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0175 IRVING AVENUE
���� ����� ��ve� ,. I� r I , y I i I , �tttc� ptoducis i o, 12115 .z TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION- o - crzq6 (q. (. Map _ a Parcel t Application # 1 Health Division Date Issued 3 Conservation Division Application Fee Planning Dept. Permit Fee k2- � Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/Hyannis Project Street Address Village \k4 1,,_l��j', Owner c, Address 3©1 k(4AV7 Telephone 6<�,t.5" K(:r --vi U -L 49 41, Permit Request RLYMVE + `P_EDL�" �ST" P Uwe � ` Pity -�k �a,® l �U 8rr,tomou qkw-k+ ClkLkL 8Lk,V�SM* q 4 &.A P-A 1 Square feet: 1 st floor: existing -proposed L 9 2nd floor: existing N t proposed Total new A)proposed Zoning District Flood Plain Groundwater Overlay I ove: Project Valuation 2.0 bc� Construction Type WLZA p'M iL o1-4�j i.U,C% St.-I 1,-fl. Lot Size e t Gtz- Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family , ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ;KNo On Old King's Highway: ❑Yes N(No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other r ; Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.f3,A y = C1 Number of Baths: Full: existing new C7 Half: existing Z� e. ra .: , new � Number of Bedrooms: C> existing l_7 new w. _ Total Room Count (not including baths): existing to new First Floor Room O'ount Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Q_ Central Air: ❑Yes >(No Fireplaces: Existing New Existing wood/coal stove: q 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 -b(:�6± )NQ yl 5 c_ Proposed Use 5 Wig_ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name �.I(,��W �i V11�cc�L.� �-Q Telephone Number ,�?' q�-6��� Address 30 l Z License # G S - 00 q q to ilkI . nl. 2q&_ Home Improvement Contractor# m ®� o %.- ji - L Cv orker's Compensation # �G. aiiS? l� (Q- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE II' G FOR OFFICIAL USE ONLY APPLICATION# f -DATE.IS_SUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER r x DATE OF INSPECTION: W FO�UNDPiTION'G�; } Alia FRAME - - - -- - G viINSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ,, ASSOCIATION PLAN NO. r e Commonwealth of Massachusetts Department of Induslxial Accidents. Office vflnvestigations 600 Wasbuigion Street Boston,,MA 02111 ivww.mass_gov!'dia Workers' Compensation Insurance Affidavit:B-mIderslContractorsfEIectrieiansfPlumbeis Applicant Information Please Print Legibly Name 03 on/hidividnai): 73-�J ��,I CiWSta&Zip: IL ,DZ one#. 6-trg 4 U) Are you an employer?Check the appropriate box: T project am s l contractor and I general YI3e of�°] t(required: 1.�I am a employer with �� 4 ❑ I � 6. ❑New construction employees(full and/or parwime)_* have hiredthe sob-contractors 2,❑ I am a sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sob-contractors have 8. ❑Demolition working for me in any capacity. employees and have wod=s 9. ❑Building addition [No workers' comp.insurance comp.insurance. required.] 5. ❑ We area corporation and its. 10..❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11_❑Plumbing repairs or additions mysel€ o workers' right of exemption per MGL q�( insurancerequired.]_T P_ c.152, §1(4),and we have no 12: Roofrepairs employees.[No workers' 13.❑other comp-insurance required.]. •Aay appficsaat that checks boas#1 mast also fill out the section below showing Their workers'compensation policy iUfmMjdm:L fi Hnmeoamess who submit this Lfdd=vvc iadicating they are doing aII waalk and the,hue outside contractors tmtst submit a new affidavit mdicsting such. k:on=mrs that check this boa must attached an additiuzW sheet d w ing the name or fe sab-cua tacoors and stale whether or not those entities have employees. Ifthe sub-conimctorshave employees,they mug provide their workers'comp.policy number. I am ara employer that is providing workers'compensation insurance for nay'employee Below is the porky and,job site information. Insurance Company Name: , Policy#or Self-ins.Lic.#: �r_ S `� i to q Expiration Date: Job Site Address: t 1 t.0 a��''� CitystatelZip: Attach a copy of the workers'compensation.pol'icy declaration page(showing the policy numb zpir-ation 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 S 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 maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do Itemby csrtafy der 9 ns and penalties ofperjuty tliattlie iriforrnation prinided abm�e is true and correct: Bate: 3 Phone Q,o aI use onry. Da not torite in this area,to be completed by city ar town+af cial City or Town: PermitUcense# M Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.CiVrown Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other � Contact Person: Phone t#: 6 A`400RO® CERTIFICATE OF LIABILITY INSURANCE' FDATE(MM/DD/YYYY) 3/8/2014 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 endorsements . ACT PRODUCER DOWLING &O'NEIL INSURANCE AGENCY INC - . NAME: 973 IYANNOUGH RD PHONE FAX PO BOX 1990 E�-MA— Ex vc "° HYANNIS, MA02601 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC A INSURER A: LM Insurance Corporation 33600 INSURED INSURER B: J J DELANEY INC 20 RASCALLY RABBIT ROAD UNIT 2 INSURERC`: MARSTON MILLS MA 02648 INSURER D: INSURER E: INSURERF: COVERAGES CERTIFICATE NUMBER: 19458579 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE DL SUBR POLICY EFF POLICY EXP LIMITS LTR INSD WVD POLICY NUMBER MMIDD MMIDD/YYYY ' COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ CLAIMS-MADE OCCUR PREM SES(AMAGETO RENTED nce $ MED EXP(Any one.person). $ PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY JECT C ❑LOC PRODUCTS-COMP/OP AGG $ JE OTHER: $ AUTOMOBILE LIABILITY - COMBINED SINGLE LIMIT $ - Ea accident ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DE D RETENTION $ A WORKERS COMPENSATION WC5-31 S-318101-013 11/2/2013 11/2/2014 ATE OT AND EMPLOYERS'LIABILITY ER ANY PROPRIETOR/PARTNER/EXECUTNE Y�" E.L.EACH ACCIDENT $ 500000 OFFICER/MEMBER EXCLUDED? ❑N �N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYE $ 500000 If yes,descnbe under 500000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers compensation insurance coverage applies only to the workers compensation laws of the state of MA. This certificate cancels and supersedes all previously issued certificates,only as they relate to workers compensation coverage r�13 --i RE: 175 IRVING AVENUE HYANNISPORTMA (a CERTIFICATE HOLDER CANCELLATION_ TOWN OF BARNSTABLE SHOULD ANY OF THE ABOVE DESCRIBED PO� ICIES BE CAf10ELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL EE> DELJ�RED IN BUILDING DEPARTMENT ACCORDANCE WITH THE POLICY PROVISIONS. 200 MAIN STREET 9 HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE LM Insurance Corporation C L- ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014101) The ACORD name and logo are registered marks of ACORD CERT NO.: 19458579 CLIENT CODE: 1315596 Anne Chandler 3/8/2014 1:21:04 PM Page 1 of 1 Town of Barnstable Regulatory Services +. s'ZsxsT F « yes. 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 < 4 I, Ali lkil&�J , as Owner of the subject property hereby authorize to act on my behalf, in aE matters relative to work authorized by this building permit (Addres of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. /6 G Signature of Owner $lgnatare oApphcant of s SAX 'Dr 6 Print Name Print Nam/e Date Q:FORMS:OWNERPEFMSSIONPOOLS 6=12 Jack Delaney From: Susan McPherson [Suebear3@aol.com] Sent: Thursday, March 06, 2014 8:08 AM To: info@jdelaneyinc.com Subject: Hyannis Port Civic Association Dear Sirs: On behalf of the Hyannis Port Civic Association I authorize J. J. Delaney, Inc. to make certain agreed on repairs to the exterior of our property at 175 Irving Avenue in the village of Hyannis Port. Sincerely, Susan McPherson, President HPCA 1 i dw Massachusetts-Departme,rrt of.Public Safety Board of Building Regulations and Standards, Construction"S4ervisor License:CS-M961 �%�SET7 S OCA JOHN J DELY 271 PLUM Sr W BARNSfirB 7 y °�.�.►7. t'oa p 3o Ex iration J commissioner 04/1412014 a AT/ Evaluation Service ' A Division of Architectural Testing— Certification Services Code Compliance Research Report CCRR-0165 Subject to Renewal: 12/22/11 Issued: 12/22/10 Visit www.archtest.com for current status Revised: 02/04/11 Page 1 of 10 AZEK Building Products 3.2.1. Materials and Processes — Rails, 801 East Corey Street balusters and post sleeves are a co-extruded Scranton, Pennsylvania 18505 Wood-Plastic Composite (WPC) material with a (877)275-2935 polymer cap layer produced in the following www.azek.com colors: White Redwood Brownstone Sand 1.0 Subject Classic Grey Slate Grey Guardrail Systems Mahogany Black Clay Kona AZEK Rail 3.2.2. AZEK Rail recognized in this report are Premier produced in four styles; Premier, Trademark Trademark Select Select, Trademark Select-Flat and Trademark Trademark Select Flat Reserve. See Figures 2-5. Trademark Reserve 3.2.3. Balusters for all systems except 2.0 Research Scope Trademark Reserve are 11/4 square,.with beveled corners. Trademark Reserve Balusters 2.1. Building codes are 11/4" by 13/4'with beveled corners. 2009 International Building Code(IBC) 3.3. Guardrails have an installed height of 36" or 2009 International Residential Code(IRC) 42" above the floor surface. See Table 1 for 2007 Florida Building Code (FBC) including, Permissible spans based upon use. High Velocity Hurricane Zone(HVHZ) 4.0 Performance Characteristics 4.1. The AZEK Rail systems described in this 2.2. Properties report have demonstrated the capacity to resist Structural Performance the design loadings specified in Chapter 16 of the IBC, Section R301 of IRC, and FBC Chapter Durability 16. Surface Burning 4.2. Structural performance has been demonstrated for a temperature range from + Decay Resistance -20°F to 125°F. - Termite Resistance 4.3. Materials used are deemed equivalent to 3.0 Description preservative treated or naturally durable. wood for resistance to weathering effects, decay, and 3.1. General — AZEK Rail are guards and attack from termites. guardrails under the definitions of the referenced codes. They are intended for use at or.near the 4.4. The polymer capped WPC material used in open sides of elevated walking areas of the manufacture of AZEK Rail has a flame buildings and walkways including stairs and spread index of 25 when tested in accordance ramps as required by the referenced codes. with ASTM E 84. 3.2. Guardrail systems are an assemblage of 5.0 Installation top and bottom rails, vertical balusters and Installation shall be in accordance with the support posts. manufacturer's installation instructions and this report. Where differences occur between this report and the manufacturer's installation " instructions, this report shall govern. Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com A TI-ES Code Compliance Research Report CCRR-0165 Page 2 of 10 5.1. Top rails of all systems consist of two 6.0 Supporting Evidence components. A retainer rail, common to all . 6.1. Drawings and installation instructions systems includes 3/16" predrilled holes spaced submitted by the manufacturer. 5.1 o.c for screw attachment to baluster ends. Profile top rails unique to each rail style are 6.2. Reports of testing demonstrating attached to the top of the retainer rail. compliance with ICC-ES Acceptance Criteria for 5.2. Bottom rails include 3/16" predrilled holes Deck Board Span Ratings and Guardrail along the top side of the rail and 3/8 weeping Systems (Guards and Handrails), AC174 holes predrilled along the bottom side of the rail effective June 1, 2009. spaced 5.1" o.c. for screw attachment to 6.3. Reports of testing and engineering analysis baluster ends. - demonstrating compliance with the performance 5.3. A center support block consists of a requirements of ASTM D 7032-07, Standard 43/8, length of baluster extrusion attached to the Specification for Establishing Performance bottom of the bottom rail with a stainless steel Ratings for Wood-Plastic Composite Deck plate. Boards and Guardrail Systems (Guards or Handrails) 5.4. Top and bottom rails are attached to 6.4. Quality control manual in accordance with support posts with stainless steel brackets. IMES Acceptance Criteria for Quality Control 5.5. Polymer capped WPC Posts are utilized as Documents AC10, revised July 2008. a non-structural sleeve over a conventional 4x4 7.0 Conditions of Use or 6x6 wood post or, as a structural support when installed with surface anchored steel post The guardrail assemblies identified in this report mounts. Post sleeve/post mount bracket are deemed to comply with the intent of the combinations include: provisions of the referenced building codes 16 Inch 4x4 post mounts consist of a subject to the following conditions. 