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0218 LONG BEACH ROAD
i o k i q m ! a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map a(D S Parcel Application # ) o ` Health Division Date Issued l� Conservation Division 0 ��' Application Fee Planning Dept. Permit Fee -30 Date Definitive Plan Approved by Planning Board ' Historic - OKH _ Preservation / Hyannis Project Street Address Village Vi"AF— , lot �(`' f S5 GZ-�t :y Owner Address 4 �a ut Telephone -= Permit Request j QT-t_;�I®t "' �� � a=� am" � JN. T Y C.. v�i N�� k_. NXE (� u S "�. ca f 5-uv (030 ,S4 U sf% r` s Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation I IS-� Construction Type Lot Size o q C? Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 2 0 Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full IgCrawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing N101N new Number of Bedrooms: existing _§�ew ,Total Room Count (not.including baths): existing .� new First Floor Room Count Heat Type and Fuel: A-Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes N No Fireplaces: Existing New Existing wood/coal stove: ❑Yes-1� No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ,4 No If yes, site plan review # Current Use Proposed Use V-4FS 1 N _T�P'(L., APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �-t �T_ Name -b�CV ��'��� Telephone Number 0 B^ `� 81— J 3s� Address _54"9 tA k Ii-a ST License# C-S — 0 4( 1 ? Z-- Home Improvement Contractor# f �� OZ q Worker's Compensation #O C'k 4Z 0-1-32— 1 N 2Z- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TOB dAVLA� f-'Vk- IGNATUREl A 1' FOR OFFICIAL USE ONLY APPLICATION# r DATE ISSUED _ r MAP/PARCEL NO. k. ADDRESS VILLAGE OWNER 4 DATE OF INSPECTION: x ,. UNDA_T,ION'.Q f',(. -3% -t; IDA+ � i' FRAME Z3IS INSULATION_;: x FIREPLACE R 4 _ _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL FINALBUILDING DATE CLOSED PUT ASSOCIATION PLAN NO. s Y710 COMMOnweakh 4f rise chmsefts De,whumt offniha&id Accident's ' 60#W4G h-&igfo'x meet r Boston,,MA 02U.I Workers' Compensation InsuranceAffidavit:Builders,Contractors/BlectriciansfPlumbers Applicant Inf6rrmation Please Print Legibly Name C,-14 Ne�D-Ty 0 .13 LA i �-i��-�, ( n c, CityfSfat&Zip: F;a,L4,1 vLA.I Phone 9: - 8 35� Are you.an employer?Checkthe appropriate bo= T , of project r uire _ 4_,N I am a general contractor and I � Pr . c ' 1.❑ I am a employer with 6_ New ccrostrtsctrou employees fall andlor me * have hnvdthe su'b-con-taactors �� � � �'_ Remodeling 2❑ I am a sole proprietor orpartner listed on the attached sheet~ -� g ship and have no employees These sob-contractors have g_ ❑Demolition: working for me in any capacity_ earployees and have workers' 9 �Building addition [No workers'comp.insurance comp.ins ra 1 required-] 5_❑ We area corporatim 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'routs- right of exemption per MGL 120 Roof repairs c.15Z§1(4),and we bHve nog insurance required-]T 13_❑fltl7e[ employees-[No workers' comp-insurance required:f *1�uy sppbzaatthat checksbox g1 mrast also fill out the:sectionbelow shmwing ih&vro�eis'compenssd-policy iuR—fi+m+ Idumreowneis whir submit this affidavit in&cstiag dtey ate doing sA scot sad ffim hire trutside c—tr-mrs nmst submit a near affidavit imdics#ng such_ tractors that cheek this box must attached su additinnal sheet d urm-mg the mane of 1&e sots-moors and state whether onaot fibase entities have employees- If the sub-cantractars hive employs,they must Provide their warkets'toms policy number .L am art employer Mat isprmidinng workers'co Weruaffen imsrtrratce far my e-rrrp£a eyes--HeL?w is thapali j and}ob site informat&IL 1 f /� Insurance Gompany Flame: A c-f-Di, 1, PoRay t9 or Self rnfi_Lit-;ff •� sJ l FXpLi3fiflrlDBto: (.J O Job Site Address: �1 ) C- ���C RD- cityistawz p: L ik--�Ry 0—cl AttacIt a copy of the workers'compensation policy declaration page(showing the policy number and expn-ation.date). Failure to secure coverage as mquiredunder Section 25A.of M-GL c, 152 can lead to the imposition of criminal penalties of a fine up to$1,50LIOD andlor one year impris as.cell as civil pertaffies in.the form of a STOP WORD ORDE -and a fine ofup to$250.00 a day against the violator_ Be advised that a copy of this statement maybe forwarded to the Office of Im estigations of the DIA for insurance coverage verific ation- da hereby carte;fy ander tltspains andpenatties ref ury atfhe in, or id&nprovidedabove is hua and correct � ....,.-+•a►� Date:P �' 2-0 l'— Phone Ductal rise axigy. Da not write in f ds area,tat be completed by ciV or town o ffiziaL City or Town:. PernntfLicertse ig Ls -ning Authority(circle one): 1.Board of Health 2.Building Department 3.Oityf Town Cleric 4.Electrical Inspector S.Plumbing fuTector 6.Other Contact Person. Phone#: 6 i Client#:3248 2NEWTONCH ACORD. CERTIFICATE OF LIABILITY INSURANCE DATE 111912/19/201D/Y4 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 NAME: Dowling 8r O'Neil PHONE 508 775-1620 FAX 5 Insurance Agency MA °'Ext: ac,No: 087781218 IL ADDRESS: 973 lyannough Rd., PO Box 1990 Hyannis, MA 02601 INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Acadia Insurance INSURED INSURER B C.H.Newton Builders,Inc. INSURER C: PO Box 399 INSURER D West Falmouth, MA 02574 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: ; 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 TYPE OF INSURANCE ADDL SUBR POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICYNUMBER MMIDD MMIDD A GENERAL LIABILITY CPA005747625 1/01/2014 01/01/2015 EACH OCCURRENCE $1 000000 X COMMERCIAL GENERAL LIABILITY PREMISES Ea oNT,,ence $250 000 CLAIMS-MADEFil OCCUR' MED EXP(Any one person) s5,000 X1 BI/PD Ded:25O PERSONAL s ADV INJURY $1,000,000 GENERAL AGGREGATE $2,OOQ,000 GEN'L AGGREGATE 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 Per accident $ UMBRELLA LIAR HOCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DEDT I RETENTION$ $ A WORKERS COMPENSATION WCA007321122 1/01/2014 01/01/201 X WC STATE- ER AND EMPLOYERS'LIABILITY - TOR, YIN N ANY PROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $SOO OOO OFFICER/MEMBER EXCLUDED? � N 1 A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable-Bldg Dept. SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE g p THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S141794/M141793 LS1 I • f• U Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License; GS-046192 ' IDAVIiD L NEWTON 106 WHffMAR JW "1 Colnit MA 0263 : r •3 Expiration Commissioner 0 911 9/2 0 1 5 •A I/Q/91r.J:ra di.,(4 C� Office of Consumer Affairs&Business Regulation -= OME IMPROVEMENT CONTRACTOR = egistration: 107888 Type: Expiration:__ 8%10/`0;1i6 Private Corporation, C.H.NEWTON BUILDERS`l INC -=.,:.: David Newton 549 Main Rd 28A g W.Falmouth,MA 02541 Undersecretary L ut If. LU I t > c 7 v o on c � L w h � � � O CT al - � e Town of Barnstable Regulatory Services Richard V.Scab,)Director s ♦ _ °r�aMat�� Building Division 200 Main Street;Hyannis;MA 02601 www.town.barnstablema.us Office::508-862-4038. Fax: 508-790-6230 Property Owner Multi Complete and Sign This Section If using A Builder z� G ,as Ownezof the subject Property:ert y_ . here to act on my behalf, by authorize �• 14 �06J/ AJ in all matters relative to work authorized by this building permit application for. (Address of rob) - tJ`'!-At Poo1fences and alarms are the responsibilityof the applicant.Pools are not to be filled or utilized before fence is installed and:a final .sped ons are performed,and accepted. /1K � 9 Signature of Owner. Signature of Applicant Pxznt atpe Print Name aa C Date I Q:F0RW-.0WNHRPMWSSMW00L3 i q A,�o R 1 E°. JOB SUMMARY REPORT Newton 218 Long Beach Rd Beams.4te O1 Dormer Roof Beam Level_,,,_,.., �. � .• � � � � :> Member Name Results Current Solution Comments Roof:Flush Beam Passed 2 Piece(s)1 3/4"x 9 1/2"2.0E Microllam@ LVL 02 Sunroom R?t! a�zisttn Level ��� g 9 Member Name Results Current Solution Comments Roof:Flush Beam By Others Passed 1 Piece(s)3 1/2"x 14"24F-V8 DF Glulam 03,:First Flogr Headers Leirell , Member Name . Results Current Solution Comments " Sunroom PE:Flush Beam Failed 2 Piece(s)1 3/4"x 14"1.9E Microllam@ LVL Sunroom 4te':Flush Beam I Passed 12 Piece(s)1 3/4"x 16"1.9E Microllam@ LVL 04.Pantry/13edrpotlt Clo Lever Member Name a a Results, Current Solution- Comments e m� Floor:Flush Beam Passed 2 Piece(s)1 3/4"x 9 1/2"2.0E Microllam@ LVL is t. iG II ii " 11/24/2014 3:45:15 PM Forte Software Operator u :!Job Notes. J Andrew Shakliks The Cottage Forte v4.6,Design Engine:V6.1.1.5 Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 1 of 6 I �' 0 T ® MEMBER REPORT Dormer Roof Beam Level,Roof:Flu sh Beam PASSED - 2 piece(s) 13/4"x 9 1/2" 2.0E Microllam® LVL Overall Length:12' 0 0 12' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual 4 _.. T Allowed Result LDF Load:Combination(F+attern) System:Roof n Design Results �tuai @Loat,on` Member Reaction(Ibs) 2155 @ 1 1/2" 7613(3.00") Passed(28%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 1781 @ 1'1/2" 7897 Passed(23%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 6199 @ 6' 14719 Passed(42%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.193 @ 6' 0.587 Passed(L/732) -- 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.329 @ 6' 0.783 Passed(L/428) -- 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Deflection criteria:LL(U240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 12'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Bearing Loads to Supports(Ibs) Supports- - Total%.Available,, R aired Dead, Roof Total Accessories e r e9 Live 7, _ 1-Column-SPF 3.00" 3.00" 1.50" 895 1260 2155 None 2-Column-SPF 3.00" 3.00" 1.50" 895 1260 2155 None Tributary' Dea Roof Live Loads q Location 4 Width (0.90) (mwsww:1.25) Comments 1-Uniform(PLF) 0 to 12' N/A 140.0 210.0 Roof 30/20 TO ----- --— - — Weyerhaeuser Notes (2j)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by PE Plans Dated 11/18/13 Forte Software operator `- Job Notes`. 11/24/2014 3:45:15 PM ... "J Andrew Shakliks The Cottage Forte v4.6,Design Engine:V6.1.1.5 Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 2 of 6 " MEMBER REPORT Sunroom Ridge Existing Level,Roof:Flush Beam By Others PASSED O 1 piece(s) 3 1/2"x 14" 24F-V8 DF Glulam Overall Length:19' 0 0 19 n 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual IZe51 Jn R SUMS av Actual @ Losatlon Allowed '. Result LDIF Load:Combination'(Pattern) :; System:Roof Member Reaction(Ibs) 4151 @ 2" 7963(3.50") Passed(52%) -- 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 3513 @ 1'5 1/2" 10821 Passed(32%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Pos Moment(Ft-Ibs) 19030 @ 9'6" 28583 Passed(67%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.484 @ 9'6" 0.933 Passed(L/463) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.829 @ 9'6" 1.244 Passed(L/270) 1.0 D+1.0 Lr(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(L/180). Bracing(Lu):All compression edges(top and bottom)must be braced at 19'o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Critical positive moment adjusted by a volume factor of 1.00 that was calculated using length L=18'8". The effects of positive or negative camber have not been accounted for when calculating deflection. Applicable calculations are based on NDS 2005 methodology. l3earm ,s4 9,> r o Loads to Supports(Ibs) E I, Supports g_ ,�;a Total s Available; Required Deady Live Total Accessories 1-Column-SPF 3.50" 3.50" 1.82'! 1728 2423 4151 None 2-Column-SPF 3.50" 3.50" 1.82" 1728 2423 4151 None u �, „, Tributary Dead a Roof Live Location uyidtli T Loads' ,.