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BLD-23-003859
• rs ONE & TWO FAMILY ONLY- BUILDING PERMIT �`Town of Yarmouth Building Department of r` ` 1146 Route 28, South Yarmouth,MA 02664-4492 !1` 508-398-2231 ext. 1261 Fax 508-398-0836 ' .�' % I� RECEIVED �__ -��, Massachusetts State Building Code, 780 CMR Building Permit Application To Construct, Repair, Renovate Or Demolish JAN 17 2023 a One-or Two-Family Dwelling BUILDING DEPARTMENT This Section For Official Use Onl By ----tr.-_rx__T_ zNu nber: 13 L.1) - 3-bQ 3g- 5G Date Applied: "►t S€,D `S - I " -IS-�3 Building Official(Print Name) Signature Date SECTION 1:SITE INFORMATION 1.1 Property Address: 1.2 Assessors Map&Parcel Numbers 14CeptitA ki • e ! • Pc.• 77 11 1.1 a Is this an accepte. street?yes ✓ no Map Number Parcel Number 1.3 Zoning Information: 1.4 Property Dimensions: R-1/0 R-4d l3i0C.Y Zoning District Proposed Use Lot Area(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: 1.8 Sewage Disposal System: Zone: _ Outside Flood Zone? Public I� Private 0 Check if yes❑ Municipal 0 On site disposal system Ilk SECTION 2: PROPERTY OWNERSHIP` 2.1 Owner'of RecArd: 3dt,—AgN tl/WW-1-itik Pt Qa‘c eit Name(Print) City,State,ZIP 1 y Ce 0 Ra 568-11?-310? Mt Kev. cite-Nercavl.ccM No.and S eet Telephone Email Address SECTION 3: DESCRIPTION OF PROPOSED WORK2(check all that apply) New Construction 0 Existing Building❑ Owner-Occupied 0 Repairs(s) 0 Alteration(s) 0 Addition ❑ Demolition 0 Accessory Bldg. ❑ Number of Units Other 0 Specify: Brief Description of Proposed Work': QAs,61 Q 61S1.4 a.5' 'kst. 1 i ' icrn--02... Riau\ uf .,kc . Cs)iNc `\5 5 6 SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: Official Use Only (Labor and Materials) 1.Building $ 4 boo 1. Building Permit Fee:$ 16 8 Indicate how fee is determined: I 2.Electrical $ `0 Standard City/Town Application Fee ❑Total Project Cost'(Item 6/,\)lx multiplier x 3.Plumbing $ 2. Other Fees: $ (,0,0V G4S f 4 TY.' 4.Mechanical (HVAC) $ List: 5.Mechanical (Fire $ Suppression) Total All Fees: $ Check No. Check Amount: Cash t: 5 -T 6.Total Project Cost: $ p p ti OO ❑Paid in Full ® Outstanding Balance Du : I 0(�� I 2142,3 ., - ,,, '.•";-, ... ,„ ... . ,4.-litz-,-: '''',,..=,,,,-;-,-"-',0, ''..-'0.--,,,j,..7,,..X`*_,:c ,... .,„ •,,,...T.., „ . , ,,,„ , „,..,.. s ,_,., ,,,.; se - -' - ,--1 ;4-,....nA.J.,, ,; ,-,...,:-:211.c11.4...- .• ''; '--*,,,• - ,,,-,";- ,, ,-,;',,-'',1 - ' - -'3-r-'k -: -: :17::`,- ..--• -- -. ,-1,;440‘:C:,,.1 , ,-,-.,-: ::-7;4,.,;,,, '....A.11:,^t,..,,,„•..:.' : r;.:,-..i4 %5,1-!--r;:iLi4a;',; :i... :':,-., tr.:i.• ;1-;',-;=-'..,',.i'''':.' " -'.:k!Ott-IX-4,e::, . ""'r,--.,.,.‘4:;,..,' 0,7•!!' ,.., It., -...,*,q:4}'.,,',:a.P''.. 4tittkr'''' - . ,...' ,.... , ,... • ",.......' ,-i '-''.:: :,‘,'""%... 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' .;:•',.;''‘,.',.'d,"'''' ''''';';'rk-k,:k_1,14•k 1,k ,;,.- ,,-, ., :- '•,''' ' . -... ... -- ... .. ; _ . . -• - „',I.,.` .7 ,.,...,.„, - -' ... • - ., '., ' ,..- . ' '-'7 --'7} ,-,,,,y _. : = •.: ..." :4,..4'.a.-1--!-#1:0 r'- ";- ": -it -. 15..:4',g,i , , -. ;'-- ' - , •• ''‘J.,t,,•:,..,'t . - -- , 555 4.'-$i-•'.i.,7.,-- - ,.. •: , _-:,-*%.•ts:,,„.. ,,.„... . . _ , . , . ... , . . . .,.,.. ..*--- • SECTION 5:_CONSTRUCTION SERVICES 5.1 Construction Supervisor License(CSL) License Number Expiration Date Name of CSL Holder List CSL Type(see below) No.and Street Type Description U Unrestricted(Buildings up to 35,000 cu. ft.) R Restricted I&2 Family Dwelling City/Town,State,ZIP tvl Masonry RC Roofing Covering • WS Window and Siding SF Solid Fuel Burning Appliances I Insulation Telephone Email address D Demolition 5.2 Registered Home Improvement Contractor(HIC) HIC Registration Number Expiration Date HIC Company Name or HIC Registrant Name No.and Street Email address City/Town, State,ZIP Telephone SECTION 6: WORKERS' COMPENSATION INSURANCE AFFIDAVIT(111.G.L. c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached? Yes 0 No ❑ SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I,as Owner of the subject property,hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application. Print Owner's Name(Electronic Signature) Date SECTION 7b: OWNER1 OR AUTHORIZED AGENT DECLARATION By entering my name below,I hereby attest under the pains and penalties of perjury