16"tall steel tube post-mount bracket with a 7.1. Guardrails recognized in this report and 4x4 So. Pine wood post for the full rail regulated by the IBC or IRC are limited to assembly height and inserted the full 16 exterior use. Scope of exterior use includes all inch depth into the steel tube bracket. 4x4 construction types where wood is permitted in wood post grade shall be No. 2 or better. accordance with Section 1406.3 of the IBC and (32 or 42) Inch 4x4 post mount consisting in One and Two Family Dwellings regulated by of a 36" or 42" (full rail height) tall, 3-1/2" the IRC. square steel tube post-mount bracket. 7.2. Conventional wood posts used as supports (32 or 42) Inch 6x6 post mount consisting for guardrails are not within the scope of this of a 36 or 42" (full rail height) tall, 5-1/2" report and are subject to evaluation and square steel tube post-mount bracket. approval by the building official. Supports must satisfy the design load requirements specified in A 22.50•post sleeve with 22.50, 36" or 42" Chapter 16 of the IBC and must provide suitable (full rail height) tall steel tube post-mount material for anchorage of the rail brackets. bracket. Where required by the building official, 5.5.1. Surface mount post brackets may be engineering calculations and details shall be anchored to a concrete surface with approved provided. anchors (not included in the scope of this report) 7.3. Compatibility of fasteners, and other or to a wood deck through structural blocking as metallic components with the supporting shown in Figure 8. structure, including chemically treated wood, is 5.5.2. Conventional wood posts and the wood not within the scope of this report in the supporting structure shall have a specific gravity of 0.50 or greater (Southern Yellow Pine or better). I Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com f A TIES Code Compliance Research Report CCRR-0165 Page 3 of 10 7.4. Concrete anchorage or other railing system 8.2. The name and/or registered mark of the attachments not specifically addressed in this independent inspection agency, Intertek Testing report shall be designed by a licensed design Services NA LTD.. professional. Where required by the building 8.3. The ATI-ES Code Compliance Research official, engineering calculations and details shall Report Number (CCRR-0165) and the following be provided. The calculations shall verify that statement: the anchorage complies with the building codes for the type and condition of the supporting "See CCRR-0165 at www.ati-es.com for uses construction. and performance levels." 7.5. AZEK Rail is manufactured in Toronto, 9.0 Code Compliance Research Report Use Ontario, Canada in accordance with the 9.1. Approval of building products and/or manufacturer's approved quality control system with inspections by Intertek Testing Services NA materials can only be granted by a building LTD. official having legal authority in the jurisdiction where approval is sought. 8.O Identification 9.2. Code Compliance Research Reports shall The AZEK Rail guardrail assemblies identified in not be used in any manner that implies an, this report, shall be identified with labeling on the endorsement of the product by ATI. individual components or the railing system - packaging and include the following: 9.3. Reference to the Architectural Testing internet web site address at www.archtest.com 8.1. Name of the manufacturer and the is recommended to ascertain the current version manufacturers address. and status of this report. Table 1 Azek Rail Systems Building Code Recognition Building Code Recognition and Maximum Allowed Guardrail Installed Length Height(' IBC IRe FBC4 36" 96" 93" 96" Level Rail Limited Use Limited Use 4211 72" 72" 96" Level Rail 96"with limited use 93"with limited use 36"and 42" 58"/Horizontal projected length between supports ' Stair Rail All Uses 1. Railing height is the installed height from walking surface to top of top rail. 2. Railing lengths are maximum clear length between supports. 3. Limited to use in One-and Two-Family Dwellings(IRC). 4. Including the High Velocity Hurricane Zone (HVHZ) 5. Use Limited to the following conditions; - Detached one-and two-family dwellings and multiple single-family dwellings (townhouses) not more than three stories above grade in height with a separate means of egress. - Residential use Group R-3 adult and child care facilities that are within a single-family home. - Residential use Group R-4 and the building is protected by an automatic sprinkler system. I Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com A TI-ES Code Compliance Research Report CCRR-0165 Page 4 of 10 Table 2-Support Posts-Allowable Spacing Surface-Mounted Supporting Maximum Post Center Spacing Support Posts Structure and Code Occupancy Classification (See Figure 7) 16 inch 4x4 Steel post mount 74-1/2 inches/ IBC with 4x4(36"or 42")' tall wood postz Concrete (36" or 42")4x4 Steel post mount 96 inches IRC only (One-and Two- Family Dwellings) (36" or 42")6x6 Steel post mount (36"or42")22-1/20 Steel post mount Wood Deck 74-1/2 inches (See Fig.8) IRC only (One-and Two- Family Dwellings) 1. Posts are full height of supported rail assembly. 2. No. 2 Southern Pine or better. i Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 ` www.archtest.com Ak A TIES Code Compliance Research Report CCRR-0165 Page 5of10 Table 3 -fastening Schedule Connection Fastener Quantity Bracket to Top Retainer Rail"or to Bottom Rail: 1/4-20 x 1/2" pan-head, stainless steel machine screw, into 1/4-20 x 1/2" Two flanged screw-in threaded insert. (threaded insert requires two-step pre- Rail-to-Post drilling: 3/16"followed by 3/8" pre-drill) (Rail Brackets) Bracket to Post: #14 x 2" pan-head, Type A point, stainless steel screws Two (1/4" pre-drill in post sleeve and 7/32" pre-drill into steel mounts) Baluster to -#8-10 x 3"flat head,square-drive, One Bottom Rail Type A point, stainless steel screw Baluster(top)to #8-10 x 1-3/4 in, flathead, square-drive, One Retainer Rail Type A point, stainless steel screw Center Support Plate to Center Support Block: #8-10 x 1-3/4 in, flat head, square-drive, One Center Support Type A point, stainless steel screw Block to Bottom Rail Center Support Plate to Bottom Rail: #6-9 x 1 in, Philips pan head, Two stainless steel TEK screws Top Rail to #6-9 x 1 in, Philips pan head, Three Retainer Rail stainless steel TEK screws Post Mount to 3/8-16 x 7 in, Grade 8 Hex-Head Steel Cap Screw Wood Deck with 3/8 in steel fender washer, 3/8 in SAE steel Four flat washer,and 3/8 in steel hex nut, under deck 3/8"Anchor Bolts Post Mount to (Length and type as required for Concrete type and condition of the supporting structure) Four Concrete anchors are not within the scope of this report Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com Ak A TI-ES Code Compliance Research Report CCRR-0165 Page 6 of 10 - 1.7300 1.725 1.2300 00.14C 1.2300 Doa 1.2300 1 .071 D Retainer Rail 11/4' Baluster 11/4'x 13/4' Baluster (All systems) (All systems except Reserve) (Trademark Reserve) -2,350 -L 0.299 1973 Eo To —, 0 0 Level Rail Bracket Hinged Stair Rail Bracket Figure 1 -Rail Components 3.5563 2.5300 2.1104 2.0304 Victorian 31/2 Top Rail Victorian 21/2 Top Rail (Level Rail) (Stair Rail) 2.586 - 1.587 Victorian Bottom Rail (Level and Stair Rail) Figure 2—Victorian/Premier Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com A TIES Code Compliance Research Report CCRR-0165 Page 7 of 10 2.4997 3.5320 2.0000 + 2.0580 Colonial 31/2'Top Rail Colonial 21/2'Top Rail (Level Rails) (Stair Rails) -7 2.127 E12.154--� Colonial Bottom Rail (Level and Stair Rail) Figure 3—Colonial/Select a5oo (REF.) 2s24 O 2.064 1.953 (REF.) 1.7fi0 1.560 31/2" Select Flat Top Rail 21/2" Select Flat Top Rail (Level Rails) (Stair Rails) 2.127 r2.154 Select Flat Bottom Rail (Level and Stair Rails) Figure 4-Select Flat Architectural Testing, Inc. 130 Derry Court e York, PA 17406 717-764-7700 www.archtest.com O�A TPES Code Compliance Research Report CCRR-0165 Page 8 of 10 5.375 2.278 1.745 4.775 31/2 Select Flat Top Rail 3.500 1.600 1.530 Select Flat Bottom Rail Figure 5—Trademark Reserve 6.280 6399 PCP. -4.2700 / 5�2 5.850 6.280 Pam. 4.2700 4x4 Post Sleeve 6x6 Post Sleeve 22.50 Post Sleeve Figure 6=Polymer Capped,WPC Post Sleeves I Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com Ak A TI-ES Code Compliance Research Report CCRR-0165 Page 9 of 10 �+ -6.375 �6.375� o 1 6.375 3.500 6.375 3.550 ® i i0 44 Post Mount 44 Post Mount 16 Inch Height Full Rail Height(36"or 42") sass �8.500� . p, l O Q 8 081 0 . 6.500 O 6.460 ,// asrs ear 0 0 6x6 Post Mount 22.50 Post Mount Full Rail Height(36"or 42") Full Rail_Height(36"or 42") Figure 7—Steel Post-Mount Brackets Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com Ak A TIES Code Compliance Research Report CCRR-0165 Page 10 of 10 ' RAILING SECTION # i - 03/8" X 7" THROUGH BOLTS SURFACE MOUNT BASE PLATE #8 X 3" DECK SCREW 2X8 LUMBER BLOCKING (2 LEVEL PER SIDE) STACK UP (3 STACKED) BOX JOIST !?k%'X O 1-1 2" WASHER S �' n NUT � s � Note: Cross supports and reinforcement shown are 2x8 Southern Pine (treated) or approved equivalent fastened with#8 x 3" deck screws (3 per side and 3 per end in each of the three blocking members) Figure 8-Post-Mount installation on Wood Deck Architectural Testing, Inc. 130 Derry Court• York, PA 17406 717-764-7700 www.archtest.com f ESR-1481* REPORT TM Issued June 1, 2005 This report is subject to re-examination in two years. ICC Evaluation Service, Inc. Business/Regional Office■5360 Workman Mill Road,Whittier,California 90601 ■(562)699-0543 Regional Office■900 Montclair Road,Suite A,Birmingham,Alabama 35213 ■(205)599-9800 WW W.Icc-es.o ra Regional Office■4051 West Flossmoor Road,Country Club Hills,Illinois 60478■(708)799-2305 DIVISION:06—WOOD AND PLASTIC 3.0 DESCRIPTION Section:06500—Structural Plastic 3.1 General: Section: 06610—Plastic Railing and Guards The Premier Composite Decking and Railing Systems are REPORT HOLDER: made from a composite material that consists of wood fibers and a thermoplastic polymer plastic. The deck boards and COMPOSATRON MANUFACTURING INCORPORATED railing are manufactured by an extrusion process in 25 IRONSIDE CRESCENT accordance with the approved quality control manual, to TORONTO,ONTARIO M1X 1G5 produce comparable lumber-sized members and railing CANADA components. (416)335-6500 3.2 Deck Board: www.composatron.com ipratt(a)composatron.com 3.2.1 General:The Premier Composite Decking board is a 38 percent polyethylene, 50 percent wood fiber and 12 EVALUATION SUBJECT: percent additive material, manufactured with dimensions of 1.0 inch by 5.44 inches (25.4 by 138 mm) and 0.9 inch by PREMIER COMPOSITE DECKING AND RAILING SYSTEMS 3.56 inches(22.9 by 90 mm).Figure 1 provides dimensioned cross-sectional profiles of the board. ADDITIONAL LISTEE:. 3.2.2 Durability: The material used to manufacture the Premier Composite Decking boards described in this report THE DOW CHEMICAL COMPANY is equivalent in durability to code-complying preservative- 200 LARKIN CENTER treated or naturally durable lumber when used in locations MIDLAND, MICHIGAN 48674 described in Section 2.0. Premier Composite Decking iesurma(cDdow.com products have been evaluated for structural performance PRODUCT NAME: DOW SYMMATRIX SCENIC SERIES when exposed to temperatures ranging from -20 F (-29 C) DECKING to 125°F(52°C). 