KEPT POSTED UNTIL FINAL 1 INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH I Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BE N MADE. QUiNCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY.OR W RMANENTLY,. ENCROACHMENTS ON PUBLIC OPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC VERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS, MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5,PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION), 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE, PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(asset forth in MGL a.142A). ® i JIM-010 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 ,Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health ' TOWN OF BARNSTABLE BuildingWE 1 � rp� 1 201501842Permit BARNSTABLE, * Issue Date: 09/09/15 s 9 MASS, 16.39. Applicant: PORRAZZO,DANIEL J_ Permit Number: B 20152558 ArFO MPS A Proposed Use: Expiration Date: 03/08/16 Location 320 STEVENS STREET E3 Zoning District OM Permit Type: SP PROJ RES ADD/ALT F , Map Parcel 308004005 Permit Fee$ 556.23 Contractor PORRAZZO DANIEL JF Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E3 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS B ADE, QUINCY,MA 02169 Application Entered by:. SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY ORtAMANENTLY. ENCROACHI ONTS ON PUBLIC P PERTY,NO SPECIFICALLY PERMITrBD UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLICS RS MAY BB OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION - RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY, WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL_INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. ' PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A), BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept r, Fire Dept 2 Board of Health TOWN OF BARNSTABLE Building IME ! ti 201501841 Permit HARNSCABI E, Issue Date: 09/09/15 _ I 9 MAS5, g . 039. �� Applicant: PORRAZZO,DANIEL J Permit Number:. B 20152569 ArFO MA't A 1 Proposed Use: Expiration Date: 03/08/16 4 Location 320 STEVENS STREET E2 Zoning District OM Permit Type: SP PROJ RES ADD/ALT I{! Map Parcel 3080040OR Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction Cost$ 118,867 F Rentarks APPROVED PLANS MUST BE RETAINED ON JOB AND r r, TENANT FIT OUT FOR UNIT E2 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH j Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL !I Address: TWO ADAMS PL INSPECTION HAS BE 4 MADE. s QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY 0 ERMANBNTLY. ENCROACHMENTS ON PUBLI ROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OFPUBLIQ1eEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS, 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED, 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS, WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION, PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). m MEMMM BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health f TOWN OF BARNSTABLE iHeBuilding 201501839 Permit BARNSTABLE, I Issue Date: 09/09/15 1639. Applicant: PORRAZZO,'DANIEL J ArFO AC A PP Permit Number: B 20152570 M Proposed Use; Expiration Date; 03/08/16 Location 320 STEVENS STREET E1 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 30800400Q Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction Cost$ 118,867 4 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E 1 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A i CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BEEN MADE. QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARD.Y O BRMANENTLY. ENCROACHMENTS ON P IC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION, STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PU C SEWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 F 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r TOWN OF BARNSTABLE Buildin 201501839 * BARNSTABLE. Issue Date: 09/09/15 Permit 9 MASS. i639• Applicant: PORRAZZO DANIEL 7 �Fp MAC A � Permit Number: B 20152570 Proposed Use: Expiration Date: 03/08/16 [Location 320 STEVENS STREET E1 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 30800400Q Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 . Est Construction Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E 1 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC. BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS N MADE. QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY,STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,-EITHER TEMPORARILY- ERMANENTLY. ENCROACHMENTS ON LIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;MUST.BE APPROVED BY THE JURISDICTION. STREET-OR ALLEY GRADES AS WELL ASDEPTH AND LOCATION OF PT^IC-SEWERS'MAY BE'. OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS, MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). , uPIM . � a 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION RplSr Map O�' Parcel ��- ° 4 ��;, ABL Application #oZ Health Division E p Date Issued Conservation Division — 4 r Application Fee Planning Dept. Permit Fee 1 091 • (D"6 Date Definitive Plan Approved by Planning Board ` Historic - OKH _ Preservation/ Hyannis Project Street Address 3 ZC' �CII y Village Owner )QC/,? Address Telephone /oo G! -"ou- ' '2.rz-- gut Permit Request /� , E�y�G cy L�• Square feet: 1 st floor: existing.606roposed Of $ 2nd floor: existing ®' proposed Total new Zoning District Flood Plain Groundwater Overlay Project ValuatioC Construction Type 6(jctocl Lot Size // S . e-&-a AggT Grandfathered: ❑Yes 0'I loo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure ✓V0Z Historic House: ❑Yes Colo On Old King's Highway: ❑Yes EH16 Basement Type: ❑ Full ❑ Crawl ❑ Walkout w6ther g'Cg8 ak) Basement Finished Area(sq.ft.) a Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new / Half: existing new Number of Bedrooms: existing /new Total Room Count (not including baths): existing new First Floor Room Count / Heat Type and Fuel: 02 as ❑ Oil ❑ Electric ❑ Other Central Air: s ❑ No Fireplaces: Existing New — Existing wood/coal stove: ❑Yes Detached garage: ❑ existing ��❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing L9"new siz(2364ed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use 4�"l�ov�� - - -- -- - `APPLICANT INFORMATION (BUILDER OR HOMEOWNER) _ Name c� �� T I h �(�� �� off' a ep one Number Address /'o P,4"yC -imo License # / a 01 /r Z, QMAI T994v 044.9 Home Improvement Contractor# Email o P- � - Co C atic- Worker's Compensation # 2 la o L!/oc�L/ ALL CONSTRUCTION DEBRIS RE LING FROM THIS PROJECT WILL BE TAKEN TO 'yi 8 SIGNATURE DATE 9EL u � N� FOR OFFICIAL USE ONLY �r APPLICATION# r DATE ISSUED s MAP/PARCEL NO. ADDRESS VILLAGE OWNER ; DATE OF INSPECTION: - FOUNDATION FRAME INSULATION FIREPLACE } ELECTRICAL: ROUGH FINAL • c PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOkCIATION PLAN NO. , • f ATYC Cc Ca -Yrd Zofui n orf� d ? zlir I as ache of Check for Corilpiiance (7sD CKfzr 5301-�.1.1)' Cbxtc caaplianm 1.1 SCOPE. Wind Speed{3-sec�gust)--------_ - ::._._: .------- ...............: .....-.: ..•_:_. ...._.... .___._.. 1 i D mph Wind Exposure Category ------ ------......_ --- - -:=- --::_-------- --B Wind Exposure Category.................Engineering Required For Entire Project -.-_-_- .----.-_ __-:.. .......0 12 APPLICABILITY, .Number.of Stories(a roof which excaeds 8 in 12 slope shall be considered a story) stories 5 2 sinries 2 - --..-....-_. <12-12 . Roof Pitch _�_ .__.._ --(F9 ) ----- _ Mean Roof Height _ _ :..: __...................._ .- •-----(Fg 2)...... -_.... --------—ft 5 33' Building Width,W-..........--.:.. - - -- (Fig 3)------------------ --..... _ft <_go, c Building Leng h L _:._: _. -(. g ) -gD' F 3 Building Aspect Ratio(UW) _._ ----- - _.:. .... -----_(Fg 4) - _._. . <3.1 Nominal Height of Tallest DpeningZ - - - ..:_ . :::._.(Fig 4)-------- --=--- -------------- :------ <GB" 1-3 FRAMING CONNECTIONS General compliance v4th flaming connections_ .----..(fab)e.2):-- ._-__--. -- 2.1 FOUNDATION Foundation Walls meeting requirements of 780 GMR 5404.1 Conciet;_ ................................:..: ...--•••.....:................ •--..... - ._....... CDncrete Mamnry 22 ANCHORAGE TD FDUNDA-nDN'- 5/8'Anchor 3olts=imbedded or.5/8'Proprietary Mechanical Anchors as an altemative in concrete only . Bolt Spacing-.general ..:: _:.(Table 4)- _ ;-- --- in- $ntESpacing from end(pint of plate ...............- --•--(Fg 5) --- Bolt Embedment-concrete.._:._.. --- - _::_.(Fig 5)-------- = - -- - in.>T:: Bolt Embedment-masonry..... _ ---------(Fig 5) --- --- >-15, Plate Washer-___..-_- -•---- ---. - ------- ----•---(Rg 5)_:----- •--............... .?3`x 3'x 3.1 FLDDRS F1oor•framing memberspans checked __-- --_-•_-- _ •--:(per 78D CMR Ghapter.55) --- __-- Maximum F7aor Opening Dimension-:._ (Fig 6)-•--•- ft<12 Full Height Wall Studs:at Floor Qpanings less than 2 from Exterior Wall(Fig 6) ... ......... .. .:. :..:.... ....... . Maximrim Floor Joist Setbacks Suppoiling Laadbearing Walks or Sheanval! ___ (Fig 7) ------- -- ----- --------- -- -:- fit <d, Maximum Cantilevered Floor Joist, Supporfing Lbadbearing Wails or Sheanvall :----(Fig B) ----.-----:-: -- ---- -- ----_ --•--- ft _<d: ' FloorSracing at Endwalls (F9 9) •- --------- --- -- Floor Sheathing Type -- -.-= . --- -(Per 780 GMR Ghapter 55)-.. _....- .- -- ---- Floor Sheathing Thickness _(per 780 GMR Chapter 55)_ ---._ in_ Floor Sheathing Fastanmg....... ,_- :---- .(Table2)_._d naffs at - rn edge/_in field 4.f WALLS Wall.Height Loadbeaing walls--- (Fig 10 and.Table 5) . - -- -•--:_-_: . ft 51 D' Nan-Loadbearing wails-•:-: ---- - -:- ---- ----.(Fig 10 and. 5) -_----_ -.;_ ft 52D'- Wal!Stud Spacing _............------• . ----- --- --::(Fig 10 and Table 5) -------- Wallin. 24`o.c 5tary:Offsets • ...---- ....... = (Figs 7 8)- _ fits d wr 4-2 EaCrM OR:WALLS. Wood vralls f Tabfe�j _;:: _ 2x ft rn _. :(fable 5) - ------2x - ft.- in: Non-Loadbearing malls -- - _ Gable End Wall Bracing 1 "Full Helght.Endwall.Studs.:. . .... ...... _._._..::-:. Fig 1 D -- _ ( ) WSP-Attic Floor Lengff�:---- __ -•---.._..__..�_ _-{Fig i 1)_ - -_-------- -- -- `Gypsum CerTing Length[tf WSP not used)_-- -- --:---.:-(Fig:i 1) _ ft'?-D 9W - and 2 x 4 GontinuoRs Lateral Brace @ 6 ft:o_c_:(Fig l l ..................... or 1 x.3 ceiling furring strips @ 16"spacing min-with 2 x 4 biocking @ 4 ft spacing in end joist orfruss bays ` Double TQp FIa -_(rjg 13 and Table 6) ft_ _' Spftce Connection(no of=16d coinmon_na�ls) (Tables) .._: ___..: _ — ATVC Guide to PVood Coasfrucdori irc High hVindlireas: 110 arph ff iiid Zorle - Massach' setts Checklist for- OM UaUCe.(790 CMRs30r_z:r.r)` Loadbearing,Wall Connections Lateral(no-of 16d common nails)..... ............----------(Tables 7)-------T--------------- Non-Loadbearing Wall Connections. Lateral(no:of 16d common nails)-----------------------------(Table B)------------------------­-------------------------- Load Bearing Wall Openings(record largest opening but check all openings for con}pfiance to Table 9) Header Spans ....__ (Table 9)------ ------.—f—in.< 11' Sill Plate Spans :_:-------- ------ __........._------------(Table 9)------ ------------._-__-...::_ :. FL&Height Studs (no. ofaf)ds)----•--_- •---•- ------(Table 9)...................... - ----.---------- Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header-Spans. •----•--- •--•--------------- -.......-.........(Table 9)-------------------------------- ft_in:512` Sill Plate Spans-_----- --•----------------------------- _--•:-(Table 9)_.= - -- - ft_in 512` Full Height Studs (no-of studs) -:---:.-_._____---------------(Table 9)-------------------------- ------ -----•_-- ExteriorWall Sheathing to Resist Upfdt and Shea[Simultaneously4 Minimum Bulging Dimension,W - Nominal.Height of Tallest Opening2 . -•......-- : ...----- ----•- .................------------------- ------------- Sheathing Type :- --...................................(note.4)-•--------------- Edge Nail Spaang__:: -__. ... -_.___--.(Table 10 or note 4 if test)_:.___:..:._._.-•_ in - Feld Nail.Spacing....... ...........-..........-.......(Table 10)----- ----- _- in. Shear Connection(no. of 16d common nails)(Table 10)--------- -...... ....... :....... .--- Percent Full-Height Sheathing..................----(Table IQ)-----•--------•------ :--- --°/� a%Additional Sheathing for Will with Opening>-6'8.`(Design Concepts).-_----------------- Maximum Building Dimension,L Nominal Height of Tallest Openingz .. ...... ...... . ......... ............ . ... Sheathing Type ----------- --------......-..........(note 4)- -•- ------ Edge Nail Spacing -;......_.. ___(Table 11 or note 4 if less)_-.-.---- ---•-•--•-•---- -..------...: in. Feld Nail Spacing--------------------------------------.-.(Table 11) ----•---.. in. Shear Connection(no.of 16d common nails)(Table 11) .-:....-_ --_ Percent FulkHeight Sheathing- - :- ----------(Table 11).........-----------•------------ ---- - ----�° 5%Additional Sheathing for Wall with Opening>6'B*(Design Concepts)..................... Wall Cladding Rated for Wind Speed?- - ............_.-----------_--- ••----• --------- - - --- 5-1 ROOFS Roof framing member.spans checked?-----------------------(For Rafters use AWC Span Tgol,see BBRS Website) Roof Overhang - - ------- --------- ------(Figure 19) ft:<smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors' Uplift = - - .(Table 12)_ .. :. •-----_--••---- -- - p -------U lf Lateral......................-•-------------•---_--(Table 12) --------- - ----L- ptf. Shear--------- -------- ----- ------(Table 12). .---- -•- ---- -----S-- ptf Ridge Strap Connections, if collar ties not used per page 21_ (Table,13).........--- _. T= plf Gable Rake 0utlooker-..............._ .._.:-- ------_.(Figure 2D)------------ ff s smaller oft'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Praprietary.Connectors Uplift-------. -------• •----• -------------..(Table 14)----------_ -..:---- ------------:U- lb-: Lateral(no.of 16d common nails)__.(Table 14)............. Roof Sheathing Type---------- --------:-_----•--------------(per 780 CMR Chapters 58 and 59)............. Roof`SheafhingThickness -•-- -- ------------------------------------------- ----------- in:--:7116`WSP Raof Sheathing Fastening •-- -------- .(fable 2)- - -------- ----- -------- Notes_ -1. _.This the klist shall be met in its entirety,excluding the spec exception noted in 2„to comply with the FBgUirernents of, 7BD CMR 5301.2-1.1 item 1. If the checklist is met in its entirety then the following metal straps and hold downs are.not required per the WFCM 110 mph Guide: a Steel Straps per Figure 5 b.. 20 Gage Straps per Figure i i C. Uplift Straps per Figure 14 d_ . AIL Straps per Figure 17 e. Coiimer Stud Hold Downs per Figure 1Ba and Figure lab _ 2. 'E;ceptioi-r_Opening heights ofup to-8 ft.shalt be permitted when 5.%is added tq.the percent full-height sheathing requirements shown in Tables 10 and 11: 3 > The bottom tiff plate in exterior walls shall be a minimum 2 in_nominal thickness pressure treated#2-grade. T ,4F C Gturfe fo f3`tltld�011driiction 7l1'1 LJlr 14,Tacl.4reas_ IIO rrzplr WrndZone MassacI�usetfs Checl�isf for compliance(790 CnArz4. s�ot a, From Tables a and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent cull-Height Sheathing and tail Spacing requirements- b. Wood Structural Panels shall be.minimum thickness of 7/16'and be installed as follows: 1. Panels shall'be installed Wb strength axis parallel to studs, Ft. All horizontal joints shall occur over and be nailed to framing. if On single story construction,panels shall be attached to bottom plates and top member of the double top plate.: iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate.and to band joist at bottom-of panel.Upper attachment of lower panel shall.be made to band joist and lower attachment made to lowest plate at first floor framing. " v- Horizontal nail spacing at double top plates'; band joists,and girders shall-be a double row of Sd staggered at 3 inches on center.per figures below:Vertical and Horizontal Mailing for Panel Attachment 5- Glazing protection:a)'new house or horizontal addition-required if.proje t is 1'mile or closerto'shore(generalfy;south of Rte.28 or north of Rte.6) s b)vertical'addttaon—not required unless there is extensive renovation to the first$oor c)replacement windows—needs.energy conservation compliance only(chap.93) n G.Wood Frame Construction Maual(WFCM)for 110 MPH, Exposure B maybe obtained from the American Wood Council (AWC)webste: Iff EN THE S�GERENTS ON l FRA USESd 7,dIFiG ATG�c' ..tt It a to il.r ` z i 1 `a ' :• _ - 'ju • 1i ��.il� 1 .: tL tu tar .lQ E - u_ ar W E 7 3!$t It 11 STAGGERED NA1[SPAC�IG' 1 + t1q,L�ATrH�N. ? „ PANE- Se-a Defarl.nn Naxt Page . -Vertical sod Hoiiz�nlal Mailing : Detail . Vertical and Horizontal Nailing far.Panel Aitachmmf foF PaneLAttaclrment �IMHE Town of Barnstable ` Regulatory Services { F MASS.