„ _ - , � (0.90) (non-slow:1.25) Comments 1-Uniform(PLF) 0 to 19' N/A 170.0 255.0 Roof 30/20 7'6" Member Notesi For loading purposes only r WejerhaeuseC NOt85 (tj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by PE Plans Dated 11/18/13 Forte SoftwareOperator Job Notes €_I'If. 11/24/2014 3:45:15 PM J Andrew Shakliks x The Cottage Forte v4.6,Design Engine:V6.1.1.5 Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 3 of 6 i A0 O R 1 E ° MEMBER REPORT First Floor Headers Level,Sunroom PE:Flush Beam FAILED 2 piece(s) 1 3/4"x 14" 1.9E Microllam® LVL Overall Length:15' o D 15' 0 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual DBSI JIY RESU(ts `' Actual @ LoEabon Allowed Result LDF Load:Combination(Pattern System:Floor Member Reaction(Ibs) 6895 @ 1 1/2" 7613(3.00") Passed(91%) 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 6376 @ 13'6 1/2" 11638 Passed(55%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 33109 @ 8'3" 30323 Failed(109%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.473 @ 7'6 13/16" 0.490 Passed(L/373) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASO Total Load DER(in) 0.854 @ 7'6 3/4 0.735 Failed(L/207) 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 6"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. a Bearing Loadsto Supports(Ibs) supports Total Available Required Dead Roof Total Accessories Live 1-Column-SPF 3.00" 3.00" 2.72" 3118 3777 6895 None 2-Column-SPF 3.50" 3.50" 2.90" 3313 4046 7359 None Tributa- Dead Roof Live Oat15 _ Location '',Width `p (0.90) (rron=show 1.25) Comments 1-Uniform(PLF) 0 to 15, N/A 60.0 Exterior Wall Load 60 PLF 2-Uniform(PLF) 0 to 15, N/A 240.0 360.0 Roof Loads 30/20 12' Linked from:Roof: 3-Point(Ib) 8'3" N/A 1728 2423 Flush Beam By Others, thers Support 1 Weyerfta er„QUSNOteS ) 'I'� `' '��1' ') ' _. _ (Z�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. 1 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by PE Plans Dated 11/18/13 ;Forte Software Operator ) Job NoN. tes `i NIT 11/24/2014 3:45:16 PM J Andrew Shakliks The Cottage Forte v4.6,Design Engine:V6.1.1.5 Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 4 of 6 i 9 F 0 R 1 C" MEMBER REPORT First Floor Headers Level,Sunroom 4te':Flush Beam PASSED F` G 2 piece(s) 1 3/4"x 16" 1.9E Microllam® LVL Overall Length:15' 0 0 15' 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual D�SIJII�R@SUItS, p Actual,@ Location.a Allowed , Result LDF Load:Combination(Oattem) I System:Floor Member Reaction(Ibs) 6910 @ 1 1/2" 7613(3.00") Passed(91%) 1.0 D+1.0 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 6275 @ IT 4 1/2" 13300 Passed(47%) 1.25 1.0 D+1.0 Lr(All Spans) Building Use:Residential Moment(Ft-Ibs) 33161 @ 8'3" 38893 Passed(85%) 1.25 1.0 D+1.0 Lr(All Spans) Building Code:IBC Live Load Defl.(in) 0.326 @ T 6 13/16" 0.490 Passed(L/541) 1.0 D+1.0 Lr(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.589 @ 7'6 3/4" 1 0.735 Passed(L/300) 1.0 D+1.0 Lr(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 3'3 7/16"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. ' Bearing 5 Loads to Supports(Ibs) — n ,n SUP Total Available, R aired Dead' Lwe' Total Accessories e9 1-Column-SPF 3.00" 3.00" 2.72" 3133 3777 6910 None 2-Column-SPF 3.50" 3.50" 2.91" 3327 4046 7373 None a 1 Tributaryx Read Roof Live Loads _ Location,. Width z (0.90) ,4 (non-smw.1.2s) Comments 1-Uniform(PLF) 0 to 15' N/A 60.0 _ Exterior Wall Load 60 PLF 2-Uniform(PLF) 0 to 15' N/A 240.0 360.0 Roof Loads 30/20 12' Linked from:Roof: 3-Point(lb) 8'3" N/A 1728 2423 Flush Beam By Others Support 1 a^ Weyerhaeuser NO't i2 a Sizing of its products< (�SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that will be in accordance with Weyerhaeuser product design criteria and published design values. 111 Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilibes are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by PE Plans Dated 11/18/13 Forte Software!Operator, Job Notes` 1 1 1/24/2014 3:45:16 PM J Andrew Shakliks The Cottage Forte v4.6,Design Engine:V6.1.1.5 Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 5 of 6 I ,>'' F O R Y E ® MEMBER REPORT Pantry/Bedroom C/o Level,Floor:Flush Beam PASSED IG 2 piece(s) 1 3/4"x 9 1/2" 2.0E Microllam® LVL Overall Length:8'5" 0 0 LJ 8-5- All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual W - w r7n.. .m — _ — DQSI n Re' (. ) System:Floor g SU Its. Actual @ Location Allowed Result LDF Load:Combination Pattern Member Reaction(Ibs) 3989 @ 2" 8881(3.50") Passed(45%) 1.0 D+0.75 L+0.75 Lr(All Spans) Member Type:Flush Beam Shear(Ibs) 2872 @ 1'1" 6318 Passed(45%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-Ibs) 7507 @ 4'2 1/2" 11775 Passed(64%) 1.00 1.0 D+1.0 L(Ail Spans) Building Code:IBC Live Load DeFl.(in) 0.130 @ 4'2 1/2" 0.269 Passed(L/748) 1.0 D+0.75 L+0.75 Lr(All Spans) Design Methodology:ASD Total Load DeFl.(in) 0.209 @ 4'2 1/2" 0.404 Passed(L/464) 1.0 D+0.75 L+0.75 Lr(All Spans) Deflection criteria:LL(L/360)and TL(L/240). Bracing(Lu):All compression edges(top and bottom)must be braced at 8'5"o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. a Bearing Loads to Supports(Ibs) r.m xe a?3 A :.: - SU OlitS Floor: Roof pp Total ;.Available: Required dDead Total Accessories •- � �°�" Live Live 1-Column-SPF 3.50" 3.50" 1.57" 1512 2357 947 4816 None 2-Column-SPF 3.50" 3.50" 1.57" 1512 2357 947 4816 None Tributary, Dead Floor Live Roof Live Loads, Location' 1�Vidth ` (D.gO)� ("06 (non-snow:1,25) Comments 1-Uniform(PLF) 0 to 8151, N/A 140.0 560.0 Second Floor Load 40 10 14' 2-Uniform(PLF) 0 to 8'5" N/A 60.0 - _ Exterior Wall Load 60#PLF 3-Uniform(PLF) 0 to 8'5" N/A 150.0 225.0 Roof Load 30/20 7 6" Weyerha6user Notes %,, �;it �SUSTAINABLE FORESTRY INITIATIVE warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.Refer to current Weyerhaeuser literature for installation details. (www.woodbywy.com)Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards. The product application,input design loads,dimensions and support information have been provided by PE Plans Dated 11/18/13 Forte Software!Operator 'i Job Notes" 11/24/2014 3:45:16 PM Forte v4.6,Design Engine:V6.1.1.5 J Andrew Shakliks The Cottage g g Mid-Cape Home Center 218 Long Beach Rd Newton 218 Long Beach Rd Beams.4te (508)398-6071 Centerville MA ashakliks@midcape.net Page 6 of 6 E4W&Gidde try Wand CflriS-&-�ri ut ffigfi KgdAreas:110,eupff RudZove' ` Massachusetts Checkf it fir Cara�gMCe(7aa L-RIZ530 2 r_t)f - - Rr c11= Cbmplia_ncc. Wind&peed(-�-ses,gusf)_ _ _ - Wind,Ex?Dsue'Cafeg ........._.._. »_.:.... .__._ .._. _: _ . _ __�.... _..1117 mph Wind Fxposi M Gafegory.............Engineering Requhed For Etm project UTY _ _.. --_ .......__..-_.0 ✓ ' 1Z-Nurnf�er�smries(a tonf�rhictt exceeds a#In 12 sID a shaII be ............................ "....... ' R F considered a sfiory} '� stnrles SZ stories ✓ ' Meant Roof ............ (Fig 2) _._ _._.____. __ :I Z_<I212 ✓ Bgtrfing +idfh�IN_. .__._,__.-..._.-___. _._ _ �[Ff�3�W.__._-----._ Building Length,L _ ._.__.».__ _ ._ ( � s 8f�' 8uiifdin Asp __. _r ---(Fg 3)---_.....---..___.._____-. . B:l"'ft c8p` ✓ KDminat Height offal)OpeningZ [Fg %5 3 7 ✓ 1-3 FRA&UNa GORNECi oNs Gene'r-al compIfanmwah fraining c�nnecCions...._. (TalaieZ}___ ._. _ �__ ✓ 2-1 FOUNDATfC3N FAtii:dafion Ytpp ME efing requirarnerds gf 780 CMR 5404.1 aT/F 2 ANCHORA�ETa r-6u tl0AT1QI,t4A - 818*Anchor BnIsimbadded or 50 mpiietm mechanlcat•Anchors as an'attarnakve in concrete only B�ttSlracing_generat_ :[Fable4}. ' Bolt Spacing from enrlfjoint o€ Late.......... __ _._. _ in. % . - Boit Embedment- cona� _� __. ��.Fg 5... ___-_�-___.��_ _ �12". BolE Embedment-masonry-._._.»..._ _[l=fg5)— —'I; r A/A/ Plate W?sher.._. _. ..._ �___-•--(Fig 5}. .___ _ _ ____.__._� in _ f5' 3'x r-x Y" Aim X-t FLODR& . Fiaor framing rneinber spans ctrr eked' ___ ___ _(per 780 CMR Cha ter Maximum FloorOpening'Dimensioti_ P Full Height Wall Siuds at o _.....___._i.._ [Fig 8).. __.__. _ _.,____�_......_. 'cft<_ F!o r Qpe mps less than 2 from Exterior Wall(Fig 6)... ............ MMntrm.F7aorJolstSetbacf,s _.__.._............. Suppof ing Loadbearing Waifs Dr Shsarwal!___.____pg 7).. . I+4aximum Canfilevered FloorJoisfs Suppodng Loadbeadng WaRs or SheamU. FlooeBracing at i ndwaft.._-._--.----_.-._--_ .._.__-^fig 9� ._ �___ - . _._ ____ifi-`d N✓�T FioorShegthing Type '--- ------------- Roar 8heathing1biclmess.�...___.. CUR Sh terra) __.__ _ ___. ✓ r heafhing Fastening_.....__:._ to in edge f l�infield ✓ 4,1 WALLS S - Wall Height Laadbearing walls..:.__, (Fig 10 and Table 5)_._ ff s 1fl' ✓ %it-Loadbearing-Waifs.._.__. 10 and Table 5}------_. ..._._---.�{ffi's 2Q` half Sh td Spacing - (Fig 14 and Table v e W'afl sfD y Dffsefs 5)___ /Silo,_24"rkc c�� _ _.[Figs7�B}__.� - 4.2 bCTFRlQR':WA L . WDOd suds • Luadbeadng tira[Is=.. _.._._.,._._.._._.[Tal�lr��)_..-...:.....___..__..__._.2x,�J •-�I�f�,__��Zin. _ ' Noti-•I_oadhearing•Y�ICs.._._.__--.._._,_......_.._._.......:__.(€able 5j.._....__........_---..-_2x (,�-12�� 1 in, -✓ Gable End Wau Bracing t Full HHrrlghl:Endwall Studs 'Gyp--um Gei7ing Lengfh[ifWRP not used)...; --=(Hg 11.). - and 2 x 4 Gonfinpous Oral 8mLa @ B ft ma P mg furring drips @ 16*spacing min.u��x 4 bfarkitig @ 4 fr,spacing in end'Dist or ln�ss ba ft or 7 3 I � Double Top 'Splice i enA - --(Fig 1.3 and Tabla 6)___.. _.__._._. _.._. it -'pike Cbnnm1Dft(na,o€16d m mmc>n nails)-..-.._....._.(Table f `stride s l� sad C`orxs ruc tart At F 'jfd Araav, 110 afP11 W1,nd ',afte _ •. � I��a��a�I������..C�ec�������.`���, . rc�.c�'s�,,���z?;s�fa�.7 r.r�r - Loadbearing Waif GonrrerdionS ` Lateral(nci.of 16d rPmMon nails)._..._..._:__. .._...(Tables 7)_..-__._-_..__.___...__._ Nrrn-L'oadbeadng Wall•Cannections Lateral(no,of 16'd commotr ........--Load Bearing Wail:Dpenings.(nerd.fargesf opening,butcheekalfopenings.fur.Pvn)prrBnPE,,a!a5kL2) _. .... Header Spans ._._._...._._.__..__.� -_...._ .(Ta6Je.8}. -_.___.. '� it 'L fn.S Sig Plate=Spans _.......---------(Table 9) __....................�it Z Irr.< i1• �.�' �/.: FLA Height SfUds(no-of studs)_._—____.. »,....(Table 8f._... ..__. ...- ._.�».w.___ :__ _- . C/v kv Non-Load Bear g Wail Openings(rewid largest opening bill check all openings for compliar►ce to TaND B) Header Spans... 12ft O In. 12` Sig Plate Spans.._, Full Height Studs(no.of surds).... ......-._ -__ -(Table SdeljorWall Sheathing to Resist Up rflt and shear Sfmultaneously'r ' ' - _ Minimum•13urlciing Dimension,W - c�� �i t Nominal Height ofTaJlest Dpening2 .__...._.............:. -.._.--_-- _-----_--..._. 6`B t, .ShbathingType ___ _ _. -_(note "PVA,�xP r, l.r Feld Rail Spacing. _ .__ �_.-_ _ _...(Table 10) Shear Connection(no.of16d common nails)(Table 1D): % V. 5%Additional Sheathing for lrifall with Opening}W-r(Design Concepts')._-....____ 6liaximum Bulicffng Dimension,L • Nominal Height ofTallestDpenin? .__.-.-.-_-»--------------.........._......»_.._-.._........_._to «,&K ✓ V.I Sheathing Type _... __-----_ . _ (note�).__..�..__-•------.._».____k�J 11� cif , XQ.! �-V I.r Edge Nail Spacing__ __ .-_____._. __{fable 11 ar notB 4 Field Nail Shear C�dnaecllon(no.of 16d common riffs)(Table 11)- -----.:........... Percent Fu1J-l-feightSheathing _ __(Table 11)___ __--•--.--_-- -___. % • 5%Additiott_a I Sheaf€lingfnrVlra11 Wi'ih�Opening ti't3"(D tgrt n p } __ , i Mali Cfadding _ / Rated far Wind Speed?--.--.---- t/ ' Rc7r1f Raming rnerrrber spans checked?:..____..__..[For Ratters use AWC Span Tool,see SBRS Websits) N �toof O rfiang _. -.._ _- •_-._---(Fgut a 9) _ ._ <_smaller of 2'or U3 Truss or Ratter Connections at Loadbearing Walls _ Proprietary Connecbrs C,Aw Lateral..... pif U-�tv - •Sheacr-..___...._...^.._:.._---..__.(Table 1Zj.-_._...___._,__...-.._._.�_._._.S= •pIf: C,� N . .F dge Siz ap Conne.clJons,if collarlies not fised pet'page 21... (t"able 13).._ .._ _____T= pff Gabla Rake Oudooker_•_„-_..._-.__.._:__-------__---- Fi ura 2D' \ ( g )_ �S l€.5:Smaller of 2`of t_I2 ' Truss or RatiL-r Connections at Nua--t-oadbearing Walls Praprietary Connadgrs Uprirf__. _.___ _.__._____ :(Table 14)._.__.__-_----___..___ tl= 16. Lateral(no.of.16d common nails)_(Table 14)._.........................-. ..-_..-L= • Ib. (pet t BD.PIER Chapters 5&and 59} Ro6.f Sheathing. hic n.Ess_ __ _r: _. __ _._ _ ' irL?•f1w WSp G� Roof SheaUng Fasfening. ._ _ _.__:..�.(Table 2)_..... _ __..._...._.__. -._ a/ A S Ylb S v '.dates= f• :This chacldisf:sized be met ON entirety,exclr,ding the specific option noted in 2,ta•comply the requirements of 73CI r-MR-53R1.2.1.1 ltem 1.if the checklist is met in its entirety then the follDv ing metal sfraps and hold dawns aril not required per the WFCk4 I10 mph f�utde: a. Steel Straps per FggM tE - ia. 2D rage Straps per Figure`11 ' c. UpI•dt Sups per Rgtere 14 ri All maps per Figure 17 i~, Comer Strad Hold Downs per Fgma Uta and Figure 18b. -Exxpt!