3.2.3 Surface-burning Characteristics: When tested in 1.0 EVALUATION SCOPE accordance with ASTM E 84,the Premier Composite Decking boards described in this report have a flame-spread index of Compliance with the following codes: no greater than 200. ■ 2003 International Building Code®(IBC) 3.3 Guards: ■ 2003 International Residential Code®(I RC) 3.3.1 General: Premier Composite Railing is a 49 percent ■ 1997 Uniform Building CodeTm (UBC) wood fiber and 51 percent polyvinyl chloride (PVC) guard system consisting of post sleeves and caps,optional Premier Properties evaluated: steel surface mount bracket,top and bottom rails, a top-rail ■ Structural retainer,balusters,and a bottom-rail support block.The post sleeves are placed over a 17-inch-long (432 mm) Premier ■ Durability steel surface mount bracket holding a nominally 4-inch-by-4- Surface-burning characteristics inch (102 by 102 mm), preservative-treated, spruce-pine-fir, 2.0 USES . construction-grade wood member. 'The Premier Composite Decking.System described in this 3.3.2 Premier Composite Railing System: report is limited to exterior use as deck boards for balconies, 3.3.2.1 Colonial Profile: The guard's top rail is porches,and decks.The Premier Composite Railing System manufactured in two Colonial- type cross sections with described in this report is limited to exterior use as guards for nominal widths of 2'/2 inches (64 mm) and 31/2 inches (89 balconies,porches,and decks.The products described in this mm).Both top rail sections must be installed over a"retainer" report are -used in Group R Occupancy (residential) top rail (see Figure 3). The bottom rail has nominal cross- buildingsof Type V-B (IBC)or Type V-N (UBC)construction sectional dimensions of 15/8 inches by 21/8 inches (41 by 54 and buildings constructed in accordance with the IRC. The mm).The balusters are 1'/,-inch-by-1'/,-inch (31 by 31 mm) Premier Composite Railing System,Colonial Guard,is for use square hollow cross sections with internal webs. The guard in One-and Two-Family Dwellings only. system is available in standard 6-and 8-foot(1830 and 2440 "Revised January 2007 M REPORTS'" are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by/CC Evaluation Service,Inc.,express or implied,as to any, finding or other matter in this report,or as to any product covered by the report. `® moo rx°oucrcanMM Copyright©2005 Page 1 of 6 i ._ Page 2 of 6 ESR-1481 mm) lengths with heights of 36 inches and 42 inches. The 4.3.2 Installation: post sleeve is comprised of a wood plastic composite(WPC) hollow sleeve measuring 4'/4 inches by 4'/4 inches(108 mm 4.3.2.1 Premier Composite Railing System Post Sleeves: by 108 mm)on the outside,which slides over a 17-inch-long The Premier Composite Railing System post sleeve slides (432 mm)steel surface mount bracket holding a nominally 4- over the Premier steel surface mount bracket holding a dry, inch-by-4-inch(102 by 102 mm),preservative-treated,spruce- Preservative-treated, nominally 4-by-4, spruce-pine-fir, pine-fir,construction-grade wood member.Figure 2 provides construction-grade wood post with a minimum specific gravity dimensioned cross-sectional profiles of the rails,baluster and than trimming The post must not be notched or cut in any way other post sleeve. than for length. 3.3.2.2 Victorian Profile: The guard's top rail is 4.3.2.2 Premier Composite Railing System:The retaining manufactured in a Victorian-type cross section with a 3'/2 rail and t post s he leeve tolthe must be attached through bracket or inch(90 mm)nominal width.The top rail section is designed composwood post insert utilizing two No.14 by 2-inch-long (51 mm) to be installed over a "retainer"top rail (see Figure 5). The bottom rail has nominal cross-sectional dimensions of 1% stainlThere are a steel o 1panhead imbedded threaded at inserts cat d of h end of the inches by 2/e inches(41 by 54 mm). The balusters are 1 /4 bottom rail and the top retaining rail. Two '/;20 by1/2-inch- with ' inch-by-1 /;inch(31 by 31 mm)square hollow cross sections long(6.4 mm by 12.7 mm);stainless steel pan head bolts are internal webs. The guard system is available in a utilized to attach the brackets, manufactured from stainless standard 6-foot(1830 mm) length with heights of 36 inches(914 mm) and 42 inches (1067 mm). The post sleeve is steel and 1'/2 inches(38 mm)long,to each end of the bottom nd the comprised of a WPC hollow sleeve measuring 41/4 inches by - rail an retaining rail p retaining atta attached rail. thThe ttop rail hree tio.installed over the 4 /4 inches(108 mm by 108 mm)on the outside,which slides ( ong 25.4 mm) stainless steel screws equally spaced along the over a 17-inch-long (432 mm) steel surface mount bracket holding a nominally 4-inch-by-4-inch (102 by 102 mm), rail length. preservative- treated, spruce-pine-fir, construction-grade Balusters are installed with a single No.8 by 2-inch-long(51 wood member. Figure 4 provides dimensioned cross- mm)stainless steel wood screw through the retainer rail and sectional profiles of the rails, baluster and post sleeve. a single No. 8 by 3-inch-long (76 mm) stainless steel wood 3.3.3 Durability:The material used to manufacture Premier screw installed through the bottom rail. All fasteners are Composite Railing is equivalent in durability to node- provided by Composatron Manufacturing Incorporated. Figures 3 and 5 provide cross-sectional profiles of the rails complying, preservative-treated or naturally durable lumber when used in locations described in Section 2.0. and baluster showing how they connect together. Each post sleeve is mounted to the supporting framing by 3.3.4 Surface-burning Characteristics: When tested in means of the steel surface mount bracket in accordance with accordance with ASTM E 84,Premier Composite Railing has the manufacturer's installation instructions,or by boxing in the a flame-spread index of no greater than 200. nominally 4-inch-by-4-inch(102 mm by 102 mm)PT SPF post 4.0 DESIGN AND INSTALLATION so there is support on all four sides. 4.1 General: The Premier Composite Top Railing, when installed as specified in this report and the manufacturer's published Installation of the Premier Composite Decking and Railing installation instructions, is permitted to be constructed with a Systems described in this report must comply with this report maximum rail length as noted in Table 2 when supported by and the manufacturer's published installation instructions.The construction capable of withstanding the loads described in manufacturer's published installation instructions must be the applicable building codes. See Figures 6 through 9. available at the jobsite at all times during installation. When 5.0 CONDITIONS OF USE the manufacturer's published installation instructions differ from this report,this report governs. The Premier Composite Decking and Railing Systems 4.2 Deck Boards: described in this report comply with, or are suitable alternatives to what is specified in,.those codes listed in 4.2.1 Structural: Premier Composite Decking,when used Section 1.0 of this report,subject to the following conditions: as a deck board, has an allowable live load capacity when 5.1 The Premier Composite Decking described in this report installed perpendicular to the supporting construction,and at is limited to exterior use as deck boards for balconies,. a maximum center-to-center spacing of the supporting porches,and decks;and the Premier Composite Railing construction, as prescribed in Table 1. System described in this report is limited to guards for 4.2.2 Fasteners: The boards must be attached at each balconies, porches, decks and similar appendages of wood joist using two No. 9 by 21/2-inch-long (38 mm) Group R Occupancy buildings of Type V-B (IBC) or corrosion-resistant wood screws. The maximum allowable Type V-N (UBC) construction and structures fastener head pull-through load is 303 Ibf (1364 N) per constructed in accordance with the IRC. The Premier fastener.Fasteners located within'/4 inch(6 mm)of the ends System has not been evaluated for use as a handrail or of each board must be predrilled. A minimum of inch (3 as a guard for stairs. mm) of space must be provided between installed deck 5.2 Installation must comply with this report, the boards. manufacturer's published installation instructions, and 4.3 Guards: the IBC, IRC and UBC. Only those fasteners and fastener configurations described in this report have 4.3.1 Structural: The Premier Composite Railing System been evaluated for the installation of the Premier resists the loads specified in Chapter 16 of the IBC and UBC, Composite Decking and Railing Systems. and Chapter 3 of the IRC, when installed at a maximum 5.3 The use of the Premier Composite Decking as a distance between posts as prescribed in Table 2.When the component of a fire-resistance-rated assembly is railing is supported on one or both ends by the supporting outside the scope of this report. construction,the maximum distance must be measured from the inside face of the post to edge-of-structure or edge-of- 5.4 Adjustment factors outlined in the NDS, the IBC, the ` structure to edge-of-structure;respectively. IRC and the UBC do not apply to the allowable capacity l � Page 3 of 6 ESR-1481 and maximum spans for Premier Composite Decking 5.9 The Premier Composite Decking and Railing Systems and Railing Systems. are produced by Composatron Incorporated at their 5.5 The Premier Composite Decking and Railing Systems facility located in Toronto, Ontario; under a quality must be directly fastened to supporting construction. control program with inspections by Intertek Testing Where required by the code official, engineering Services(AA-688). calculations and construction documents consistent with 6.0 EVIDENCE SUBMITTED this report must be submitted for approval. The Data in accordance with the ICC-ES Acceptance Criteria for calculations must verify that the supporting construction Deck Board Span Ratings and Guardrail Systems (Guards complies with IRC requirements and is adequate to and Handrails)(AC174),dated April 2002(editorially revised resist the loads imparted upon it by the products and July 2004;corrected December 2004). systems discussed in this report.The documents must contain details of the attachment to the supporting 7.0 IDENTIFICATION structure consistent with the requirements of this report. 7.1 Deck Board: Each piece of product must be identified The documents must be prepared by a registered by a stamp or nonremovable label noting the names of design professional where required by the statutes of the product and the manufacturer ("Composatron the jurisdiction in which the project is to be constructed. Manufacturing Incorporated"); the evaluation report 5.6 The compatibility of fasteners, metal post mount number (ESR-1481); and the name of the inspection components and other metal hardware with the agency(Intertek Testing Services). - supporting construction, including chemically treated 7.2 Guards:Each railing component described in this report wood, is outside the scope of this report. must be identified by a label on each individual piece or 5.7 The use of the post sleeve installed over inserts other article of packaging bearing the name of the product than those described in this report(see Sections 3.3.1 and the manufacturer's name ("Composatron and 4.3.2.1)is outside the scope of this report. Manufacturing Incorporated"); the evaluation report number (ESR-1481); and the name of the inspection 5.8 The Premier Composite Railing System, Colonial agency(Intertek Testing Services).The Colonial Guard Guard, is"For Use in One-and Two-Family Dwellings system label must also include the phrase"For Use in Only." One-and Two-Family Dwellings Only." TABLE 1-DECK BOARD SPAN RATIOS DECK BOARD MAXIMUM SPAN(in)' ALLOWABLE CAPACITY (Ibf/ft2)Z Premier(at 90°to supporting joist) 16 100 For SI: 1 inch=25.4 mm; 1 Ibf/ftZ=47.9 Pa. 'Maximum span is measured center-to-center of the supporting construction. 