�� Richard V.Scali,Director 1,639. �$ Prfo �a Building-Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 . www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section . If Using ABuilder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized bythis building permit application for (Address of Job) ', "Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final ectionS e performed and accepted. i a e o Signor Ap L riot Name Print- a= J ' Dat Q_FORMS:O Va IEUMUSSIONPOOLS - ,4coRo® CERTIFICATE OF LIABILITY INSURANCE F112/ DAT0E5MMIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. ''A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gail Cregg - - Fred C.Church,Inc. NAME: 41 Wellman Street PHNE 978 3227266 FAX (978)454-1865 Lowell,MA 01851 AICO Ext: [A/C No E-MAIL _ (800)225-1865 ADDRESS: gcregg@fredcchurch.com a INSURER(S)AFFORDING COVERAGE NAIC if INSURER A: Liberty Mutual Insurance Company 23043 INSURED INSURER B; Liberty Insurance Corporation - 21814 Polar Design Build,Inc. INSURER C: 1150 West Chestnut Street.Ste 3 - Brockton,MA 02301 INSURER D: INSURER E; INSURER F: COVERAGES CERTIFICATE NUMBER:32648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUER POLICY EFF POLICY EXP LTR POLICY NUMBER MM/DDIYYYY) (MM/ODfYYYYl LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,000 B 260141014- 12/31/2014 12/31/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2.000,000 POLICY 7 PRO- LOC $ CT F AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED - BODILY INJURY Per accident AUTOS AUTOS ( ) $ HIREDAUTOS - NON-OWNED AUTOS DAMAGE $ AUTOS Per acciERdent $ JBRELLIA LIAB "OCCUR - EACH OCCURRENCE $ LIAB CLAIMS-MADE - AGGREGATE RETENTIONS$, $ WORKERS COMPENSATION X WC STATU- I X, OTH- AND EMPLOYERS'LIABILITY YIN - TORY LIMITSFIR — A ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.FACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? H.N/A 260141054 7/20/2014 12/31/2015 — (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street Hyannis,MA 02601 CERTIFICATE HOLDER CANCELLATION Town of Barnstable 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA.02601 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE P Client# Mst# 32648Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD etsczrt afrML15ff, Wbrke' Cuwpemafimi Inmm7anmA dam Riff dersf �£ r I cfirFcianslP unz err Lnfc rmaw P e eh� Nar i s sit omplo er?CEmckt �ppmpHafrlbWqType ef ccgied c'itq� 1 E9I asa n u2fft d_ []I Arta g�aII c=fnm(rsr 5 NewffiPI * �' havglitfhe si-ontffitis emlrlayees{fall andlocpar�frme�_ El I am a spit prapsit�Qr orpatfner , listed on the g4lacbed , 7- []R rsnD P t: Th mb-aontac�u havC . . _ stag and hai*e nip euxplayeEs and�e wogmrg ° ` • woski4g fl}cmE iit any�'�`- � ��� l 4: 0�u�mg addii�.aa [E1rcr worker.'-c�iup_r�,4,n�„�e COMP 5- 10leLtucal reP ar addians 1 ❑ Wi are a cotporatimand its of(7L etSlz$G£ R Tsed their �_❑ I am a hDmeo r daing all wow 1 []Plsmbmg repaim or additions. rrTf [No wows'ar�p_ zsgbt of mptioilper2YfCd Hof c•.15Z�1(4);and we hai e tta - _ _mcrxsnrgrnf1m'1-w�--1'F -..� ]3'�9fIIEC. : - =4ALypees [NET ass' ;Any gpIS of ihat cheriz -,I hmstalw SIl autti�m sectinnbtTa•Rrch awbig i zkwod:m'coam co poE i ' ffo-seawne s wh t o;-ubn=-1L,Kffl m ac i'al;t b zg m d e ate cD=L7 ME:g st mh 0 3at a n.^Tr gmd Lit man'-us sack CIS twt rha this bax m-.,t attach ff;a Snrliti rm a7 shEEft Sbb'kffiy tbz-n a 6m SChetIEC t C=t tMSE k fSeSh-— ' EIII]hUatS_ If the mb-cantmU s:I 4`e empluper�,thL7 nit pamn3e ffi£II-wurkei3'{amp_pORCY M=b-z�.. lam an saFL7pts ikrrtis pr�rc�g firorkers'carrFgn rdion:Isis iF- far ttry &Mpivg--' B-Tasty is.fFispaiicy rind jab sr ir,[forrrtQ£ic?ti� / PbFicy:9 or Seff--iris Lim O D�� Fxpi�fian Date= /� 3/ ✓ Attach a topg of the smrkers'cttmpensa{iavi P CrIhT dscrsiian paw(shv-irtg the FoliiY er:m3 motio-IL aze-): . Failure t;o se=7 coupe as requiL i under 25A'ofMGL r- ISM can lead to tie imgosiSon is=caminal per flips of a Ent ug to STAG 00'auUco-on>;year�m rn�,as well as rizril pe mIfi in the font of a STDI'WORK ORDER and a Ea� of up to�250:QQ a day against the violater advised That a-copy of this stag may be furwai"ded tB thf,,OE=of Eiv.-: Mtiom:of the-DA f r fasyr=n o'v v c�#iozL I ti e s iu as a pZr urF f3iatth6.injorFilritYlFff pra i&d abave cs:true cord carr�ct 3�aE� �• pbiaue ik V ` . S £ a rrrrF Du.rta fFiis rrl ecr,biz bg.catf�aieS�d b�cif r trxti*n tzcinL C i For T6-wmi Iss�u�r'�tifihr�rit�tic a ne�; . LBu2a:d VfHeat 2.$-m dingDt;g2Ttrogiut 3.Ca-1p£awnOcrk 4_�Ie zeal] ec�ar- Piu bm ]�for ylassachus �General Laws'chaptea 152 iequires all Moyers to provide workers'comneusafion for f$eir C= I'oyee� PM G in this statute;an err IayeE is deemed as a_: p=oa m the seraice of another ender any co�2ct ofhire, . express car implied; Oral or writla'n-" arts association, corporation or tidier legal eanfrfy, or any two or more An efrzp yeFis&5ned as`tan indiYidual,p. amhip, of the;fnregning engaged is aJoim Urbr: ff,,andiudadiagthe legal representatives of a deceased employer;or the receiver or trustee of as individin�parbeahip,association or other legal mtty,employing employe- However the ownez of a dwc-fling-house having not more than flaw apartments and who resides therein,Or the occupant of the dReiImg house of another who:employs peasons to do mairrPPr,anCe,construction,or repair work on such dwellnag house or on fhe grounds or building appmtenadfhereto she not because of such employment be deemed to be an employer." c� a nc shall withhold fhe issuance or e e state or fecal fr o states tl.�t v Y MGL chapter I52, §25C(�aLs rg nsnng � renewal of a Fzceuse or permitto operate abusiaess or(o constxFrct buildsngs in thecommonrwealth for arty . applicant who has not produced acceptable evidence of conrpliarace with theinsuranr�eoverage regtured.y Additionally, MGL chapter 152, §25C(7)states"`2leifliea fhe mmmoaw alth nor any of its political subdivisions shall enter into any contract for thD performance of public workuntil acceptable evidence of Mmpliance with the;,srrrance rotivscments of this chapter have been presenfEd to th cumin ctmg anihority-} APplicanis ol ht Tebxes hat apply to ycrr siinazon and if Please�llouttheworkers' compensationaffidavicupe- - n(-_cessary,snpply sLTb-cantracfrsr(s)name(s), addresses) and phone nn nber(s)along with their cortif i c{s) or incr' a- ce- Limited Liability Companies(LLC)orL�ifPd Liab171fy Parnerships(LU)WithDo employees other-tan the members or partners,are not required to carry workers' compensation m entrance_ If an LLC or LLP does have employees;a policy is re q if-,d_'$e advised that this affidavit may be submifted to the Department of Indust_ial Accidents for confirmation �ofinncr,Coverage, Also be sure to sign and date the affidavit The arT should be retrnned to the city or town thaf.the application'for the p=it or license is being requested,not the Department,of Industrial'Accidents_ Should you have any queytons regarding hn law or if you`are required to obT am a-orkeis' compensation policy,please call the Department at tine number listed below. Sell ttcr�red companies should enter their self 7,�r,r�nce license number on the appropriate lie: City or Town Offficia3s Please be sure that the affidavit is complete and printed legibly_ The Depm aient has provided a space at the bottom of the affidavit for you m-.fl1 out in the event the Office oflnvesfigataons has to contact you regarding the applicant Please be stuz to fll in the pennitllieense number which w�be Used as a reference number. In add_rtion,an applicant that must submit multiple permit/license applications is any given year,need only submit one affidavit indicating cur_2nt oli informafion(if necessary)and under"Job Site Address"the applicant should write"all locations n (city or P ).7 a be rm2ded to the c' ed or.marked b t'ne ci or town may at as b offi rail P town). A copy of the affidavit that h fen y stomp" Y. tY - apFlicant asproofthat e gelid affidavit is on f r for fr,t=permits or licenses A new affidavit must be,�le:d oirt each year-'where a home owner or citizen.is obtaining a license or permit not related to any business or commercial Venture (Le, a dog license or permit to bum leaves etx-)said person is NOT required to complete this affidayZt " The Oi$ce of Investigations would li to"thank you in advance foryour caopeiafion"and should you have any clilesfions; please do not hesitate to give us a call. The Department's address,telephone and fBxmmaber ThLa i of Maszsachti. s Dq�ajne�at c�fIndusftjak la id e�f� u;ItI F=X 617-727- 44 Revised 4-24-0 ilia , Massachusetts -Department of Public $afehj Board of.Buildin e J g Regulations g and Standards r Construction Supervisor 9' License: CS-022210 , DANML J PORR -YZO 97 VESEY ST BROCKTON MA 02401 Expirefion Commissioner 11W12015 �`NE TOWN OF BARNSTABLE Building ' 201501841 * BAiuvSTABLE, + Issue Date: 09/09/15 Permit 9 MASS. i639• Applicant: PORRAZZO DANIEL J Ar�p �a pp ' Permit Number: B 20152569 Proposed Use: Expiration Date: 03/08/16 Location 320 STEVENS STREET E2 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 3080040OR Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 . Est Construction Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FIT OUT FOR UNIT E2 THIS CARD MUST BE KEPT POSTED.UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BEE E. QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR XRMANENTLY. ENCROACHMENTS ON'PUBL ROPERTY,N0 SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET:OR.ALLEY GRADES AS WELL AS DEPTH AND.LOCATIONOF PUBLI EWERS MAYBE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS.OF ANY APPLICABLESUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: ' 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. " 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1• 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health tNE TOWN OF BARNSTABLE Building 201 '501842 • * BA>t grABIX, Issue Date: 09/09/15 Permit 9 MASS. s639• Applicant: PORRAZZO�DANIEL J CFO MAS A Permit Number: B 20152558 Proposed Use: Expiration Date`. 03/08/16 Location 320 STEVENS STREET E3 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 30800400E Permit Fee$ 556.23 Contractor • PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction Cost$ 118,867' Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E3 THIS CARD MUST BE KEPT POSTED UNTIL FINAL. INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BEEN MADE. QUINCY,MA 02169 ' Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,.EITHER TEMPORARILY OR PERMANENTLY. ENCROACHMENTS ON PUBLIC PROPERTY,NOVI SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE"JURISDICTION:. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION,OF PUBLIC SEWERS MAY BE 'OBTAINED'FROM:THE DEPARTMENT OF PUBLIC WORKS..THE ISSUANCE O&THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.; MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 2 3 1 Heating Inspection Approvals Engineering Dept 2 Board of Health :.Fire Dept ° TOWN OF BARNSTABLE �t�� � Building 201501844 BARN PermitSTABLE, Issue Date: 09/09/15 MASS. p 1639• Applicant: PORRAZZO�DANIEL`J rFG�.I A Permit Number: B 20152557 Proposed Use: Expiration Date: 03/08/16 Location 320 STEVENS STREET E4 Zoning District OM Permit Type: .SP PROJ RES ADD/ALT Map Parcel 30800400T Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E4 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS 7N MADE. QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMrr CONVEYS NO RIGHT TO OCCUPY ANY.STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY 'PERMANENTLY ENCROACHMENTS ON BLIC PROPERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE;..MUST;BE APPROVED.BY THE JURISDICTION-STREET OR ALLEY GRADES AS WELL AS DEPTH AND,LOCATIONDF -LIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT'RELEASE`THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. { 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. . PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). ��� +pia.. BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health r 201 TOWN OF BARNSTABLE tKE 501845 rBuilding BARNSTABLE. Issue Date: 09/09/15 Permit 9 MASS �p 039• Applicant: PORRAZZO DANIEL J Permit Number: B 20152556 Proposed Use: Expiration Date: 03/08/16 Location 320 STEVENS STREET E5 Zoning District OM Permit Type: SP PROJ RES ADD/ALT Map Parcel 3080040OU Permit Fee$ 556.23 Contractor PORRAZZO,DANIEL J Village HYANNIS App Fee$ 100.00 License Num 022210 Est Construction.Cost$ 118,867 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TENANT FITOUT FOR UNIT E5 THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: FLAGSHIP ESTATES HYANNIS LLC BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: TWO ADAMS PL INSPECTION HAS BEEN ADE. QUINCY,MA 02169 Application Entered by: SS Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY.PART THEREOF,EITHER TEMPORARILY OICKRMANENTLY. HNCROACHMENTS,ON PUBLICF PERTY,NO SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLEY.GRADES AS WELL AS DEPTH AND LOCATION OF PUBLICS RS MAYBE' OBTAINED FROM THE•DEPARTMENT OF PUBLIC WORKS.-THE ISSUANCE OF THIS PERMIT DOES NOT'�RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION' RESTRICTIONS.. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SHEATHING INSPECTION 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. 7.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS: WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 •. 1 , 2 2 2 - 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health 'n C PROJECT.�����, � ��, .-NAME. � ts I.l�r.l U ADDRESS: '' el�ib � PERmrr9 fs:6f63, PERMIT DATE: / 5 .. . MjP: LARGE ROLLER PLATS ARE INO entered in MAPS ro am on: .Data P - � r q/yy—es/fomsshlcfiive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Lfl7k z:�� Map Parcel Application# �;24T76g7 O Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer 'Application Fee b 10 •� Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 220 Village Owner Address Telephone Permit Request , e'er- l , 7 L/ t Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new�� Zoning District ®1i Flood Plain Groundwater Overlay -1 Project ValuationA Construction Type &wz Lot Size 7 Grandfathered: ❑Yes B'I�lo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure u— Historic House: ❑Yes � • On Old King's Highway: ❑ l�Yes Basement Type: ❑ Full ❑Crawl ❑Walkout 3-tither Basement Finished Area(sq.ft.) ® Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new �� First Floor Room,Count C �� Heat Type and Fuel: Ili Gas ❑Oil ❑Electric ❑Other o _ a> Central Air: O'Yes ❑No Fireplaces: Existing New Existing wood/co.I stove: 0 Yes,' Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑e isting 0 new size rn Attached garage:❑existing Q"new size A444ed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# -� - - Current Use = BUILDER INFORMATION Name .t iz�c for Telephone Number � Address .S �e-e' ti, /a0 License Home Improvement Contractor# e iV Worker's Compensation# e�IS1 �7�'� ALL CONSTRUCTION DEBRI SILTING FROM THE PRO ECT WILL BETAKEN TO IGNATURE— DATE �z� FOR OFFICIAL USE ONLY vl r, f • PERMIT NO. DATE ISSUED MAP/PARCEL NO. ADDRESS' c VILLAGE ' r OWNER r DATE OF INSPECTION: r FOUNDATION FRAME INSULATION FIREPLACE ' ELECTRICAL: ROUGH FINAL a PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 1 DATE CLOSED OUT ASSOCIATION PLAN NO. j IThe Commonwealth of Massachusetts A," Department of Industrial Accidents Office.oflnvestigations . ' a 606 Washington Street c, Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organizationadividual): . - -Address: —, .00c) LO S k3,�V_ l0�:) City/State/Zip:_(� c�lf Phone.#: l :bAR AIZI Y,e u an employer? Check the appropriate box: -Type ofproject(required):.1m a employer with�/ 4. ❑ I am a general contractor and I have hired the sub-contractors 6.employees (full and/or part-time). ❑New construction 2.[] I am a'sole proprietor or partner- listed on the attached sheet. 7, ❑Remodeling ship and have no employees 'These sub-contractors have g, E]Demolition ! working for me in any capacity. employees and have workers' ,r :9: Buildin addition [No workers' comp,insurance comp,insurance.$ - - g- required] 5• ❑ We are a corporation and its 10.0 Electrical repairs or additions 3.❑ I am a homeowner doing.all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL . t . 12.❑Roof repairs - insurance required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other Comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees: If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. O Insurance Company Name: ��r� (Q ( A � L Policy#or Self-ins.Lic,#: � 1 �4_ �(�—(�� Expiration Date: Job Site,Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investi a ions of the DIA for insurance coverage verification. I do her c&' uner th pains and penalties of perju that the information pr ided above is true and correct, Si afore: Date: U� Phone#,: Official use only. Do not write.in this area, to be completed by city or town official City or Town: Permit/License n f Issuing Authority(circle one): 1..Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5:Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute, an employee is defined as"...every person in the service of another under any contract of hire, express or implied, oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the re��VP.T or trustee of an individual�partriershit�, association or other legal entity, employing employees. However the owner of a dwelling-house having not more than three apartments and who resides therein;or the occupant of the dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6) also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to'operate a business or to construct buildings in the commonwealth for any applicant who has not produced:acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work untilacceptable evidence of compliance with the insurance requirements of this chapter have been presented*to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and, if necessary,supply sub-conti•actor(s)name(s), address(es)and phone number(s) along with their certificate(s)of insurance. Limited Liability Companies.(LLC) or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not required to carry workers' compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or.license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers.'- compensation policy,please call the Department at the number listed below: Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please.be sure that the affidavit is complete•and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition, an applicant that must submit multiple permittlicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all-locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves-etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions,-, please do not hesitate to give us a call. The Department's address,telephone-and fax number: The Commonwealth of Musachusetts Dgpar meat of Industrial A.cci*uts Coffee of Investigations 600'Washingteai Street Boston,NIA 02111 TO.#617-727-4900.ext 406 or 1,-977-MkSSAFB Fax#617-727-7749 Revised 11-22-06 wwv;hass.govldia Town of Barnstable. ti Regulatory Services + s 9 MASS. Thomas F.Geiler,Director �'ArF0 9;. & Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us of Office: 508-862-4038 Fax: 508-790-6230 Property Owner bust Complete and Sign This Section If Using A Builder I, c l�1 6�• Alw ,as er of the subject subj 7 property hereby authorize 79:;e �Wz. to act on my behalf; in all matters relative to work authorized by this building permit application for: . (Address of Job) r e of r Da Print Name Q:FORMS:O W NERPERM IS S ION ; ✓fie �a%aunaaruuea� a�✓��aaaac�uc�e�a -__.._.. ,.._ __.... .___. BOARD Or BUILDING REGULATIONS - Licenser CONSTRUCTION SUPERVISOR /, ' 1 ',. ...: Tk 7t/1FZ09L8l10E7+. E ✓'�'G�.'1$l,G'1Y , t ,1 WT vice Qr t �t td�t,Set vt 0 i r< GS 048722 { +' ssli<Q1 (IClB Tr.ea: 25028 C? R,IR HMO AVE j co{rtmtsSrdOt.ier 1 A ORD_ CERTIFICATE OF LIABILITY INSURANCE DATE/2oo�) PRODUCER (781) 681-6656, Fax(781)681-6686 THIS CERTIFICATE IS ISSUED AS.A MATTER OF INFORMATION The Driscoll Agency, NLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE g y, Inc.. HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR 93 Longwater Circle . ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. P.O. Box 9120 Norwell MA 02061 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURER A:Travelers Indemnity Co. Advantage Construction, Inc. INSURER B:Travelers Property INSURER C: TWO Adams Place, Suite 100 INSURERD: Quincy MA 02169 INSURER E: OVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. A GGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSRO ADD'L POLICY TYPE OF INSURANCE POLICY NUMBER DATE(MMFDD/YYE POLICY EXPIRATION IDI TION LIMITS GENERAL LIABILITY DTC0464DI464-IND07 06/20/2007 06/20/2008 EACH OCCURRENCE $ 1,000,000 X' COMMERCIAL GENERAL LIABILITY DAMAGES f RENTED 300,000 PREMISES Ea occurrence $ CLAIMS MADE F—RI OCCUR MED EXP(Any oneperson) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY X JECOT LOC AUTOMOBILE LIABILITY DTA0810464D1476-TIL07 06/20/2007 06/20/2008 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 B ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA AC AUTO ONLY: AGG $ EXCESWUMBRELLA LIABILITY DTSCUP464D1488-TIL07 06/20/2007 06/20/2007 EACHOCCURRENCE $ 15,000,000 X1 OCCUR CLAIMS MADE AGGREGATE $ 15,000,000 $ B DEDUCTIBLE $ RETENTION A WORKERS COMPENSATION AND DTEUB464D1440-07 ' 06/20/2007 06/20/2008 y T RS IMITS O R EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYE 1,000,000 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 1,000,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS RE: Harry's Bar & Grill, 700 Main Street and Flagship Estates, 350 Stevens Street, Hyannis Evidence of Insurance for work performed within the Insureds scope of normal business operations. Notice of Cancellation provision is 30 days except 10 days applies for non-payment of premium. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE Town of Barnstable EXPIRATION DATE THEREOF, THE ISSUING INSURER WILL ENDEAVOR TO MAIL 368 Main Street 30 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT Hyannis, MA 02601 FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE _ B. Driscoll/KAD ACORD 25(2001/08) ©ACORD CORPORATION 1988 I W Cn9S in�noi nce P.nc 1 nr 9 IMPORTANT If the certificate holder is an ADDITIONAL INSURED, the policy(ies) must be endorsed. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy, certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). DISCLAIMER The Certificate of Insurance on the reverse side of this form does not constitute a contract between the issuing insurer(s), authorized representative or producer, and the certificate holder, nor does it affirmatively or negatively amend, extend or alter the coverage afforded by the policies listed thereon. ACORD 25(200108) NS025(0108).08a Page 2 of 2 I COMMENTS/REMARKS CIP Hyannis, LLC and Flagship Estates Hyannis, LLC, TD Banknorth, BSC Group, DHS Design and Advantage Construction, Inc. are included as Additional Insureds for General Liability and Excess (Umbrella) Liability as required by a signed written Contract or agreement with the Named Insured. CIP Hyannis, LLC and Flagship Estates Hyannis, LLC, TD Banknorth, BSC Group, DHS Design and Advantage Construction, Inc. are included as insured for Automobile Liability on a Primary Basis for the conduct of the (Named) Insured, but only to the extent of that liability. OFREMARK COPYRIGHT 2000, AMS SERVICES INC. I_ r ; • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION i ♦eu.Map 3oD Parcel BARNSTABL Application ` Health Division Date Issued - Conservation Division �'� .:a Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning B� d dz- ) , n, Historic - OKH _ Preservation/ Hyannis I Project Street Address ;; act YS r r,,A d7�- Village �Li¢ 6 S)4i a_-7> C__ Owner Yli4(i -f&142 !S�S �O� Address ! � �� �yI 1 ,�0, �,g� Telephone_c9- S &Y- 610- G/ooPermit Request Request _ �'%S�j��tU o�L u c 6,94 U_)4 Square feet: 1 st floor: existing -Ir proposed S�° 2nd floor: existing f proposed Total new 2-2,7 Zoning District Flood Plain Groundwater Overlay Project Valuation /8 Construction Type Lot Size / 0_00 f�e_ Grandfathered: ❑Yes EINZ If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Nda.) Historic House: ❑Yes &11 -o On Old King's Highway: ❑Yes CMdo Basement Type: ❑ Full ❑ Crawl ❑ Walkout U2- ier 0,03 rax4d e, Basement Finished Area (sq.ft.) C Basement Unfinished Area (sq.ft) --� Number of Baths: Full: existing new 21 Half: existing new � Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 3*1 as ❑ Oil ❑ Electric ❑ Other Central Air: 3'Yes ❑ No Fireplaces: Existing '__ New Existing wood/coal stove: ❑Yes �01 Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing &n*`e`w siW°Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use �odvrtr� orJ �.r7 Proposed Use o-w.y of APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name Lx, Aarv_,Telephone Number v— Address /o-o r2/L7 �?1,1�z0 P-� License # C - v LVL., y �N�v A, Z! 9 Home Improvement Contractor# Email oR-lir4 Z2 C oNc1s,CM,'. Ccs-" Worker's Compensation # 2 G a 1 YZ o 5 Y ALL CONSTRUCTION DEBRIS RE TING FROM THIS PROJECT WILL BETAKEN TO cin�Jf SIGNATURE DATE /Xi-, 1'lJ �dl�lAYZ� - i FOR OFFICIAL USE ONLY F. APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: ti r , FOUNDATION FRAME r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t f 0 wax�px Seal ffaskw,HA 02 fvft-�u F��.�rr�r��rt • Wurke& Camp eus� sDcc 6uRL 2cnce davit Radders/Canha r cfrFciayslP um ors City-fStItt'�= . Are pF¢m encpIayer7 Chcrkd1a spp mpriaSE:ban: T} vfgro-ect ❑ I am a employzz vzi6i I zmna general cimfIZCtX allff I emg�ayees;{fultandloigaL iQne�*. El NFu �g}��thes�routmdc; . . .❑ I am a sole prcp�Qr arpaifner listed an the aftacaed sheet 9_ lltxb I These mb-c oa tartar have ship and hate un e�pksyev; 8_w T=alifiau L� n and hav: orkzs' Ong i 1 rx iIIE in,arry�Fa�- �Iy�. $ _ 4_.�3-nifd-mg addifi� pC W"A=cs`camp_mau anre. comp_ '10 de cal ar additions 1 . 5_ Q 'fie are a wl:pora ,,and its --� r carers ha e�crised their ❑ I am a hom rr doing au,wok: 1 �pb=bing zep n m additions �Pf [No wc!6 rs't-�anig_ r�ght afea mptioriger�fQ I IZ ofrepairs I c_154�1,(4),aadwe ha-e ffD - - _ Q4ayees-WU 1L Other - }day fzapfiianf 3�ctchrL sbvr11=Lltah;o ffiim tt `sectinnbtTa�ck F awo�es�roam axlpoZ ffumEavrnercu r, hxsi 3iis�r3.r. n R �� y s eTains=II-=� r.t h e ash ca�xaceIIs sumas� md'�sac�i Co-Etu�xr t ira chest thus bdc mmt sttsched m zarl;n=0 sheet shv—the name of 61e t--aid strip whether ocnnc fimsE L eshxq- ffiFIU7'MtT- BMTOyae- lam �'�gmg:pamnab� lLrni is fete paEc}cmi job szbi3- ir�orrr,�miic?tc. Tarp Gorupanglame= I�oficy�cr Self-ins_Lim� - F�giratiarsDate. Job srltiidn�s_ _ t t affi a c°P of the rkess':c �pensat?an pair dec ssiian gam(slro ng:fh .Poiicy. der artd empir,atiov_daze: Farann;to secure cuvrrage,as retlaii ruder SmEDa 25A of I_c- 152 cza Imd to f e impost O.m Of-rriminal P=AI ies Of a fve up to$- SDD_OD ancllgi are yearimg ,as well as cizrsZ gesalties in.tiie farm of a S FC7I? OI OI�DZ�and a IInP of up txx S-250.00 a day against iiie violator_ Ida advised that a t:4'w of ffii€stator may be dt d to the Office of ITMIMEt tiofis of fbe DID fnr Tnviranr�caFeragE v ow I ego F�ze-�eery,fp iuu�er.t�ca�ias iuir�pau�ies u,�.p�r�urF$iatfha zit�"prmafir�prcnu�rL ab�rs*�cs frua rmd car�sct - Phone ciaL nsa r�u 1 tFat i tits itr blur mrect�.bix bg,c�zrr ed by F b7nn afficinE G or.Tbt�u P Tcen m# fss�n��xiY-ha-titg.{�claoue� - .: - I L aan3 4£$ealtlt 2,$ n -Gtpp nt .{3f�' o�szi Q�)s 4�FecErical�ccl�r fi:P�bL g Ia €ar 6 t t I��assaclzns s Gmrral Laws chapter I5 regoi�es all tmmi iiyeers to provide ar 'competes an far f;zeir e lope P-mmT�to this stataic,an e�£apeP is denned as"__may Pease in the service of another i n&r any contrast ofhu , express or i nplieti;oral orytut An anpTuya-is defined as`;an m-dividaal,partaa association,ca�oiai®or dyer I e�ifify; or anp taro_or m ra egal a office fnreguingengaged is a joi of enterprise,and mclndingthe legal representatives of a deceased emploryer,:or the re;I__eivm cr trustee of an indivi.ffiml,partocmbip #,,,association or other legal e employing employes: Ho, ever the owner of a dwelling house having not more.than f rezD apartments.and who resides thereui,or the occupant o f e dwelling hove of another who m3ploys persons to do makt MancCe; construction:or repair work on such dwel ig house or on the grounds or bu�dmg apprn-tenarltheratn Sh:all not becar�se.of snnh employment be deemed to be, employer." MOL chapter I52, §25C(6)also states that"every state or lacal limning agency shall withhold the issuance or, renewal of a;Fcense or permit to 6peratt a business onto contact bndding. in the common ealth for any applicantwlao has not produced aI .cceptable evidence of compliance witIL the insurance coverage req -iced: Additionally, MGL chapter 152, §25C(7)staffs"Neither fhe:commonwealthnor any of its political Subdivisions shall to contract for'lue e bT'm;3nce.Df public workunt�acceptable evidence of compliance with the i-,smance en�i m My P re, ¢( of mts.of this chapter have been presented to the contracting anihonty. Applicants Please fill out the woii epr compensation affidavit completely,by checking the boxes that apply to year siulation.and,if necessary,sapplY sub-contractors)nam4s), addresses) and phone nlmber(s)along with their ce dfica c-(s) of ;, s pice I;aaited Liability CoinP anies(LLC)or Limited-Liability Parinerr4s CLU)withno employees other ihan the members or partners;are notrequued-tD early workers' compensation;nc�n anm If an LLC or LLP does have employees;a policy is ruViIl-_a_ Re advised this affidavit may be submitted to the Department of Industrial Accidents for confsmaiion of�nc�i�nce Coverage: Also be sure to sigII and date the affidavit T]ie ainaa5at should be rztrmmed to the or town that the application for the permit m licepse is being requested,not the I?epatroent of Industrial-Acoidents.: Should you have any questions regare law or if you a�e required tq obun workers' compensation policy,please call me Department at the number listed below. Self nsTred companies should eater their self`*n�ce license number on the appropriate line: City or Town Officials Please be sine that the affidavit is complete andpriate kl bly. The De space pa tmtnt has provided a at`she bottori o f the affidavit for you to El out in the event the Office of Investigati ohs has to confect you rega g fl]e appli cant Please be sera to fill in the pesai llieense number vddch be used as a reference number: In addiiion,an applicant td a must submit multiple peimifllicense applications in any given year,need only submit one affidavit ind1cating current policy infnnaafion(ifnecessary)and tinder_Job Site;Address"the applicant should Quite"ail locations is (city or c or town ma be ru Tided'co 'the ed b the i ed or mark Y P b officially city da � that has een Y ��)• -�.COPY of the affi vrt Y�P , applicaat as proof that a valid a ffidavitis on file fur futzu e permits or licenses A new affidavit must beIed gut each yca_r•Where a home owner or citi2 e is obtaining a license or permit not relatr_-d'to any business or commercial Venture (Le,a dog license or permit to bum:leaves eta.) etp�ed said is NOT r to complete this aftida.�Zt The Office of investigations would at to thank you in advance foryour caoperaiion and should you have anyrn�P�ons, please do not hesitate to giye its a cal. - The Depa3tm=f s address;fnlepfione and xnimmber: - FIi camman $i of Mama, U Dgai� ci at of Ii d ak:Accidents Railmi,MA G2I I Tel:t 617` 7-49Q- (�_Xt4-66 ar 114,77 All FA 617-` 27- 4 Kcyised 24-J7 die ATYC Guide,to. Wood Consb-ucdorr irr Hi��Ir end leas:d1�mph iYiird Zone Massachusetts Checklist for Compliance (780 CAIR530i2:I.t)' Chmic Cnmpliancc 1.1 SCOPE- Wind Speed{3 sec gust).--._:::........................... __ : -- ------- ----- :-- -- -- 110 mph Wind Exposure Category..__.........................__..___-: __._..-,:•__---__ _- -_. ----_ -B Wind Exposure Category..:.............Engineenng Requited For Entire Project _._ ::... .... .............. 12 APPLICABILITY -Number of SfDries(a rpof which exceeds a in 12 slope shalt be considered a story) stories s 2 stories ----=._..._ F 2 _--=------................ _<1212 . Roof Pitch ___- _.._ �...:.:_._ ( 9 ) Mean Roof Height (Fig 2)- -- •--- ----•- `•-•---- ft <33' Building Width,W---.... (Fig 3)-------......-.......- ----- _..-_ -- —it go, Building Length,L _::-: ._:-:_: .: _...-,_ :=-------tFig 3)-------- --:-- _.:_._: .---.- �. Building Aspect Ratio(LMr) -:- ---- _-(Fig 4) Nominal Height of Tallest Opening? --------- .__-•----- _.(Fig 4) ..:.:.... .... ........ _.-_. 1.3 FRAMING CONNECTIONS General compliance with framing con.nectioris: ---- __ ..(Table 2)----.--_-_ _ ::-----:-.----_ 2.1 FOUNDATION Foundation Walls.meeting�irements of 78D CMR 5404.i - _. Conraete .: ...... ....... _...:....----.:: : •----:.. •. ---•. -•• -- •---- Cona ete Masonry:::.. : --- - -.:. - - - =----• - 22 ANCHORAGE TO FDUNDATION'�:. 518`Anchor Bolts=imbedded or.518'Proprietary Mechanical Anchors as an alternative in concrete Drily. BbftSpacing-general :. :._._.. - ::(Table4): - = fn: . Bait Spacing from endlDint of plate.............__•--: -:--(Fig 5)-------- ------ in.s 6'-12`. Bolt Embedment-concrete:. ---------------1-- -•----.(Fig 5)------ -•--•-- ----- -= - —in.y T` Bolt Embedment mason - --- F 5 Pfate Washer........-................. -• =---- ••-..........(Fig 5)------- ----• ------ ---'-3`x 3',x-Y,' 3.1 FLOORS Floor•framing member spans:checked. __:-_:--••-._ _....(per 7B0 CMR Chapter 55) Maximum Floor Opening Dimension..._.-._...._-.. -..(Fig 6)-.-_--- Full Height Wall Studs at Floor.Openings less than 2'from Exterior Wall(Fig 6) ._ _:.- ....................... Maximum Floor Joist Setbacks. Suppoitng Laadbeadng Walls ar Sheanwal! .._(Fig 7) ..:. . .:--_-- .:-: ft.`d Mazfmiim Cantilevered Floor:Joisls Supporfing Lbadbearing Wails or,Shearwall __.-::--__(Fig 8)........-...............................:.... .... ft _<d -FloorBracing at Endwalls •(Fig 9)-------- ----- .................... Floar.She-athing Type...._ - --- _.(pecT80 CMR Ghaptar 55)..................- --. ..... Floor Shi athing Thickness -:- - (per79D CMR Chapter 55). ....:-_:_--__.-. in_ Flo6fSheathing Fastening ....._...._ __:. .___..._.(Table 2)_._d nails at in edge/_in field. WALLS Wall Height , 10' Lnadbearing vJa[Is. -.- :-- -.- __:_. :�: _._:(Rg 1D and Table 5) _ N--FLa d6earing walls _.(Fig 10 and Table.5) _-_._ft-s 20' Wall Stud Spacing --••-•`-•_ .. ...