=Opening helghft of up to a fL shall be permitted when 52A is added tb fire pmDent fu&height sheathing - 'regrirretrFents shdwa in Tables 10 and 11. wafis shall ba a M.W unr 2 in.non*W tivr_kriess r'essrrra trued - _ The bottatn sill play rn eXtenac . . m _ _ _ p -�' .' ' `WYC Guide to Stood Carrstrtrat!Drt iri yigi,9rxzdA easy 110 rripfr fNkcf2arx'e . assacllusettk Checklist for CbMpfiance(rso c&jR53at 2-j-1)1 a. From Tabies-111 and 11 and location of wall siieathingand 8uildrngAspectRafl❑,deiEFminsPerrexitFu>1 Height Sheathing and Mall Spacing requirements ' _b. Wood Sfrucbial Panels shall be minimum thickness of 711 6`and be itisblled as follows - L Panels shall be installed wM itr ngth a7ds paraAei to studs, occur over an tiaiied tb framing. iri On single story construtiion,panels shall be attached to botfn[n plates m and t❑p me ❑f the double P�P am- . iv, OR bAD story canstruc4an,upperpanels shall be attached to the tnp rnember❑f the:upper double t❑p plala and ID band Joist at baiiom of pane.J.Upper athdlimeht of lowerpanel shall bd made in band joist and lower affachmpnt trade tb Joutest plate at first floor framing. V. HorizoriW nag spacing of doubJe top plates,band joists,and girders shall be a double row of ad sfaggered 6t3 inches on center per figures below:Verfical and Horimntal"Nailing lbr Panel A fachment 5. ,Gfa�ing proiacftl:a)new house or Wzantal addition—required if project is f mile or closer to shore(generally,south of Rfe.28 or north of.Rfe,6) b)vertical addition—nat required unless there lS eXknsfve ranavation to the first floor c)replacement`vriridows•-needs energyr.onservatlon c❑mpGance only(chap 93) - a.Wood Frame Consfrucitorl Manual(WFCM)for III)MPH,Exposure E.may be obtained from the American Wood Council (AWC)wabstte. , �iartFnsn�xssrsnrt . A�4tx t�sa rJkrig . 'Arm u i At r Itr rIt tt Itj r ti it @ d• t 1= 1 1! mCIIt Lt Aq 09 i EC r r t l er { PldJT3 _ - s"tdYd t N%PATTEFU �`� �� � r2Qtit3t.E6L41[..E�]C,•IEs�Ac�YGr�T"A1, - See Dalell oil Jdsxt Page -Vertical and Horizmhl Haifng far Park-4 Attachment Vey- J and Hafkonw I4afring for Panel Aj!ach nE!nt. ' ' CHN , C.H. NEWTON' BUILDERS, INC. November 19,2014 Town:of:Barnstable Building Department 200 Main Street Hyannis,MA 02061 Attn:Tom Perry Dear Mr.Perry, �C H.Newton Builders,Inc.will provide the Building Department certificates of Insurance upon hiring of subcontractors. Application Number: Thank you f r your assistance in this matter. David Newton C.H.Newton Builders,Inc.:.. 549 West Falmouth Highway, PO Box 399,West Falmouth,MA 02574 • ph 508.548.1353 •.fx 508.548.5330 98 North Washington Street#202, Boston,MA 02114 • ph 617.723.4567 919 Main Street, Osterville,MA 02655• ph 508.428.9013 175 Varick Street, New York, NY 10013 • ph.646.664.4474 chnewton.com : P ECT NAIL. %�o� ADDRESS: PERMT# M PEANUT DATE; f �: o D LARGE ROLLED PLANS. A o SOX ?Z SLOT. ace Data p entered In M1�PS ro am on l BY:- q/wpfdes/forms/archive. Town of Barnstable Regulatory Services • &uws'rABLE, nL►ss. Thomas F. Geiler,Director Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 October 8,2013 George&Kristen Haseotes PO BOX 370 Norwell,MA.02061 RE:218 Long Beach Rd.,Centerville,Map 205 Parcel 003 Dear Property Owners, This letter is in response to permit application number 201306586.Unfortunately,this office is can not approve the application at this time for the following reasons: 1) Property is the subject of an ongoing violation of 780 CMR in which work was performed without \the benefit of the proper permits and subsequent inspections. 2) The property currently has an open permit(201204286)-which.is.lacking final building inspection. Please do not hesitate to contact this office with any questions. Respectfully, Wauz on ctor 508-862-4034 iefftey.lauzon@town..bamstable.ma.us CC: Gillmore Marine Contracting,Inc. • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application C J Health Division Date Issued Conservation Division Application Fee Planning Dept. Pe it ee l -6.(.0 ✓r) V Date Definitive Plan Approved by Planning Board n Historic - OKH Preservation/Hyannis Project Street A dress f� Village e Owner L Add Telephone Permit Request lD Square feet: 1 st floor: existing proposed 2nd fl or: exist g proposed Total new Zoning District Flood Plain Groun a r Overlay Project Valuation �. construction pe J Lot Size Grandfathered: ❑ s ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Mult amily (# units) Age of Existing Structure Histor' es ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl Walkout Other Basement Finished Area(sq.ft Basement Unfinished Area(sq.ft) Number of Baths: Full: exis g new Half: existing new Number of Bedrooms: existing —new Total Room Count (not includin at �): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ ❑ Electr' ❑ Other Central Air: ❑Yes ❑ No Firepl es: Ex' ting New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new siz ool: ❑ existing ❑ new size — Barn: ❑ existing ❑ new size— Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size — Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial LJ_Y4a,9 ❑ No✓Is, site plan review# Current Use l V I Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name v/4ti �/Vf Telephone Number- 11 ` VV T_ Address License Home Improvement Contractor# - Worker's Compensation # (�f 0)V2q 15Z l3 ALL CONSTRUCTION DEBW RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE f FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER R� DATE OF INSPECTION: FOUNDATION: FRAME INSULATION •'`` FIREPLACE ELECTRICAL: ROUGH �r -FINAL + PLUMBING: ROUGH FINAL �'`•- '� GAS: ROUGH FINALN ` FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. r . r �IMME Town of Barnstable Regulatory Services iY Y • BARNSTABLE. ,Koss. $ Thomas F. Geiler,Director .s6;q �m ArFO 39 Building Division Thomas Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230' October 8,2013 Gillmore Marine Contracting,Inc. Attn:George Gillmore PO BOX 586 Cotuit,MA.02635 RE:218 Long Beach Rd.,Centerville,Map 205 Parcel 003 Dear Mr.Gillmore, This letter is in response to permit application number 201306586.Unfortunately,this office is can not approve the application at this time for the following reasons: 1) Property is the subject of an ongoing violation of 780 CMR in which work was performed without the benefit of the proper permits and subsequent inspections. 2) The property currently has an open permit(201204286)which is lacking final building inspection. Please do not hesitate to contact this office with any questions. Res ectfull , auL zoo Local Inspector 508-862-4034 jeffrey.lauzon c@town.barnstable.ma.us CC: George&Kristen Haseotes f a gg �g� VASEIR ylx pF wS gpKvs Jn MQQ4��® rr ,�. ft:®#' S ' ,w APPR4XIMA1.E TOP'-OF' CHANNEL T CENTERVIME TIDAL RIVER F LoOD a a i w w. c�. w. L �' WAS -•�:I I � o STpN TERW: > I;zl �tber.g.. A 1`0 �' t1n9 a Stairs i;I GO y l-d -LOr Crated Tres W LL I' I , ,, • FACE pF WA i -MARSW . I I aOG� qs` ML' ;;r,; c� .R, �.1 'w• : �roj CONCRETE WALL NE. - CAL _44 Q w LOT 2 w 10 20 25;583.f S.F. . 2 :p SCALE: 1"=20' PLANS ACCOMPANYING PETITION '4F N GE,ORGE & 'K.RI'STEN .HA$E,OTES TO CONSTRUCT AND MAINTAIN A 'PIER ON CENTERVILLE RIVER SHEET 2 OF 4' neTF• nCTOBER 29. 201:2 rFNTFRVII f.E. MA. Sd8 3-4Z 4f6)34) ak ! 1�"7I13 Commonwealth of Massachusetts Sheet Metal Permit Ma Parcel XPRE 7�6 Date: Permit# NOV -4 2013 Estimated Job Cost: $. 16on Permit Fee: $ r� W) TOWN OF BARNS I � Plans Submitted: YES NO s-Weviewed: YES NO Business License# Applicant License# C Business Information: Property Owner/Job Location Information: Name: Name: f¢�bTe IJ.J �90) ovv�.� Street: _1 \ �AQ\Kd 'a19- t �� Street: &qq \ sow,,, city/Town: �e city/Town: Cf'f1Teev 1 11 Telephone: f-)m f Tel one: Photo I.D. required/Copy of Photo I.D. attached: YES NO staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq. ft. /2-stories or less Residential: 1-2 family/ Multi-family Condo/Townhouses Other Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number ofrStories: Sheet metal work to be completed: New Work: Renovation: HVAC Metal Watershed Roofing Kitchen Exhaust System Metal.Chimney/Vents Air Balancing Provide detailed description of work to be done: � � + r.)9. n0 Cf(Dv,) . INSURANCE COVERAGE: I have a current liability insurance policy or its equivalent which meets the requirements of M.G.L.Ch. 112, Yes No ❑ If you have checked Xp&, indicate the type of coverage by checking the appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIV R: I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement.. Check One Only Owner ❑ Agent ❑ Signature of Owner or Owner's Agent ^ By checking this box❑,I hereby certify that all of the details and information 1 have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General Laws. Duct inspection required prior to insulation installation: YES NO Progress Inspections Date Comments Final Inspection Date Comments i Type of License: ly aster i 'itle �\ ry El Master-Restricted T\ ;ity/Town ❑Joumeyperson Signature of Licensee 'ermit# ❑Joumeyperson-Restricted License Number: 'ee$ ❑ Check at www.mass.gov/di2l ispector Signature of Permit Approval '-r The Commonwealth o• Massachusetts .UVDepartment of Indushmial Accidents Office of Investigadoffs 600 Washington Street _ Boston,MA 02111 www.mass.gov/dia Workers' Compensation I4snrance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Le bl. Naine(Business/Orgmn za on/IndividvaD: Address: city/state/zip: � ht C ` ��hone A: Are you an employer? Check the appropriate box: -Type.of i•o ect re wire I am a general contractor and I p 1 q ' 4. 1.❑ I am a employer with � g Q . employees(fall and/or part time).# have hired the gab:-contractors 6. New coastrvction 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, Demolition, working for me ia•any capacity,a employees and have workers' a cit3' co su $ 9. El Building addition o workers' co .insurance �•'mrance. required.] 5. FjWe area corporation and its 10.0 Electrical repairs or additions 3.[] I am a homeowner do' all work officers have exercised their 11. '❑Plumb mg repairs or additions myself- [No work=, comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c. 152, §1(4), and we have no . employees. [No workers' 13.❑ Other comp.insurance regtrired.] *Any applicant that cheeks box#1 must also M out the section below showing thcir workers'compensation policy infamatim_ t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit anew affidavit indicating such. $Contractors that check this box must attached sa additional sheet showing the name of the sub-contractors and state whether ornot those entities have employem. If the sub-contractors have employees,they mostpravidc their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is thepolicy and job site information. Insurance Company Name: Policy#or Self ins.Lic.# 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 Investizations of the DIA for im ra„ce coverage verification. I do hereby certify under the pains-and penalties of perjury that the information provided above is true and correct Si ture:. Date: ) Phone#: Official use only. Do not write in this area, tb be'completed by city or town official City or Town: PermitUcense# -Issuing Authority(circle one): .1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.PEInspector 6. Other 'Contact Person: Phone#c I J7 —04V . fl �IHETown .of Barnstable ry Re gulato Services s�sivsr.+sr.