'Maximum allowable capacity is adjusted for durability.No further increases are permitted. TABLE 2—MAXIMUM GUARDRAIL SYSTEM SPANS' PRODUCT NAME/COMPONENT APPLICABLE BUILDING CODE MAXIMUM SPAN',0 IBC IRC UBC (ft-in) Colonial 2'/Z inch Guards Yes Yes — 6-0 Colonial 3'/2 inch Guards Yes Yes — 8-0 Victorian 3'/2 inch Guard Yes Yes Yes 6-2- For SI: 1 inch=25.4 mm; 1 ft=305 mm. 'The ability of the supporting construction to resist the reactionary loads must be justified to the satisfaction of the code official when required. 'Indicates compliance with the respective building codes. .• Maximum span is measured from inside edge of post to inside edge of post or inside of post to edge of structure,or edge of structure to edge of structure. 'Maximum allowable span has been adjusted for durability.No further increases are permitted. SFor use in One-and Two-Family Dwellings only. Page 4 of 6 ESR-1481 5.440 . EXTRUDED PROFILE. 1:000 3.550, .900 R0.100 FIGURE 1 2.4997 3.5320 . 2.0 W o 2.0000 1 .725 2.127 1 .071 r2.154 FIGURE 2—COLONIAL RAIL COMPONENTS Page 5 of 6 ESR-1481 3'IZ"COLONIAL ASSEMBLY 2'IZ"COLONIAL ASSEMBLY FIGURE 3 3.5563. 1 .725 2.586 2.1104 1 .071 1.687 1 . az7oo _. -1 .z300 4.2700 1 .2300 " 0 , oe FIGURE 4—VICTORIAN RAIL COMPONENTS FIGURE 5-3'I2"VICTORIAN ASSEMBLY Page 6 of 6 ESR-1481 8ft,COLOMtAL SECTION ' 104TS60 - E 4280' 61000° 38 00 & 36A00 44A00 (REFS �42 0 0 3,873 . FIGURE 6 Typical Note: The use ofthe post sleeve installed over Insert other than those described in this report is outside the scope ofthis report. Eft_COLONIAL SECTION r 4280`' 2i0D0 42 A00 & "42A00: : Al 3973 . "f 113rifiw he r 11 6 kcbw, FIGURE 7 8ft�V ICT ORIAN-Sf CTION 104'560 4280" � 6A00" 38 OA 0 :36 000 (REF:), A2 00 3,938. FIGURE 8 {Rts V1 CT:0RIAN SE CT,I0N .560 4280 ,T�:Ogb 38 44, & 36 007-7 44AOq. & - (RL 3m8. ill-eoiiu 6n1:6;k:�w '. _ FIGURE 9 I i TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map ' Parcel IZZ� Health Division ?�� : 'atelssd 3: Conservation Division Application Fee ' Planning Dept. `' - Permit Fee S o Date Definitive Plan Approved by Planning Board Historic - OKH Preservation /Hyannis r /3 — � /ik fZl5L Project Street Address II'L Village U-11wo.S o ns— t2(� Owner UAL)WfOrLT CZUl L 6�>b Address (20 lEMPUtSft UN 0a641 Telephone 5 0 V `7 1 G Permit Request (1Q1,1aL(L S i U9';I'� O irj GLo &4 m o y I� $ Square feet: 1 st floor: existing_231proposed 3 2nd floor: existing proposed Total new .'Zoning District r:5• Flood Plain Groundwater Overlay Project Valuation ' 000 , 04 Construction Type (Loo funs Lot Size r 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 ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing 0 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 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ����`� � j, G).1� Telephone Number V C V 6 OM Address Pu 1 D 41— Mawmo Lt th License # L 61 G C Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RE LTING FROM THIS PROJECT WILL BETAKEN TO "cZW 6_ SIGNATURE DATE AIA :4 FOR OFFICIAL USE ONLY 4 r k _ APPLICATION# DATE ISSUED } MAP/PARCELNO. { ADDRESS VILLAGE OWNER x DATE OF INSPECTION: f ,t FOUNDATION E • FRAME INSULATION FIREPLACE F ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH t FINAL GAS:; ROUGH FINAL ` FINALCBUILDING . DATE CLOSED OUT ASSOCIATION PLAN NO. t (.r$g',C.�:+7")'!I.'?.�s �i� "?: -' {.�.`.{y,i �;. � '1:_;,� it I-..;�`'���It�'�' k"1 • 1 ���5si' a15:'$ 1>yt�t '-,. � s .F 7. :y'�� is�.•)t,s� ,�ra S 3 r't x-.. ',. Tt:: 17. r�! �... ". � R e Co n ea o Massac use '� ' Department of Industrial Accidents- -_; . Office of Investigations` `" 600 Washington Street Boston,MA`0211 X i"- .mass gou(dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers . Applicant Information Please Print Legibly Name(Business/OrganizationdndividtW): uar-ow e u autir Lt- c Address: L11' 014W 5`` P d d bkv— 1�3i�ilLJ S���i�1c ti I City/State/Zip: Phone#: 17qLt 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 2. I am a sole proprietor or partner- listed on the attached sheet. 7. ❑Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' [No workers'comp. insurance comp, insurance. # 9. ❑Building addition - required.] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 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 °2[�B employees. [No workers' 13.El Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. 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 Investigations of the DIA for ep 4erage verification. I do hereby certify u d6r"',Vlpenaldes of perjury that the information provided aboveru;�d correctSi ature: Date: Phone#: Official use only. Do not write in this area,to be completed by city or town official 1 City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: `n1Cn\��� �(►O�.it`� L`):1� C0115 p6 36 .. e C� 1 s n 1= s - ,, VJNI vNE 45 30 r� O BO P PB�-E MA 026 coo 8126129�3 N B.. 6 Town of Barnstable Regulatory Services Thomas F.Ceder,Director . Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.towmbarnstable.ma.us Office: 508-862-4035 Fax 508-790-6230 • Property Owner Must Complete and Sign This Section_ I_ U�A.Builder z, S U MO.. K& PIWOIJ P RTAILA Owner of the subject property, ro Pay hereby authorize I J j Vj f S�� f U RV tV Uq D to at t on mp beha]f, in all matters relative tO Work authorized by this building parmft �UAWC_ U f", (Address of Job) **Pool fences and alarms are the responsibili of the applicant.tY e a pp 'Pools , are not to be flled.before fence is installed and pools are not to be Utilized until all final inspections are Woff fcepted. Signature of Owner Print Name Print Name Date QTORN :OWNE UTRMISSIONPOOIS tl,: &p i vQ, POO:. 10tv U fL 19u1/4-AuL 1 y I LL f f .�U" A S.`C .... E t-EYAT 10 N. / I�r`✓`lk` 1Too� t1A"OXINSt06 i:qM EX rmoumNh _ 41 ",rl ■ n n , i - . LA { I i - , 1 t i F r l t i t , i - • - —-- •--- -- —-�-- d'� _ PIT , , -- . Ler Dovx 1 � 5 ,C 0-' 4 - _{ tv _ AM All _ - AV ad V!go -- ftOAA or 1V �- : ; APPROVED PLAN v e '�c�5 PROP. 12 X 32' kJ tK , TIMBER FLOAT r PROP. PILES r r , r PIER EX15�. r r /V/V/,E;7 r o SCALE: 1 =40' �--1 A RZE5C:)1c;F ROBERT E. A. � c BRNANN.JR,z v F`S�O PP�F� rc S U R HYANNISPORT CIVIC ASSOC. BRAMAN SURVEYING & ASSOC., LLC 140 MARION ROAD WAREHAM, MA. APRIL 12, 2006 SHEET 1 OF 2 I i?5- R ill A)G-/-c16. r` ` Massachusetts Department of Environmental Protection } B�ireau of Resource Protection -Waterways Regulation Program w1 ita Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal N No. Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Hyannisport Civic Assocation Name of Applicant iyanough & Irving Ave. hyannis harbor Hyannisport Project street address waterway Cityrrown Description of use or change in use: To provide the applicant with access to navigable waters To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws.' x v� 2 a dico � Printed Name of Municipal Official D C� ature MunicipalOfficial Title City own CH91 App.doc•Rev.6/06 Page 6 of 13 Massachusetts Department of Environmental Protection W1173878 Bureau of Resource Protection -Waterways Regulation Program Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment ""p°fta^t: A. Application Information (Check one) When tilling out forms on the NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing computer,use only the tab key Package for BRP WW06. to move your cursor-do not Name (Complete Application Sections) Check One Fee Application # use the return key. WATER-DEPENDENT- General (A-H) ® Residential with <4 units $175.00 BRP WW01 a ❑ Other $270.00 BRP WW01 b ❑ Extended Term $2730.00 BRP WW01c Forassistance _.._.._.._.._.._.._.._.._.._.._.._.-_.._.._.._.._.._.._.._.._._.._.._-._.._-._.._.._.._.-_.._.._-._.._.._.-_.._.:----.._.._.._-._.._.._.._.._.._.._.._.._.._. in completing this a Amendment(A-H) ❑ Residential with < 4 units $85.00 BRP WW03a' application,please see the ❑ Other $105.00 BRP WW03b "Instructions". NONWATER-DEPENDENT- Full (A-H) ❑ Residential with < 4 units $545.00 BRP WW15a ❑ Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c ..............................................._ Partial (A-H) ❑ Residential with <4 units $545.00 BRP WW14a [] Other $1635.00 BRP WW14b ..................................I............ ❑ Extended Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c ----•--•-----.._---.._.._..-••-•--••-••-••-••- - Joint MEPA/EIR(A-H) ❑ Residential with <4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c -.._..-.._.._..-.._.._.._.._.._.._.._.._.._.._. Amendment(A-H) ❑ Residential with <4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Termn $1090.00 BRP WW03e CHM App.doc•Rev.6/06 Pagel of 13 f Enter your transmittal number ----� x ^U11�11E43"I$ �' 1-01 rnMNinc 3 v�1r r:.`s5 Your unique Transmittal Number can be accessed online: http://www.mass.gov/dep/counterttrasmfrm.shtml or call DEP's Infol-ine at 617-338-2255 or 800462-0444(from 608, 781, and 978 area codes). Massachusetts Department of Environmental Protection Transmittal Form for Permit Application and Payment 1. Please type or' A. Permit Information print.A separate Transmittal Form BPR WW01 a Water Dependent must be completed 1.Permit Code:7 or 6 character code from permit Instructions 2.Name of Permit Category for each permit Residential Pier application. 3.Type of Project or Activity 2. Make your check payable to B. Applicant Information - Firm or Individual the Commonwealth of Massachusetts Hyannisport Civic Association and mall it with a 1.Name of Firm-Or,if party needing this approval is an individual enter name below: copy of this form to: DEP,P.O.Box 4062,Boston,MA 2 Last Name of Individual 3.First Name of Individual 4.MI 02211. PO BOX 301 5.Street Address 3. Three copies of Hyannisport MA 02647 this form will be 6 City/Town 7.State 8.Zip Code 9.Telephone# 10.Ext.# needed. Copy 1-the 11.Contact Person 12.e-mail address(optional) original must accompany your permitapplibation. C. Facility, Site or Individual Requiring Approval < Copy 2 must Y accompany your Hyannisport Civic Association Pier ,• fee payment. 1.Name of Facility,Site Or Individual Copy 3 should be Comer lyanough Ave & Irving Ave. retained for your 2.Street Address records Hyannisport MA 02647 4. Both fee-paying 3•Cityrrown 4.State 5.Zip Code 6.Telephone# 7.Ext.# and exempt applicants must 8.DEP Facility Number(If Known) 9.Federal I.D.Number(if Known) 10.BWSC Tracking#(if Known) mail a copy of this transmittal form to: D. Application Prepared by (if different from Section B)* DEP Braman Surveying &Assoc., LLC P.O.Box 4062 Boston,MA 1.Name of Firm Or Individual 02211 140 Marion Road 2.Address Wareham MA 02571 508-295-2128 Note: 3 City/Town 4.State 5.Zip Code 6.Telephone# 7.EA.# For BWSC Permits,enter the LSP. Robert A. Braman, Jr. 8.Contact Person 9.LSP Number(BWSC Permits only) E. Permit - Project Coordination 1. Is this project subject to MEPA review? ❑ yes ® no If yes, enter the projects EOEA file number-assigned when an Environmental Notification Form is submitted to the MEPA unit: EOEA File Number F. Amount Due DEP Use Only Special Provisions: 1. ❑Fee Exempt(city,town or munioipal housing outhority)(state agency if fee is$100 or less). Pam*No: There are no fee exemptlons for BWSC pemnits,regardless of applicant status. 2. ❑Hardship Request-payment extensions according to 310 CMR 4.04(3)(c). Rec'd Date: 3. ❑Alternative Schedule Project(according to 310 CMR 4.05 and 4.10). 