-_--• ---••(Fig 10 and Table.5)---_.: -,... in:<_24'o.c: 1NaiL Sfory.Qifsets _..... _..-- - :-(Figs 7&8)= - - --- _d:<d 42.EXTER.I OI7 WAi15' Wood Studs F' ...... .... ... .... - --•---- ::..(falaier)_._.. _.. --: 2�c Non-Laadbearing.walls.-:: -._:- -.__- ---- :_::(Table 5)._. _.:.. -..2x =-#tin.:. . . Gable End Wall Bracing 1 , Full Height Flidwall Studs:: ------- .-----..:_ :: Fig 1D __ .......................... t ) WSP-At5c F{oor ............. ft,%-W/3 Gypsum Ceiling Length[rf.WSP not used)__. .::_.----(Fig 11) an d2 x4 Continuous Lateral Braba @ 6 fit o_c --(Fig 1i) .:.:-.. . ...... .. ..... _--_:-- -:--.. - or l x 3 ceiling fining strips @ 1 T spacing-min.vri8i 2 x 4 blocking @ 4 f L spacing in end joist or truss bays__ DaubleTap Plata 13 and Table- 6) ft Spice Goniiection(no of.16d common nails).�.-� ..(Cable 6) .:._. _._:::-.- -_-_- •-_-- --_ a • fif,C'Guide fo Mbod Cotrsfructiorr Lu Higfz FiridAreas: 1l0 ftiptf. ff'1rid ZoFtC_' Massachusetts ;CheckliSt for? Cwlip iaiace (790 CMR530t_2.1'I) Loadbearing Wall Connections La"(no.of 16d common hails)--•- •----•- ----------(Tables T)-- ------- -------- ----•-----••-------- Non-L'aadbearing Wall Connections lateral(no-of 16d common nails)---•_-----____-- ---•___--(Table 8)----- ----- Load Bearing Wall Openings(record largest opening but check all openings for ccnipllance to Table 9) Header Spans ---•-- ---•-- -------- --------:-.....-•--•(Table 9).-.---- )------ --- -- ----------ft—in.51 V Sill Plate Spans ____-._- ----.---- (Table 9)----------------- ------:_...— Full Height Studs (no. of studs) __v----- --------- ............(Table 9).............-._____ .............. --_---•- No[}-Load Bearing Wall Openings(record largest opening bbt check all openings for compliance to Table 9) Header'spans- ------ •---•-•- •(Table 9)........ --------- •----- ft'_in_5.12` Sill Plate Spans._----------=------------ ............. =- (Table 9) - --------------------- _it in s i2` Full Height Studs (no.of studs) - ------- ---------(Table 9) ---•--- -------- ------•-- -- Exterior Wall Sheathing to Resist Uplift and Shea[Simuttanequsly4 Minimum BuBdng Dimension,W Nominal.Height of Tallest Opening? Sheathing:Type-------------------- --.---------._._...(note.4)------------------- --•-- -------------- Edge Nail Spacing_.---------___ .----._--_--•:(Table 10 or note 4A less)-_.---_ Field Nail Spacing able 10 - -- ----- •--- in. P g--•- ----•• -- (T ) Shear Connection (no-of 16d common nails)(Table 10)..------- -----------------•-_. -----_ -_----- Percent.Full-Height Sheathing......................(Table 10)......... - ---... --- —% 5%Additional Sheathing for Wall with Opening>:6'8"(Design Concepts)---- ------------- Maximum Building Dimension,L Nominal Height of Tallest Opening Z....._--. __--..... ... .. ......... ........... 5 • -- 6'8" Sheathing Type ( ) - -- - - ---•-------- note 4 -- -- - -- - Edge Nail Spacing- ____-----: -------------(Table 11 or note 4 if less) >----. Feld Nail Spacing.------ ----------•-- ----------(Table 1.1) --•----- :•--•-•-•-----• ------------- in. Shear Connection(no. of 16d cDm[non nails)(Table.l l)...........,..................---------_..:-___•_.___. Pemant Full-Height Sheathing-- -:- ------------(Table 11)......---------------- ----- --- - —% 5%Additional Sheathing for Wall with Opening>6'B'.(Design Concepts).--_-______-. Walt Cladding Rated for Wind Speed?- - - - - - --------- ----- ----- - 5_1 ROOFS ! Roof framing member.spans checked?-_.__ ------------(For Rafters use AWC Tool,see BBRS Website) Roof Overhang .- _------------------ -----. _--.-____._-_(Figure 19) ------------- ft s smaller of 2'Dr U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift __ U- P -------._...--•----- -•- ---------.(Table 12)-- •------- ------------- ------ --- Plf Lateral - '----------------........ ....(Table 12).......------- ----- •-- •----•-----L plf Shear -- - - (Table 12) --•---- ------ ----S_ pff- Ridge S lap Connections,_if collar ties not,used per page 21___ (Table 13)------ pff Gable.Rake Outlooker-----____________--:------ -------------(Figure 20) _-._•--_'-- ft s smaller of 2'or f12 ..Truss.or Rafter Connections at Nora-Loadbearing Walls Proprietary Connectors Uplift------- .............-----_--------(Table 14) ----------------------- 1"ateral,(no.of 16d common nails)---(Table 14)------------ --------- -•---_------_;L= lb. Roof Sheathing Type _:---__-- _-_-•__------___ _____________(per T80 CMR Chapters 58 and 59}.:...-_---_- Roof Sheathing Thickness- ......--,- -------=•-•----.___. ---•- -- ----•-- -----. - in.>_T(1S'WSP Roof Sheathing Fastening.............-... -........(Table 2)-•- '1. • This checd list shall be met in its entirety,excluding the specific exception noted in Z.-to comply with the requirements;of 785 CMR.5301.2.1.1 item 1. If the checklist is met in its entirety then.the following metal straps and hold downs are.not required pet tha:VJFCM 110 mph Guide: a_ Steel Straps per Figure 5 6- `2�Gage Straps per Figure 11 c- Uplift Straps per Figure 14 d_ All Straps per Figure 17. e Comer Stud Hold Downs per Figure.1 Ra and Figure lab 2-:'Exception Opening heights ofup-to'8 fL shall be pemftted when 5%is added to:the percent full-height sheathing mquinem-ents.sfiovvn in Tables 1Q and 11: 3_ . The.bottom sib[plate in exterior walls shall be a minimum 2 in:nominal thickness pressure treated#?2-grade. '. ATVC Gi deIo �3`� d Gorrrfrrrction zrr f�LJtr M�tizcf.4reas_ Iixplr f sd�o IID ze 1 assacIusetts Checltlrst for Coimpiance�714D C14YR S3.01?_I_I�' 4. a From Tables 10 and 11 and location of wail sheathing and Building Aspect Raiio,determine Percent Full-Height Sheathing-and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"and be installed as follows: L Panels shall be installed With strength axis parallel to surds. I All horizontal joints shall Occur over and be nailed to framing. ui_ On single stDry construction,panels shall be attached to bottom plates and top member of the double tnp plate. iv. On two story construction,upper panels shall be attached to the top member of the upper double top plate and to band joist atbottDm of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest pla at first ioor framing. v. Horvontal nark spacing at double top plates, band joists,and girders shall be a double row of Bd staggered 3t 3 inches on center per figures belDw:Vertical and Horizontal Nailing for Panel Attachment S. dazing prDtection: a)`new house or hDt¢Dntal addition-required if project is 1 mile or closer to shore(generally,sottth of t Rte.28 or north of Rte.6) b)vertical addition-7 not required unless there is extensnre renovation to the first fiDD_r c)replacement wiri doves-needs energy conservation compliance only(chap 93) S.Wood Frame Construction Manual(WFCM)for 110 MPH, Exposure B may be obtained from the American Wood Council (AWC)website• WHENTHIS EFESr8DH FRA1d=USEsdhlkts$ 'ATe-ac, � - IL 1 ' •,I O 11 rl 4 1 1 r \i` it l. o .4. rrLI 1 1 E -• .� 11 It n 11 - tJ9LE t i STAC-cta 3`IvIPd L AGkJG l i lArt J?A7 iH�1 r Z PANG r l — `� - i Ps EDC:E ODlIH1F'r�AtL®C S?Ar YD DOTAL - 5e�:Detail on Next Page . Vertical and Horizontal Nailing 19etail 1 Vari ml and Hotizuntal Nailing far Panel Ai�chmenf for Panel Attaphmarit - r - �-THE ro Town of Barnstable ` Re ulator' Services F F V BAIMSTAHLZ Mass. a Richard V.Scali,Director i639. `$m TE .{A o Building Division Tom Peri p,Building Commissioner 200 Main Street;Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-79076230 Property Owner Must g Complete and Sign This Section If Usina A Builder I, l�i;����� 6V:I�r, �� ,as Owner of the subject property hereby authorize �h� � c��z/ to act on my behalf, in all matters relative to work authorized by this building permit application for (Adckess of Job) , `Pool fences and alarms are the-responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final pections are performed and accepted. ignature o Signature p ant riot Name Priat Name Z Az J Da Q_FORMS:O WNEUF-R.MISSIONPOOLS Aco CERTIFICATE OF LIABILITY INSURANCE F- AT25/2015MMIDD DIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Gail Cregg Fred C.Church,Inc. _ NAME: 41 Wellman Street PHONE 978 3227266 FAX (978)454-1865 Lowell,MA 01851 A/C IN.. o Ext: raIr.No: (800)225-1865 E-MAIL gcregg@fredcchurch.com fredcchurch.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual Insurance Company 23043 INSURED INSURER B: Liberty Insurance Corporation - 21814 Polar Design Build,Inc. 1150 West Chestnut Street. 0:eet.Ste 3 - - Brockton,MA 02301 INSURER D: - INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:32648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR I ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSIR VfVD POLICY NUMBER MM/DDIYYYY MM/DDIYYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 CLAIMS-MADE M OCCUR MED EXP(Any one person) $ 5,000 B 260141014 12/31/2014 12/31/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,000 J POLICY PRO- LOC $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT Ea accident $ ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ - $ WORKERS COMPENSATION - X WC STATU- X O R AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N 260141054 7/20/2014 12131/2015 - 1,000;000 A ❑ E.L.EACH ACCIDENT $ OFFICER/MEMBER EXCLUDED? N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $. 1,000,000 Ifyes,describe under -1,000,000 DESCRIPTION OF OPERATIONS below - E.L.DISEASE-POLICY.LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street Hyannis,MA 02601 - CERTIFICATE HOLDER CANCELLATION Town of Barnstable - - 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE. Hyannis,MA 02601 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE . P c°ant# Mst# 321i48Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD ,. _ �. �vfs�u� �a�r�rrx. • • '€� i � ug� f F inan da�ifi erstCuuLmdffirSJiMEZiric Za.SP viers FrtfrrrTrra rc►r Pfenalll € IeTam a�C�1170C� Address: %U(-2 6)244 z Phoneme yea sit cmploytx CTtwkthit 2KwDpxjatv btu_ L`� I am a fft` Q I a rty goal c a I: EL =Tployees(frill mworpat-fmnd)* f � cou�cE�ss 0 I am E stile pragti�orgarEaer-. :- Listed cm.the wed sluff. 7- ❑Ritmadeling „ sub-a� acfafs have•s�� e no�i�s $. „aE&I me , and baywo rm' 4 13us mg addition. El W6 are a coclsaraiiamand its TO IectricaL regain or addifi= . c ��a'RF igad their 3_ I amahnm dour a1t.v 1 []�`. "",�rcpais.Qr�dditrons pqo wadm, Ilg t}f fLo��7eL Q. L2-❑R of mpairs L C-.I 1r auti e f[BS�e gn zrrcrxAnrg F \ ffi.� lay wawadm& caimp-msur anm }raj'YuP�.�fi�c5er.�sbor zl�ta]sn SA ar�i��naheTm� c'3�efrwo�Yxs�mzmzE�oupa�-S� rn�s rmbmit r d.:u y dung'II ith—h-*eaatsj&co�u_tus ntsdSoRtan..-Wrmd . '. •t.!"..,+.-arv,rc'(IIXI C��th25 ba[II]IISC I'b S�]hIILX15�2�Shbiffiy S�2Ph�OF SSE 4�- 3 m�51H1�'GC}lE��bCAIIt'GH35E$�CSFL,-F-� Y"aJfTS- If the s,r r,r. lava EnmIog-ees,mW p= de ftEer wcal-ta,cmg.paw==rb-:t - .. RlI1 LQE atrFlp ' pl-miaw G6IFLSYtf7Lt2IFLS7,FlLFtc$far ffiy e-IF1FDyms. .3otF zs:tFE�pQ artd job itor�rtmticr. L.Mum e GQu Pmyt r£ame- iq�/+ FFoficy cr Sel_f4ag--ic- lob�aa�i..%-. �ZCt 5����• �� AtfacTFa:copy;affirmsxsvrkers' p°BIT eraxs3 Failui>;fn secare cuuerage as rcqcrixeii under SecfimSA.ofML"ii.c 15 can lead to ii img 01 p fEtos of$ fue up to V_5D OD-auUl r ane•-year imp,as wen as cirsfl ge-MIR .in m fb=of a STC?P WOpa ORDER-and a� C&.MP to$50_04 a day against file via advised that a.cry of ffi€sty maybe arwuc ta the OE of lloedrgafa=cf the DU Sr IcI- rn anr.�c v roes, ' I eta hsr-2T—xLfF s tut u,� utF ffcatn e ikformdizm prmi&d¢fie is b-ze and carract cirr£ a rrf —rra fFus area,,im bs ca eW by ci p ar&mIl of ciaL Gify.or To-mu P Treasc# L Anffi%r4(d r c aImyl L Bo2id-o-£-Reaffir 2.BmxifiEng 7i-I QtlpTuwa O= 4-El=trical ns erfnT -I' � cfr�r - 77 - r. r r' Massachusetts _ Department of Public Safety Board of.Building Regulations and Standatd J i Construction Super, sor License: CS-022210, f, DANIEL J PORRAWZO -- 97 VESEY ST BROCKTON MA 02401: Expiration Commissioner 11/21/2015 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0 Parcel `� �d� `� FeT� Li Application #� Q Health Division :` q Date Issued Conservation Division Application Fee A10 Gj Planning Dept. M Permit FeJuD l • ( / Date Definitive Plan Approved by Planning Board 7 "` N ZS_ 0 Historic - OKH — Preservation / Hyannis Project Street Address ;3 Z U /;;"- Ad 5 • U n 6 C— Village �C�9 �d//i,p G�7�¢ c__ Owner C�r Le e, Address C_ uZ & r'✓lw4, Telephone Permit Request �isl�zi �c� �. n` ' �iAP ".3 Square feet: 1 st floor: existing �' proposed �I G 2nd floor: existing proposed 6/ Total new,/o 2.? Zoning District Flood Plain Groundwater Overlay Project Valuation/yA 06 7 Construction Type 4,,wy Lot Size L -mow 1� Grandfathered: ❑Yes X o If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure oVcr*.) Historic House: ❑Yes 3 o On Old King's Highway: ❑Yes 5-fdo Basement Type: ❑ Full ❑ Crawl ' ❑Walkout ^her S L.9j& CA-) C_e k#JeT Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 2. Half: existing new f Number of Bedrooms: existing ai Total Room Count (not including baths): existing new First Floor Room Count / Heat Type and Fuel, 916as ❑ Oil ❑ Electric ❑ Other Central Air: dles ❑ No Fireplaces: Existing '` New Existing wood/coal stove: ❑Yes W-Ko Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing 9 new size� hed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name o `6�iiwa-it�+� � Ud� ��� Telephone Number �— — UO Address ,/" 6?&-q ,!YwA;La ..scJ ""License # P„9/A)�2 i� 00, O 2/�y Home Improvement Contractor# M/4 z /ye Email'Y-:) o XaA U Q P, u AAr,U� Worker's Compensation # ALL CONSTRUCTION DEBRIS R LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE / , —���/L/u9•tyE� ' = FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. y ADDRESS i VILLAGE , r OWNER r r r � DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE T f r' ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL I GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Town of Barnstable F Regulatory Services � �. Richard V.Scali,Director / �3 =639- �� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862�03 8 Fax: 508-79076230 Property Owner Must Complete and Sign This Section If Using ABuilder Z, l��r•,i �/ 0/�lr, /� , as Owner of the subject property - hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for, (Address of Job) 7 Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final 'mEpec ons e performed and accepted. I 0p a e o r Signa plicaa l _ rint Name - Print Name D: Q_FORMS:O WNERPERMISSIONPOOIS I A� CERTIFICATE OF LIABILITY INSURANCE F-51201E5MMIDDIYYYY) • THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT .AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - CONTACT Gail Cregg - Fred C.Church,Inc. NAME: 41 Wellman Street PHONE 978 3227266 FAX (978)454-1865 (AILowell,MA 01851 E-MAILo Ext: - , No): (800)225-1865 -M gcregg@fredcchurch.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 9 INSURER A: Liberty Mutual Insurance Company 23043 INSURED INSURER B: Liberty Insurance Corporation 21814 Polar Design Build,Inc. INSURER C: 1150 West Chestnut Street.Ste 3 Brockton,MA 02301 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:32646 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LTR - POLICY NUMBER MM/DDIYYYY MMIDD/YYYY LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 " X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 CLAIMS-MADE OCCUR MED EXP(Any one person) $ 5,000 B 260141014 12/31/2014 12/31/2015 PERSONAL&ADV INJURY $ 1,000,000 - GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PR} LOC - $ AUTOMOBILE LIABILITY - CEa acciOMBINED dent SINGLE LIMIT ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED -AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS .Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LAB CLAIMS-MADE - AGGREGATE $ j DED RETENTION$ $ WORKERS COMPENSATION - X WC STATU- X OTH- - AND EMPLOYERS'LIABILITY Y/N TORY LIMITS FIR A ANY PROPRIETOR/PARTNER/EXECUTIVE - E.L.EACH ACCIDENT $ 1,000,000 OFFICERIMEMBER EXCLUDED? � NIA 260141054 7/20/2014 12/31/2015 (Mandatory in NH) E.L.DISEASE EA EMPLOYE $ 1,000,000 If yes,describe under - 1,000.000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street.Hyannis,MA 02601 - CERTIFICATE HOLDER CANCELLATION Town of Barnstable - 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE Clientu MSta Jkb4b Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD tvec�tn� rssgrrrta. 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Expiration Commissioner 11/27/2015 I _ _ p g i + � I n ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 2.,ri-C7 Parcel �J` °' _ i AjZC . _ Application # Health Division , .� , Date Issued Conservation Division Application Fee Planning Dept. Permit FeeJ 10' 1 -(9 Date Definitive Plan Approved by Planning Board w ZS - Q Q Historic - OKH _ Preservation/ Hyannis M6 - (09 Project Street Address 3 Zd li;7/C✓� - (1 (�� Village �Vqe"e �— Owner�L�l� S ayr Address g 5X iA11 R,cv— Telephone D' ��° v�G� (s C! 