�. W+es.1639. Thomas F.Geiler,Director 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 �C 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 responsibilityf the- applicant.o e app ant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Y44 Signature of Owner Signature of Applicant o Print Name J . Print Name 4 D e Q:F0RMS:0WNERPERMI8SI0NP00LS EVE Town of Barnstable Regulatory Services Thomas F.Geiler,Director 1639. •� 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 �. HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. , DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the buildingpermit (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION _ The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15).This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities.require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community, Q:forms:homeexempt I 4 f , ' PHILBROOK ' Z,- ) ENGINEERING & 107 BEACH STREET. CON�7 1'R DENNIS, MA 02638 NS RU CTION , 1-508-385-8682 ENGINEERING DESIGN • CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS r 4 6 November 2013. . Town of Barnstable ' Attn: Mr.Jeffrey Lauzon Building Inspector Barnstable,Massachusetts 02601. Reference: l Family —218 Long Beach Road,Craigvillez MA. . Fioodzone Mechanical Duct Construction Checks' Y Dear Mr.Lauzon: The purpose of this letter is to'document the satisfactory application of duct tape sealing at above ,residence. A proper tape�sealant product has been installed on all seams and joints. More; cifically tl0 ® + ductwork 1AW 780 CMR`120.G Para.6501.7 of the State Building Code,CMR 780 has beo installed`o �. prevent water from entering or accumulating within the duct system components up to the, . flood elevation. In addition duct insulation subject to water damage has not been used below the b e flood elevation. CO r r g; As built all'ductwork,.rigid and flexible,are tape sealed using Polyken 367-17 Foilmastic Tap . Cut shevIg are attached.but basically ductwork joints require a sealant that meets a UL181B-FX rati.ng lA 20091R'C'' � Sec.M1601.4.4(2009 IMC Sec.603.9). The Polyken 367-17 is so rated and when properly installed will meet these requirements. The insulation was also checked. Material used is a reflectix-type bubble wrap, which is much less affected by water inundation and meets the requirement for.aflood-resistant material. This house sits close to the.BFE so run-outs were checked and taped all the way to the dilfasers..The front r entry is the lowest diffuser and the rim of the outlet is just aithe flood elevation of 0.0'+/-. The . 1; remaining outlets are higher and are fine,supplies and returns are all below the BFE and have been tape y - . - sealed and then wrapped with insulation.- Thank you for your help in this matter. Please call me at 508-385-8682 with any questions or comments. ' * Respectful.ly,submitted, r .? T VARNUM- aN } T.VARNUM PHJ.LBROOK,.P.E. ; `PHILBROOK MECHANICAL - Y p No.'30690 c , 90 FGISTER����� f Photos attached ; . SS�oNAL E�G� PHILBROOK ZA ENGINEERING & 107 BEACH STREET DENNIS, MA 02638 CONSTRUCTION 1-508-385-8682 ENGINEERING DESIGN CONSTRUCTION INSPECTIONS • BUILDING, ALTERATIONS & RENOVATIONS `. Q.v Low-point runout-all taped before insulation wrap to include sweep to diffuser at floor level 0 Panoramic view of supply and returns. All below the B.F.E. and final wrapped w/insulation IVw Panoramic view of supply&returns. Taping substantially completed.before finish&insulation. cis)) qt Town of Barnstable *Permit# Expires 6 months om is a date Regulatory Services Fee r 1AItNsi'ABLFti 1 ,�� Thomas F.Geiler,Director Building Division Tom Perry,CBO, Building Commissioner 200 Main Street Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 Fax:.508-790-6230 EXPRESS PERMIT APPLICATION - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint Map/parcel Number Property Address Z� ❑Residential Value of Work2S, (�pp Minimum fee of$35.00 for work under$6000.00 Owner's Name&Address Contractor's Name Telephone Number !;�� Home Improvement Contractor License#(if applicable) Construction Supervisor's License#(if applicable) 472�j�Q� . ''[ PRESS 'PERMIT, ❑Workman's Compensation Insurance Check one: JUL 2 3 2012 ❑ I am a sole proprietor ❑ I am the Homeowner I have Worker's Compensation Insurance -TOWN OF BARNSTABLE Insurance Company Name Workman's Comp:Policy# [, . Copy of Insurance Compliance Certificate must accompany each permit. Permit Request(check box) X Re-roof(hurricane nailed)(stripping old shingles) All construction debris will be taken to ❑Re-roof(hurricane nailed)(not stripping. Going over existing layers of roof) ❑ Re-side #of doors ❑ Replacement Windows/doors/sliders..U-Value (maximum.35)#of windows ❑ Smoke/Carbon Monoxide detectors 4 floor plans marked with red S and inspections required. . Separate Electrical&Fire Permits required. *Where required: Issuance of this permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Permission. A copy of the me Improvement Contractors License&Construction Supervisors License is required. SIGNATURE: Q:IWPFILES\FORMSIbuilding permit forms\EXPRESS.doG Revised 053012 The Commonwealth of Massachusetts - - Department of Industrial Accidents D,f ice of Investigations 600 Washington Street _ Boston,MA 02111 www.mass.gav/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers APPReant Information Please Print Legbl Name Pusix ss/organization/IndividiW Address: � o � i✓ Sl'• .A,,,, City,/State/Zip: �f/l( f�"�'`�•V 2�'� Phone.#: . . Are you an employer? Check a appropriate box, -Type of project(required): I, I am a employer with 4• ❑ I am a general contractor and I 6. ❑New construction . employees(full and/or p -ti me).*. have hired the sub=cow 2.❑ I am a'sole proprietor or partner- listed on the-attached sheet 7. Remodeling ship and have no employees These subcontractors have 8. ❑Demolition working for mein:any capacity, employees and have workers' " [No workers.'conm:mi : mini nce comp..iasurance.t' ❑9. k3�1 d*addition required,] y 5. [] We area corporation and its 10.7 Electrical repairs or additions 3.[_1 I am a homeowner doing all work officers have exercised then I L[]Plumbing repairs or additions ' .Myself [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.] t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other comp ;m�e required] 'Any applicant that checks box#1 must also fll out the section below showing their workers compensation policy mformatioa t$ooneowners who submit this affidavit indicating they are doing all work and then hits outside contractors must subrdt a new affidavit mdicxtmg'such. tContractors that check this box must atteched an additional sheet showing the name of the sub-contractors and state whether err not those entities have employees. If the sub-contractors have ecoployees,they roust prvvidt their work='comp.policy number. lam an employer that is providing workers'compensation insurance for my employees. Below is the polity and job site information. TA�e Inc�,�,-ante Company Name: lew C. Policy#or Self-ins. Lic.# V ✓ ~ I -5 SQ,� Expiration Date: lob Sim ,Address: ILA, City/Statr./Zig: (,P'✓fV "I/l e 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 Sue upto $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP,WOR .ORDER and a 5ne of up to $250.00 a day against the violator. Be advised that a copy of this statrme it may be forwarded to the Office of Investi.t?ations of the DIA for insurance coverage'verification. I do hereby certify under pains-andpenaldes of perjury that the information provided Vabmveue and correcr; Simature: . Date: Phone Official use only. Do not write in this area, tb be completed by city or town ofxial City or Town: PermitUcense# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CityiTown Clerk 4.Electrical inspector S.Plumb7c:tor j 6. Other i Contact Person: Phone# i i 1 S' r S 2S t s ley �4 �. � .� �. • t '`^--.... � SO 'DATE(MMIDO/TYYY) CERTIFICATE OF LI/�BILtTY INSURANCE 04/25/2012 THIS CERTIFICATE.IS;1$SU® AS A 6i1ftTTER OF INFORMATION.'ONLY AND.CONFERS.NO RIGHTS.UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOV AFFiRt�ATtYELY OR'NEGATNELYIEN A)YD, EXT1. END 0R ALTER THE COVERAGE:AFFORDED BY THE POLICIES BEL0IIY THiS,CEftTIRCATE UR OFANSANCE. .... 3.NOT CONSTITUTE :A CONTRACT BETWEEN THE ISSUING INSURERS}, AUTHORIZED REPI2ESENTATiVE OR FROt'ucM AND THE CERTIFICATE HOLDER. IMMITANT: 'ti tter ce>tlftcata holder ls,an ADDITIONAL INSURED,the:polley('tesl,mW'b0 Ondcmmd. If SUBROGATION LS WAIVED,subject to ui the terms ariii cer►ditioris of tire'paitcy certa1 1,60Cies may req re an endo►sement A statBment on this,certificate does not confer rights to the certlficele ttoMer to tieu'uf such'ertdorsemerrt#s, 1: FRDI3UC S2 NAME tsifark Syh+Ia IttsutepCe AgBrtcY1 kG tN 1_�5pg)428 1 no:508 420 9227 4D4 lNafrr Sireei Ae IL.9 rr arXQrnarksYlvisinsurance.com (.Cr(tBrA4 MA 62632_ IN3UREA1$)AFF0RDINGC2`VERAGE 'i I. NAICP INSURER A.`•I%ontps54r US Ins CO km1AED: mDRER 6 =Travelerflnsurance Co �.. t tit npr-ment Ttlist .nrsUAER C •-• 77QA.Main Street . ._ - INSURER IBBURHR F COVERAGES CERTIFICATE NUMBER: REYtS10N NUMBER.i „THt$;1$TD.GERTiFY T}(ATTHE"RDLICIES''OF INS(iRkNCE LISTEt]BELOW NAVE:BEEN ISSUED TO THE INSURED NAMED ABOVE FOR'THE POLICY PERIOD lidD}CATED_ NOTVliTi1STANDlNG ANY REQUIREMEtdt.T731M`OR CONDtTiON OF ANY CONTRACT OR OTHER DOCUMENT NTH RESPECT TO VVHtCH THIS CER i rCATE 1+4AY eE ISSiJE�-OR MaY PERTAIN,J.HE INSURANCE AFFORDED-BY THE:POLICIES bFSCRIBED HEREIN IS SUBJECT to ALL THE TERMS, Exi;LUStO smb WNDr.mNS Or.SUCH POLICIES:LIMITS SH VVN MAY HAVE:BEEN REDUCED:BY PAID CLAIMS. EFF'. pO1JCX. NLiSR TYPE OF IRSURANCE POUCT NU)MER MMID Y LINTS GEAERALLrA9sUTYNIPOOOGQ010D8848 12/4f2Q11 2Ia12012- FaCHoccuRRENCe s 1,000.000 C0IUS*RLLAL GENEFIAt:UAI1W_rrY s ° (sEs(Ea xwrre[IceL'.._g 100,000 ctAss n€ADE'L oGcsrtr MEo ExP tAny one pone,) ; s 50,OOD 7. PERSOW AOV INJURY S 1,00%000 ;GENERAL• n_ GGRFGATF s 2.00Q.000 AC,GR£GATE LiiAi APPLIE—M PE* PRODUCTS-COMPlOP AOG S 2,000,000 X POLICY PRO :. S At1T .EL81BriIFY -.'' WOMB MSINGLE LIMB ANYAU70 BODILY INJURY'(per pereon) 5 J ALL OVNIEO SCriEDULE9 BODILY INJURY(Peraeei") 8 AUTOS AUTOS'. PPROPERTI'.ILA E 5 ��H6(EDAUTOS AUTOS � - 3 r1MBRELLA LUlB OCCUR EACH OCCURRENCE 1 _ .. _ AQOREGATE 3 'C1AtMS-MADEc .. i ��D RESEN ITOH S — S 6 y,osat sc Twa U�7B15805A 3/2312012 31231201$ 1nC SrATU DTI+ gtgCi 01Ht3 LIABILITY:. g711M1-T� X E YrN EL EACH ACCIDENT ! SQDAUQ ANY PRO /PArZTNER1E7fEtUnvE ,.NIA. OFF)CER@r_MHER S(CL,mW? E,LAISEASE-EA EMPLOYE S 500,000 (1 So4o!]I in.N711 Myee.Qea09ae;it+da E,L DISEASE'•POLICY LIMrT S J�dD•QQQ 'DEST�'UPTION.OP OPcAATHkiS Eelmr 6E8GrdpTiDld OPERATtOtt3,lLOCATFONS�vEMCLE3 fAttncliACORD.ID1;Add1t)erisl�'ATnf�Ik65ehodvla itmOA two ierepuksd) G2T Mry CERTIFICATE"HOLDER' CANCELLATION (5W)A280974. gFIOULp ANY OF THE A90VE DESGRIBEo POLICIES.BE CANCELLEID BEFORE THE EXPIRATION DATE THEREiOF, NOTICE WILL BE DELIVERED IN 'Y' ACCORDANCE WITH THE POLICY PROVISIONS. Hostetter Real Co'InC zt 70A Main Sue t; Qs�rv�Ie:k1A Q2655. _ c _ AUITIORREDRrpAeKwATNE .n. ®'1988-2070 ACORD CORPORATION`All rig htsl reserved. CORD mama and logo are registered marks of ACORD k The A Q9 CQI2C125.(ZO_.Q/Q5} .. �� pp te L'am.incnuwa�(/t c`� llrz:;acliu,�!Cw Orrice of Consumer Affairs S Qusincss 1HOME IMPROVEMENT CONTRACTOR Registration: 1.52124 Type: } Expiration: 8/2/2012 DBA WEST BAY MANAGEMENT TRUST A 5A,M HOSTETTER ' 770 A MAIN ST. OS rERVILLE, MA 02655 L'iidersccrctan. License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation , 10 Park Plaza-Suite 5170 I Boston,MA 02116 I ; I : t Not valid without signature 1 �- �Ia...achu•rtt. 1)rlr.rrtrncnt oI Puhlii 4 Bi)ar l of Builtlin_ Ftr_uLrti1m% urtl �t.utQar�l� �t ns'ruct�cr License:. CS 94302 ADAM HOSTETTER 'I 770 SUITE A MAIN ST OSTERVILLE, MA 02655 c�L- �yfIE Expiration ..12--2212013 7378 SME - II * RARMABLE M AQQTown of Barnstable Regulatory Services Thomas F.Geiler,Director, Building-Division Thomas Perry,CBO Building Commissioner " 200 Main Street, Hyannis,MA 02601. www.town.barnstable.nia.us Office: 508-862-4038 Fax: 508-790-6230, Property Owner Must Complete and Sign This Section If Using A Builder. I, h It' , 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: LoAct R, 9o� 4,4 (A dress of Job) Signature of Owner Date 14t S4 OJA I&"I ct'u—:S� Print Name If Property Owner is applying for permit;please complete the Homeowners License Exemption Form on the . reverse side. Q:\WPFILES\FORMS\building permit fonnslEXPRESS.doc Revised 051811 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application # Health'Division Date Issued Z' Conservation Division \I Application Fee � TT Planning Dept. `� Permit Fee Date Definitive Plan Approved by Planning Board r � Historic - OKH _ Preservation/Hyannis Project Street Address ' Village Owner �I�TI�l } ��—r' Ins 1 �Address 2�0 ✓b ��!