4. ❑Homeowner(according to 310 CMR 4.02). Reviewer: 2212 $175.00 1/19/07 Check Number Dollar Amount Date i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W1 3878 • Transmittal No. Chapter 91 Waterways License Application -310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Name E-mail Address R Mailing Address Note:Please refer to the"Instructions" I mkt City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(ifany): �µ IIiI►lI .lal S s01!Iftq_IIIRFY.11,�1 Name E-mail Address Mailing Address City/Town State Zip Code 508-295-2128 11' k;-I Telephone Number Fax Number C. Proposed Project/Use Information k 1. Property Information (all information must be provided): Owner Name(if different from applicant) Tax Assessor's Map and Parcel Numbers Latitude Longitude 1) 11 1 . Street Address and City/Town State Zip Code 2. Registered Land ❑Yes ® No 3. Name of the water body where the project site is located: Hyannis Harbor 4. Description of the water body in which the project site is located (check all that apply): lype Nature Designation ❑ Nontidal river/stream ® Natural ❑ Area of Critical Environmental Concern Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑ Great Pond ® uncertain ❑ Uncertain CH91App.doc•Rev.6/06 Page 2 of 13 f i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W11 Chapter 91 Waterways License Application -310 CMR 9.00 Transmmittal No. 3878 Water-Dependent, Nonwater-Dependent,Amendment C. J Proposed Project/Use Information (cont.) p select use(s)from Project Type Table 5. Proposed Use/Activity description "I pg.2 of the To place a 12'x32' pile held float "Instructions" 6. What is the estimated total cost of proposed work(including materials& labor)? $2000.00 7. List the name &complete mailing address of each abutter(attach additional sheets, if necessary).An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. bwN OF I3ArzN57'A9LF 3(p MAtf\j SJ HYArliQt-S . --fA 02-6b 1 0 L r"T%AG Q Address gF C-ry -r2vSr Ao �nx 33�, NyAr�mot!S�vrrtf MA o Z(�42 Name Address Name Address D. Project Plans 1. I have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications 171401 Water Quality Certificate Date of Issuance ®Wetlands SE3-4509 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑ 21,E Waste Site Cleanup RTN Number CH91 App.doc-Rev.6106 Page 3 of 13 i Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program W11 Chapter 91 Waterways License Application -310 CMR 9.00 Transmmittal No. 3878 Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page.All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date A GErr-r 1 23/ 6-7 Agent's signature(if applioabl ) Date CH91App.doc-Rev.6/06 Page 4of 13 Massachusetts Department of Environmental Protection Bureau of Resource Protection-Waterways Regulation Program w1173s�s Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging project 1,%4//A ❑ Maintenance Dredging (include last dredge date&permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume (cubic yards) of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. if grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CHM App.doc-Rev.6/06 Page 5 of 13 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA form 5 - order of Conditions SE3-4509 MAMProvided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable A. General Information Important:. When filling From: out forms,on Barnstable the computer, Conservation Commission ,. use only the tab key to This issuance if for(check one): move your cursor-do ® Order of Conditions not use the return key. ❑ A(nended Order of Conditions `Q To: Appltoant: Property Owner (if different from applicant): Hyannisport Civic Association Name Name P.O. Box 301 Mailing Address Mailing Address Hyannisport MA 02647 City/Town State Zip Code City/Town State,. Zip Code 1. Project Location: Corner of lyanough Ave. and Irving Ave. Hyannisport Street Address Village 287 135 Assessors Map Number Parcel Number 2. Property recorded at the Registry of Deeds for: - Barnstable 486 239 County Book Page Certificate(If registered land) 3. Dates: April 13, 2006 May 9, 2006 Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance 4. Final Approved Plans and Other Documents (attach additional plan references as needed): Site Plan 4/12/06 Title Date Title Date Title Date 5. Final Plans and Documents Signed and Stamped by: Robert A. Braman, Jr., PLS Name 6. Total Fee: $128.00 (from Appendix B:Wetiand Fee Transmittal Form) BWPAFomS.doo•rev.921/05 Page 1 of 7 f Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4509 MA Provided by DEP Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings Findings pursuant to the Massachusetts Wetlands Protection Act: Following the review of the above-referenced Notice of Intent and based on the information provided in this application and presented at the public hearing, this Commission finds that the areas in which work is proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply: ❑ Public Water Supply ® Land Containing Shellfish ® Prevention of Pollution ❑ Private Water Supply ® Fisheries ® Protection of Wildlife Habitat ❑ Groundwater Supply ® Storm Damage Prevention ® Flood Control Furthermore,this Commission hereby finds the project, as proposed, is: (check one of the following boxes) Approved subject to: ® the following conditions which are necessary, in accordance with the performance standards set forth in the wetlands regulations, to protect those interests checked above. This Commission orders that all work shall be performed in accordance with the Notice of Intent referenced above, the following General Conditions, and any other special conditions attached to this Order. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent,these conditions shall control. Denied because: ❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland regulations to protect those interests checked above. Therefore, work on this project may not go forward unless and until a new Notice of Intent Is submitted which provides measures which are adequate to protect these Interests, and a final Order of Conditions is issued. ❑ the information submitted by the applicant is not sufficient to describe the site,the work, or the effect of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient information and includes measures which are adequate to protect the Act's interests, and a final Order of Conditions is issued. A description of the specific information which is lacking and why it is necessary is attached to this Order as per 310 CMR 10.05(6)(c). General Conditions (only applicable to approved projects) 1. Failure to comply'with all conditions stated herein, and with all related statutes and other regulatory measures, shall be deemed cause to revoke or modify this Order. 2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to private property or invasion of private rights. 3. This Order does not relieve the permittee or any other person of the necessity of complying with all other applicable federal, state, or local statutes, ordinances, bylaws, or regulations. 8WPAFonn5.doo•rev.9/21/05 Page 2 of Massachusetts Department of Environmental Protection DEP File number. Bureau of Resource Protection - Wetlands WPA Form 5 - Order of Conditions SE3-4509 Mese Provided by DEP 6 ►. Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 4. The work authorized hereunder shall be completed within three years from the date of this Order unless either of the following apply: a. the work Is a maintenance dredging project as provided for in the Act; or b. the time for completion has been extended to a specified date more than three years, but less than five years,from the date of Issuance. if this Order is intended to be valid for more than three years,the extension date and the special circumstances warranting the extended time period are set forth as a special condition in this Order. 5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon application to the issuing authority at least 30 days prior to the expiration date of the Order. P 6. Any fill used in connection with this project shall be clean fill. Any fill shall contain no trash, refuse, rubbish, or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe,tires, ashes, refrigerators, motor vehicles, or parts of any of the foregoing. 7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such an appeal has been taken, until all proceedings before the Department have been completed. 8. No work shall be undertaken until the Order has become final and then has been recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. in the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land upon which the proposed work is to be done. in the case of the registered land, the Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work is done. The recording Information shall be submitted to this Conservation Commission on the form at the end of this Order, which form must be stamped by the Registry of Deeds, prior to the commencement of work. 9. A sign shall be displayed at the site not less then two square feet or more than three square feet in size bearing the words, "Massachusetts Department of Environmental Protection"[or, "MA DEP"] "File Number SE3 -4509 " 10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings before DEP. 11. Upon completion of the work described herein,the applicant shall submit a Request for Certificate of Compliance (WPA Form 8A) to the Conservation Commission. 12. The work shall conform to the plans and special conditions referenced in this order. 13. Any change to the plans identified in Condition #12 above shall require the applicant to inquire of the Conservation Commission in writing whether the change is significant enough to require the filing of a new Notice of Intent. 14. The Agent or members of the Conservation Commission and the Department of Environmental Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours to evaluate compliance with the conditions stated in this Order, and may require the submittal of any data deemed necessary by the Conservation Commission or Department for that evaluation. BWPAForm5.doo•rev.9/21105 Page 3 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands >r " - WA Form 5 - Order of Conditions SE3-4509 >t Provided by DEP ° �� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) 15. This Order of Conditions shall apply to any successor in interest or successor in control of the subject to this Order and to an contractor or other person performing work property J y p p g o k conditioned by this Order. 16. Prior to the start of work, and if the project Involves work adjacent to a Bordering Vegetated Wetland, the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a Certificate of Compliance has been issued by the Conservation Commission. 17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully stabilized with vegetation or other means. At no time shall sediments be deposited in a wetland or water body. During construction, the applicant or his/her designee shall inspect the erosion controls on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately control any erosion problems that occur at the site and shall also immediately notify the Conservation Commission, which reserves the right to require additional erosion and/or damage prevention controls It may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of work line has been approved by this Order. see attached Findings as to municipal bylaw or ordinance Furthermore, the Barnstable hereby finds (check one that applies): Conservation Commission ❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal ordinance or bylaw specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation Therefore, work on this project may not go forward unless and until a revised Notice of Intent is submitted which provides measures which are adequate to meet these standards, and a final Order of Conditions is issued. ❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw, specifically: Chapter 237 of the Code of the Town of Barnstable Municipal Ordinance or Bylaw Citation The Commission orders that all work shall be performed in accordance with the said additional conditions and with the Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans, specifications, or other proposals submitted with the Notice of Intent, the conditions shall control. BWPAFonyG.doc•rev.W1/05 Page 4 of 7 I - SE3-4509 Name: Hyannisport Civic Association Approved Plan= April 12,2006—Site Plan by Robert A.Braman,Jr.,PLS Special Conditions of Approval I. Preface Caution:Failure to comply with all Conditions of this Order of Conditions can have serious consequences. The consequence may include issuance of a stop work order,fines,requirement to remove unpermitted structures,requirement to re.landscape to original condition,inability to obtain a certificate of compliance, and more. The General Conditions of this Order begin on page 2 and continue on pages 3 and 4. The Special Conditions are contained on pages 4.1,4.2 and 4.3 if necessary.All