'OB- F5(L-9L L- Permit Request 4 Square feet: 1 st floor: existing proposed C? 2nd floor: existing ✓' proposed</� Total new 22j q Zoning District Flood Plain Groundwater Overlay Project Valuation /1V!Pd 7 Construction Type A r c Lot Size / , Sle- Grandfathered: ❑.Yes W ll�ro If yes, attach supporting documentation. Dwelling Type: Single Family ❑ - Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes UM-oo On Old King's Highway: SrTe�s ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout Sher g'I"m ag) amdo - Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: 3 existing _die Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: 3`6as ❑ Oil ❑ Electric ❑ Other Central Air: Y�es ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes 1 0 Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size,_ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing &Kew sizgo ed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial Cl Yes ❑ No If yes, site plan review # Current Use - +v(4 Proposed Use uw«ur✓�r' APPLICANT INFORMATION (BUILDER OR HOMEOWNER) NameaLi�/L �S,l,� ,t Telephone Number Address V/(,.0 D �--� License # L D IMA(La> AM. 02-/3 Home Improvement Contractor# Email eR-" Lao Q, x. Nth oK, Worker's Compensation # 2G d /4¢01ry ALL CONSTRUCTION DEBRIS �ES TI FROM THIS PROJECT WILL BE TAKEN TO 0ej* ,1 SIGNATURE DATE i�✓ Pti1b4 z Z'� r r FOR OFFICIAL USE ONLY ` APPLICATION# DATE ISSUED c " MAP/PARCEL NO. ADDRESS VILLAGE , ' l OWNER ' i , DATE OF INSPECTION: ; FOUNDATION FRAME f INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL' GAS: ROUGH FINAL FINAL BUILDING ' DATE CLOSED OUT ASSOCIATION PLAN NO. ' � E r Town of Barnsble Regulatory Services v ' LF, Richard V.Scali,Director 1.639. Building Division Tom ferry,Buildmg.Commissioner . 200 Main Street,Hyannis,Na 02601 www.town.b arnstable.ma:n-s Office: 508-862-403.8 Fax: 508-79076230 Property Owner Mist Complete and Sign This Section- If Using A Builder I, l�ir�i��/ o�lir, /� , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for U (Address of Job) Pool fences and alarm are the responsibilityof the applicant. Pools are nct to be filled or utilized before fence is installed an fiaad ections are performed and accepted: afore Sign Apph riot Name : Print Name - 2.A--IA Date Q:FORMS:O WNERPF-RMISSIONPOOLS ,d►coRo® CERTIFICATE OF LIABILITY INSURANCE 02/2D512015MMIDDIYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOE'S NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gail Cregg Fred C.Church,Inc. NAME: 41 Wellman Street PHONE 978 3227266 FAX (978)454-1865 Lowell,MA 01851 A/C No Ext: A/C No): (800)225-1865 - - E-MAIL gcregg@fredcchurch.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual Insurance Company 23043 INSURED INSURER B: Liberty Insurance Corporation 21814 Polar Design Build,Inc. _ INSURER C: 1150 West Chestnut Street.Ste 3 Brockton,MA 02301 - INSURER D: INSURER E: - .INSURER F COVERAGES CERTIFICATE NUMBER:32648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IEFF LTR TYPE OF INSURANCE INSR ADDL WVD SUER POLICY NUMBER MM DID/YYYY MM/DDIY YY. LIMITS GENERAL LIABILITY - ' EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIAEILITY DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ CLAIMS-MADE O OCCUR MED EXP(Any one person) $ 5,000 B 260141014 12/31/2014 12/31/2015 PERSONAL 8 ADV INJURY S 1,000,000 • - GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER, PRODUCTS-COMP/OP AGG $ 2,000,000 17 POLICY PRO- Ll LOC - $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea awdent $. ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED - PROPERTY DAMAGE S HIREDAUTOS AUTOS Per accdent UMBRELLA LIAB OCCUR _ EACH OCCURRENCE $ EXCESS LIAR H-CLAIMS-MADE AGGREGATE $ DIED I I RETENTION$ $ WORKERS COMPENSATION - X I WC STATU- I X OTH- AND EMPLOYERS'LIABILITY Y/N TORY I IMITS ER 1,000,000 ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $ A ❑ NIA 260141054 7I20I2014 12/31/2015 OFFICER/MEMBER EXCLUDED? 1,000,000 (Mandatory in NH) - E.L.DISEASE-EA EMPLOYE $ If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street Hyannis,MA 02601 - e CERTIFICATE HOLDER CANCELLATION Town of Barnstable - 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601 THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ' P Client# Mst# 321548 Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD : toff Warkwe CampEnsa Inna-anm Af Fi avi dersfFrar -der 4 iz ers �� � • - - f C7��'/7i�C�l Cry�'IJ �,71.�� �1�1�� - - AreycFi =qLTcyer?CltwkdEa riafr_bG=, a e2pkulcr wiftL' 7/ 4 [�I�xta I r L,. El.I�Te mployam fall mwOr * s}zu fie.moss .� I am a sole or Iisfe-d an the gttarhed sheer y- R P � 1 � The sad--mn act=have shipamdhac*enoem�playees $_ .Ql7 rtrn5rfir,,k, and haves vTos, w6ug femme iJl airy Lap3L�t�T � ❑3nmgadditio [No-w=b=3- Comp- ,- . I 5- 0 We am a cocgor cumaaditg Ele-tdcal*pxiis or iddi im, �-El. am a hnmzcw=dc»ng atl woxli afGci�s h •�;ced fhe4r I p zePsu ar�d ans no wu:do s' agh ofe �ger 2YfQ. Z� e„�,,:; i.I=T c_.15Z§It`d},ande lze ga Hof a l3 4ticr . Any sp: pB=md ffixt,chp bcx zl=mstals:o ML mtfie sectionheIm� �ffiesw ea'mmn�nssfioupaT�is r #ffn�v&OsuLaY,3vsr�d�Y.i y dmng=IIr t h**e co�actnsamstsuh an rmd�cztgin" sari TGo�rma Gist c5ec�this bax mmt d m zddifi�sl shot shacffig the nmme of�e �r s and sty-wbzf�ocnniiansE J= xsfi -TIU-- Ift e:x � dry -re—_nIo s,me}�z�cr p-xk f ice--u '�,.puF m . run am, rupZcyer the s pmiaw morkers'cortt�rt�¢rtcrrfinx izcsttF=1*far my Below is.the pdzig aff'd r?b seta. I oFac� a�r&gf-i Izc46D V T� i flIIDate:. /2 3l Xj� lob 91 Adder 3 2C s>r� AttZCh a:COPY of fhT--warkme c-Gmp=-saiian pdrkT_decTzmti-a-n .(lh I7 the Policy er and cq3fi-afioa-ifa 6): , Fa In m to secam cavre[age s r eduuder SecEim25A.oEMM c_ 152 can lead to the of-r'nmrna T pcaml ies of a fine ng to D[?0[}zndlQr an�yeac'. as well as genalfies.in the fnim of a Sal' (FC3l 4ItD�ands E,_ of mp to S�80.00 a day a�ios�ffie vio advised tu4 a cry of�is'statgoerrk maybe ceded to flxe Qffire of Iar-esfi�of�ffic DIk 5x;,,��„ I ligrOIT yxall13 es afrrp$tatfh�iprat�#ign prated uba is.hua and cnrrSnt rya us,g-eaf,�ba=4 ew by cdy ar gum u�cikl Du Cam.ar To�u ItfT Treace# L����atiL�{cacleuue�: �. L Dore o-f$eaTih �T t fFawnf=k 4_El=txicallnspec-fnr,S.Ph=b4Br_q�ecfor '�cKhe r Coactersnn:. Phtrue - f4 Massachusetts -Department of Public $afety Board of Building Regulations and Standards ` i` Construction Supen-isor � T License: CS-022210 DAN L J PO"ZU - �- 97 VESEY ST BROCKTON MA 02401' i' Expiration Commissioner 11/21/2015 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION T fAj,� P Map u a Parcdlg , Application # 020/61n Health Division . . - Date Issued (5�� Conservation Division Application Fee Planning Dept. .�:�� . . Permit Fee ���� ✓ Date Definitive Plan Approved by Planning Board G� 4 Historic - OKH _ Preservation/ Hyannis / = /��� Project Street Address 2,0 7— Village Owner �� �lzAw v/ Address 6 vs- 4-fL.9jAu42A�' Telephone V! JW S10 —6/a-6 �j dj fVIL - 51-J� Permit Request �/S� T-ace/v K� u c �� U-X/(> a Square feet: 1 st floor: existing�' proposed 2nd floor: existing proposed 4(1S Total new /gY4' Zoning District Flood Plain Groundwater Overlay Project Valuation /165 B 6 7 Construction Type Lot Size! �i. - Grandfathered: ❑Yes 3<o If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes U P10 ^ On Old King's Highway: ❑Yes &tqo Basement Type: ❑ Full ❑ Crawl ❑Walkout &6ther X47>&r, Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new ?I--, Half: existing �' new Number of Bedrooms: existing _ ,ew Total Room Count (not including baths): existing o► new First Floor Room Count Heat Type and Fuel: 916'as ❑ Oil ❑ Electric ❑Other Central Air: YY-es ❑ No Fireplaces: Existing --f New Existing wood/coal stove: ❑Yes r9'156­_ Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing Yneew size2`'Ihed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use -� _ Proposed UseawL +dr� APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name S iG-1) u `C Telephone Number2u't- Address ,/r+-D �21L�► ?//l�t License # C O ZiLZ•/� Home Improvement Contractor# �4 Email �►z zza �t A/rT. ram_ Worker's Compensation # Zioa/e//o a'/ ALL CONSTRUCTION DEBRIS SUING FROM THIS PROJECT WILL BE TAKEN TO ,r '/_ 9D SIGNATURE / DATE Pr /vim FOR OFFICIAL USE ONLY APPLICATION# DATEISSUED 9 'MAP/PARCEL NO. ADDRESS VILLAGE OWNER i DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. }t .t Town of Barnstable ' Regulatory Services t MRNSTABLF_ v MhSC Richard V.Scali,Director i6;q. pTEb, .�a Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,Na 02601 www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 508-79076230 Property Owner Must Complete and Sign This Section, g If Using AABuilder as Owner of the subject property hereby authorize" a,1-7 / ��.�1�1 7zl to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final ections are performed and accepted- Siaatf Pf pIi t tint"Name , Print Name 2 J Dae b . Q:FORMS:O VvNEUF-RMISSIOI TFOOLS ,4co CERTIFICATE OF LIABILITY INSURANCE F2D5/2015(MMIDDIYYYY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT .AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of,the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gail Cr Fred C.Church,Inc, NAME: egg 41 Wellman Street PHONE 978 3227266 FAX (978)454-1865 Lowell,MA 01851 AC, C No E t: AIC No): (800)225-1865 - E-MAIL gcregg@fredcchurch.com ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A; Liberty Mutual Insurance Company - 23043 INSURED INSURER 8: 'Liberty Insurance Corporation 21814 Polar Design Build,Inc.- 1150 West Chestnut Street.Ste 3 INSURER C: Brockton,MA 02301 INSURER D: INSURER E: INSURER F COVERAGES CERTIFICATE NUMBER:32648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR LTR TYPE OF INSURANCE INSR .'POLICY NUMBER MM DD/YYY MM I I DytYYYYJ LIMITS GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 X DAMAGE TO RENTED COMMERCIAL GENERAL LIABILITY PREMISES Ea occurrence $ 300,000 CLAIMS-MADE O OCCUR MED EXP(Any one person) $ 5,000 B 260141014 12/31/2014 !l2/31/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $. 2,000,000 POLICY PRO- LOC $ - jECT AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT - Ea accident S ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS - Per accident $ UMBRELLA LIAB OCCUR - EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE f - AGGREGATE $ _ DIED RETENTION$ $ WORKERS COMPENSATION X WC STATU- X OTN- AND EMPLOYERS'LIABILITY YIN LI S A ANY PROPRIETOR/PARTNER/EXECUTIVE E"L.EACH ACCIDENT 1,000,000 OFFICERIMEMBER EXCLUDED? - ❑ N/A 260141054 7/20/2014 12/31/2015 $ - (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1,000000 " Ifyes,describe under 1,000,000 DESCRIPTION OF OPERATIONS belcw - E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES-(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street Hyannis,MA 02601 0 CERTIFICATE HOLDER CANCELLATION Town of Barnstable 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED,BEFORE Hyannis,MA 02601 THE EXPIRATION DATE THEREOF, NOTICE WILL, BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE - P Client# Mst# 32648 Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010105) The ACORD name and logo are registered marks of ACORD HA • '��- ��ig�af�lss�-an.�� a� iersf�a�E�d�r •�c�ErEr�4.IP'�um��ez� arcs /UV wlLi9rt ��/f� �E7 •, f��a�ip= 4 Ixhone� C E-G�. ,j ov-�,tlz_:�Z�:� .. . .. Are ytFa ait an plcycr7 C&wkfha zTp rupriafr.bt= T c fPF°ecE a�� []I�a�ge�al ct,,, CL New c * C I �hufbcSs ��{ F -)- ❑ I am a sole proper orpar€a"r. Iisfe-d on.the at acfied shy 7- 0 audha�e I s These sab-con =aa have tf 8_ ❑�uSifron forme m MY cap - fees and have vroks'. l `2� jT 4_ z., _ $ ❑l�nz�mgadddio3i a-tuoii� .� _rFwrromr-R '.-1-p _iwiauc�. , I 5_ We are a coiporEicnaad ifs If)-O Elerhical repaia or addi ions affC=�CMUriced their 3_Q.f=a htrm r drnng aII v I L[]Pirxmhmg xzpaus Gr�d�sh�s =9-elf INC)wqdD='06-3p_". of eseatgfr4aper hfQ.' . . �y m L?.�Pnafze ixzcrtrRnrg=gaimi_I-F C .I 1�lY3I7t�weIIH1t:.aD =Floj —[Na�& 13 0 4 r y 9g11UC-ff&Xt c1llY3:5 b,=aI cChlSo�l oIItt' 5_CClinubElDIYS15IILQ11�I�1P7L WU e[St CohmEVSShO7S . HamEuwnesu srcLai` ic�r7�:uui �2y � gsIIr � t �*et�isic cwt:xrcvs—ct=BaitxnexVx—ML-vtm�� ' tCbdZ.Cs-mateherkthis5Mmust gftrhe3mzoditicmgIsneer t; then orffiE sandstst�crLEtoeCocs tfrmsE iIIiSesh-� 3� IfthE mb-rr.�I-ve -ynmst P=Vi3E thd-t�-te COM17_pQHI:3,manb2!r- lam srrq�Ivp hcrtisgrat tl*orkers cots rdiurt iusrres fir rsg earmygsr. Below is.fhe g-Qy arcd}ob Aits. Iusminm Company Mini 1ofic nrS Lf Zc D OS� F- ;*atm�Date._ /2 3l ✓� lob�e 3 ZC% 5 ?1✓�'Lc� C�gfS elZg_I AtUch a_copy of&t-wurkere compmsation paBL dec--Ursfion -Ii-' er a,,a Faze 1�setnre c�-ecage�s i�sseii under�ecEcoca�A of�L c 75�can Iead to thE'imgm of jai pews aE$- F=np to$7UDD Ga andlor o�yearim as well as Cava PM-MIR m fire fame of a 5�P WDFX O1 E$and a fiDj- Cf.Up to�50_-00 a day against the Vi,I n . advised fhd a copy of fhis stafPmeat nmybe ceded to the Office of IZiweuff rt:rnz4 Pfffi c M€r i a z a c amr.-4 cc Dn . Iefii�c-�c�r`�p utE u,� urp ffcat��i�prxta#1r�nprcn�ila�efs hus tmd caFtart t`iarisrfixP Phase i;&- id USE 0� J]u rta ar eaf tT bs coxgiew by - f�r�u u cinL QEE arTO . - ,TYcartse# s Fss ii -rity{drie oae}- L Board•rf$eaTffi I$•n''`I�ng DtF2xtmmt 3.{ Tarn(71 4-EIechzc �E cbr S.Phmxj�hi-Ttctor Cv cf Perva=. - 6 i OMassachusetts =Department of Public $afety 'Board'of Building Regulations and Standakis•'' i Construction Supervisor License: CS-022210 DANIEL J PO"ZO 97 VESEY ST .w, BROCKTON MA 02401' " w Expiration Commissioner 11/27/2015 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATIONS i Map U Parcel t1a., Z_ Application #0"11 /,O Health Division Date Issued Conservation Division Application Fee �5 Planning Dept. Permit Fee �, Z. �- (O Date Definitive Plan Approved by Planning Board �cd Historic - OKH Preservation/ Hyannis v y J V �/e J P-roject-Street=AddTess-' ,y ._3 0'0 �% �/�� ll rJ rid kWA Owner, �la .�'/.� C' /Y� �, l Address / 0-0 Co 24,C a=r,,�) i a-c7 Telephone,__ Q.' J 0v -��S70 --Lp/v-o l' ; ��� -5'°/2_szsS�rfi 3 /2 T�2A► Gu, Permit Request ZZ0.0 v_1(1_%Li 14 - 0 A) 6D /S Z a Square feet: 1 st floor: existing proposed tIVY?l 2nd floor: existing proposedscu Total new Zoning District Ol Z1 Flood Plain Groundwater Overlay <_° CD tProject Valuation _ C)Construction Type G_9 crvC_( = ° Lot Size �( ? Grandfathered: ❑Yes C�No If yes, attach:s6pporting,goc entation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) g Age of Existing Structure —' Historic House: ❑Yes Flo On Old King'Zj � hway:. ❑ so Basement Type: ❑ Full ❑ Crawl ❑ Walkout O0ther L Q ' Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new cl Half: existing new 5 Number of Bedrooms: existing`knew Total Room Count (not including baths): existing new Z 6 First Floor Room Count e- Heat Type and Fuel: (ff'Gas ❑ Oil ❑ Electric ❑ Other Central Air: M Yes ❑ No Fireplaces: Existing -� New Existing wood/coal stove: ❑Yes CYO Detached garage: ❑existing ❑ ne size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing new size hed Sly: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Grl4Y 4 �A)�w�`w Proposed Use a1 ID wka X,,�,4ic,�� APPLICANT INFORMATION - - (BUILDER OR HOMEOWNER) ^ '�-U��lit/Z sL�):L— ._ c C?8 Telephone Number Ad ess Oplum d 2JIek) a2 i\ License cSv 1 ry 6?r Z A-414) pL/B 9 Home Improvement Contractor# 1; Email Cokr4 Worker's Compensation # 2 6, /4//0 5 ALL CONSTRUCTION DEER RE' ULTIN FROM THIS PROJECT WILL BE TAKEN TO I V Tt SIGNATURE DATE`'-"� -DAPI 'P,,/zu4 ao i FOR OFFICIAL USE ONLY V + APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL. BUILDING t DATE CLOSED OUT ASSOCIATION PLAN NO. The Commonwealth of Massachusetts `Department of IndustridAccidents ± _ Office of Investigadons 600 Washington Street Boston, M4 02111 www.mass gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Leeibly Name(Business/Organization/Individual): Address: City/State/Zip: Phone.#: 7EJ1� you an employer? Check the appropriate box: Type of project(required): I am a employer with 4. I am a general contractor and I employees(full and/or part-timel. * have hired the sub-contractors 6 ❑New construction 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have g• 0 Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' o:)mp.•insurance comp. insurance. required-] 5. .0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 1 LEI Plumbing repairs or additions myself[No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t C. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] . *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who'submit this affidavit indicating tbcy are doing all work and then hire outside contractors-must submit a new,affidavit indicating such. ��Gontractors_fhat—cbeck ttiis_box must attached-E- dditional-shcctshng ffowi c-name-of-the-sub�ontractois-and-state whctlier or noEthose entitirshave� employees-lfthe-sub-cdntractors=haveemployecs,they_mustpravtd___ b`thcirworkers'—comp:policy-number-`�� I am an employer that is providing workers'compensation insurance for my employees Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic„M Expiration Date: Job Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investitrations of the DIA for insurance coverage verification. Ido hereby certify under thepains-andpanalties ofpedury that the information provided above is true and correct Suture: Date• Phone#: Official use only. Do not write in this area,tb he completed by city or town offeciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town CIerk 4.Electrical Inspectot•5.Plumbing Inspector, 6.Other Contact Person: Phone#: o t I y Town of Barnstable Regulatory Services II s�xrKAM r c.E, Richard V.5cali,Interim Director s639. ,0� n " Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, ,as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job) **Pool fences,and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOLS 10113 AcoRO® CERTIFICATE OF LIABILITY INSURANCE F-1DA251201E5'MMIDDIYWY) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Gail Cregg Fred C.Church,Inc. NAME: 41 Wellman Street PHONE 978 3227266 FAX (978)454-1865 Lowell,MA 01851 A/C o Ezt: AIC No E-MAIL gcregg@fredcchurch.com (800)225-1865 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC# INSURER A: Liberty Mutual Insurance Company 23043 INSURED INSURER 8: Liberty Insurance Corporation 21814 Polar Design Build,Inc. INSURER C: 1150 West Chestnut Street.Ste 3 Brockton,MA 02301 INSURER 0: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER:32648 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. IPOLICY EFF POLICY EXP LTRR ADDL TYPE OF INSURANCE INSR WVDSUBRI POLICY NUMBER MM/DD/VYYY MM DD/YYYY LIMITS GENERAL LIABILITY - EACH OCCURRENCE $ 1,000.000 X DAMAGE TO RENTED 300,000 COMMERCIAL GENERAL LIABILITY P DREMISES Ea occurrence S CLAIMS-MADE a OCCUR MED EXP(Any one person) $ 5,000 g 260141014 12/31/2014 12/31/2015 PERSONAL&ADV INJURY $ 1,000,000 GENERAL AGGREGATE $ 2,000,000 GEN'LAGGREGATE LIMIT APPLIES PER: - PRODUCTS-COMP/OP AGG $ 2,000,000 POLICY PRO- JECT -LOC _ $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIREDAUTOS AUTOS Peraccident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HC__AIMS-MADE AGGREGATE $ DED RETENTION$ r $ WORKERS COMPENSATION X WC STATU-7 X OTH- - AND EMPLOYERS'LIABILITY A ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? N I A 260141054 7/20/2014 12/31/2015 (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 1.000,000 If yes,describe under 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS 1 LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) RE:Flagship Estates,320 Stevens Street Hyannis,MA 02601 . CERTIFICATE HOLDER CANCELLATION Town of Barnstable 367 Main Street SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Hyannis,MA 02601 THE EXPIRATION- DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE P client# Mat# 6zb4d Cert Holder# ©1988-2010 ACORD CORPORATION. All rights reserved. ACORD 25(2010/05) The ACORD name and logo are registered marks of ACORD Massachusetts -Department of Public Safety '. - Board of.Building Regulations and Standards J Construction Supervisor License: CS-022210 DANIEL J PORR,�kZO - �'• �.: 97 VESEY ST _ BROCKTON MEY 02401 '; J,•t;..• Jj ` ,I "� Expiration Commissioner 11127/2015 v P�fF-1fP.7f1fZSS.� • , . . Wcff-ke&Campaisafjmjmmx amM avit�ZS/ c �echidms(FkwBers Iaz1 L41fSt IZ=P= 4 - Phanaf: C-E-4(z — j y i,1Z- Z. Are ytFm ai a Tkyar7 Cancktha x2pmprl,afr biro. .- TYPE-4 P3M( �- L`� I asa empkTcr _ 4_ D I a g ai cr Z., 6- Q Raw mvlayees(fail aw brp )-* ( bsvt<I t s I�a sale prapzar orpar fisted oai.f e gibed sb 7- ❑ sbigs�adhave m employees T c have g o worming�me is ally�`- es a ham wmi�E' 4_ ❑ g adc ott. fro `c�M,a,,,�,�ce 5 ❑ We am a-cozparatiamaadifs mPx,�Ser additions �_[].I am a from �r doing aII word s hexfr6zed ids I. 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F=-op to$1,5010a anUcc o ycarim ,as�eIf csrii gessahi�in the fog of a S F Df O UP and a of ap(u 0:0(3 a dag agnvst��vio advised tmf a nogg ttfffii€sfideni=t maybe lxwardad to lie Office of T firma of-ffic DIA E•in gxr=c .{ I e rr FrBc P - - ; - pfg utF$Fat�t� fvrnzrzfirta pr Zahmm is h7ra end caF £ e=4� U�rFa rLr m,w,4 Aa bs congffew by cif rz 4z n u_fficiaZ �i cayar'I'o-een: 1 ,- t1TTceirsc i E��Aof�nzitg{fie aae�: . •.. . �.• `.. :• • - • L 13a2zd•afH=Ityl I ag Sr avm a=k LI:I=ta=iElnp Pftfbfnghl� t .vn rnvlvrEvl'Y1VFK) s 'Regulatory Services Nr - t t 'ST� Richard V.Scali,Director z6g9- �� i r AllBuilding Division i - - - Tom Perry,Building Commissioner d' 200 Main Street Hyannis,MA 02601 www.town barnstable.ma_us Office: 508-862-403 8 Fax: 508-79076230 t Property Owner Must' Complete and-Sign This Section If Using ABuilder as Owner of the subjectproperty J , hereby autho to act on my behalf, in all matters relative to work authorized bytbis building.permit application for. (Address of Job) , Pool fences and alarms are the responsibility of the applicant. Pools � are not to be filled or iztdlze d before fence is insia]led and all final, pec ons e performed and accepted a e o r Signa plican j riot Name Print Name Q;FORMs_OVRMRPERMISSI0N?00LS • ` r Franey, Patrick From: Deputy Dean Melanson [dmelanson@hyannisfire.org] Sent: Friday, August 28, 2015 11:42 AM To: Franey, Patrick; Perry, Tom; Lt. John Cosmo; Shea; Sally; Barrows, Debi; William Rex Cc: dporrazzo@condyne.com Subject: Flag Ship Estates, 320 Stevens Street Bldg E Hyannis Fire is OK with a building permit application for 320 Stevens, Street, Building E shell permit request as well as the permits for units 01 through 05. Deputy Chief Dean L. Melanson 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org Y 1 • r 10FLAGSHIP ESTATES Stevens Street,Hyannis MA 8/28/2015 HYANNIS BUILDING DEPARTMENT . HYANNIS, MA TO WHOM IT MAY CONCERN; AUTHORIZE DAN PARRAllO ON°BEHALF OF POLAR DESIGN BUILD TO APPLY FOR A BUILDING PERMIT IN THE TOWN OF BARNSTAB A. I AM A MANAGER /OWNER.OF THE.FLAGSHIP DEVELOPMENT. THA YOU: , ALD F O' ILL ANAGER/ WNER Two Adams Place,Suite 100,Quincy,MA 02169 Telephone 781.848.8787 Fax 781.848.3774 www.condyn6.com �1 Mass. Corporations, external master page Page 1 of 2 n • • w s rry c Corporations Division Business Entity Summary ID Number: 001162431Request certificate New search Summary for: POLAR DESIGN BUILD INC. The exact name of the Domestic Profit Corporation: POLAR DESIGN BUILD INC. Entity type: Domestic Profit.Corporation Identification Number: 001162431 Date of Organization in Massachusetts: 02-26-2015 Last date certain: Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 100 GRANDVIEW ROAD SUITE 312 City or town, State, Zip code, BRAINTREE, MA 02184 USA, Country: The name and address of the Registered Agent: Name: JEFFREY O'NEILL Address: 100 GRANDVIEW ROAD SUITE 312 City or town, State,Zip code, BRAINTREE, MA 02184 USA Country: , The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT DONALD F O'NEILL 100 GRANDVIEW ROAD, STE 312 BRAINTREE, MA 02184 USA TREASURER JOHN P DACEY 302 WEYMOUTH ST, STE 203 ROCKLAND, MA 02370 USA SECRETARY JEFFREY C O'NEILL 106 GRANDVIEW ROAD, STE 312 BRAINTREE, MA 02184 USA DIRECTOR DONALD F O'NEILL. 100 GRANDVIEW ROAD, STE 312 BRAINTREE, MA 02184 USA DIRECTOR JEFFREY C O'NEILL 100 GRANDVIEW ROAD, STE 312 BRAINTREE, MA 02184 USA DIRECTOR JOHN P DACEY 302 WEYMOUTH ST, STE 203 ROCKLAND, MA 02370 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001162431&... 8/31/2015 Mass. Corporations, external master page Page 2 of 2 Business entity stock is publicly traded: ❑ The total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Y Total Authorized Total issued and outstanding Class of Stock Par value per share No. of shares Total par No.of shares value , CWP $ 1.00 100 $ 100.00 100 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGSxxx- Administrative Dissolution Annual Report Application For Revival Articles of Amendment d I-View filings Comments or notes associated with this business entity: l� New search q http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=001162431&... 8/31/2015 I POLAR DESIGN d BUILD Inc. 8/28/2015 Hyannis Building Department Hyannis, MA To Whom it May Concern, I authorize Dan Parrazzo—an employee of Polar Design Building to apply for a Building Permit in the Town of Barnstable, MA. He is an employee of our company. Tha It your v f" Do ald F 0'N ' President a Don O'Neill, President doneill@polardesignbuild.com 100 Grandview Road, Suite 312, Braintree, MA 02184 0 (781) 552-4203 www.polardes.ignbuild.com TempParcelEdit Page !,of l o� THE was z ,PAR' ZO R1h�S : ��� Mir"' xa"� ,�,Y- g". " x �' 4,:? i � 1�✓�i' .%��� � Y.+'i:✓ s� ' "�3�-ti"t�'.�` r . .w`�' -.- Logged,In.As: 1Nednesday,March 11 201S Frank.S&egel N Application;Center Road SYstem.Regorts" ;Road SvsEerri'. <1-"h record has been updated N.e' w Parcel Detail New Mapparcel: 308 004 OOQ Street Number: 320" . Unit E1 �� Deu Lot j UN`IT Road Narrie: . STEVENS STREET ------------- L, ... . .'.-. Sec. Road: NORTH STREET 27, T/R; n' ; yilllage:; 03 Nyannls ` f Part:of M/P:' MAP.308 PCL'004' Plan R;ef (8 3 S-199 A`) PLBK 608/35 Date Adder 1/25/2007 8 54 01 AM.' ' UpdatetlA (3�/`1112'01�5 4 01.59 PM,_ Up�dafey4. 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' 036 B 19' ii 1 R I 320 STEVENS STREET FEES PAID FEES CHARGED OVER PD BUILDING A 7,202.50 3,682.47 BUILDING B 5,453.11 3,378.05 BUILDING C 3,406.85 1,981.83 BUILDING D 3,331.85 2,056.83 BUILDING E 100.00 4,503.17 BUILDING F 4,557.24 2,446.91 BUILDING G 7,872.18 5,422.14 TOTAL 31,923.73 23,471.40 8,452.33 BUILDING G C10 125.00 8,327.33 i f. s oFIME roy, Town of Barnstable Regulatory Services eAxtvsrna[.E. v „ Thomas F. Geiler, Director 039. Building Division Thomas Perry, CBO Building Commissioner 200 Main Street; Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508=862-4038 Fax: 568-790-6230 MEMO TO: Joseph Lambalot FROM: Debi Barrows DATE: September 12, 2007 . RE: 350 Stevens Street,Hyannis The following applications 200700489,200700490 and 200700486 were entered as commercial instead of residential. In order to correct this error the following applications 200704737, 200704739 and 200704740 fees have been adjusted to reflect overcharge. See below. Fees OverPd 200700486 200700489 200700490 Application 50 50 50 Permit 1875 1875 1125 Cert. Occupancy 75 75 75 2,000 2,000 1,250 200704740 200704737 200704739 Permit Fees 1,921.88 1,921.88 1,153.13 Balance 78.12 78.12 96.87 e 4 i TOWN OF AR STABLE 1y}E ' fr tv 0 . 350 STEVENS STREET HYANNIS MA • BUILDING �E' _ Developer/Contractor: Architect'of Record: - STRUCTURAL-ENGINEER: SITE ENGINEER: M' rkb architects, inc. Flood Consulting B,SC Group + CONDYNE. LLC 56 LAUREL D: IM RNE 657 MAIN STREET,UNIT 6,ROUTE 28 Real Estate Dev�lapment zero campanelli drive,Braintree,ma 02184 HUDSON,MA 01749 p 781.848.6600 f 7at YARMOUTH848.6660 w rkbarch.com phone(978)562-6499 ,MA 02674 phone(508)778-8919 too CODE ABSTRACT ABBREVIATIONS SYMBOLS LEGEND DRAWING LIST (FOR ARRIITWTIRAL DRAWNFf'GTLY.) 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COMPLY WITH THE NATIONAL CONCRETE MASONRY ASSOCIATION MINIMUM GRADES m m SLEEVES,DEPRESSIONS,ANCHOR.BOLTS,ANGLE FRAMES,FLOOR PITCHES,AND ALL OTHER 'SPECIFICATION FOR THE DESIGN AND CONSTRUCTION OF LOAD BEARING CONCRETE MASONRY A JOISTS. RAFTERS,SOLID AND BUILT-UP BEAMS,WALL STUDS AND UNTELS; NO. 1/NO.2 GRADE AF.F..._.._.._ ABOVE FINISH FI1N)R m PROJECT REQUIREMENTS NOT SHOWN ON THE STRUCTURAL DRAWINGS FOR MATERIALS. METHODS AND WORKMANSHIP NOT OTHERWISE SHOWN FOR THESE WALLS. G2. SECTIONS AND DETAILS SHOWN AS TYPICAL ARE APPLICABLE TO ALL SIMILAR CONDITIONS B.SILLS AND PLATES: NO. 1/NO.2 GRADE ADD'L--..-.... ADDIIIONLL .g M2. CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90.GRADE N.TYPE I;NORMAL C.SOLID WOOD PoS1S;N0. 1/NO. 2 GRADE ALT �TE GING• BLOCKING AND NAILERS;STUD GRADE y 03. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD AND SHALL TAKE ALL WITH AN AVERAGE MINIMUM COMPRESSIVE STRENGTH OF 2.000 PSI ON THE HET AREA - D.BRID AD ...... ._.... AMERICAN CONCRETE INSTITUTE NECESSARY FIELD MEASUREMENTS. AB A..........:... ANCHORO SOLI WOOD AssocNnoN .� M3. MORTAR SHALL CONFORM TO ASTM C270.TYPE M OR S.AND SHALL DEVELOP A COMPRESSIVE W2. ALL'PPRALLAM'MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: STRENGTH OF 1,800 PSI AT 28 DAYS. ARCH............ ARC HITECT G4. THE USE OF STRUCTURAL AND ARCHITECTURAL DRAWINGS AS THE BASIS FOR SHOP DRAWINGS � A E=2,000,000 PSI RG B ...._...... BEARING Da � IS AM ALLOWED. M4. GROUT SHALL.CONFORM TO ASTM C476,FINE-TYPE.AND SHALL DEVELOP A COMPRESSIVE B.FD =2900 PSI &�%C.:�._:::: az�xwc CODE STRENGTH OF 2.000 PSI AT 28 DAYS. C.Ft 1000 PSI B.D......_._.... BOTTOM OF M MS. ALL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. ALL REINFORCING BARS D.Fc (Perpendicular)= PSI PSI B.O.D. ......... BOTTOM OF DECK 7 C7. MASSACHUSETTS STATE BUILDING CODE, EIGHTH EDITION e E.Fc (Parallel)a 1600 PSI CLR ..._....... CAST IN PLACE . • TO BE WELDED SHALL CONFORM TO A708, GRADE 60. DEFORMED HORIZONTAL TRUSS REINFORCING F.Fv= 290 PSI GONG......_.... CONCRETE MATERIAL SHALL CONFORM TO ASTM A82. CMU.............. CONCRETE MASONRY UNIT LOADS W3. UNLESS OTHERWISE NOTED.ALL NAILING AND FASTENING SHALL BE IN ACCORDANCE WITH APPENDIX C, CONsr...._.. cownN OLIS M o MIS. INSTALL VERTICAL REINFORCING BARS IN WALLS AS SHOWN ON THE DRAWINGS. POSITION ALL CDNT... .. CONTINUOUS L1. LIVE LOADS: VERTICAL BARS WITH 9 GAGE POSITIONERS, D/A 810 BY DUR-O-WAL OR APPROVED EQUAL FASTENING SCHEDULE,MASSACHUSETTS STATE BUILDING CODE CONTR.......... CONTRACTOR LOCATED AT TOP OF FIRST COURSE,ONE COURSE BELOW TOP OF WALL AND AT A MAXIMUM G ""'"_"""' CONTROL JOIN ,o DWEWNG UNTIS.............:.............................................. 40 PSF OL....._......... DEAD LOAD 9 c DECKS k BALCONIES.............._ SPACING VERTICALLY TO INSURE PROPER PLACEMENT OF THE BARS. W4. WOOD SIDS BENEATH ALL INTERIOR AND EXTERIOR BEARING WALLS AND ALL MEMBERS EXPOSED TO OAS....._....... DE7ORMtD ANCHOR STUD 5 0 ••.•••.••••••••••••••.•••••.••.••... 60 PSF WEATHER OR MOISTURE SHALL BE PRESERVATIVE TREATED IN ACCORDANCE WITH THE"AMERtCAN WOOD DWF.............. Dff01ilAEn wIRE FABRIC 0 STAIRS AND EXITS......................................................... 100 PSF .PRESERVERS ASSOCIATION.STANDARD C7' EA...._......... EACH �x N7. ALIGN CORES OF UNITS VERTICALLY TO PROVIDE FOR PROPER INSTALLATION OF VERTICAL EF._.............. EACH FACE L2 ROOF LOADS: REINFORCING BARS AND GROUTING. COMPLETELY FILL ALL CORES CONTAINING REINFORCING EL.............. ELEVATION BARS AND BOND BEAMS WITH HIGH STRENGTH PORTAND CEMENT GROUT. FILL ALL CORES 'W5. ALL STUD WALLS, BEARING AND NON-BEARING,SHALL HAVE ONE ROW OF CONTINUOUS 2X SOLID EUEV ..___.... ELEVATOR LIVE LOADS.................................................................... 25 PSF+ DRIFTING OF UNITS SOLID WITH MORTAR AT WALL ANCHORS AND INSERTS. BLOCKING BETWEEN STUDS AT MID-HdCNT.BLOCKING SIZE TO MATCH STUD S2E. E.O.D. .......... EDGE OF DECK E0.0. .......... EDGE OF SUB DEAD LOADS.................................................................. 10 PSF SO................ EQUAL N'M8. PROVIDE ADEQUATE UNTELS FOR LARGER OPENINGS NOT SHOWN O THE STRUCTURAL DRAWINGS. W6. FRAMING MEMBERS SHALL NOT BE NOTCHED, CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC EXIST....,,..... EXISTING L3. WIND LOADS: - - APPROVAL OF THE ENGINEER. of:..::___..: EIXXIEWAI SRN SEAL IN ACCORDANCE WITH SECTION 1609.0 OF THE ABOVE REFERENCED CODE As M9. STANDARD TRUSS TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W1.7 SIDE RODS WITH W%. ALL METAL CONNECTORS FOR WOOD CONSTRUCTION'SHALL OE HOT-DIPPED GALVANIZED METAL SHAPES FD""......' FLOOR DRAIN 120 MPH W1.7 CROSS RODS. AS MANUFACTURED BY'SIMPSON STRONG-TIE COMPANY,INC."AND BE ATTACHE)BY THE GENERAL FWDN.._........ FOOTING EXTRA HEAD TRUSS TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W2.8 SIDE RODS EXPOSURE B CONTRACTOR AS PER THE'SIMPSON STRONG-TIE"SPECIFICATION. CA....._....... GALE IMPOR ANCE FACTOR I - 1.0 WITH W7.7 CROSS RODS. GALV ............ GALVANIZED STANDARD LADDER TYPE HORIZONTAL REINFORCING SHALL CONSIST OF TWO W1.7 SIDE RODS WITH YW8. ALL EXTERIOR WALL SHEATHING SHALL BE 1/2 INCH OSB SHEATHING EXTERIOR GRADE GC......_....... GENERAL CONTRACTOR L4. SEISMIC LOADS: W1.7 CROSS RODS. '- - (X•••••••••••••- DLU-LAM BEAT HAS....._....... HEADED ANCHOR STUD M70.FOR MASONRY WALL REINFORCING REQUIREMENTS SEE'MINIMUM CONCRETE MASONRY WALL W9. ALL ROOF SHEATHING SHALL BE 5 8 INCH APA RATED PLYWOOD SHEATHING 32 18. H••••••••'••-••• HEIOH IN ACCORDANCE WITH SECTION 1613.0 THRU 1620.0 OF THE ABOVE REFERENCED CODE / / HK..........._... HOOK IC EXPOSURE GROUP..:.......... .REINFORCING SCHEDULE'ON SHEET SO.3 USE EXPOSURE 1 PANELS,EXCEPT USE EXTERIOR PANELS FOR STARTER STRIPS ALONG EAVES AND NO _......_ HORIZONTAL SEISM:C WHEN LONG CONSTRUCTION DELAYS ARE ANTICIPATED.APPLY PANELS WITH THE FACE GRAIN LF......__....... IFACE SEISMIC DESIGN CATEGORY.......................................I-; B M11.THE MASONRY CONTRACTOR SHALL.PROVIDE ADEQUATE BRACING AND/OR SHORING DURING PERPENDICULAR TO THE RAFTERS OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS. JT ""'--"""' JOIN SOIL.PROFILE TYPE................................ C CONSTRUCTION TO WITHSTAND ALL CONSTRUCTION,WIND AND SEISMIC FORCES IMPOSED ON JST •••••-....... MOIST •••••••••••••••••-"' INSTALL PANEL CUPS ALONG PANEL ENDS BETWEEN EACH RAFTER OR TRUSS.ATTACH PANELS WITH X.S.I. ............ KIPS PER SQUARE INCB SHORT PERIOD SPECTRAL RESPONSE ACCELERATION.. 0.200 - MASONRY DURING CONSTRUCTION. GLUE AND 6d COMMON NAILS AT 6 INCHES ON CENTER AT PANEL EDGES AND 12 INCHES ON CENTER LT .. ONE ucI(T ONE SECOND SPECTRAL RESPONSE ACCELERATION..... 0.054 - UH •.