°�r • Telephone Permit Request �r 16� i4 i �.� � -►�� I �Q Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Ye Groundwater Overlay Project Valuation va Construction Type-J� Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family, Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes No On Old King Highway:'s Hi hwa : ❑Yes No Ba sement Type: ❑ Full A Crawl ❑ alkout ❑ Other Basement Finished Area(sq.ft.) '2 Basement Unfinished Area (sq.ft Number of Baths: Full: existing new .7� Half: existing new Number of Bedrooms: existin new �_13-p Total Room Count (not including baths): existing new First Floor Room Count , Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other ' Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stoveF❑Yes No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing 'new,—,;;size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: " Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes , No If yes, site plan review# Current Use XLf�� TL Proposed Use- J�� - APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name / L j& ► n� Telephone Number 54 p Address 770 A";v 51• License # 1149oZ VS&i1111,f A4' 61 ZC�S� Home Improvement Contractor# Worker's Compensation # - /, /5'90 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CfyoU-4, f.Il SIGNATURE DATE 41 fr-/)6 4w FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. • r+ t ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME - t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING 10/31)13 DATE CLOSED OUT J ASSOCIATION PLAN NO. C, • The Commonwealth of Massachusetts 07 Department of Industrial Accuentr Office of ficve.*adons 600 Washington Street _ Boston,MA 02111 wwrv.massgoy/dia ' Workers' Compensation Insurance Affidavit~guilders/Contractflrs/ Iectricians/Plurnbers _ Dfieant Information Please Print Le i s: ��0 � ✓ ,S�• i fflt I •VX� Phone.n ,�d�'�Z�`262 -re you an employer?Check appropriate box: 1• Z as a employer wifh •4• ❑ I am a feral contractor and I 'Type of project(required):: �mloye=(lull and/or p ►-tine).* have hired the stab corttrart�„ 6. ❑New construction . 2_n Z am a bole proprietor or Pa'm `- listed on the sheet 7.N Remodeling sad and have no employees These sub-contactors have g. ❑Demolition wad=.- for mr.hr aaiy capacity. employees and have workers' [No wor mpl Conn.insurance.+ g ❑ g addition = �. ❑ We are a corporation and its 10.❑Electrical repairs or additions l Z ar=a homeowner doing F_U work officers have exercised their =v e 11:❑Phnnb*repairs or additions (1`}0 w�'comn. right of eg.-mption per MGL insrimed j t c. 152, §1(4), and we have no 12°❑Roof repairs employees.[No workers' 13.❑ Other Comm.insurance regf&ed,] •4-°v Iiaat dtat dL_--h b= =15t also M out the s=tiou below showing their compeasstion poficy infarmatiaa . who subr.,i*this at'ndavi ' they ar doing all work and thw h�outside conttactcns must submit a new affidavit radiating such �s that nb_:3r this box most attach_-d m additional shed showmg the name of tha yvb�onLachots nd sty when=or those sties have empio r= U f zz sub-watactms have_raplayss,they must provide melt worIa rs'cosh,policy namber. I pas an empToyeT that is Providing workers'compensation insurance informer. on, for my employees Below is the polity and job site insu zMice Catrpatiy Name: 71zt a lee. ao elf-ins.tic.r 'U Q .1 J 80 5' A Expiration Date: �31 job S tr address: o2 -G a Uo 4 : /V Ce k-W/1t each a copy of.fhe Workers, compensation policy declaration page-(showing the policy number and expiration date). zh e_to seise coverage as mired under Section 25A. "GI c.,152 can lead to ffie iusmosition of erbl� r ca to SI,500.00 and/or one-year inmds penalties of a omen; as weIl as civil penalties in.the form of a STOP WORK ORDER and a fine o` to S250.00 a day against ffiP viOlzt0r. Be advised that a copy of this stats�may be forwarded to`the Orrice of ?—est7�zations of tilt.DL4 Bor inclue cove veaficatina I do fcereby certify undue ruts-and enalaes..o ''P P f p.jw� that the information provided above is `e acid correct Cti�tafxre• t p Date: Thor e t; O—z ia[ccre one. 130 root wriia us this area tb be conmleted by esty or town official C ty or:Towa: Permitucen°se.r issuing C ' issori y(circle one): t :'I.Board of Health 2°Bm1dih..--Department 3°CUY/Towu Clerk 4.Electrical6. Inspector a.Plumbing Inspe ctor n Contact Person: Phone i i , o r CERTIFICATE OF'1JABfLITY 1NSUR,ANCE u ,DAT4125/2612YT) aa�2512012 TH}S CEAT[FICATE IS ISSUED AS A MATTER OW INFORMATION ONLY AND CONFERS NO RIGHTS:UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE,DOES NOT A R#ATWELY OR•NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW 71`1&S CERTIRCATE.OF tNSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER($), AUTHORIZED REI SS£NTATfVE OR'P1ROi31lCM AND THE CFR!MC,ATE HOLDER. 1P01tTANT: If the.6WfIcam holder is an ADDITIONAL INSURED.the pollc&s)must be endorsed. If SUBROGATION 13 WAIVED,"subject to the terms aril ccrnf ors of the galtcy certa}n poHCles may require an endorsement, A statement on this certificate does nat confer'rights'to the oarttflcate holder In C u of suds , :) NO AECT Wyk � 508aa0.9227 e� Fak 404 Main Sveei Ao tl �rkt8tmarkSYlvieinsurance.com - CeritsIvIlle, MA 02ti32 IN3URER(BJAFFORDING COVERAGE' i NAIC P m iJRRk A-NO"—tar US ins Co tss(r n. mum a Travelers Insurance CO _ .::. �t.�IU�R21�e1T1ETit TlllSt-_ IrISV11ER C : ... 770A Mein Strest QSIP3St612,AdA 02555: INSURER D': _ 1 INSURER E i iN8Uit6t f"' ` COVERAM CERTIFtCATIE NUMBER: REVISION NUMBER: THIS S TO CERTIFY THAT THE'P'OUCIES'OF INSURANCE'LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED N0TIMTMSTANDING ANY REQUiREMEMT,TERM.OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERxiFiCATE MAY BE:isISUED OR MAY PERTAIN,THE INSURANCE AFFOROED.BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, D(CLt1SiISAND CONDiTtOt4S Qt SUCH POLICIES_LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. #ER - - EFF.. pOUCY UMfT$ L TYPE N7�rRAlR:E Pouc1'.NUMBER M M & RERAL LtA .ITV MF000GOD100aw 12f42011 21a2012 F-ACH OCCURRENCE s 1,000,0�0 X �L GENERAL uAwrry ° tsEs tEe ocn+cranoeL.. } 100.000 C ° ( MEv EXP tany o�m pence) r S 50,000 _ v INJURY s 1000.000 AD PERSONAL ERSO l GENERA. A_ GGRFGATE , s 2.000..000 1 AGGREGATEGE►ri 1�aT AFritrS tsFa PRODucm-COMPIOP AGG S 2,000.000 ?OLeCI PR0 . � S " .AUTQ'MMU E�aMeeaRMe�rll SINGLE LIMIT _ _ — BODILY INJURY"(Per poison) 6 ANY AUTO - �y OMM $CtiEDULE0 BODILY INJURY(Perarsiderd) S AUTOS AUTOS' PROPERTY.DAMA E x I F-!RP AUTOS AUTN o D s liAB .00C�.. r EACN OCCURRENCE AGGREGATEHA U&7t315805A312312012 312312013 nuC ST MIU X OTI�6YACCTDE YIN' ." E.LEACHACCiDENT �. SOD,000GRIPARTMRMXECSniVE r NTA R OTCLUD1 7.. E.C.D1SEME EA EMPLOYE S ,GOD 500.000 DESC$Xw OF bpERATIONS Eelaw E,L DISEASE•POI ICY UMtT S DE d DFSt�`SVTXRi o;weRAt'me r Lowz0"N8 i vem {Alf�cA ACGRD 1 Ot.Addtltlnnntr ReRU11�3ehfdvle,ITOMM ePKe b eapufrad) •. - - s �tial Carpentry q CERTlF ICA HOLDt CANCELLATION , (508)428= 974" 9HOIJw ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y .-Hostetter;Rea{ty cG Inc THE. EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. 770A Main Street : O ntil}e,-tatA 021iS5 AUTNOR¢EDREPRE$ENTATNE ` _ 1 ®1988-2010 ACORD CORPORATION. All right9 reserved. pCORj) The ACORD name and Logo are regieEered marks of ACORD r ( t, I r: 1 , of ,. ✓�ee l 6nr"rC-n«lZ��lr e`er lla ac�rcc%Ca, --� Office of Ccnsumtr:\ffairs S Bus;ncss Rmiiati:;;, ow HOME IMPROVEMENT CONTRACTOR Registration: 152124 Type: Expiration: 8/2/2012 DBA WEST BAY MANAGEMENT TRUST A 5A,M HOSTETTER 770 A MAIN ST. OS rERVILLE, MA 02655 1:nderYCcrctarN "ask- slow' License or registration valid for individul use only before the expiration date. If found return to: Office of Consumer Affairs and Business Regulation 10 Park Plaza Suite 5170 I Boston,MA 02116 I , I • i lNot valid without signature 1 L �la..achu.rtt. - Url�.trvnrnt ..I' Puhlir �afct� Boated of Builtlin_ F2r,ul:itinn. tnd '-tandard, License: CS 94302 ADAM HOSTETTER '! 770 SUITE A MAIN ST OSTERVILLE, MA 02655 Expiration . i2-212013 r = 7373 sntwsres�, MAM 039. 'Town of Barnstable Regulatory Services Thomas F. Geiler,Director Building Division - Thomas Perry,CBO Building Commissioner 260 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as,.Owner of the subject property hereby authorizee�y�l�l e.� "'r. S to act on my behalf, in all matters relative to work authorized by this building permit application for: 7XV Loliq Gfvl-�-efr%4 e MA (A dress of Job) Signature of Owner Date ti 4rr ,r tS'FeK oIl CI i a�-c Print Name If Property Owner is applying for permit;please complete the Homeowners License Exemption Form on the' . reverse side. Q:\WPFILESTORMS\building permit forms\EXPRESS.doc Revised 051811 �tHE Town of Barnstable Regulatory Services i r 'm.LE, Thomas F. Geiler,Director `bArN,;,.�•`� 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 HOMEOWNER LICENSE EXEMPTION 4 Please Print DATE: JOB LOCATION: number street. village "HOMEOWNER": �. name home phone# work phone# CURRENT MAILING ADDRESS: i i city/town , state zip code The current exemption for"homeowners"was extended to include owner- cu ied dwellin s of six units or less and to allow homeowners to engage an individual for hire Uo does not possess a lice e,provided that the owner acts as supervisor. DEFINITION OF HO OWNER Person(s)who owns a parcel of land on which a/she resides or intends o reside,on which there is, or is intended to be,a one or two- family dwelling,attached or detached structures ccessory to such use d/or farm structures. A person who constructs more than one home in a two-year period shall not be considere, a homeowner. Su "homeowner"shall submit to the Building Official on a form e acceptable to the Building Official,that he/she sh 11 be res onsible r all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibil for comp nce with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she un erstan s the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will compl wi said procedures and requirements. 1 Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,0 0 cubic eet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. OMEOWNE 'S EXEMPTION The Code states that:. "Any homeowner performing w k for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.}�-Licensing o onstruction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeown r shall act as"supervisor." Many homeowners who use this exemption are unaware th t they are assuming the responsibilities of a supervisor (see Appendix Q,Rules &Regulations for Licensing Construction S ervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when/the homeowner hires u licensed persons. In this case,our Board cannot proceed against the unlicensed person as it would uld with a licensed Supe isor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsi ilities;many communities require,as part of the. permit application,that the homeowner certify that he/she understands th responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amind and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc Revised 051811 a } .I 1 i I i Cal , 7T s TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel- 66- 5 - Application # Health Division Date Issued l2 . 2- Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board (o/v7//L 67 Historic - OKH _ Preservation / Hyannis Project Street Address al 19 1,0 N&B EAC IL RoAb Village CE7A1717R_V l 11_ IVA_-5,S 1C14V,5!e, a26 30�` Owner WILLIAMS Address PO- 66Y 37 MOKOW 19 -�/I A Telephone P_6 49 14/k,51EZ)-Tr=7,5 Permit Request 1Javj F7Zy4 wc- Pt W Tz) kc:PLAce oA) auce R�, NEW axe- FRAM1Nrfi WIT-4 3x 4" c�A 5 EErW& A N EEDED . Ga�o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay ICV o ect_Valuati6h`- Construction Type Lot Size�gQ Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ; No On Old King's Highway: ❑Yes )kNo Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) `R CD 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 F Heat Type and Fuel: ,'' Gas ❑Oil ❑ Electric ❑ Other " Central Air: ❑Yes )OL.No Fireplaces: Existing New Existing wood/coal stove: ❑Yes' C1 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Y Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CH R 1,S RE6A " Telephone Number _(617 ) / So(o - ! 