conditions require your compliance. H. Prior to the start of work,the following conditions shall be satisfied: 1. Within one month of receipt of this Order of Conditions and prior to the commencement of any work approved herein,General Condition number 8 (recording requirement)on page 3 shall be complied with. 2. It is the responsibility of the applicant,the owner and/or successor(s)and the project contractors to ensure that all conditions of this Order are complied with. The applicant shall provide copies of the Order of Conditions and approved plans(and any approved revisions thereof)to project contractors prior to the start of work. Barnstable Conservation Commission Forms A and B shall be completed and returned to the Commission 1rior to the start of work. 3. The Conservation Commission shall receive written notice 1 week in advance of the start of work. 4. The Natural Resources Dept.shall be notified at least 21 working days prior to the start of work at the site, to inspect the areas for shellfish. If deemed necessary by the Shellfish Constable,shellfish shall be removed from the work area to a suitable site and/or replanted at the locus following construction. The foregoing measures for shellfish protection shall ensue at the expense of the applicant. III. The following additional conditions shall govern the project once work begins: 5. General conditions No. 12 and No. 13 (changes in plan) on page 3 shall be complied with. 6. The Conservation Commission,its employees,and its agents shall have a right of entry to inspect for compliance with the provisions of this Order of Conditions. Page 4.1 i 7. This permit is valid for 3 years from the date of issuance, unless extended by the Commission at the request of the applicant.Caution: a future Amended Order does not change the expiration date. 8. CCA-treated piling and structural timber(greater than 3 inches thick)are allowed. Otherwise,no CCA- treated or creosote-treated materials shall be used. 9. No dredging(including,but not limited to,effects of propeller wash)is permitted herein.Deepening the berth by propeller scouring is strictly prohibited under this Order. 10. The seasonal-storage of floats shall be at a suitable upland site,as directed by the conservation agent. 11. Permanent piling shall be driven into place. Some initial pilot hole jetting is allowed. The following special conditions in italics shall govern boat use at the approved pier. These conditions shall continue over time. Note: For purposes of this Order of Conditions,the term"pier" shall refer not only to the linear pile-supported structure,but also to any of its components or appendages such as the float(s),ell,tee,ramp,outhaul piling,etc. 12. No motorized craft shall berth at the approved float, given the conditions of insufficient depth and the existence of good shellfish habitat. 13. Lead piling caps shall not be used. 14. Work on the pier shall ensue mid-tide rising to mid-tide falling or as otherwise necessary to provide a minimum 12"clearance for the work barge above the substrate. IV. After all work is completed,the following condition shall be promptly met: 15. At the completion of work;or by the expiration of this Order,the applicant shall request in writing a Certificate of Compliance for the work herein permitted. Barnstable Conservation Commission Form C shall be completed and returned with the request for a Certificate of Compliance. Where a project has been completed in accordance with plans stamped by a registered professional engineer,architect,landscape architect or land surveyor,a written statement by such a professional person certifying substantial compliance with the plans and setting forth what deviation,if any,exists with the record plans approved in the Order shall accompany the request for a Certificate of Compliance. Page 4.2 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands SAMSUBM WPA Form 5 - Order of Conditions SE3-4509 mug � Provided by DEP 6 ►� Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 And Chapter 237 of the Code of the Town of Barnstable B. Findings (cont.) Additional conditions relating to municipal ordinance or bylaw: This Order is valid for three years, unless otherwise specified as a special condition pursuant to General Conditions #4, from the date of issuance. Date This Order must be signed by a majority of the Conservation Commission.The Order must be mailed by certified mail (return receipt requested) or hand delivered to the applicant. A copy also must be mailed or hand delivered at the same time to the appropriate Department of Environmental Protection Regional Office (see Appendix A n e roperty owner(if different from applicant). Signatures: 40- On a,0 ` Of 1r}'1 oo Day Month and Y ar before me personally appeared •�'"gyp„O D ell to me known to be the person described in and who executed the foregoing instrumen acknowledged that he/she executed the same as his/her free act and deed. itsp) '• to Notary Public My Commission E ires :a- This Order is issued to the applicant as follows: ����;• �,'�' ❑ by hand delivery on Date by certified mail, return red` i ta MAY 2 4 2006 Print Name Signature Date eW PAFonr6.doc•rev.921105 Page 5 of 7 Massachusetts Department of Environmental Protection DEP File Number: Bureau of Resource Protection - Wetlands a SSTABM I WPA Dorm 5 — Order of Conditions SE3-4509 1r >vt�. � M61 Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP And Chapter 237 of the Code of the Town of Barnstable C. Appeals The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions. The request must be made by certified mail or hand delivery to the Department, with the appropriate filing fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in 310 CMR 10.03(7) within ten business days from the date of issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to the applicant, if he/she is not the appellant. The request shall state clearly and concisely the objections to the Order which is being appealed and how the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands Protection Act, (M.G.L. c. 131, § 40) and is Inconsistent with the wetlands regulations (310 CMR 10.00). To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts Wetlands Protection Act or regulations,the Department has no appellate jurisdiction. D. Recording Information This Order of Conditions must be recorded in the Registry of Deeds or the Land Court for the district in which the land is located, within the chain of title of the affected property. In the case of recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner of the land subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below. Barnstable Conservation Commission BARNSTABLE REGISTRY OF DEEDS SWPAFomm5.doc•rev.9/21/05 Page 6 of 7 •3a v Val-Z e N 150 gP1`j t. 106 a Opp 105 El AC. N " 230 N A9 AC. /24 ND 1q zee A2gC, c •'226, IDO AC, EDGENILL t� 130 103 90 .10` ID4 ® 112 119 103 102 e g 113.1 ,3SAC. 113'2 LgOAC--S - d1AC.. ,12$ •D .SOAC. 101 '• .ti 4L' n 35AC. '� � "' .34nC•S .69AC-5 I.. 3 .p W vo x 1z7 p so 10 — M4yw000 bA.aK (�.4198A•�'�� 4 Vt. (28 z WA-Y 99 100 tl a 0 .30 AC. AA AC. 7 �PAPT OF� 37 9 —�` zoo•s 11'J-3 aft rj0 ss WNW 114 -34 AC-5 N - 130 ' y .3'Ar- �7 1.33,6 98' c. ' eq Ac. 13 1� z A • z 2 t5b v 118 i 1, tu sgnc 0�s o O 2e l a m f 16 ILI m 115 79 A0- `O l N c .77A0• 131 g6 1W . 73AC, 93 94 }SAC. )$AO. I!t 92 .70 L 125 Lot AC• �. .AVB/JUE 6 RA 60 S 9 190' 429 4� 190 IOU n 95 t .39AC. Q z the 1 i 132 4 .30 AC'S 1 83 82 A6pC, 64 1 34 PG 26 PC. . 1 t I1C. 75 av[*+uE 47 v� 1 - .r • -6AC- a 1 It t3 .j7PC 3 r Y E t!'o Af A*V A' SOR n V t �i 69 b✓ (L.C.nLLil2) 68 RK. SCALE t"•IOp' �u �I,) .;llo p Q• 11: it o , •" \ / —� ; 0 ea12 It qSal� o� �.✓ I .� _ r- •�•.....0 ' �� k— r• Water : •- � rz <4 Gravel,. anR• `/ ' f I .•3v •rr �• t D D I r �• '� I Pits n_Y,. '.1. \eGG`� ;t- ft �, •` DI u..: 1 a 3 I i n` Lj I:' r P�j�° �.�� ° •'� ,° Q !'�°, I - ', - Z vl.An ,J• ..t'i WE I L% 6RIST.O I �tiJ ,�c0, ����' •� ' l/ � .� zOr F , �U/ - d,•••��/" `dd- 28 50 \ r. Z BT �� -�' v Cap (i ' r W_ _ __-: IJE •)'i _ :Ni.,tl-''t ° Qy 6 Fire 3]1 t l i 20 3 N Sia � brad -O J I (; Ccantierry�W! "� 1 I trP r. 'Bogs:-�'z � ',1 eM a e �e `1, AE ory:fti -_ ��o `�� u; �a � D C _'-T !'.•'�. 1 k2, Q r p L P I Y s° `�,, �� '. {\`� �"l^•.,�:\•'4� ram'` /'l/��: 10 I" ' © Pak Oa Cours!�j o'•• i ** I Public''l2'dii' ,c m' I °GrQv 1 c s Cr, H rbo� `; e °• ' / ";< ''`• luffl 9:Englewooi o a n �3T TSON ST W °- ° eterans ti �f.-Ne Muria l I •ROAD• q 'j• ° ST 2 ( :Park. \ rc - 1yI r Q 1,\LEWIS A' Y 0 L Gqurse{_r `K1 o P 1L ` *Fiddle Head. \\ Rock It �!I'.• \lam' 'I, Oj :�° Kalmus --- At C beach i.. 6 --Cedar*' RU If -Suet' -I \ �ns H11f- v Q M a. ,- HYANNIS HARBOR �• .• e, _ an d rlo Light e�.' Eddie / Woods Rock � I t'Light �0% �Gardiners S 0 U N _D I tP >. Rock 'Hal(tide *Hidden �� W! Rock Rock LL -� d<I Littler.° K Y 'P.L-tandonodJ o-„ne r`n.,:'..,nh': F,pgineering Dept. (3rd floor) Map, ` Parcel Permit# _ House# / 7 _ Date Issued Board of Pealth(3rd floor)-(8:15 -9:30/1:00-4:30) 3;[7-9 8- n Fe S—O Conservation Office(4tl floor)(8:30- 9:30/1:00-2:00) f 0 ►ZIA4 �444sks Planning Dept.(1st floor/School Admin. Bldg.) � 4®Win Defin' ' Approved,by Planning Board 19 >. �f�yA � y �� TOWN OF BARNSTABLE 'F ' a Building Permit Application Project Street Address r T Village___Jj �,i Owner n 111/L- Address V41e /.�/ — Telephone Permit Request � �'N ��YI� J { First Floor_ square feet Second Floor square feet Construction Type Estimated Project Cost $ Zoning,District Flood Plain Water Protection Lot Size Grandfathered ❑Yes ❑No • Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House ❑Yes ❑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: Existing New Half: Existing New No. of Bedrooms: Existing New 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 stove ❑Yes ❑No Garage: ❑Detached(size) Other Detached Structures: ❑Pool(size) ❑Attached(size) ❑Barn(size) ❑None ❑Shed(size) ❑Other(size)%5.y wl Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes IS No If yes, site plan review# - Current Use 'Proposed Use Builder Information 7, Name 611,_ Telephone Number 42-7 -76 0 Address License# C& --�- c7tn,Tr ', Home Improvement Contractor# Worker's Compensation#m, wzldin {�— NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION D ,P,F,B, RIS RESVJLTING FROM THIS PROJECT WILL BE TAKEN TO ee �p SIGNATURE DATE a BUILDING PER IT E D FO T E FOLLOWING REASON(S) ' FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED '" -` MAP/PARCEL NO. ADDRESS a VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' FIREPLACE .. t, v ELECTRICAL,,: ROUGH " FINAL, PLUMBING::!_"4qz ROUGH FINAL GAS: ' ROUGH FINAL j FINAL BUILDINb"': DATE CLOSED OUT, S_ `�� ., n `.Y to _✓7 - .. ASSOCIATION PLAN NO:..y 1 ' ;` i, �. H ANN1S PORT A LOCUS h� )eeAMVl.S I VA/V TUCKE-r - - KEY MAP U.S.G:S: HYANNIS QUAD. 0 ,� r RELOCATION OF EXIST 12' X 20' FLOAT )F EXIST. )AT PROP. 12' X 24' FLOAT • RELOCATION OF EXIST. Q5 10' X 20' FLOAT n n LOATS TO PROP. 12' X 24' )CATED FLOAT. NORTH SIDE OF FLOAT TO - UNE �O• UP WITH OUTSIDE LINE OF PILES. EXIST. 8' WIDE TIMBER PIER HARBOR & LAND COMMISSIONER'S ��� / 60• LICENSE NO. 848, DATED JAN. 1, 1885 C/ P EXIST. 3 PILE / cos, v DOLPHIN r PROP. 3 PILE DOLPHIN PROP. 8' X 105' PIER EXTENSION e) F-7- Fle'>r COO' of-J,Lf N � 2 ypi,&E eL .`.s g��Ts NOTES: ELEVATIONS ARE . SHOWN IN FEET AD TENTHS AND ARE BASED ON THE PLANE_ OF MEAN. LOW WATER. MINUS FIGURE$ REPRE�E�tT DEPTHS BELOW THAT. SAME PLA. E.' 44 Lo�►G cL 'e; PIISr ALL TIMBER TO 13E CCA :,-TREATE .: . , 15` o.c f PILES TO A RETENTION;OF ..2.5 pc. . . ALL OTHER TIMBER TO A, RETEfiIfiIl'il OF 1.0. pcf. ALL HARDWARE TO DE .r3ALVANt-ED EXISTING PIER AND. -PII ES REFER T#}'©EQ ; NC SE3-1424, LkC: NO, 4448, :AND 00 RM� NO. MA Iy o-r E ^LL pILt5 1 o "v I-TN LEoc`17 oa F+Bf_)e6L,^61 . PLAN OF PROP'OSED.. IMP0 `� 11 -. 7 PREP�c�t . FOR HYA } lS PORT I: AZ ,Z A f-S • ti Pi Lt � ¢" x EL . C,.�r Z•, fj OFGIC. w/ ��z• CE 4x - 7 STRIr.! GE2.S rr S x 1 Z �-- --- � + � .- .