•.._....... LIGHT LEG HORQOHAL SEISMIC'RESISTANT SYSTEM.........:................................ UGHT-FRAMED WALLS W/SHEAR PANELS ` AT INTERMEDIATE SUPPORTS. LLV LONG LEG VERTICAL - RESPONSE MODIFICATION FACTOR................................. 2.0 MFRLW......_._.... LONG WAY DEFLECTION AMPLIFICATION FACTOR.............................. 2.0 STRUCTURAL STEEL NOTES W70.ALL FLOOR SHEATHING SHALL BE 3/4 INCH APA RATED "SR1R-I-FLOOR',TONGUE AND GROOVE yp........._... MASONRY OPENING ING .............. USE EXPOSURE 1 PANES,APPLY PANELS WITH THE FACE GRAIN PERPENDICULAR TO THE JOIST MYL......_.... MATERIAL ANALYSIS PROCEDURE.........L....................................... EOUNALENT LATERAL FORCE - S1. ALL STRUCTURAL STEEL WORK SHALL CONFORM TO THE'SPECIFICATION FOR THE DESIGN, OR TRUSSES AND CONTINUOUS OVER TWO OR MORE SPANS.ATTACH PANELS BY GLUE-NAILING MAX............_.MADIIUY FABRICATION,AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'AND THE"CODE OF AS FOLLOWS: NL""..'.""" METAL MECH............ MECHANICAL FOUNDATION NOTES STANDARD PRACTICE'OF THE AISC. A SPREAD GLUE IN ACCORDANCE WITH RECOMMENDATIONS OF GLUE MANUFACTURER AND NBC .... __.... LIISCEILANEDUS INDUSTRY PRACTICE ML.......___... MICRO-L M BEAM OR COLUMN 52. ALL WELDING SHALL BE IN ACCORDANCE WITH THE'STRUCTURAL WELDING CODE'OF THE MIN _.......... MINIMUM Fl. THE STRUCTURE SHALL BEAR ON NATURAL UNDISTURBED SOILS OR COMPACTED GRANULAR B.STAGGER END JOINTS IN EACH SUCCEEDING ROW.LEAVING 1 8 INCH SPACE BETWEEN ALL END ANERICAN WELDING SOCIETY. Mrs_........ NOT IN SCALE STRUCTURAL FILL COMPACTED ON THE NATURAL MATERIAL TO 95S MAXIMUM DRY DENSTIY. AND EDGE JOINTS,INCLUDING TONGUE AND GROOVE EDGES. OPNG....__._ OPENING DENSITY. THE MAXIMUM ALLOWABLE BEARING PRESSURE SHALL BE 1.5 TONS PER SQUARE FOOT. S3. THE STRUCTURAL STEEL SHALL CONFORM TO THE FOLLOWING: C.COMPLETE ALL NAILING OF EACH PANEL BEFORE GLUE SEAS WITH 6d RING OR SCREW SHANK _.........•. ON CENTER NAILS A7 t2 INCHES ON CENTER AT PANEL EDGES AND INTERMEDIATE SUPPORTS. - O•F..""-'-'-' 0 D19DE FACE Z F2. PLACE BACKFILL SIMULTANEOUSLY ON BOTH SIDES OF FOUNDATION WALLS 70 THE GRADES A ALL STRUCTURAL WIDE FLANGE SHAPES: ASTM A992,GRADE 50 O.H......_....... OPPOSITE HARD y INDICATED. WHERE EXTERIOR GRADE IS MORE THAN TWO FEET BELOW SLAB,WALLS SHALL BE PAT '•"•_'•"••• POWDEROO ACTMTED FASTENER B.ALL STRUCTURAL TUBES: ASTM A500,GRADE B, 46 KSI W71.LEAD HOLES FOR W000 SCREWS AND LAG BOLTS SHALL BE DRILLED 7/8 OF THE SHANK PLwD......_._. PLYWOOD BRACED UNTIL SLAB TO WHICH THEY ARE CONNECTED IS AT LEAST 14 DAYS. C.ALL STRUCTURAL PIPES: ASTM A53,GRADE B OR ASTM A501 DIAMETER FOR THE DEPTH OF SHANK EMBEDMENT AND 7/8 OF THE THREADED PORTION P.S. .._........ POUNDS PER SQUARE INCH D. PLATES, BARS,CHANNELS,AND CONNECTION ANGLES: ASTM A36 DIAMETER FOR THE DEPTH OF THE THREAD EMBEDMENT. P.0............. PRECAST O F3. PROVIDE SHEETING.BRACING.AND UNDERPINNING AS REQUIRED TO PRESERVE ADJACENT - R................. RADIUS STRUCTURES. E.ALL ANCHOR BOLTS: ASTM A307 UNLESS NOTED OTHERWISE RE. ........_... REFER TO y RDNF._........ REINFORCING F4. PIPES WHICH CARRY WATER WILL NOT BE ALLOWED TO PASS UNDER FOOTINGS. 54. ALL CONNECTIONS SHALL BE BOLTED WITH ASTM A325 HIGH STRENGTH BOLTS OR WELDED IN WOOD TRUSS NOTES - REO'D............ REWIRED ` STEP FOOTINGS APPROPRIATELY TO ALLOW PIPE TO PASS OVER FOOTING. ACCORDANCE TO AWS AND WITH THE AISC MANUAL REQUIREMENTS UNLESS NOTED OTHERWISE Hm SCHEDULE Z r = F5. FOUNDATION SHALL NOT BE PLACED IN WATER OR ON FROZEN GROUND. S5. ALL SIMPLY SUPPORTED BEAM-TO-BEAM AND BEAM-TO-COLUMN CONNECTIONS SHALL BE DOUBLE WT1.WOOD TRU55 MEMBERS AND CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR, BE SHTO..--...... SHEATHING ^z N _ SUBMITTED TO THE ARCHITECT FOR DIMENSIONAL REVIEW AND RECORD PURPOSES ONLY,AND SN""'-'-"-" � //VVv\\ ANGLE IN CONFORMANCE WITH THE ALSC MANUAL UNLESS INDICATED OTHERWISE ON THE Sim .............. SHEET m FABRICATED AND ERECTED IN ACCORDANCE WITTI THE FOLLOWING F6. VERIFY LOCATIONS AND REQUIREMENTS FOR ALL INSERTS, EMBEDMENTS,SLEEVES, CONDUITS, ru STRUCTURAL DRAWINGS. SO.G .......... SLABIMILA-(ON-GRADE_ AND PENETRATIONS WITH RESPECTIVE TRADES BEFORE PLACEMENT OF CONCRETE. A NFPA'NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" SP.. .......... SP RS) iA`i•• r¢ S6. SHOP AND FIELD CONNECTIONS SHALL BE.MADE WELDING OR HIGH-STRENGTH BOLTING UNLESS B.Arm 'TIMBER CONSTRUCTION MANUAL' SPEC•y.......... SPECI GA F7. DOWELS FROM FOOTINGS INTO PIERS.WALLS.AND COLUMNS SHALL BE THE SAME SIZE AND yT0 STANDARD N O y NUMBER AS PIERS,WALLS,AND COLUMNS ABOVE, EXCEPT AS OTHERWISE SHOWN. OTHERWISE NOTED. THE BEAM CONNECTIONS SHALL PROVIDE SHEAR CAPACITIES AS FOLLOWS: C.TPI'DESIGN SPECIFICATIONS FOR METAL PLATES CONNECTED TO WOOD TRUSSES' SR .............. STEEL D.WTCA'BRACING WOOD TRUSSES: COMMENTARY AND RECOMMENDATIONS' STR .---.-.... STRUCTURAL - A NON-COMPOSTIE BEAUS - S.W. SHORE WAv N F8. COORDINATE UNDER FLOOR AND PERIMETER DRAIN REQUIREMENTS WITH THE ARCHITECTURAL Sru....._....._ SnMETRICA SUPPORT A REACTION R EQUAL TO HALF THE TOTAL UNIFORM LOAD CAPACITY OF BEAMS 52 CML AND PLUMBING DRAWINGS AND THE REQUIREMENTS OF THE GEDTECHNICAL ENGINEER. Wf2.TRUSS MEMBER AND CONNECTION DESIGNS SMALL BE MODIFIED BY THE APPLICABLE FACTORS T............._... 70P FORA GIVEN SHAPE,SPAN,AND STEEL SPECIFICATIONS(AISC)WITH THE EFFECTS OF ALL LISTED IN ARC?AMBER CONSTRUCTION MANUAL". TJ ............ TOP CORD EXTENSION zui CONCENTRATED LOADS TAKEN INTO ACCOUNT. REINFORCED CONCRETE NOTES to. ::.::-....... TTOOP OFT B.COMPOSITE BEAMS(BEAMS WITH SHEAR CONNECTORS): - - - Wf3.REFER TO DESIGN LOAD NOTES HEREIN FOR DETERMINING DEAD AND LIVE LOAD REQUIREMENTS. T.O.F............. TOP OF iD00No Rt. ALL CONCRETE SHALL BE PROPORTIONED, MIXED AND PLACED IN ACCORDANCE WI H ACI 318, STEEL SECTION DEPTH - D(INCHES)AND RC - REQUIRED REACTION ARCHITECTURAL CONTRACT DOCUMENTS SHALL BE REFERRED TO FOR EXTENT AND LOCATION OF T.S............. TOP OF STEEL W y "BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRLE',AND ACI 301. 'SPECIFICATIONS CAPACITY FOR COMPOSITE BEAMS: AREAS NOTED AS OFFICES, RETAIL CORRIDORS. ETC.THE TRUSS DESIGNER SHALL INCORPORATE T.O.W............. TOP OF WALL T Q Th9....._....... TOP AND LOTrou i FOR STRUCTURAL CONCRETE FOR BUILDINGS'. MAXIMUM SLUMP SHALL BE 4 INCHES. - FOR D GREATER THAN OR EQUAL TO 24 RC - 1.5R _ THESE LOADS INTO THE DESIGN CALCULATIONS FOR PROPER MEMBER SIZING. TS ....._.._. . TUBE STEEL COLUMN OR BEAM FOR D GREATER THAN OR EQLLLL TO 21 BUT LESS THAN 24', RC = 7.75R DEFLECTION LIMITATIONS ARE AS FOLLOWS: LINO....._....... UN�NOTED OTHERWISE R2. ALL CONCRETE SHALL BE CONTROLLED,MI%EEL,AND PLACED UNDER THE SUPERVISION OF - FOR D GREATER THAN OR EQUAL TO 14', BUT LESS THAN 21'. RC 2.OR A L/240;DEAD LOAD - - VENT ............ ..,... VEROGLL AN APPROVED CONCRETE TESTING AGENCY. B. 480;FLOOR LIVE LOAD VLF. ............ VERIFY IN FIELD FOR D LESS THAN 74',RC = 2.25R L/ Wr................ WEIGH R3. UNLESS NOTED OTHERWISE,ALL CONCRETE SHALL BE NORMAL WEIGHT WITH A MINIMUM - - C.L/360;ROOF LIVE LOAD Ww .............. WELD WIRE FABRIC - COMPRESSIVE STRENGTH AT THE END OF 28 DAYS AS FOLLOWS: C.ADD 70 R OR RC THE LOADS OR REACTIONS OF MEMBERSSUPPORTED BY A BEAM NEAR A _[ SUPPORT AND/OR THE VERTICAL COMPONENT OF FORCES IN A DIAGONAL BRACING MEMBER WT4.SUBMIT SHOP DRAWINGS WHICH SHALL INCLUDE DIMENSIONED INDIVIDUAL TRUSS MEMBER ^"------ -WOOD A �' nr •wmw= 2a6RlIEE11M - FRAMING INTO THE MEMBER. W.P......_....... WORK PDIH a --1°'mo-s-�m`0 CONFIGURATIONS,MEMBER LOADING AND SIZES WITH ACCOMPANYING WOOD SPECIES AND LUMBER mmr��mb a We wAx Pa.A mM STRENGTH(PSI) 'AGGREGATE SIZE(In.T ENTRAINED AIR(S) APPLICATION - mA"4 d Ay„am n mn S7. FIELD WELDING OF STRUCTURAL MEMBERS IS NOT PERMITTED UNLESS INDICATED ON THE STRUCTURAL GRADE.TEMPORARY AND PERMANENT BRACING REQUIREMENTS,CONNECTION LAYOUTS WITH THEIR 4000 1 I/ 5 EXTERIOR DOLLY PADS do APRONS DRAWINGS OR WITHOUT WRITTEN PERMISSION OF THE ENGINEER. ASSOCIATED SPECIFICATIONS AND A DIMENSIONED ERECTION PLAN INDICATING THE LOCATION OF.EACH - @ ........... CE TTERUNE 2, TRUSS.ALL OF WHICH SHALL BEAR THE STAMP AND SIGNATURE OF A PROFESSIONAL STRUCTURAL ENGINEER •_••••_••• DIAMETER 4000 3/4 5 EXTERIOR SIDEWALKS S8. ALL MOMENT CONNECTIONS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE DESIGNED AND REGISTERED IN THE COMMONWEALTH OF MASSACHUSETTS. 3 -:...,,.,... PLATPLUS OR MINUS 3500 1 I/2 0 SLAB ON GRADE DETAILED FOR THE FULL MOMENT CAPACITY OF THE CONNECTING MEMBERS. LBS... .. POUNDS 3/4/3/8 - WfS.WHERE REQUIRED BY THE CONTRACT DOCUMENTS•ALL METAL CONNECTORS FOR TRUSSES INCLUDING ..... 3500 BLEND 0 SLAB ON DECK STEEL DECK NOTES BUT NOT LIMITED TO;TRUSS HANGERS,HOLDDOWNS,HURRICANE ANCHORS AND STRAPPING, SHALL BE 3000 3/{ 5 ALL OTHER CONCRETE HOT-DIPPED GALVANIZED METAL SHE'S AS MANUFACTURED BY'SIMPSON STRONG-TIE COMPANY, INC.' SDI.ALL STEEL DECK SHALL BE OF THE DEPTH,GAGE,AND TYPE INDICATED ON THE THE AND BE ATTACHED BY THE GENERAL CONTRACTOR AS PER THE'SIMPSON STRONG-TIE'SPECIFICATIONS. IDATE JANUARY q 2006 R4. THE USE OF'FLY ASH"IN CONCRETE MIX DESIGN IS NOT ALLOWED. STRUCTURAL DRAWINGS. I DRAWN SRF R5. NO ADMIXTURES OTHER THAN LOW RANGE WATER REDUCER WILL BE ALLOWED. SD2.ROOF DECK SHALL BE FASTENED TO ALL SUPPORTING MEMBERS AT EVERY RIB WITH y/B' INT6.�UMENIIT SHALL BE REFERRED TOUMBING,FOR ELECTRICAL, FIRE PROTECTION AND D CONFIGURATION REQUIREMENTSEQUIPMEN SHOW CONTRACT TED SCALE AS NO R6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER REMOVAL OF FORMWORK. FORMS SHALL DIAMETER ROUND SPOT WELDS FULLY JOINED TO THE DECK ALL AROUND. SIDE LAPS SHALL THE STRUCTURAL CONTRACT DOCUMENTS. BE REMOVED ONLY AFTER CONCRETE HAS ATTAINED SUFFICIENT STRENGTH TO SUPPORT ITS OWN BE SCREWED WITH#10 TEX SCREWS AT 12'o.c. UNLESS NOTED OTHERWISE WHERE DECK WEIGHT. CONSTRUCTION LOADS AND LATERAL LOADS SHOULD BE PLACED WITHOUT DAMAGE TO BEARS ON STEEL AND THE.SPAN IS PARALLEL TO THE SUPPORTING STEEL AT EDGES OF y WT7.CENTERLINES OF INDIVIDUAL TRUSS MEMBERS SHALL ALIGN AT JOINTS AND OVER SUPPORTS OR DUE THE STRUCTURE OR CAUSE ANY EXCESSIVE DEFLECTION. THE ROOF AND AROUND OPENINGS PROVIDE/y'DIAMETER WELDS AT 12'o.e..WHERE DECK CONSIDERATION SHALL BE TAKEN BY THE TRUSS DESIGNER TO ACCOUNT FOR ANY ECCENTRICITY. NO DATE REVISIONS R7. CONSTRUCTION JOINT LOCATIONS,OTHER THAN THOSE SHOWN ON THE DRAWINGS,ARE PERMITTED CHANGES DIRECTION, PROVIDE%*DIAMETER WELDS AT 6'o.c. 01 0 END PERMIT CONE NOD A SUBJECT TO PRIOR NATIONAL OF THE ENGINEER. CONTROL JOINTS AND EXPANSION JOINTS ARE WTB.TRUSS MEMBERS SHALL NOT BE NOTCHED,CUT OR ALTERED IN THE FIELD WITHOUT THE SPECIFIC 02 01 01.111-.07 ISSUED FOR CONSTRUCIDN MANDATORY AS SHOWN. SD3.FLOOR DECK SHALL BE FASi�IED TO ALL SUPPORTING MEMBERS, PARALLEL MEMBERS.AND APPROVAL OF THE STRUCTURAL ENGINEER. A 02.16.07 GENERAL REVISM R8. PROVIDE 3/ INCH CHAMFER AT ALL CONTINUOUSLY EXPOSED CONCRETE EDGES,SUCH AS CURBS, AROUND ALL OPENINGS WITH /g DIAMETER ROUND SPOT WELDS AT 12'o.c. SIDE LAPS SHALL D 04-0610 BIDG A 7TR ED.REVblW6 4 BE FASTENED AT A MAXIMUM OF 36'o.c. OR CLOSER AS REQUIRED TO SUPPORT WET CONCRETE F 08.22.11 BLDG c BAIL.EIL REV81DNS EQUIPMENT PADS,AND EDGE OF WALLS. AND CONSTRUCTION LOADS. G 10-01.14 RIM B BTR ED.REVISIONS R9. PROVIDE FLANGED STEEL SLEEVES WHERE PIPES PASS THROUGH CONCRETE R10.ALL DETAILING. FABRICATION AND PLACING OF.REINFORCING STEEL SHALL BE IN ACCORDANCE WITH THE LATEST ACI 315'DETAILS AND DETAILING OF CONCRETE REINFORCING'. R11.REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60. UNLESS NOTED OTHERWISE ON THE DRAWINGS,THE CLEAR CONCRETE COVER OVER BARS SHALL BE AS FOLLOWS: A SURFACES PLACED IN CONTACT WITH THE GROUND..........3' G GMAL NOTES B. FORMED SURFACE EXPOSED TO GROUND...........................2- - - AMC. INSIDE FACE OF FORMED WALL..........................................11/2 D.WALL PIER TIES....................................................................11/2 TYPICAL DETALS E. SLAB REINFORCING...............................................................3/4 R12.PROVIDE CLASS B SPLICES FOR ALL CONTINUOUS REINFORCEMENT UNLESS NOTED OTHERWISE R13.SET AND TIE ALL REINFORCEMENT BEFORE PLACING CONCRETE SETTING OF ANCHOR BOLTS, so.1 DOWELS AND REINFORCEMENT INTO WET CONCRETE IS PROHIBITED. R14.ALL KEYS SHALL BE 2-x4'.(NOMINAL)UNLESS NOTED OTHERWISE - R15.USE NON-SHRINK, NON-METALUC GROUT WHERE INDICATED. R16.PROVIDE SEALANT FOR ALL EXPOSED TD VIEW CONSTRUCTION AND/OR CONTROL JOINTS. 0569 Copyright Flwd Consulunq 2006 . mm � NN n^ 00 P m FOUNDATION WALL REINFORCING TO MATCH W 2 U—BARS SAME SIZE AND {4 0 18•o.c. v HORIZONTAL WALL REINFORCING SPLICE LENGTH SPACING AS INTERRUPTED EACH FACE COMPACTED .� WALL REINFORCING _ GRAVEL Q - (TYPICAL 4 SIDES) _ • W a x 4"0 WEEP HOLEg;;7- .. O 10•-0•o.c. z FILTER FABRIC 0 e) 4'-0' _ EACH WEEP HOLE 7 (MINIMUM) _ 30d ICAL) a—i HQIES; • • a 1-45 EACH FACE MINIMUM 1.) FOR WALL ELEVATIONS,GRADES,FINISHES o HOOK ALL BUT NOT LESS THAN 50X TO WALL AND GUARD RAIL REFER TO ARCH OF INTERRUPTED WALL - = &CIVIL DRAWINGS. o II I -T BARS ED OPEN REINFORCING EACH SIDE OF 0 Ix 2.) ALL REINFORCING TO BE GRADE 60 ` z 9R C q vx a E D �°. C T � C 1T--1 1W Aa _ SEAL ., c.,.. "HOOK REINFORCING WHERE , ? 2D MAX SS ECIFIED CANNOT LEN(�BEYOND OF, of I i 3 r 1 14 0 12 T.eB. 2 MAx TYPICAL REINFORCING AT H A B c D T L ' s'-1'To 12'-0' 2'-0 B'-0' "08• #6012• l'-9• 4'-0- TYPICAL ELEVATION OF CONTINUOUS STEPPED WALL FOOTING OPENINGS IN REINFORCED CONCRETE WALLS s—r TO 9•-0• r-o a•-6' Bso12 #5012• l'-O• 2'-2- NO SCALE - NO SCALE 3'-0•TO 8•-0• 1•-0'1 1'-0'1 #401 2*1 #4012' 1•-0'1 l'-8' TYPICAL SITE RETAINING WALL DETAIL NO SCALE N VARIES UnLTIY pPENING SCHEDULE OF EMBEDMENT AND SPLICE LENGTHS Q (UNLESS SHOWN OTHERWISE ON DRAWINGS) Q y UPPER FOOTING - - - t COMPRESSION TENSION WALL FOOTING _ TO MATCH HORIZONTAL O Z PLUMBING AND WALL REINFORCING BAR EMBEDMENT LAP SPLICE EMBEDMENT LENGTH LAP SPLICE LENGTH DRAINAGE PIPE - SIZE LENGTH LENGTH TOP BARS OTHER BARS TOP BARS OTHER BARS W N _ IlJ' #3 B• 12' 13' 12' 16' 16' pp r H 14 11' 15' 17' 12• 22• 16' N 0•o'•,,o::• LOWER ; ' m 1'11I •o:. .. .: ./s 1a• 1s• zr -u• - z7• z0• - Z1u ydJ • FOOTING M p , � y s ,� /6 17' 23' 25' 18' 33• 24 _j - b �I_N /7 19 26" 32• 23 41" 30' `M . 1 L— I ,lI � s; ; 1, P�7 /42' 30' ss 3sF— ,,, SEE STEPPED WALL FOOTING DETAIL all _ �9 25• 34' S3' 38' 69• 49• T Z FOR ADDITIONAL INFORMATION /10 28• 38' 67' 48' 88" 63• i NO EXCAVATION MAY BE MADE BENEATH THIS - NO ail 31• 42 Al" 59• 108• 77- LINE WITHOUT ADEQUATE SHORING TO PROTECTTE - SOIL BENEATH UPPER FOOTINGS - .STEP FOOTING AS REQUIRED TO BE BELOW UTILITY OPENING SEE SITE AND PLUMBING DRAWINGS FOR SIZE AND EXACT LOCATION - mm m ra rnb ra nr s Ne a.Md� TYPICAL SLOPE BETWEEN •FOOTINGS DETAIL TYPICAL STEPPED FOOTING DETAIL AT UTILITY OPENING �Mma e.m�e.rma�r a ,NO SCALE NO SCALE 1/B 1.T—SLAB THICKNESS FILL JOINT WITH EPDXY AT 2.SEE FOUNDATION PLAN _ CONSTRUCTION JOINT, - EXPOSED SURFACES ONLY FOR SPACING CONTROL 90'-0'MAXIMUM TO CORNER REF DATE JANUMY 3/4•V-GROOVE,CONTROL q 2p06. OR BETWEEN JOINTS - a JOINTS DRAWN W JOINT. SEE ARCH EACH FOR - EXACT LOCATION OFF EACH JOINT. SCALE A5 NOhT) - 40d 40d II 30d V GROOVE - TYPICAL SAME SIZE AND SPACING 3/1 CHAMFER CAULK 3/4 HORIZONTAL REINFORCING NO DATE REVISIONS (TYPICAL) JOINT SEALANT —EXTERIOR FACE EXTERIOR FACE O• ) CONTROL JOINT DETAIL ' 01 12.08.06 RID PDMtl ISSUE/RDG A 02 0i•tt•07 I roR mI6TfIIX:1IOe SS ED D 04-06.10 BIDG A 7TM ro.REYB016 ' _ F 08.22.11 BInG C HIX m I✓EYI5ol0 k ... r l I }�' . '',. I �� L � I�� �'' �a'�,�,�" ��' �.',. �' � ffpTFe• G 10-01.14 SLOG 8 IT01 E0.REVfSNNi 7 l I� ,3�',. i 7L 1.T SLAB THICKNESS A� FILL JOINT WITH EPDXY AT EXPOSED SURFACES.OMIT t/B 3/9 DIAMOND DOWELS O 24.O.C. i SAME SIZE AND SPACING - 2x.CONTINUOUS KEY I 3 WHERE TILE OR OTHER HORIZONTAL REINFORCING 30d FLOOR COVERING IS FOR PIER.SIZE& REINFORCING SCHEDULED TO BE 5 z SEE FOUNDATION PLAN AND 3(� INSTALLED < NO RECLET REQUIRED '�,. "TYPICAL PIER DETAILS'ON IF WALL NOT EXPOSED - SHEET 53.2 TYPICAL DETAILS AT EXTERIOR WALL PIERS ~ AT CORNERS AT CONSTRUCTION JOINTS AT MAIN COLUMN LINES AT INTERSECTIONS AT WALL END & OPENINGS SO.2 TYPICAL FOUNDATION WALL DETAILS CONSTRUCTION JOINT DETAIL NO SCALE TYPICAL SLAB ON GRADE JOINT DETAILS NO SCALE - 0569 Copyright Flood Consulting 2006 - I I 110'-0" en 8'-0" 28'-0" 16'-0" 28'-0" 8'-0" 14'-0" 8'-0" C a m rn 4.4 WD POST gal 9a1 9a1 4x4 WD POST s W SIMPSON W SIMPSON BASE COLUMN BASE COLUMN _ 8 0 Fa �� .IIII q _ IVI. o Fa Y SEAL TVF7 IIII IVI f— — IIII I � — III IVI � IIII , IIII I - III III i aBa 19l IIII IIII IVI IIII IIII sal eat III sal �1 IIII IVI III I-01 IVI 4" CONCRETE SLAB.ON GRADE - I IIII I 4" CONCRETE SLAB ON-GRADE I III 4"CONCRETE SLAB ON GRADE IIII 4"CONCRETE SLAB ON GRADE IIII 4"CONCRETE SLAB ON GRADE TOP OF SLAB ELEVATION = 100:-0" TOP OF SLAB ELEVATION 100'-O" IVI TOP OF SLAB ELEVATION= 100-0 TOP OF SLAB ELEVATION = 100'-O" IIII TOP OF SLAB ELEVATION = 100'-0" IIII III I I IVI IVI � , IIII III IVI I'iVl I Z L I11I Iii .R � I11I � iiii � � IIII 5 IIII s 5 IIII �� I III lil I sa., IVI. sa, I Q� _ Ow W a IIII iii nlI iii V� ¢N 4"CONCRETE SLAB IIII I' 4"CONCRETE SLAB I 1 4" CONCRETE SLAB I IIII 4"CONCRETE SLAB - I IIII 4"CONCRETE SLAB N y ON GRADE. SLOPE 2" IIII - ON GRADE. SLOPE 2' - ON GRADE. SLOPE 2" IIII DN GRADE. SLOPE 2" ON GRADE. SLOPE 2" DOWN TO DOOR OPENING. I IIII I DOWN TO DOOR OPENING, III I DOWN TO ODOR OPENING. I IIII I DOWN TO DOOR OPENING. IIII DOWN TO DOOR OPENING. I �J O (n N TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION TOP OF SLAB ELEVATION z _ = 99'-4"AT STEP LOCATION. IVI = 99'-a"AT STEP LOCATION. = 99'-4"AT STEP LOCATION. IVI = 99'-4"AT STEP LOCATION. = 99'-4"AT STEP LOCATION. III IVI Z W w Z ILIA717,77, W LU s IIII s IVI sal IIII III ss, IIII sal IIII Sal IIII ( IIII IIII IIII J � a Fly ° 9 IIII — 9a1 Sal ce gll0 ims P..a m .g u �nIhW 1 4 IIII 4 4.4 WD POST 4 4 - 4 - sai IIII sal C8a4 COLUMN a �i7 IVI �, p , �, , w �I��. a I>�• W SIMPSON Sal g�Ih^ 37] BASE 3a1 F4 WO POS Wz4 SIMPSONT DATE JANUARY q 2006 4x4 WD POST CB44 COLUMN DRAWN SI BASE SCALE AS NOTED F4 W SIMPSON 2 4 2 2 4 2 2 Fa CB44 COLUMN gal g0.1 931 83.1 830 gal - 8a1 BASE - NO GATE REVISIONS 01 12%08%06 FNO PERMIT ISSUE BIAG A 9'-6" 25'-0 19'-0" 25'-0" 9'-6" 12'-6" g'_6" 02 01-11-07 ISSUED FOR CONSTRUCTION C 04-06-07 CONCRETE SUB REVISION G 10.01•14 OLDS 6 BTH ED.REVISIONS 110'-0" 4'-0" BUILDING "B" FOUNDATION PLAN SCME V r c ro FOUNDATION PLAN .. PLAN NOTES: - BUILDING B 1.) SEE DWG SOA & SO.2 FOR GENERAL NOTES AND TYPICAL DETAILS. 