701 Address c - /S M A 11 �L � License # 31go O aD 5-D Home Improvement Contractor# / e�3 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO V kSIGNATURE! DATE VY. _ �_•.., 1l S i FOR OFFICIAL USE ONLY y APPLICATION# i DATE ISSUED MAP/PARCEL NO. s ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ' PLUMBING: ROUGH FINAL GAS: ROUGH FINAL '4 FINAL BUILDING *71WI12,19 DATE CLOSED OUT ASSOCIATION PLAN NO. T The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeLyibly Name (Business/Organization/Individual): 69fVj 'V&57;;4&�J f�-U`L j> Address: 7c,4 /�► �1 A�/ � ' City/State/Zip: Phone#: 72J7 Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New construction 24fS..ham a sole proprietor or partner- listed on the attached sheet. 7. .Remodeling shipand have no employees These sub-contractors have 8. E]Demolition working for me in any capacity, employees and have workers' comp. insurance.$ 9. Building addition [No workers' comp.insurance P• required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑.Roof repairs insurance required.] t c. 152, §1(4),and we have no employees. [No workers' 13.0 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 thepolicy and job site information Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: 60/v City/State/Zip: Nl 'e 1 Q !Z' Attach a copy of the workers' comp nsation 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 Investigations of the DIA for insurance coverage verification. I do hereby certi u e the pains and penalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: "Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issbing 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#: CTI ✓l �l Office of Consumer Affairs&Bness Regulation I License or registration valid for individul use only —, HOME IMPROVEMENT CONTRACTOR ; before the expiration date. If found return to: Registration: g68384 Type: Office of Consumer Affairs and Business Regulation Expiration 2/11/2013 Individual 10 Park Plaza-Suite 5170 CH SREGAN - .� oston,MA 02116 �yl �. CHRIS REGAN } 215 MAIN ST �Y �".x- g Q ✓ '' MARSHFIELD,MA 02050 1 + Undersecretary 'Not�v'lid,�vitho�ignature I j _ N'lassachusetts- Department of Public S.1fet,%' Board of Buildim- Re�-ulations and Standards .Construction Supervisor License - License: CS 91910 CHRISTOPHER J REGAN a0215 MAIN STREET 1 MARSHFIELD,.MA 02056 Expiration: 3/6/2013 ('unmiissi�nc�'.t t- Tr#: 10666 Town of Barnstable l t Regulatory Semees ----- - -- - " " Thomas F.Geiler' Dire ctor Building Division Tom Perry,Snn(iRg Commissioner 200 Maim Stree4 Hyannis,MA 0260I vwww.town.barnstable.ma.us Office:. 508-862-4038 Fax: 508-790-6230 j Property Owner Must Complete and Sign This Section if Using;A.P udder S, as Owner of the subject property hereby authorize i�! R E-6-AA) to act on iny b ehaK . in all.rn51tters relative to work authorized by this bui]ding pet (Address of Job) Pool fences and alarms are the responsibili f the a licant. tY o e pp Pools. are not to be fined before fence is installed and pools are not to be utilized until aIl final inspections are performed and accepted. Signature of Owner Signature of Applicant s Hasedes Print Name Print Name Date :. Q:FORMS:OWNERPERMISSIONP00I:S -- - � -- --- ----- ---...__-T-awn--of�a ble ---- °4 Regulatory Services t ` �. Thomas F.Geller,Director pD Bg on Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town-barnstable.maxs Office: 508-862-403 8 Fax: 509-790-6230 HOMLOwNm Limn EmeTION Please Print DATE / JOB LOCATION: l p0A C�` R-,—�V`� — number I sheet village "HOMEOWNER": name 3a 5�- C 6 r7 home phone# work phone# CURRENT MAIIJNG ADDRESS:__ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow.homeowners to engage an individual for hire who does not possess a license supervisr. ,provided that the owner acts as DEFINMON OF HOMEOWNER Persons)who owns a parcel of land on which he/she resides or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached or detached structures accessory to such-use and/or farm structures, A. person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building.pfficiai,that he/she_ shall be re onsle for all such work ib performed under the building perm (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies tbathe/she understands the Town ofBarnstable Building Department minin-mrn inspection procedures and requirements and that he/she will comply with said procedures and recluirements.� Signature of Homeowner Approval of Building OfEicia] Note: Three-family dwellings.containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control HOMLOWNER'S EXEMPnox ' The Code states that Any homeowner periDmring work for whicb a.buildin'g permit is requited shall be exempt from the provisions work,that such Homeowner _ of this section(Section]Homeowner shhall act as supervisor.--Licensing construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such Many homeowners who use this exemption an unaware that they are assumin the Rules&Regulations for Licensing Construtirs ction or(see AppDrdi,Q, Supervisors,Section 2.15) This lack of awareness often responsibfirresults in eriousof a sproblems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed tim Supervisor. The homeowner acting as Supervisor is ulately rrzpon si To ensure that the homeowner is fully aware of his/her responsibilities,marry communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last several towns. You may can t amend and adopt such a form/certit9cation for use in F of this issue is a form currently used by your community. �-'fbrms:homeeaempt Assessor's office(1st Floor): Assessor's map and lot umber R ZOS SEPTIC �s p� p�1' �p COnseNation ' a(orn l� ��07�� 11i® UST B� O�THE tp`O 1 STALLED IN CO PLIANC ., Board a Health um3rd floor): WITH TITLE 5 i DAUMDU Sewage Permit number "� J / NVI , IDAL ®DE AN ,+°a ""a Engineering Department(3rd floor): t �. LL q� �oYsr e� House number I, Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF . BARNSTABLE BUI DING NSPECTOR APPLICATION FOR PERMIT TO �LL D --� p TYPE OF CONSTRUCTION - T 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inform n: �,�' Location °� 4/ LO � �-- C /V/ `Kvlt` Proposed Use 66) L L/iU T oa Zoning District ® Fire District Name of Owner t7� �/ A /�`/� 12 , 71,, .- 7 i c Address Name of Builder t Address Name of Architect Address Number of Rooms �`m� �f,F3m-c�iooi Foundation Exterior Roofing Floors Interior Heating Plumbing Fireplace Approximate Cost —44,pe>49 Area dG Diagram of Lot and Building with Dimensions Fee OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name'stG�� Construction Supervisor's License LONG BEACH ROAD REALTY TRUST No 35087 Permit For Raise Dwelling ' With Foundation/Single Family Dwelling Location 218 Long Beach Road Centerville Owner Long Beach Road Realty Trust f Type of Construction Frame v Plot Lot Permit Granted May 2 6, 19 92 Date of Inspection 19 Date Completed 19 ' r 33' ' �r TOWN OF BARNSTABLE BUILDING DEPARTMENT 'i HOMEOWNER LICENSE EXEMPTION Please print. -- DATE JOB, LOCATION p�/� p�J01;10, 171 y Number Street .. Address ' Section Of Town "HOMEOWNER" 7 CL S- Name Home Phone Work Phone PRESENT MAILING ADDRESS State x ate Zip Code Thecurrent exemption for "homeowners" was extended ..to include owner- occupied dwellings of six units or less and to allow such homeowners to engage an individual for hire who does not possess a license,the provided that owner acts as supervisor, DEFINITION OF HOMEOWNER: Persons) who owns a parcel of land on which he;%she resides or intends to reside, on which there is, or .is intended to be,, a one to six family dwelling, attached or detached structures acces'ory to such use and/or farm structures. A person who constructs more than "'One home in a two-year �� period shall not be considered a homeowner. Such homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work nerformed under the building permit. (Section 109. 1. 1). The undersigned "homeowner" assumes responsibility for compliance with State BuildingCode a P h the and other applicable codes,` by-laws, rules and regulations. i The undersigned "homeowner" certifies that he/she understands the Town of. Barnstable Building D requirements epartment minimum inspection procedures and HOMEOWNER'S SIGNATURE r APPROVAL OF BUILDING OFFICIAL Note::' Three fa mily ily dwellings 35,000 cubic feet, ,or larger, will• be required to comply with State Building Code Section 127.0, Construction Control. MIS6 l t>, HOME OWNER'S EXEMPTION The code states that: "Any Home Owner performing work for which a building permit is required shall be exempt from the provisions of this section (Section 109. 1. 1 - Licensingof Construction ction Supervisors) ; Home provided that';Owner engages a person(s) for hire to do such work, tht such Home ; if Owner shall act as supervisor. " Many Home Owners who use this exemption are unaware that they are assuming the; responsibilities of a supervisor (see Appendix Q Rules for Licensing Construction Supervisors, Section 2. 15) . This alackeoflations awareness often results in serious problems, particularly when the Home Owner hires unlicensed persons., In this case our Board cannot proceed against the unlicensed person. as it would with. licensed supervisor. The Home Owner acting as supervisor is ultimately responsible. To ensure that the Home Owner is fully aware. of., his/her responsibilities, many communities require, as part of the permit application, that the Home Owner certify that he/she understands the responsibilities of a supervisor. On the last page of this issue is a form currently used by several towns. Youimay care to amend and adopt such a form/certification for use in community. . our - y S Ir ;y 1 t: { 4 F i 4 V 'f r The Town of Barnstable Conservation Department 9. 367 Main Street; Hyannis, MA 02601 Office 508-790-6245 ' Robert W. Gatewood FAX 508-775-3344 Conservation Administrator T0: Joseph Daluz, Building Commissioner FROM: Robert Gatewood RE: Occupancy Permit/Final inspection DATE: 6 yy%Vn C The following project has been granted an Order of Conditions by the Conservation Commission. Applicant: �1 Project: �� V% w j 0e.4 J 'J����:u.,.� S ��'�:< •� �. Location: .�\� �- q �a�L 11S Map/Parcel: Our Permit #: SE 3-a4 v 0 We would kindly ask that no Occupancy Permit or Final Inspection (as may apply) be granted by your department until a Certificate of Compliance for the project has issued from the Conservation Commission. Your assistance is very much appreciated. I - Bible°eatistin 8 e header rgorated a new framing far fWatins arched window prof av .. . saaalter window9 e11 1 3 ting raf terw'%nd roof, awe New framing Plan to reRlaee ewtdting changes windows on se€ond floor, Clio Long . Beach Rd, Centervale, NA now W framing with 3x+14* Gdx shooting as needed new double RwN Glued and nailed _ header with ON new double Mang new double hung window unit window unit 45.I!h-9 71 P T-41f i • ewist first Moor f3raFain®, no Changes �a Coz 1�E�1 n �iioelatz ffne. J 9 218 Bamitagle <Road _ /yannis,,::-Mc,q 02601 5081790-4686 9az 5081771-1$66 June 17 , 1992 Barnstable Building Department Barnstable Town Hall Hyannis , MA 02601 RE: Structural Inspection Bldg . Permit 35087 Packard Residence 35086 218 & 226 Long Beach Road Centerville MA Dear Sir : On June 171992 , I inspected the structural framing related to raising both structures . The combination use of 2 x 12 °s for the first level framing , concrete filled lally columns and con- crete foundation , is in accordance with the structural design intent . The new construction exhibits pride in workmanship . The foundation and floor framing will support the loads as anticipat- ed by the Massachusetts State Building Code Fifth Edition . ry truly yours , o R. GREGORY TAYLOR J NO. 27770 o Gregor Taylor P .E . /ST"% `4 Assessor's offioe (1st floor): o6 4.03EP �WSTEM (MUST BE p of THE to Assessor's map and lot number ........ . *.�,........ ..�RSTALLED IN COMPLIANCTE ..� � Board of Health '(3rd floor): I/ Sewage Permit number Q:.r, 7 l.£. '1...