�iQl A I IT. C A jV G L ` C !I! i 0-T E '- /ALL p,i I vv I'`TN 40' LoNfa CLASS $ - Q�LES S� CTIOhI A-A •aswil sip 10 uoile30naa 101 8s0e3 $T apo3 6uip1rn8 alelS silasugaessep aql to UOTI!pa lualina a ssassod 01 ainpel Sam Al?'e3 Z I I - 91 Apo 6Juosep - dl auoN - 00 S 6 0 6 8 00 :01 palatItisal Sf 9Z0 YA 1I0103 > 380A11I90�8 3 803� 'end@kAft% SS6I/01/90 00 :01 palatalsab OOOZ/01/90 WON S3 :alepgl�r8 :sajrdz3 Japol 3SH33I180SIAMOS N0I1J081S803 A133VS 3I180d 30 1N3918Bd30 ' .� r/�•,ru�,urru naa,co,rcoaau'. a� HOME IMPROVEMENT CONTRACTORS REGISTRATION Board of Building Regulations and Standards One Ashburton Place — Room 1301 Boston, Massachusetts 02108 HOME IMPROVEMENT CONTRACTOR Registration 123494 Type — PRIVATE CORPORATION xPiration 02/26/99 Gillmore Marine Contracting , Inc . George R. Gillmore 37 Bowdoin Rd Mashpee MA 02649 The Town of Barnstable MASS • s�xxsTnsi.E. • Department of Health Safety and Environmental Services , ArFDMA'��' Building Division 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner For office use only , Permit no.' , Date' { AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the "reconstruction, alterations, renovation, repair, modernization, conversion, improvement, removal, demolition, or construction of an addition to any pre-existing owner occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors, with certain exceptions,along with other requirements. Type of Work:: Est.Cost !?,`�> , 175 — Address of Owner's Name � ~��� Date of Permit Application: 7 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under$1,000. Building not owner-occupied Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner: l . Date Contractor Name RegistratioA No. OR Date Owner's Name The Cont /nand ealth of Atassachuscas Departnretlt of Industrial Accidents r �� a 1• ,.� • � 0lliceol/nyestfgal/ons h(1(l I1'uihiu(;ton Street �. Bmwon.Man. (12111 Workers' Compensation Insurance Affid.ivit Ailjltc•tnt inforntatton• Please PRINT 1 bt j_ name* Inc•ttion- cit%• phone d 1 am a homeowner performing all work myself. I am a sole proprietor and have no one working in any capacity I m an eniplover providing workers' compensation for my employees working on this job. com tam• name: �• ' add resc• city- hnnc f!• � -� incur•tnce co �% L�i�/f� ®i �� / °'� rnlict !! 0 M I am a sole proprietor. general contractor• or homeowner(circle ate) and have hired the contractors listed below who hay the following workers' compensation polices: comn•tm• n•ttne• address: sin nhnnc tt• - insurance co Holies t! cmmnnov n•tmc• — •rdtlresc• rite phone i#• - insur•tnce co "of icy a --- _ Attach additional sheet if neccs_sa7...::� �_^-__: -:`°�:L :.-'-`_•;.',.`-_. r.;'"'''*^`'�.'..--�','"' " :=`'"_; ;;`•.::.�: —::,�. Pollute to scenic covcrat c as required under Section 25A of A1GL 152 can lead to the imposition of criminai penalties of a line up to S1.500.00 and/or une v cars'imprisonment as well as civil penalties in the form of a STOP R'ORK ORDER and a fine,of S100.00 a day against me. 1 understand that a copy of this statement may be furivarded to the Otl-rce of Investigations of the D1A for coverage verification. 1 do hereby cc f•under tlrc pr 'trs r prnaitirs ojperytity that the injormarion prodded above is true an Corr t. i Si__nature f Date Print nam Phone>± . ofTicial use unly du not write in this area to be completed by city or town oftcial city or town: permitAicense# tiguilding Department ( Duccnsing hoard Ca check if immediate response is required OSeleetmen's U>iicc t.. �- Ottcaith Department contact person: — -- phone ih rlOthcr fs. Information and Instructions Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation fo employees. As quoted from the "faw", an enrpinree is defined as every person in the service of another under an contract or hire. express or implied. oral or wrineii. An emplurer is dcfincd as an individual• partnership, association. corporation or other legal entity. or anv two or the fore�,ain�, enLa�_cd in a joint enterprise,and including the le, I representatives of a deccasct3 employer, or the receiver or trustee of an individual • partnership. association.or other legal entity, employing employees. Howeyt owner of a dwellings house having not more than three apartments and who resides therein, or the occupant of the dwcllin�, house of another who employs persons to do maintenance , construction or repair wori: on such dwellin or on the grounds or buiiding appurtenant thereto shall not because of such employment be deemed to be an emp MGL chapter 152 section 25 also states that every state or local licensing agency shall withhold the issuance c renewal of a license or permit to operate a business or to construct buildings in the commomu•calth for any applicant who has not produced acceptable evidence of compliance with tite insurance coverabe required. Additionally. neither tite commonwealth nor any of its political subdivisions shall enter into anv contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chap been presented to the contracting authority. Applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation supplying company names. address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the afiYdavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are rege to obtain a workers' compensation policy. please call the Department at the number listed below. Citv or"ro„•ns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottc the affidavit for you to rill out in the event the Office of Investigations has to contact you regarding the applicant. be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be rerun.. the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any que:: please do not hesitate to �sive us a call. The Department's address. telephone and fax number: The Commonwealth Of Massachusetts Department of Industrial Accidents Office 131 investigations 600 Washington Street Boston,Ma. 02111 __ fax #: (617) 727-7749 Assessor's map and lot numbe ... .... � N Sewage Permit number ......t7....... .. . . Q .a:/ I BARISTAIE] i House number' .........�1 i ............... ................................;......;" 900 1 e39 �e G mo A,. TOWN OF 'BARNSTABLE BUILDING INSPECTOR . APPLICATION FOR PERMIT TO ��A ... 5.a)\���!�' I� �...^... .. .... . .. .. . .. ........ ... .................................. TYPE OF CONSTRUCTION ........1:.1 V.l . ......................................... .....y. .. . ....Ff . ........ ......19.:...... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location � L........f'�� ......... "l�� N � ?... p. ,. ....: t�i��................................ ................................... Proposed Use .........5MOA ''t ...........Q.E..........BAW. ..t....tis u0-1..-Ev.!.: ............ ZoningDistrict ......................................................:.................Fire District .........................................................................:.... Name of Owner ...H."IENV-.S.....ROT...(70.,JN55—..Address ................................................ ........ .. ............ Name of Builder .. .11UJ:t... ....l..l. .. v�7.....Address ....25L.......00t - .....�t Nameof Architect ..................................................................Address .................................................................................... • Number of Rooms ......O. ..........................Foundation ... .. ..:?.................................. Exterior ....CF',,./.1M........ .............................. g t'k1.l.CY U�..� Floors ......O.t! 1 ..........Interior - Heating :..... ........:......Plumbing P O: s 000 Fireplace .. ).O.UC ................................................................Approximate. Cost ......;.2 ..................................................... Definitive Plan Approved by Planning Board __________________________ . . �,�, ------�9------=-: Area .................................'( . ... • �b Diagram of Lot and Building with Dimensions Fee .' ......0 SUBJECT TO APPROVAL OF BOARD OF HEALTH OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town abl r above construction. Name .. .. ..... " . . • . . . ................................. - rl Construction Supervisor's License 401.�..3% `)..... 0to �§6 6 HYANNISPORT CIVIC ASSOCIATION Permit for Shed Location ..I ving..Avenue................................. s ..................Hyzanni�............... .................. .... . Owner .HY.aS>�3?SP4r ..C�v�G..AsSoC1 �?QX3 Type of. Construction ..);'7:ram............................. .. r ,. Plot ..s.......................... Lot. ... ............................ �.-- r" -Permit Granted ...April..23, -........................... ��....9 84 �.; , -+ �- Date of,lnspection ......................... ....19 aterCo.mpleted ........................... ......19�� - ' r r Q. r Assessor's map and lot numbe �... ��.`.. 1>--...... f YIIE�- ypf Tp� / a Sewage Permit number ......0.;.............t.:l:.;..... .(! Z EAHHSTALLE, i House number ......... / / / U, rasa 1. ............... ........:............................. 9p �D MPY a• TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..........�_�..... TYPE OF CONSTRUCTION [E W k U. ......... ................................................... ............................................. .....y �A.,(....................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location (:.......AUr.........;!1� ... .Q.�t..l........ � �....................................................................... Proposed Use .......... —L.0.. :............ ..........BANTS...f....EOAJ TN.�-.-0 1. ............................................. ZoningDistrict .........................:..............................................Fire District .............................................................................. Name of Owner ...R,,!(ANNn.....P.aee ...C70-,.A.5......Address .................................................................................... 0 Name of Builder ..1�, •�I (11 7... ....�. . �� 2. Cz.....Address ....25(i........00" j....(WE......�1yh1v�I,....M5� , Nameof Architect ................................:.................................Address .................................................................................... Numberof Rooms .....r).Qf...................................................Foundation ............................................................. F.Ia(t. n-P W�1 ..Roofin ......n. P✓' t ...................................................... Exterior .......... ..................... ... 1... .. ...w..._............................. g ("�•... ..��.. ' Floors ..... U( ,.. .Interior .................................................................... Heating ......to. C.............!......................................... ...Plumbing .....QOAQ !............................................................ Fireplace ..(�.�.(.wr................................ .............................Approximate Cost .....;2..�, 0.0.d............................ .. Definitive Plan Approved by Planning Board -------------------------------19--------. Area ......... �VG? rp Diagram of Lot and Building with Dimensions Fee .` .......�.n..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH r OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of'Ba.r stable d' he above construction. Name ... .. . Construction Supervisor's License ��.'..1./.M�,..... . aro3�� HYANNIS?ORT CIVIC ASSOCIATION A7--287-135 A 2s7- 26331 Replace Storage Shed No ................ Permit for .................................... ..................... ....................................... ...... '/7,5Irving Avenue Location ................................................. .............. ................H.Yannisport................. Owner Jjyanni Port Civic Association ......... ................................................. Type of Construction ......Fvm......................... .......................................................................... ....... Plot ............................ Lot ................................ Permit Granted .....April 2....1..3 .............19 84 ....... .. Date of Inspection .....................................19 Date Completed ......................................19 NORTH ELEVATIOK FiZQM PIE?? i S't'iaJRS (�FP,t1Nlv�ltJP -1� TO L 6PECKE E6T F�TAIRS WHEN 6 A9 E RP\SeD TO THE H TAII VIA A HINGED J01 T 001 A' iIITI1'.