5.) P1 ETC. INDICATES A CONCRETE PIER TYPE. SEE PIER DETAILS ON DRAWING S3.1 FOR SIZE AND REINFORCEMENT. " 2.) F4 ETC. INDICATES FOOTING TYPE. SEE SCHEDULE ON THIS DRAWING FOR SIZE AND REINFORCEMENT OF FOOTING. 6.) SF INDICATES A STEPPED FOOTING PER DETAIL ON DRAWING 50.2. ////QQQQQ��� 3.) TOP OF FOOTING ELEVATION EQUALS 96'-0" UNLESS NOTED 7.) COORDINATE FOOTING ELEVATIONS WITH PLUMBING AND DRAINAGE "�0 1 THUS (XX'-XX"). PIPES. SEE DETAIL ON DRAWING SO2. CONCRETE FOOTING SCHEDULE a.) ALL FOOTINGS TO BE CENTERED UNDER COLUMNS UNLESS 8.) FOR TYPICAL EXTERIOR DOOR DETAIL SEE DETAILS 8 ON DRAWING 53.1 L SIZE NOTED OTHERWISE. MARK W T REINFORCING 9.) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN, REFER TO 0569 F4 4'-0 0 1-0 " 4'- ' " 4-//5 BOTTOM EACH WAY ARCHITECTURAL DRAWINGS. I Copyright Flood CooxuWng 2006 - • _ d ^ 93 � w m � V • rA CO D n a n Bat eat eal e41 m 2x8 O 16'O.C. 2x8 O 16'O.C. 2x8 O 16'O.C.B41 g w 10 — C NT. —S IMS2 x8 CON. S SPA 2 B CON r.3 SP S — B C NT.3— 2 2x8 COI, _SP S sB o.c. ° I III B41 I. I I I / I �y 2x8 O 16'O.C. 1 7mx14'PL I' f, PL III I 7'x14'P Cum. 2—SPANS I - ( 7"x14'PL I 7'x14'PL 1 SEAL NT 'x14'PL CONT.2—SPAN- I I D Tx14'PL CONT, 2—SPANS I ♦ - I � � D III D III eat III D III D ti 2 I ea III u� III I I I� ear III eat I ear i III III III 11 � III III III III III III III . III �, I III l III III ��I ' 'I o III c I11 0 . III o III o Ill III. III, III _ 1 I I o. III o III o III o III o III q III R III IIIN N Rri N N III N II N R N F 3/ .4 R R III 3/ III 3/ III 3/ I I v 3/4 a v � � III d III III a II� N v 1 I k� i N N III is III III x III' INDICATESZ. z I III sL1 III em III u� AnEP�LIs�E u, .III I ell a 51/4 x14'PL _ _ _ JIL _ _ 31/4:14'PL III 51/ax14'PIL —__ AIL— _ — 5Yix14'P IIL _ — 51/4x14' J O 14'TJI 230 , r — 14'TJI 230 14'TJI 230 ————————— r— — 14'TJI 230 r — �14'TJI 230 Q 31/2 x14'PL I 31/2 z14'PL 31/2 z14'PL I 3Y•x14•PL 31/2 i14•PL x \ I ea I a 6 II 4 eat II VO 2W �U)aI I eai s s �_a N 9 III I I II ZO Ny III III -�,' III a I I II ZW 14'TJI 110 O 16'O.C. 14'TJI 110 O 16'O.C. ,x III 14'TJI 110 O 16'O.C. ® 14'TJI 110 O 16'O.C. ,• II 14'TJI 110 O 16'O.C. Q I s III III ° III 66 o.C. T}W N= 841 ear _ 2 e I 2-2xa III I I ® 2-2xe I 841 ° SPA.NS II e°aI e°a r2x8 O i2xe O16 OC 6'O.C. 2-28 2-2x8 2-2x8 _ 2-2x8 1 ' ' TJI N2— 7 ° 3 x14'PL CONr.2— 0 8 3 2x14'PL CONT.2—SPANS e°a t a7u T. 1 8 I av tv x131/ 4' a `me�x�m y:m�m�,ms'.dramro.a anaW..am aumoa�m �a T 3/6 n'p�m�e IN,e ca.anyw n6m 2-2 1 2 2xl 0 —2 10 —2 10 —2 10 _) —2 10 —2 10 2 20 E rm poulu�Wm'ea h N�.mNsb v is tlY .en e.wem mem.xx D - n 31/2x14'PL D -2x8 O 16'O.C. INSTALL 3-2x4 WD POST a D 2x12 O 16'O.C. D DA7E JANUAfIY 4 2006 841 2x12 O 16'O.C. 841 841 AT END OF PL BEAM UNIT. 8l1 841' ell ell DRAWN YiF TYPICAL ALL PL BEAMS SCALE AS NOTED NO DATE REVISIONS 01 12-08-06 FNO PERMIT 1511E RIOG A N 02 01-11.07 ISSUED FOR C016IMICIION B 0330-07 GENERAL REYISDI° G 10-01.14 6LOO u 6TN ED.REVISIONS SECOND FLOOR/ LOW ROOF FRAMING PLAN - BUILDING B .CALL V r•ro . PLll.�NOTES: 5) k^i INDICATES AN EXTERIOR BEARING WALL.. I. SEE DWG SOA &SO.2 FOR GENERAL NOTES AND TYPICAL DETAILS. SEE TYPICAL SECTION ON DRAWING S2.1. 2.) a/• INDICATES SPAN OF 3/g'EXTERIOR GRADE PLYWOOD 6.) 1F___INDICATES AN INTERIOR BEARING WALL _ SECOM FLOOR/LOW ROOF SHEATHING. SEE TYPICAL O SECTION ON DRAWING.S2.1. LOW ROOF FRALW PLAN 3.) INDICATES SHEATHINGOF 3/4 TONGUE& GROOVE.PLYWOOD 7.) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN, REFER TO BL�D�7G B ARCHITECTURAL DRAWINGS. - 4.) PL DENOTES PARALLAM ENGINEERED WODD MEMBER. , S1.2B 0569 l COPY11gAt Flood Consulting 2006 - �m q 03 � U Z 9 w N= INDICATES OUTSIDE LINE B _ 2 - OF WALL ABOVE-TYPICAL 11 SEAL 841 LOW ROOF BELOW 2 LOW ROOF RFLOW-� 2 gq LOW ROOF BELOW Bat Bat 2_2x8 2-2x8 CONT. 34SPANS Bl1 2-2 B NT. 3- PAN 2-2x8 CONT. 3-SPANS 2-2x6 2-2x8 CONT.3-SPANS 2_2xg 2 2x8 CO Sp -_ - - -- 1 III IIF ea I I 841 I w I I I III III I 1z I I I 8l1 I � I I I II I I I I I U I zxt 2 O o d II II ,6•D.C. cj I 202 O 1 13 0 O m O I 14•TJI 2 O 16"O.C. IVI III 14•TJI 23A O 16"O.C. `I O 5 N N O N N I 14"TJI 110 16" C. ICI III 14•TJI 110 1111 16"O.C. III N s 1? I I I CEILING J01 ABOVE I Q I III CEILING JOI ABOVE N B41 Z 47 I 6� H I 2x10 COLLAR I I 2x10 CDLIA_R G N N TIES O 16 O.G. N M I I n n n TIES O 16.O.C. O W I EsciI I III III eat 14•TJI 110 0 16.O.C. I i O Z Q 6 - Lu 7.14•PL III III BUNG JOIST III III 7.14•PL n O I I I I I I I I 31/2x14•PL 3Y2x14•PL I O \F �y/�`- N 3-2xi2 4 IVI - I 4 III ti m ti n" co 0. N g II B e°t 101 II B tat III d 2-2x12 O 3 III e 9 s m I Z J N N o 3 9 I Bai I au III o 6/6 _N o I Z W etaz, I N o_ I I 10 O 16"D.C.TJI 110 O 18.O C 14"TJI 1 a I II �h ci a I >-W III d =Q H= o o o III I III n N n I n I I h I o 0 o II I I N 6/ N iII a I I I gal I 8a1s.m I I I eat I 8>4?1 - 2-2x8 2-2 B CUNT.34S 2 --- I 2-2x8 CONT. 3-SPANS 2-2x8 CONT. 3-SPANS 2-2xB 2- T.3-P 2 INDICATES 02 xW UTSIDE LINE N LOW ROOF BELOW INDICATES OUTSIDE LINE mRb0� AT END OF TYPICAL ALLPL PL BEAMBEAM$ 841 N OF WALL ABOVE-TYPICAL OF WALL ABOVE-TYPICAL Ba, eal DATE JANUARi'q 2006 DRAWN : 93 b SCALE AS NOTED NO DATE REVISIONS 01 12 806 FND PERMIT 6SUE R10G A 02 01.11.07 LaM FOR C016'IRULIION B 03.0-07 GENERAL REYRRONS G 10-01.14 SLOG R WH EM REV610N5 UPPER FLOOR/ LOW ROOF FRAMING PLAN BUILDING B tCALZWr•110 PLAN NOTES: 1. SEE DWG SOA &SO.2 FOR GENERAL NOTES AND TYPICAL DETAILS. S•) �— INDICATES AN EXTERIOR BEARING WALL SEE TYPICAL SECTION ON DRAWING S2.1. 2.) S�g INDICATES SPAN G.OF% EXTERIOR GRADE PLYWOOD 6.) V__',A INDICATES AN INTERIOR BEARING WALL UPPER FLOOR/LOW SEE TYPICAL SECTION ON DRAWING S2.1. LOW ROOF FRAMIO PLAN 3.) INDICATES SHEATHING.F 3/4 TONGUE&GROOVE PLYWOOD 7_) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN,REFER TO BILDM B FLOOR ARCHITECTURAL DRAWINGS. 4.) PL DENOTES PARALLAM ENGINEERED WOOD MEMBER. S1.3B [ 0569 ] CopydgNt Flood Co—KI.g 2006 be m .bo • w j m 7 Ca Co HATCHING INDICATES LOCATION OF ROOF OVERFRAMING-TYPICAL a n a Ba 84, 841 SEAL r----------_ 1 _ i r----------------� —— 2 2x G NT. -S ANS x I�L ,\I i o\I �I�, L I/ �I-- "F - I 2 2x GG -S S 2 2xa 1x I I rl I 202 0 0 _ 2x12 o f\ I I o I 116-D.C.7 N lU 16•D.C. XI:o II j -- ID m II II u 2x1 o I �' LOW ROOF BELOW I II a II C. LOW ROOF BELOW tl qq7 o I. 31/g i111/ P I0 UO I I 31/2 i111/i P I I I �y.. . 10 A� 11 I I W 7*x14'PL 2x 0 2 GE II Txt$PL : I r 4D2i4 B 4-2 D P4osl F I I I I OW a z-zxlz V II 2-zx,2 i I (� co) j 0 s/ II I ZOLU N N I I z-2x12 p I I 2=�v I I J N >-W H cox I COGD . SP B �------J V 1y � 11- Bi 01T�3 •P�^S I� � 12 248 \I �I �,�.Wipm�e rasa u.nwc b nme I ———————————— w—eo�w�eMu�mhRb.mr atl. e 6U D s®mx..en n.sscse a—es.s �1 eu . DATE JANLIARY 4 2006 - - DRAWN Yff - ' - - SCALE AS NOTFD - NO DATE REVISIONS 01 12-08.06 FND PERMIT 6S1E MDG A 02 01.11�07 ISSUED FOR CONSTRKMON G 10-01.14 BLOC D Fill ED.REMNS ROOF FRAMING PLAN - BUILDING B PLAN NOTES: INDICATES AN EXTERIOR BEARING WALL. 1.) SEE DWG 50.1 Ae 50.2 FOR GENERAL NOTES AND TYPICAL DETAILS. 4') SEE TYPICAL SECTION ON DRAWING S2.1.. 2•) ��IINODICATESOF SPAN P N OF% >F EXTERIOR GRADE PLYWOOD S•) -_-A INDICATES AN INTERIOR BEARING WALL ROOF RUWANG PLAN. SEE TYPICAL SECTION ON DRAWING S2.1. 3.) PL DENOTES PARALLAM ENGINEERED WOOD MEMBER. B.) FOR DIMENSIONS AND ELEVATIONS NOT GIVEN,REFER TO ARCHITECTURAL DRAWINGS. SlAB : 0569 1 CoWgxt Flood Consulting 2006 I t J ROOF FRAMING rn n SEE PLAN FOR SPACING q OOF R FRAMING TO ALIGN q WffH STUDS BELOW w • W 2-2x4 CONE BOTTOM ItROOF • u m nt_'KEO AT HORFL EDGE E0F1 - O 12"O.C. MAX TO EA STUD(OF) hi e O 6"O.C. MAX TO ALL PANEL EDGES 1O o AND ENDS OF SHEETS(OF) 2x4 SOLID - . O 7"O.C.ALL EDGES(IF) ® BLACKING - w O 7"O.C.AT STUDS(IF) 2x4 CONE 2ND BOTTOM R - - - SEAL 2-2x4 CONE RIOCKED AT MO EDGE TOF1 TOP R - O 12"O.C. MAX TO RR EA (OF) - O 4"O.C. MAX TO ALL.PANEL EDGES - - AND ENDS OF SHEETS(OF) ® 2x4 SOLID O 7"O.C.ALL EDGES(IF) c BLOCKING O 7"O.C.AT STUDS(IF) cV _ 2x4 CONE BOTTOM R 1ST —2-zx4 CUNT CONE � TDP R �Top TOP it R 1. STAGGER JOINTS OF s/e"GYPSUM WALLBOARD AT INTERIOR - FACE AND '/q OSB AT EXTERIOR FACE 2. NAILS: A)6d COOLER NAILS(0.092"0, 17/g"LONG, 1/4 HEAD) OR WALLBOARD NAILS (0.120"0, 13/4 LONG.3/a-HEAD)FOR INTERIOR GYPSUM WALLBOARD. _ B)8d COMMON NAILS FOR EXTERIOR OSB 3. FASTEN O 4"O.C. MAX ALL AROUND AT OPENINGS.• HEADER SEE PLAN HEADER SEE PLAN Z - 4. FOR SINGLE STORY BEARING WALL, USE 1ST TO 2ND WALL PANEL Do i PROVIDE 1 JACK STUD i z PROVIDE 1 JACK STUD = ` x: MIN FA SIDE OF OPNG g a x MIN EA SIDE OF OPNG x < TYPICAL EXTERIOR BEARING WALL ELEVATION = OPEN 0� ca (NOTE: OPENINGS NOT SHOWN) r N a z-2xa sl N O W a ROOF FRAMING co) SEE PLAN FOR SPACING OPEN FFF"' a � _ N , N ROOF FRAMING TO AUGN - - 20- N WITH STUDS BELOW - zui 2-2x4 COW 2-2x4 CONE 2-2x4 CONE a` / BOTTOM It SOLE It TREATED SOLE It TREATED >-W ROOF - NQg: NOTE: =0 N S PROVIDE 1-2x4 JACK STUD FOR OPENINGS UP TO 3'-0''k PROVIDE 1-2x4 JACK STUD FOR OPENINGS UP TO 3'-0"Qc Q - 2-2x4 JACK STUDS FOR OPENINGS OVER 3'-1" 2-2x4 JACK STUDS FOR OPENINGS OVER 3--1" - - . _ BLOCKED AT AI I-EDGES 'fp 7" °• AT STUDS O 2x4 SOLID ALL O O.C. TYPICAL DOOR OPENING TYPICAL WINDOW OPENING BLOCKING N Y.b>m n,s m MW'un.nt 2x4 CONr � �� - - / BOTTOM 2NDTI ° ilm Paam��tl Amm:ees b tl� Qyam .m�meieP.rw emu:'en n� 2-2x4 COW - DATE JANUARY 4 2006 TOP It DRAWN : BLOCKED AT ALL'EDGES SCALE AS NOTED O 4"O.C.ALL EDGES 2x4 SOLID O 4"O.C.AT STUDS a BLOCKING - N NO DATE REVISIONS 2x4 CONE .. BOTTOM It0 12.1&0 MD PERMIT�IIE A 02 01.11.07 ISSUED FOR CONSIRIICI-N 15f A 02.1&07 GENERAL REW90I6 D 04-0&10 MX A 71N ED.REVI9016 NOTES: F 08.22-11 IDIIG C 81N ED.REVISIONS 1. STAGGER JOINTS OF S/e GYPSUM WALLBOARD EACH SIDE G 10-01.14 RLDG R BIN ED.REV19DN5 2.MAILS: - A)6d COOLER NAILS(0.092"0. 1�"LONG, 1/"HEAD)OR B)WALLBOARD NAILS (0.120"0, 1 LONG,3/g HEAD) TYPICAL INTERIOR BEARING WALL ELEVATION wMJL MEvnnoHs _ (NOTE: OPENINGS NOT SHOWN) S2.1 0569 Copyright Flood C—Ming 2006 1/4 EXTERIOR OSB 2x4 SPUD WALL 1/2"EXTERIOR OSB 2x4 STUD WA z—zxa cgNr slLL 2—zxa cgNr SILL m (p17 W/ /1"m JOINT FILLER 24' (PT)W/ /p"m AN BOLTS O SEE ARCH. DWGS. }4 DOWELS O lY ANCHOR BOLTS O 4'-0"O.C. FOUNDATION 4'-0'D.C.- CONCRETE WALL BEYOND 24• CENTER OF SPUD WALLS ON JOINT FILLER m SLAB ON GRADE CENTER OF HAUNCH SLAB SEE ARCH. DWGS. .� FINISH EXTERIOR FINISH EXTERIOR- GRADE VARIES ,. 2x4 SPUD WALL GRADE VARIES CONCRETE W 7; FINISH EXTERIOR CONCRETE SLAB ON GRADE GRADE VARIES SLAB ON GRADE ^fy 2-zxa qNr SILL AN W/ /4'm AN BOLTS O I I 4'-0'O.C. CONCRETE SLAB ON GRADE �' CA w 2—Ns TOP&aoTroM s " } N 2-5 TOP BOTTOM 2- 5 TOP&BOTTOM 5 CONTINUOUS o3 CONTINUOUS ni I CONTINUOUS < I J Le n x I - I , •> ,. II Iff "5 BOTTOM CONTINUOUS N4 O 12"o.a 3-}4 BOTTOM •i , -� CONTINUOUS SEAL CONTINUOUS BOTTOM 2-}5 BOTTOM CONTINUOUS 2'-0' }a DOWELS O 12'o.c. }4 DOWELS O 12'o.c. - 2'-0- N4 DOWELS O 12'o.c. - ALTERNATE HOOK ALTERN ATE HOOK ALTERNATE-HOOK DETAIL DETAIL DETAIL DETAIL 1 2 .J • _ 9 .3 .m 4 SCALE. /4=1'-0' SCALE. /4=1' 0' SCALE. /4 1'-0' SCALE. /4 1'-0' }4 DOWELS O 12" 24" 24- FINISH EXTERIOR GRADE VARIES -CENTER OF STUD WALLS ON CENTER OF HAUNCH SLAB 2x4 STUD WALL CENTER OF STUD WALLS ON ._ 0 2-2x4 CgNT SILL CENTER OF HAUNCH SLAB ; - (PT) W/ /yam m ANCHOR BOLTS O 2x4 STUD WALL 4'-0'O.C. — 2-2x4 C NT SILL 10'WIDE x 8'HIGH CONCRETE SLAB ON GRADE 9 CONCRETE CURB CC (�w/ / m REINF.W/2CONT. ANCHOR BONS O 2-2x4 Ni SILL 1;. Gg 0 �+ m q N ANCHOR BOLTS O ? j Q 4'-0 D.C. d 3j 2-}5 TOP&BOTTOM G•• 3 1 r CONCRETE SLAB CONCRETE SLAB ru CONCRETE SLAB c CONTINUOUS �' �.,_ Z ON GRADE ON GRADE ON GRADE d ,�, ,� O W a 2—i5 BOTTOM ,i CONTINUOUS , a N0 N 2- 5 BOTTOM `;�° IY �.,'' 'r,4. - }4 O 12'o.G. 3-/4 BOTTOM _ CONTINUOUS �..---� Z W y� . B. CONTINUOUS _ }4 O 12'o.c. 3-}4 BOTTOM B' 8' 8' 2-0' CONTINUOUS AL DOWELS O 12'o.e. 2-0" ALTERNATE HOOK - F =0 y= D U7;"*)ETAILDETAIL DETAIL DETAIL 5 SCALE SCALE 3/4=1'_D. S SCALE:0/4=1'_D. 9 SCALE:3/4 e1•_D. p M1 a be�l - - d�Y.�Y ie�rw�b a fine rwewr ma m0 b utl l4'N tlW yso6 Ala atl !�bmn4 mVM s Role!F m,l ' - fan�Illenl tl,ntlr•apmJ nMn aww�0 ' oq.Y��IIIfB flat fa�My.M rylOn - - - ibetl Q✓�✓m M b l�ml b ' ae`�..aai°l.�'m'urdsme��'w�ir us.'an nun amm,e.Rn un mm�anm.� DATE JANUARY R Z006 • DRAWN:: SIT REF. SCALE AS NOTED 5 5 3—}4 TIES NO DATE REVISIONS O 6'o.c.TOP ' BALANCE O 12'o.G: 01 12-08.06 Exo fKW1R mVE G A 02 01.11.07 L411ED 0R CONSTRIICIION C 04-0$07 CONf2ETE 3AB RMION D 04-06.10 UN A 7TN E0.REVI31011S. E F 08.22.11 mm G BIM ED.REMIM G 10-01.14 RN B BTN E0.REVWONS a REF �14 i; I' 4-44` T TOP OF PIER EL. = 99•-0' CONCRETE DETAILS Pi S3.1 TYPICAL PIER DETAILS 0569 SCALE:3/4-1-0" Copyrf6ht Flood ConsulUnG 2006 - _ i HORIZ BLOCKING HORIZ BLOCKING T WHERE REQUIRED WHERE REQUIRED at 2x4 STUD WALL 'q FLOOR JOIST p S/B GYPSUM - s/6'GYPSUM SEE PLAN FOR SIZE W WAL 8 D - WALLBOARD - &SPACING 1�y 3/i T&G 3/4 T&G 3/4 T&G 3/4 T&G 3/i T&G t♦ y o PLYWOOD o PLYWOOD PLYWOOD PLYWOOD - - PLYWOOD • N N FLOOR JOIST �' FLOOR JOIST 4z SEE PLAN FOR SIZE �/,••:. - SEE PLAN FOR SIZE n � - &SPACING 3"'. '�y &SPACING ;% 9$ ,i FLOOR JOIST •I PARALLAM BEAM FLOOR JOIST PARALLAM BEAM iv TJI BLOCKING SEE PLAN FOR SIZE SEE PLAN FOR SIZE TJI BLOCKING "SEE PLAN FOR SIZE O 32'O.C. SEE PLAN FOR SIZE O 32'O.C. &SPACING &SPACING PARALLAM BEAM SEE PLAN FOR SIZE COW 2-2x4 CONT 2-2x6 GALV SIMPSON ITT - - SEAL 11/4 TIMBER STRAND 'TOY It11/4 TIMBER STD J TOP R JOIST HANGER LSL RIM BOARD LSL RIM BOARD HORIZ BLOCKING HORIZ BLOCKING WHERE REQUIRED - WHERE REQUIRED 1/2'EKIERIOR OS6 Yy EXTERIOR OSB CENTER SHEET AS REQUIRED CENTER.SHEET AS REQUIRED - DETAIL DETAIL DETAIL DETAIL DETAIL 1 SCALE.3/i n1.-0. 2 SCAi c•3/4=1—O• SCALE:3/i-1—O 4 SCALE 3/i-1_O• 6 SCALE:3/i-1_0 5 . i ROOF SHEATHING .2x10 COW LEDGER ROOF SHEATHING 14'PL COW LEDGER ROOF SHEATHING 2x4 STUD WALL SEE PLAN � ATTACH TO EACH SPUD S�p� ATTACH TO EACH STUD S�p� ROOF RAFTER W/3-16d NAILS W/4-1 Ed NAILS !/e GYPSI 3/w GYPSUM SEE PLAN FOR CO) WALLBOARD BOAR _ WAD SIZE&SPACING 2x4 STUD WALL 2x4 STUD WALL 2x4 STUD WALL 3/i T&G3/i T&G ROOF SHEATHING SEE PLAN 0 W PLYWOODPLYWOOD 3/4 T&G 3/4 T&G 3/4 T&G O Z PLYWOOD - PLYWOOD PLYWOOD WGALV SIMPSON U26 ROOF RAFTER ROOF RAFTER SEE.PIAN FOR SEE PLAN FORSIMPSON H2.5 HURRICANE SLOPED HANGER %:y FLOOR JOIST SIZE&SPACING - ANCHOR AT EA TRUSS%Y•"" FLOOR JOIST SIZE&SPACING ''S%° FLOOR JOIST _OEE PLAN FOR SIZE %"' SEE PLAN FOR SIZE "S SEE PLAN FOR SIZE&SPACING GALV SIMPSON.U212 ''�Y!„ WOOD BEAM Z (/)&SPACING &SPACING ;S'; FLOOR JOISEE PLAN FOR SIZE SLOPED HANGER :% SEE PLAN'PARALLAM BEAM PARALLAM BEAM PARALLAM BEAM SPACINWSEE PLAN FOR SIZE TJI BLOCKING SEE PLAN FOR SIZE TJI BLOCKING SEE PLAN FOR SIZE TJI BLOCKING CCOOP RZ-2COOP R2-2x4 Lj ' NO 32'O.C. - O 32'O.C. O 32'O.C. GS T .: 2 V11/4-TIMBER STRAND - LSL RIM BOARD R DETAIL DETAIL DETAIL DETAIL 10(��AIL a ewe R 0 v y 3 3 3 ! e%�Ma 1 u��re�y al Bwe Grllmy mk . SCALE: /4=1'-0' SCALE: /4=1•-0' SCALE: /4=1'-0' SCALE: /4=1•-0' : /4 01.-0 b,ra ab 1>W mt b.tam n r=F ay 2x4 OUTRIGGERS Booe ROOF RAFTER O 24'O.C. SEE PLAN FOR SIZE&SPACING - ROOF SHEATHING 2x4 STUD WALL ROOF SHEATHING SEE PLAN SEE PLAN ROOF SHEATHING - 5/g'GYPSUM 6/g'GYPSUM DATE JANUARY q Z006 SEE PLAN 2.4 STUD WALL WALLBOARD WALLBOARD DRAWN : SIT 3/4*T&G 3/4 T&GSCALE AS NOTED ROOF RAFTER PLYWOOD PLYWOOD - SEE PLAN FOR 3/i T&G SIZE&SPACING PLYWOOD 3/e GYPSUM TOP R—2x4 ROOF RAFTER DATE \\�CONT FLOOR JOIST 00 2-06-06 D REVISIONS IMIE 6LDG A SEE PLAN FOR SEE PLAN FOR SIZE 02 01.11.07 ISSUED FOR CONSmUCMIN D -0&SPACING 04E10 BLOC A 71N ED.REVIxlONS WALLBOARD SIZE& SPACING � F O6db11 61DG C 6TN m.REV6W6 COW 2-2x4 3/9 GYPSUM '��„ G 10-01.14 BIDG 6 6M E0.REVI3gNS TOP R WALLBOARD : TJI BLOCKING SIMPSON H2 HURRICANE PARALLAM BEAM FLOOR JOIST O 32'O.C. ANCHOR AT EA RAPIER SEE PLAN FOR SIZE EE ARCH 1/y'EXTERIOR OSB SEE PLAN FOR SIZE COW 2-2x4 DWGS EE ARC &SPACING COW 2-2x4 CGS TOP It It1/2 EXTERIOR OSB - GALV SIMPSON ITT JOIST HANGER - 11/i TIMBER STRAND LSL RIM BOARD FfiAMNG DETAILS DETAIL - y DETAIL y DETAIL DETAIL SCALE:3/4�1'-0' IL SCALE y/4�1•-0• W SCALE'3/4�1,—D' SCALE_3/4-1•-0• S4.1 0569