� wig.. :-. * TITLE 5 _ g ..... �. p��� Z BAR39TAILE. i Engineering Department (3rd floor): btcs P ���E�TAL �d®®� moo M639 ,sue Aouse number .�...)..S.......... . . ....: ........... ......ni'7"IPI � REGULATiOMS f 'FOYPY6' APPLICATIONS PROCESSED 8:30-9:30 A.M. arid".1:00-2:00 P.M.' only P P A 0 V 9 0 Lrie Ca satvatloa�o N OF BARNSTABLE zZ=L 0, M ILDING INSPECTOR pod vats APPLICATION FOR PERMIT TO . . ..................................... TYPE OF CONSTRUCTION .............. .... .4v.4weA.z........................................................................... ................................................19........ TO`. THE ANSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location .................... .z,:�...../B�q ....... E" G. .... "'..r.......... r •-vl.. f .............................................. ProposedUse ............ �./!.n.f.............................................................................................. Zoning District ! .... ..................Fire District � � .�� Name of ..................Address .... ........................ Name of Builder ....�/ ............................................Address ......... ............ ` ` A . ..................'......................................... Nameof Architect ..................................................................Address ...................................................................................... Number of Rooms ........... ..................................................Foundation ....olele.l ..r................................................... Exlerior ...............����'.s(.LL................................................Roofing .............e .......li /.� �l..l.�......................... eq Floors ..........0 . . .....................................................Interior ...... G�7'..... .. �21 .....e................. Ll .......................................Plumbin —� Heatingg .................................................................................. Fireplace ..Approximate Cost .......... d, �.•,.,,,,•............ ./................................................................ ...... ... .. f ... Definitive Plan Approved by Planning Board ________________________________19________ . Area Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....... ...!<.. i `�• ................ Construction Supervisor's License .................................... PACKARD, GEQRGE B 3.127.9. Permit pair Roo:ff/.J�dd Windows No ...... ....... .. t Ar ..... JD (3....... Single Fam-1. ..........................< ........ 218 L( Road ...............�n Location BeB.e... ............................. fx C e aw le ............*1....... ...........A....... .I...................I......... Z George AA P Ckard Owner ................... .........I.............................. Type of Construction F r.zgqge .... . ... .......................... .............................. Plot ............................ Lot ................................ P;imit Granted ......O.C.t 8......................19 87 ba'te of l6spection ..................................�19 Rotel Completed .............. .....19 U v" 4 � Assessor's offiop p:(1st floor): ��0�•—• Pyo r Assessors ma and lot number THE T Board.of Health (3rd floor): d� o� 7/ Sewage Permit number �.�{ 7 /�i. 7.. �..`-�.<.. ti.�1..uP'.�yro`�� J Z BARNSTABLE, • � SZ�iCr �• � � w Engineering Department rd floor): S Skeyr�, o ,b a House number 0 3.4 �0 a Yp APPLICATIONS PROCESSED 8:30.9:30 A.M. and 1:00-2:00 P.M. onlyt TOWN ,OF - BARNSTABLE ;BUILDING INSPECTOR APPLICATION FOR PERMIT TOI../..f. lpi�w.l................................. TYPE OF 'CONSTRUCTION ................. ./... . ....`7. i ..... ......................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ................. ....^/Bra/..:.. ! . ?....... .....'?`..r...........(....... .� - •4•l•/•%r�.................... r ProposedUse ............`.`.. .G°.A.�..................................................................................................................... Zoning District ........:. !'f 1. ..Fire District ! / g j........... .. ...... ? .r �:.... .................. Name of Own ...................Address ....................... T . � , '�4 Name of Budder Address ` ` ` ` Nameof Architect ....Address .......:............................................................................ Number of Rooms ...........0....................................................Foundation .... Exterior .............. f.a�!.e:..:W..............................................Roofing ..............-�� .... . ... ./..1.. ......................... Floors .......... ....................................................Interior ........ hirr. F,4.cle ...•................................. Heating ........i .,...1.........................................................Plumbing ........... ..................................:.............................. Fireplace ...............�.................................................................Approximate Cost ��dD� Definitive Plan Approved by Planning Board __________________________ Jt/ ��7.� "� ell" ------I 9-------- . Area ........ .......... : ....rr.........l..��.... Diagram of Lot and Building with Dimensions Fee �Q SUBJECT TO APPROVAL OF BOARD OF, HEALTH t R w OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Nam //'l/�r'�., v�. do Construction Supervisor's License .................................... PARKARD, GEORGE B. A=205-003 3 No .31 .79... Permit for ...Repa r__.Roof./Add Windows Single Fami.ly... welling._......... Location .....218 Long Beach Road Centerville ............................................................................... Owner .....Georcje. B. Packard; ................ Type of Construction frame . . .................................. :............................................................................ Plot ............................ Lot ................................ Permit Granted ....... Ctobe.r....8..........19 87 Date of Inspection ....................................19 Date Completed ......................................19 rewiodef - sXla FsF AW ekjr, of, ale, �y`� y ii r^ GENERAL STRUCTURAL TIMBER CONSTRUCTION continued RENOVATION AND RESTORATION �. o aM I. Structural work shall conform to the requirements of 780 CMR 51.00 7. Joist support by nailing is forbidden unless used with an approved hangenn 1. The contractor shall notify the architect when,in the course of construction or c ' Massachusetts Residential Code and International Residential Code(IRC)for One Unless noted otherwise on plans,all flush framed joists and beams shall be demolition,conditions are uncovered which are unanticipated or otherwise appear z' w z. and Two Family Dwellings 2009 with Massachusetts amendments. framed with Simpson hangers as follows(or approved equals): to present a dangerous condition. 2. Examine architectural,mechanical,plumbing and electrical drawings for 2. Information regarding existing construction or conditions is based on available C7 0 verification of location and dimensions of chases,inserts,openings,sleeves, (A) 2x6;2x8 Type`LUS26' record drawings which may or may not truly reflect existing conditions" Such washes,drips,reveals,depressions and other project requirements not shown on (B) 2-2x6;2-2x8 Type`LUS26-2' information is included on assumption that it may be of interest to the contractor, o structural drawings. g (C) 3-2x6;3-2x8 Type`LUS26-3' but the architect assumes no responsibility for its accuracy or completeness. o 6 3. Verify and coordinate dimensions related to this project. (D) 2x10;2x12 Type`LUS210' 3. Verify all dimensions and conditions on the job. Discrepancies shall be brought `~ 4. Openings in slabs and walls less than 12"maximum dimension are generally not (E) 2-2x10;2-2xl2 Type`LUS210-2' immediately to the attention of the architect before proceeding with that part of ' shown on structural drawings.Openings shall not be revised without prior written (F) 3-2x10;3-2x12 Type`LUS210-3' the work: . approval of the architect. (G) 3-1/2"x 9-1/2"LVL Type`HGLTV3.59' 4. Where new work will be adjacent to or framing existing construction,verify (H) 5-1/4"x 9-1/2"LVL Type`HGLTV5.59' dimensions of existing construction prior to fabrication of new members. (I)3-1/2"x 11-7/8"LVL Type`HGLTV3.51 V S. Provide all labor and material for any framing required to connect new framing to STRUCTURAL TIMBER CONSTRUCTION (J)5-1/4"x 1]-7/8"LVL Type`HGLTV5.51 V existing construction. Wherever it is necessary to remove existing construction in (K)3-1/2"x 14"LVL Type`HGLTV3.514' order to construct new work,the affected area shall be patched and rebuilt to 1. Timber construction shall conform to the"Timber Construction Manual"(AITC (L)5-1/4"x 14"LVL Type`HGLTV5.514' match existing adjacent work to satisfaction of the architect. 5n'Edition)and to"National Design Specification for Wood Construction" (M)3-1/2"x 16"LVL Type`HGLTV3.516' 6. Details shown on any drawing shall be considered typical for all similar (NF.PA,2005 Edition). (N)5-1/4"x 16"LVL Type`HGLTV5.516' conditions. 2. .New timber for structural use shall have a moisture content(MC)as specified in 7. Notify architect of any contemplated structural alteration in reasonable time to the"National Design Specification for Wood Construction(NF.PA,2005 (It is the contractor's responsibility to determine correct hangers for all sloped render and document the architect's decision. Edition). and/or skewed conditions.) 8. Structural materials and components shall have prior approval of the architect. 3. Material properties for timber shall conform to the following: 8. Minimum bearing for all joists and rafters shall be 4". 9. Structural alteration shall be preceded by adequate shoring and bracing. (A) For members with nominal 2"thickness. S-P-F#1/#2 or better(15%max 9. Use double joists under all partitions. 10.Screw-type shoring posts shall be provided for existing work during the removal MC). 10.Partition and outside stud walls shall be bridges once in their story height or at of existing bearing walls and structural members and the installation of new Allowable bending stress: least every 4'-6". structural work. Fb=875 PSI(single member use) 11.Anchor bolts and bolts for structural timber shall be ASTM A307. Standard cut 11.Temporary shores shall be placed as close as practicable to the existing structural Fb=1000 PSI(multiple member use) washers shall be provided between wood and bolt head,and between wood and _ work being removed.. - - _ Allowable shear stress Fv=135 PSI - - - bolt nut unless steel plates or plate washers are used. 12.Headers shall be placed across top of shoring posts and shall be snug tight against - Compression parallel to grain=1100 PSI 12.Exterior walls shall be framed with 2x6's at 16"C/C with 7/16"APA rated underside of the structure above. Compression perpendicular to grain=425 PSI SHEATHING,EXP. 1,span rating 24/16. Sheathing shall be installed with the 13.Shoring shall bear on sleepers to prevent damage to the structure below. Modulus of elasticity=1,400,000 PSI long dimension perpendicular to the framing,and shall be to be nailed to studs 14.Temporary shores shall be individually designed,erected,supported,braced and (B) For members with nominal 4"thickness and greater southern pine#l.or with 8D ring shank nails at 6"on center at panel edges and at 12"on center at maintained by the contractor to safely support all dead loads presently carried by better(19%max MC). intermediate supports. the existing structural work being removed and any construction live loads. Allowable bending stress: . 13.Interior walls indicated on plans shall be framed with 2x4's at 16"C/C at 16"or 15.Structural steel shall be completely installed before removing any shores. p Fb=1300 PSI ' 2x6's at 16"C/C(see arch drawings). 