� � I I R 50UTA EL6VAt\04 L01,1F,SF�fEK50NAL LOCKS O 24 R ACCE sS L '.GARAGE OOOk TABS SSiH c PROPOSED YACHT-CLUB BUILDING M,50HAL FOK-THE H>z Accass HYAMN15 7O1T CIVIC ASSOCIATION DRAWN BY BETTY LVQTKE SCALE :: 1/8".l-e - DECEMBEIZ 1982 4i- EAST ELEVATION r h iI '�I I I r �19!IIWnr I II _I jl � - i• III I �,'. I ..� ill (ilI WEST ELEVATION • � --- - LOCKERS fE SONA _. ._..... ���_�_� LOCKS FO 1!-AC o _-_ v v SAIL130AV17 SAIL LOCKE0.5�9EfL50ryAl `LO KS Y-0 4 ACCESS .GAR65E OOOR. -- - — - t ' 13 1 - - - 4. \\ 1 J1 vtilv vJ '-k*lsoh TTIS PLA EO INS17E, --LIA IA-.. 11C)" 1 -- fEhCED GAKBALE TH E 5UryN5N SAIL IOCKER$ AhD STORMaE AREA 4' DIA DLAs11C Tu8E5 IN C•7 'WOoll IIAHES-7E(150NAL LACKS VOK Z4V HR ACCESS Assessor's map and lot number mA �E�C TAM MUSS 77 T BE ' INSTALLED IN COMPLIANCE w-: 1 Sewa a Permit number WITH` ART C E, II STATE 9 .. .. .. ........................... SANITARY I CODE ODE AND TOWN. i, If E fT r U = TOWN OF BAR` B`LE .<? I BAHBSTADLE 9� M639' Q N 0�� BUILDING INSPECTOR ? AY�'` �+ F {; 2 c: q'PPLICATION FOR PERMIT TO .t..... .7........a.®.....N��.t ^1.R1�..�S:P.Q. .T...... 1�}C .T....G.k :a t t TYPE OF CONSTRUCTION ...............W:. P.P..........................t..a>. .I. ..... ............. 0 P) f^ ................44......... .............19)..�.. TOE THE INSPECTOR..OF'',BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......M.V...lX.§.> ...AYA..... ..1, A.N...oU.G ....RD.................. .. ........................................ ProposedUse ............... .0 fk:T........Uq k&q4 r-.................................................................................. ........................... ZoningDistrict ........................................................................Fire District .............................................................................. Name of Owner k4YAKN.►..5.1 ARX:....(1l..V.I.(r....,+SSd'CAddress .................................................................................... Name of Builder ... ........N.d. R.!.S. ...Address 3 q l?. IN 111/yl $ Name of Architect �..Q.. � 1- ...Address .........:.....:. ++ ................................................................... Numberof Rooms .............1.....................................................Foundation ..............:............................................................... Exierior W D D f� .............Roofing .�P O 1. � . ............. ......................................................... ........... . .............................:...................................... Floors ..q.q.T .........................................................Interior ............. ..0A �................................................... e Heating ! C (� ....................................................Plumbing .............N.v.N.=................................................... .v Approximate Cost ............. . Fireplace ................. ......................................................... .Jl............................. ......:..... ,t i Definitive Plan Approved by Planning Board ________________________________19______.. Area !! �` S` ........................................... Diagram of Lot and Building with Dimensions � 7: � ee ..........G . .. ............................... SUBJECT TO APPROVAL OF BO�RD OF HEALTH ------ pis t I�.ic• t3L�G' �01 _ vJ � r b v r_ n I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....... ...... ........................................ r Hyannisport Civic Association , 19250 add Yq too acht Club No .Permit for • .............I�J ..Ave................................ • .Ir'ving • .� � � �_ .- Location ........ ...................................................Y — Hyannisport ........................................................... 6Yannisport Civic Association - Owner ............................................:..................... frame Type of Construction .............................::........... Plot ............................ Lot .. _ ................. {' Permit Granted May 26 77 Ij ......... ........... 19 Date of Inspection ......." .:......................19 Date Completed ........ E..l..E�. r................1977 y .7. s� C, c `PERMIT:-REFUSED y ............................`.. .... _ .................... 19 ........................-................................................... - O r • 'mot,,, •4y .+i ................. .......................................... ................. r .$ t ............................ ................................................ t- Approved .::.......................................:..... 19 .................................................................. .... i 'i.r qn - 1 1 -77 Assessor's map and lot number Sewage Permit number ...... ............................. Q�oFTNETo�� TOWN OF BARNSTABLE i MARNSTODLE, i 9 �•� i BUILDING INSPECTOR 0 NAY ADS iU N�tA-1�tr,t �SAF� � 4CHfL1:-U � APPLICATION FOR PERMIT TO ......................................................................,.................V...:.................................. TYPE OF CONSTRUCTION ...........................................................l .. ...: ....................................................... ..................... ..........................I 0A. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......►l k 1141.h...AV1=......V` IVA. .nU.C•N...�. ...................14VA �;lAtt.�.�?.u.rt. r........................................... _ .. ... ....... ... .. ...... .. �. ... ProposedUse ...............�`...1t...........S. 3,... '... ................................................................................................................. ZoningDistrict ........................................................................Fire District .............................................................................. ` Name of Owner 11:V 4tv N l„S I t)P i <f V I C, AS SP�CAddress .................................................................................... Name of Builder ... N d R. ! Address ... . S S I /4V At4Nt ................................. .Name of Architect ..... !.1.!..!�►.. ....Address .................................................................................... ......................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exierior Ohl U tJ i�.......................................................Roofing A S P 14 A L T ............... ........ .................................................................................... Floors J U ........................................................:Interior ............ U 0 ............................ .................................................................... Heating !.! 4 i1! Plumbing ............. ..0 N#=................................................... ............................................................. Fireplace .............'V..... �.4-..................................................Approximate Cost ............. ...:. .................................... Definitive Plan Approved by Planning Board -----------_-__-__---__ 1 " ` ------�9--------. Area .......... ............................... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH P,� , l X vcr � _ I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ...................:Q...:.`'. ........................................... Hyannisport Civic Association A=287-135 19250 add to Yacht No ................. Permit for .................................... Club .................. ' Location ...Irving. ...Ave. ... . & Iyanough Rd. .. .......... ...... . .................................. Hyannisport ............................................................................... Owner Hyannisport Civic Association .................................................................. Type of Construction ..........frame ................................ ................................... ........................................... Plot ........................ Lot ................................ Permit Granted May ....19 77 .... ...... ... ............. Date of Inspection ................ ...................19 Date Completed .. .................................19 PERMI REFUSED �. �;, ....... 19 ... ............................................................................... ............................................................................... .................................................k.......................... Approve ................................................ 19 . ;I ............................................................................... ............................................................................... REGISTRY USE ONLY "I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS." JR ®T�''i VV l( / RLS OCEAN HYANNISPORT NG 0 ' LOCUS HY4NN15 N ;� N,4NTl/CKET IIAR,BDrR [Us.cS 0 2083' HYANNIS QUAD. 1: 25000 j KEY MAP 1 Z H 0 PROPOSED 74 Q 132 FLOAT A OA -Z TOWN OF BARNSTABLE 367 MAIN ST. �.` PROPOSED Q HYANNIS, MA. 02601 k ��;• ».»-»�~'•�, RECONFIGURATION ZONE LINE Q� 73 Q •a `a - •a �a •a �a 135 as 69 LOCATION PLAN KA THLEEN SINCLAIR WOOD, TR. HOPEF/ELD COTTAGE REALTY TR. 0' 50.' 1:00' mmuff- P. BOX 334 7771 HYANN/SPORT, MA. 02647 SCALE: 1"=100' NO T.E'S O ELEVATIONS ARE /N FEET AND . TENTHS ABOVE THE PLANE OF MEAN LOW WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. ALL TIMBER TO BE ACO TREA TED OR GREENHEAR T. EXISTING PIER `AND PILES REFER TO DEQE PLAN ACCOMPANYING PETITION OF NO. SE3-1424, L/C. NO. 1448 & 7276, AND WYANNISPORT CIVIC ASSOCIATION CORPS PERMIT N0. MA-COTU-85-059. TO CONSTRUCT AND MAINTAIN TIMBER FLOAT & PILES H YA NNI S HA RBOR HYAWSPOR'T, BARNSTABLE CO., MA. DECEMBER 18, 2006 SHEET 1 OF 4 BR"AN SURVLOYING & A'SSOCIATL�'S, LLC LAND SURVEYORS AND CIVIL ENGINEERS 140 MARION ROAD, WAREHAM, MA 02571 CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS." AN RLS c/ � s RCBEc,T h �0• i Dc A' .5 00 PROP. 12 X 32' A. /5• ' TIMBER FLOAT a p ti /400 PROP. PILES g , r EXIST PIER 0 o PLA 20 N 40 1A 0/�> SCALE: 1" = 40' NOTES: ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW WATER MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. ALL TIMBER TO BE A C Q TREA TED OR GREENHEAR T. EXISTING PIER AND PILES REFER TO DEQE NO. SE3-1424, L/C. NO, 1448 & 7276, AND CORPS PERMIT NO. MA-=CO TU-85-059. HYAN'NISPORT CIVIC ASSOCIATION DECEMBER 18, 2006 SHEET 2 OF 4 REGISTRY USE ONLY "I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS • OF THE REGISTERS OF DEEDS." q 1 T _ RLS N hlYAN-I S HAfR 9,01q EXIST. 12'X24' FLOAT EXIST 12'X20' FLOAT PROP. 12 X 32' TIMBER FLOAT EXIST 12'X24' FLOAT PROPOSED RECONFIGURATION ZONE LINE EXIST- 3 PILE »•" " DOLPHINS ». »�»: �.,, EXIST. 12,Y24' FLOAT �" EXIST. 10'X20' FLOA T d - 1 s E PIER %XIJ�' ~% ti, a 9, i• ~�ti r� ,% EXIST. 3 PILE r _ DOLPHINS EXIST. PILE zz i c i PLAN 0 SCALE: 1 "=60' NOTES: ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW WA TER. MINUS FIGURES /ND/CA TE DEPTHS BELOW THAT SAME PLANE. ALL TIMBER TO BE ACQ TREATED OR GREENHEAR T. EXISTING PIER AND PILES REFER TO DEQE NO. SE3-1424, L/C. NO. 1448 & 7276, AND CORPS PERMIT NO. MA—COTU-85-059. HYA-MtSPORT CIVIC ASSOCIATION DECEMBER 18, 2006 SHEET 3 OF 4 REGISTRY USE ONLY "I CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN CONFORMANCE WITH THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS." r pia .J .•I F> r S U R LS 12' 1/2" MARINE 2"x8" DECKING 61px6" PLYWOOD 2"x6" JOIST 1" c12" SKIRT 6%6" SKID 1/2" GALV. BOLT 1"X6" 10'"x20" CONTINUOUS 3/4" STYROFOAM GALV. BOLT TIMBER FLOAT SECTION SCALE: 1"=4' o � RCBERT ✓sue 6- ,;, A SRAVAN. JR. z � p NOTES: ELEVATIONS ARE IN FEET AND TENTHS ABOVE THE PLANE OF MEAN LOW WATER. MINUS FIGURES INDICATE DEPTHS BELOW THAT SAME PLANE. ALL TIMBER TO BE ACQ TREA TEO OR GREENHEAR T. EXISTING PIER AND PILES REFER TO DEQE NO. SE3-1424, L/C. NO 1448 & 7276, AND CORPS PERMIT NO. MA—CO TU-85—059. HYANNISPORT CIVIC ASSOCIATION DECEMBER 18; 2006 SHEET 4OF4