16.Shores shall be released gradually and left loosely in place for at least 2 days to Q Allowable shear stress Fv=85 PSI 14.Roof construction shall be as shown on the plans with 19/32"APA rated allow for structural shake out. LU = Compression parallel to grain=925 PSI SHEATHING,EXP. 1,span rating 32/16.Roof sheathing shall be installed 17.Existing floor joists in a damaged condition(as determined by the architect)must. () Compression perpendicular to grain=625 PSI perpendicular to the framing and shall be nailed with 8D ring shank nails spaced n be replaced. - Q J,. Modulus of elasticity-1,600,000 PSI at 6"along panel edges and at 12"along intermediate framing members. H m _J (C) For pressure-treated members with nominal 2"thickness,southern pine 15.Floor construction shall be as shown on the plans with 23/32"APA rated 0 > #1 or better(19%max MC). STURD-I-FLOOR,EXPA,span rating 32/16.Floor sheathing shall be installed STRUCTURAL DESIGN LOADS 0 0 W Allowable bending stress Fb=1300 PSI perpendicular to the framing,and shall be glued and nailed to the joists and beams W Z W Allowable shear stress Fv 90 PSI with 8D ring shank nails spaced at 6"along panel edges and at 12"along ur L Dead loads OJ W Compression parallel to grain=1550 PSI intermediate framing members. (A) Weight of building components 00 U Compression perpendicular to grain=565 PSI 16.Interior door and window headers shall be a minimum of 2-2x8's unless noted 2. Live loads Modulus of elasticity=1,5001000 PSI otherwise on the plans. (A) Typical floor-40 PSF N (D) For pressure-treated members with nominal 4'thickness and greater, 17.'Exterior door and window headers shall be a minimum of3-2x10's unless (B) Exterior decks/balconies-60 PSF. 10 southern pine#2 pressure-treated(19%max MC). otherwise noted on the plans. (C) Roof snow load-25 PSF plus drift " Allowable bending stress Fb PSI PSI PSI 18.No joist shall be notched or drilled with holes without the specific approval of the Pg=35psf;Is=1.O;Ce=I.O;Ct=1.0; ' Allowable shear stress Fv=95 architect. 3. Wind loads-Per Mass.Building Code and ASCE7-05;Wind Speed 120 mph Compression parallel to grain-725 PSI 19.No joist shall be repaired or reinforced in any way without the specific approval Exposure B;Importance Factor=1.0 Compression perpendicular to grain=440 PSI of the architect. Modulus of elasticity=1,400,000 PSI 20.Beams built up of timbers shall be firmly nailed or bolted together. 1 4. "PT"indicates preservative pressure-treated lumber(to be used when in contact 21.Plywood shall be laid with face grain parallel to span;stagger all joints. with concrete,masonry or weather). 22.Sills shall be 2-2x6(pressure-treated)and shall be anchored with 5/8"diameter 5. '11-7/8"TJI 230's'etc.indicates engineered wood I-Joist with Laminated anchor bolts not more than 32"OC and at 8"from each corner. veneer lumber flanges and OSB webs by the TrusJoist MacMillan Co.or equal. 23.Temporary erection bracing shall be provided to hold structural timber securely in 6. `3-1/2"x 11-7/8"LVL'etc.indicates laminated veneer lumber-2.OE beam or post. position as described on the drawings. It shall not be removed until permanent by the Boise Cascade Co.or equal. bracing has been installed wpt,�t�OF A!� 7r�•b F- z 24.Timber shall be generally knot-free,with only small tight knots permittedand ° 0 generally straight-grained. 1 CAR.%vu` i%� Z 25. Structural timber shall be identified by the grade mark of or certificate of G O GUARRACiCIO `r0 ,1 J inspection issued by a grading or inspection bureau or agencyrecognized,as being 0 competent. f STRUCTURAL r #, W 26.Structural timber shall be visually stress-graded lumber in accordance with the o No. 104 p W provisions of ASTM designation D245-74,"Methods for Establishing Structural ?'mac : ,�rJ *�� F W m Grades and Related Allowable Properties for Visually Graded Lumber". { F '-`� (' 27.Timber shall be so handled and covered as to prevent marring and moisture L S2� absorption from snow or rain. -` 28.Steel plates and angles shall be new steel conforming to ASTM A36. 29.Fasteners,hangers,etc.,in contact with preservative pressure treated wood shall (1 O■ be stainless steel,hot dipped galvanized,or otherwise protected from the effects J of corrosion. { dwg no: _ r a 'U Z—' N W o Oµ T VERIFY EXIST VERIFY EXIST RIDGE HEADER IN FIELD. BEAM IN FIELD ---- —-- -- ------ , --- ---- --------- C ADD COLLAR TIES ----------- ---- ---- (SEE ARCHDWG's) ------ VERIFY EXIST - --- - ---- HEADER IN FIELD --------- --------- r---------- �y ---- ------ ---- ---- --------- I E. 2-2x10 4x6 ---- ------- . ---- 4x6 - POST-DN POST DN `dU) cl 3Y2x14 LVL wlw LIL2-2x4 0 - - --x8@16"oc wlPOST UP N (E)BEAM �I ------------------ 3Y2x9Y2 LVL N -72 � Q 3 zxa I I Lu = POSTDN I POSTUP 2-2x8 i�------_(E)FRAMING --- Q < w (E)FRAMING ---- ----(E)BEAM--------- 0 w - ----_-�----(E)FRAMING Z ---- _ 0 W ~ pp V yF Va_It:of 414, N E POSTDN : _ o GUaRRbCtC�J N f v STRUC T U �n Z No.40 Q 4Q J a + L tZ:f 0 Z NOTES: Q 1. FOR GENERAL NOTES SEE SO-1. Y < 2. FOR TYPICAL DETAILS SEE SO-2. LL a 3. --}INDICATES BEARING WALL BELOW. 4. �iiErEj INDICATES BEARING WALL STARTS ON BEAM. (, 5. l INDICATES FLUSH FRAMED CONDITION I Q p REQUIRING JOIST HANGER SEE SCHEDULE ON SO-y1. O k 6. S- INDICATES SPAN OF%"T&G PLYWOOD GLUED& J r NAILED TO JOISTS&BEAMS. ; LL 7. -R INDICATES SPAN OF%"EXTERIOR GRADE PLYWOOD. 8. -INDICATES EXISTING JOIST OR BEAM. m 9. INDICATES NEW JOIST OR BEAM. € 51 . 1 Ewg no: i N o d? • R a I I I I I I I 72-2X4-� 2-2x4 Y I I I POST DN �I3y1 YILVLI Q W = U U i Q Q W W J o w O > N w 3-2 6 W Z W t`�jr;OF 4,04y = O z q F— —i W 00 U CAe.;!`.E �� N ' U GUA2RACINIO STRUCTURAL co No.40 4 2-2 10 C 4x4 POST 4x4 POST Z NOTES: a 1. FOR GENERAL NOTES SEE S0-1. 2. FOR TYPICAL DETAILS SEE SQ2. (� R 3. i INDICATES BEARING WALL BELOW. Z 4. rrnEiiEiiEj INDICATES BEARING WALL STARTS ON BEAM. 5. 2INDICATES FLUSH FRAMED CONDITION t REQUIRING JOIST HANGER SEE SCHEDULE ON SCh Q 6 6. S- INDICATES SPAN OF%"T&G PLYWOOD GLUED& NAILED TO JOISTS&BEAMS. { LL 7. -R INDICATES SPAN OF%"EXTERIOR GRADE PLYWOOD: LL 8. ---INDICATES EXISTING JOIST OR BEAM. i a O w_. 9. INDICATES NEW JOIST OR BEAM. _ S1 2 dwg no: 1 A55I`55OP5 MAP 20G PARCEL 002 I CENTERVILLE, MA LEk15TING D:7 "' VE -4.2 :. "`...--.. -^� ASSESSORS MAP 205 PARCEL 004 a p I- y 5TONE' WALL - c 0� � r% +3.2 ° -� .- 293'± 5TONE WALL Y//,/� I �4�1�9 �� " °• -2.0 _ •- o V� \o LOT 2 k•..: ;; ; • ' i ; '.,I I BEA H -- 9 LAWN - 9 s---LAWN oy �� + 25,583 ± S.F. -I- + _ yr : ': :':'„.\ ° : ' ; ' :•`;.,.;��`•; 2 ,,r Acceee S a ` a PLANTING \'; .:.:; .e:• ••'R: • �� \ \ Grated Tread BED ;.: '.`.;. •,Y 13 Fiber lase Gratin A 2- g 9 LAWN --5 \:•'...•_,,,�• • � .� � _ •..,� � EXISTING : :•: ,..:'..:, ' I SITE LOCUS -, Jet Ski Ramp ► 3 • •.., - ' +3.3 ' bWLLING r>'•R �' "�"'': `j 0 I NOT TO SCALE LAWN -2.0 ,\obs 9� I ('� � Z`-'LAW�-i' � r• .';'"• r---LA r \ 2 o �o `` ' " :' '' ' '' :'� I („) ASSESSORS MAP 205 PARCEL 003 S 001 w « ;: ;•: w > © J ? �/ �`��:.,..... °..:: Z REFERENCE DEED: 2G 150-G3 z"LAA ..i • "::: ;..: r of �\ \ REFERENCE PLAN; 27-14 I + ( s �-- u, wl FLOOD ZONE. A 13 (BFE 1 1) POby :•... . . + 1 .5 n sr Po r 124.G :• :,!/ ► I FIRM PANEL 250001 001 G D + '� \ -�- ' -2.9 2 Qk:PO ;':`*.,, . , PANEL REVISED: JULY 2, 1992 -3.2 g5�` `� .fi n 2311± PLANTING ED _j /�� VERTICAL DATUM: NGVD± O,N� -I .G �\ ° � I � LOT COVER BY STRUCTURE: I I �Q\��` BOO -3.2 s I ZONING DISTRICT: CBD-LB55 �,,,, I I + �a -1 .5 p I LEGEND -3. I \ �. y, ,. opy -' A\ 51 TE PLAN ASSESSORS MAP 205 PARCEL 002 -3. I 1 �-` '�� G i P' 5 0 SCALE: 1" = 20' -I .3 � EXISTING SOUNDING -4.2+ \ \%�P�P���\N 24 5 PR1.4 IOP05ED SOT GRADE POT GRADE !... '1 -'---24--- PROPOSED CONTOUR TOP OF BANK .,. -•�-a--�- LIMIT Of WORK `-^•.�� EDGE OF CLEARING �� + `"� PERMANENT TIMBER DOCK -�-�- FENcE © -4.0 ■ CONCRETE BOUND GO" O 4 1 5°BEVEL(TYP) 48 11 EXISTING TREE 5TAI RWAY ``` - + EL=8,5 C] CATCH BASIN N �/ 1 Ef 5 : -4.2 3�"11 2"x6" RAIL ♦ POST LIGHT 1.) ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW WATER. MINUS 33" FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. MEAN LOW WATER PER MASS. I"xG"CAP 3" 2"x4" RAIL ESTUARIES PROJECT APRIL 200G. 2"41' RAIL 1 2.) DATE OF,5OUN,DING5,JULY 15; 2012. NO EELGRAS5 OBSERVED. z 1 - _.: 1`xG"CAP s 3.)ALL METAL FASTENERS;SMALL BE,•STAINLESS;STEEL. _ `� 2"'xG" RAIL _ FIBERGLASS GRATING OR DECKING(2"x G WITH 3/4"SPACING) 2"x4" RAIL 4.)ALL BENTS SHALL BE FASTENED WITH 3/4"DIAMETER THROUGH BOLTS WITH A DOCK WASHER ON EACH END. 4"xG"CEDAR POST 2"x 12"JOIST5 (USE 4) 5/4" DIAMETER STAINLESS STEEL BOLT(TYP) EL=5,5 o o 4"xG"P05T 5.) PILES SHALL BE IMPREGNATED WITH COPPER CHROMATED ARSENIC(CCA)TO 2.5 L55/CF 2"xG" DECKING, 3/4 SPACING f o 0 3"x8"YOKE OR EQUIVALENT., ALL REMAINING TIMBER SHALL BE CAO OR NON-TREATED COMP051TION " a 11ft Lfe ? . :xz .tE MATERIALS. ..' 2"x l 2"JOISTS (USE 4) 0 3/4" DIAME ER STAINLESS STEEL BOLT(TYP) 2 x6 RAIL 0 0 2"xG" DECKING (�I n t?°1 G.)CONTRACTOR SHALL INSTALL PILES A5 SHOWN A MINIMUM DEPTH OF 15'OR REFUSAL, o 2"x8"YOKE .., ....... MHW= 2:5 7,;,� S�P E EXCEPT AS NOTED, 0 3/4" DIAMETER 5TAINLE55 STEEL BOLT(TYPICAL) 3/4"SPACING 3"x8"CR055-BRACING (TYP.) 7.)PILES SHALL BE CUT OFF AT THE ELEVATION INDICATED ON THE PLAN AT AN ANGLE OF 150, N ... . .• .LS.•, o MLW= 0.0 2 x�3 YOKE LEAD PILE'CAPS ARE PROHIBITED. - ---4 GRADE -•-- GRADE 2"x 1 2"STAIRWAY VTC 8.)4"X G"POSTS SHALL BE DRIVEN A MINIMUM DEPTH OF 4'OR REFUSAL, EXCEPT AS NOTED. STRINGERS Q. ."' - 4"4"CEDAR POST, 18"O.C. 9.) FIBERGLASS GRATING SHALL HAVE A MINIMUM OF G5%OPEN AREA. CONTRACTOR SHALL 12" DIAMETER TIMBER PILE(Tl'P) FURNI5H ENGINEER WITH CUT SHEET FOR SELECTED GRATING FOR APPROVAL PRIOR TO DRIVEN TO A MINIMUM DEPTH OF 15'OR REFUSAL INSTALLATION. c 10.)DETAILS ARE TYPICAL FOR DE51GN PURPOSES AND ARE NOT TO BE USED FOR CONSTRUCTION. `r CRO`55-SECTION (TYP.) CRO55-5ECTION (TYP.) SCALE: 1" = 2' e SCALE: 1" = 2' v Existing Grade 15 -. -4"xG"CEDAR POST, 16"O.C. Fiberglass Grating-:10.4'± Proposed Pier (4' x 4 1 ') 15'-* O.C. 13'C.d. 13'O.C, 13':O,C. 10 . . . . . . . . . . .. . . : . . . .. . . . . . . . . . . : . . . . . . . . . . . . . . . : . .. . . . . . . . . . . . . :. . . . . . . . . . . . . . . : . . . . . . . . . . . . ; . . . . . . . . .. . , ; . . . . . . . . . . . . . . . : . . . .. . . . . . . , . . ; . , . . . . . . . . . .. . . ; . . . . . . . . . . . . . . . :. . . . . . . . . . . .. . . ;. . , , . .. .. . . . . . . ;. . . . . . . .. . . . . . ;. . . .. . . . . , , . .. . : . . . .. . . . . . . , . . . ; . . . . . . . .. . . . . . . roposed Ramp .(4 ' G , 5�� AIRWAY SECTION (TYP.) _ Pro ;osed Float . p SURVEY WORK BY: _ : Deck f±L=;5.5± _ ._. ( ' x I G`) NOT TO SCALE Rosa . . . . . . . . . . .. . . . . . . . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . os.. . . . . . . , . . , , . . , . . . . . , . . . . , . . . . . _ _ ; STEPHEN DOYLE AND ASSOCIATES 9 rn M 42 CANTERBURY LANE �-' Proposed . .................... .. ................... .. . . ......M.H.w.; l- .;5:-".......,.... .,,,.,,, ......,.............. ... EAST FALMOUTH, MASSACHUSETTS 0253G Access.... : TELEPHONE: 34 . .. PHONE 508 540-25 al Marsh Stabs '!N OFAf = 5ury y@ ol.com 0 /. �. �11 �I r�ass�ll, :. . . . . . . . . . . . . . . . . . . . . . . . . . ;. MLW,E.L .0,'O±. . d�� sc sad e a LINDA J. tiN . : . �. j. . �\ ',i� 77 .� �\ : �\ \\ ,� Exlstin Ground PI m, Prepared for: \\r\ i VIL .\ \ ,\ .� ,\ r\ r\ r\ r\; 5 #2 18 Long Beach Road Chain ill Dubber 4" x G" P05t;(Typ.) to Bracket for Float Stops : °�F�c�srER��,� Centerville, MA a minimum depth of 4' _ to All Four Corners ss�ONAL ENG` -5 . . . . . . . . . . . . . . . . : . . . .. . . . . . . . . . . . .. . . . . , . . . . . .. . .�. .. . . ; . , . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . ; . . . , . . . . . . . . . . . . .. . . . . . .. . . .. . . . . . . , . . . . . . . . . . . t Proposed Pier Plan Existing Retaining 2 18 Long Beach Rd., Centerville, MA Wall 1 2" Diam8ter Timber Pile (Typ•) Driven to:a Minimum Depth of 1 5' or Refusal Prepared by: 20 Rascally Rabbit Road Marsto- 1 0 02646 ns Mills,MArJlY 0 10+00 20+00 30+00 Feet) 40+00 50+00 GO+00 70+00 80+00 90+00 ,.► A ;; �l►� Engineering 0 20 40 GO PRO F I LE A-A (TYP.) P.O.Box 2030 Phone:(508)299-3250 SCALE 1 "=20' A. M. Wilson Associates Inc. Teaticket,MR 08536 Pax:(508)548-5478 HORIZONTAL VERTICAL SCALE: 1" = 5' C:\C5N\AW-Long Beach\AW-Long Beach-Pier plan.dwg 508 420 9792/FAX 420 9795 Date:08/10/12 Scale: As Shown 5y: UP Check: MA Project No, C5NO2G2