that all of the information contained in this application is true and accurate to the best of my knowledge and understanding. Print 0 er's or Auth. t Agent's Name(Electronic Signature) Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program),will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.2ov/oca Information on the Construction Supervisor License can be found at www.mass.eov/dps 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) (including garage,finished basement/attics, decks or porch) Gross living area(sq.ft.) Habitable room count Number of fireplaces Number of bedrooms Number of bathrooms Number of half/baths Type of heating system Number of decks/porches Type of cooling system Enclosed Open 3. "Total Project Square Footage"may be substituted for"Total Project Cost" R _ TOWN OF YARMOUTH of M _�� BUILDING DEPARTMENT cc, 'f 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT:DA lb: t I 3 c'! a-/ JOB LOCATION: i) �cQ •. 5 oiJ NAME TRELT ADDRESS SEC N�0 TOWN ":HOMEOWNER" - "( 4r' 1. 1it.,C" 5oN-N7 - 09 NAME HOME PHONE WORK PHONE PRESENT MAILING ADDRESS PD $ cnc. 1a 5M A o1StiS CITY OR TO STALE ZIP CODE The current exemption for `Homeowner' was extended to include owner—occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license,provided that such homeowner shall act as supervisor. (State Building Code Section 110 R5.1.3.1) Definition of Homeowner: Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such"homeowner"shall submit to the building official, on a form acceptable to the building official,that he/she shall be responsible for all such work performed under the building. permit. (Section 110 R5.1.3.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes,by-laws, rules and regulations. The undersigned 'homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE 44 -o.-✓ APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes No If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy Other type of indemnity Bond OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. rnQ'1�' V,tcs�e..✓ Check one: Signature of O er or Owner's Agent Owner Agent t b � h:homeownrlicexemp i? �\ The Commonwealth of Massachusetts 1 Department of Industrial Accidents imwj 1 Congress Street, Suite 100 0��, Boston, MA 02114-2017 '� � www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual). Address: ? y C jp kiDi,;iR R`Q City/State/Zip: S Phone 4: Sog-4'Z9._ aao9 Are you an employer?Check the appr riate box: i. Type of project (required): i 7. ❑New construction I am a employer with employees(full and/or part-time).* I am a sole proprietor or partnership and have no employees working for me in capacity.[No workers'comp. insurance required.] 8. ❑ Remodeling • Oy m a homeowner doing all work myself. [No workers'comp. insurance required.] 9. ❑ Demolition I am a homeowner and will be hiring contractors to conduct all work on my property. I will 10 0 Building addition ensure that all contractors either have workers'compensation insurance or are sole proprietors with no employees. 11.0 Electrical repairs or additions 5,❑I am a general contractor and I have hired the sub-contractors listed on the attached sheet. I2.❑Plumbing repairs or additions These sub-contractors have employees and have workers'comp. insurance.t 13.Q Roof repairs 6.0 We are a corporation and its officers have exercised their right of exemption per MGL c. 14.®Other v h b.ec 152,§I(4),and we have no employees. [No workers'comp. insurance required.] V1 *Any applicant that checks box;1 must also fill out the section below showing their workers'compensation policy information. /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 MGL c. 152, §25A is a criminal violation punishable by 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. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct. Signature: /k ,,Q V.�.e .-, Date: Phone#: ,i i.) .—y —1.3 09 Official use only. Do not write in this area, to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: Statement of Work—New Deck 74 Captain Wright Rd. South Yarmouth, MA 02664 Overview: Per granted Special Permit requested on petition number 4956, I Michael J. Vicens of 74 Captain Wright Rd., South Yarmouth-MA and owner of this property is applying for the appropriate permits to remove existing deck of 12 feet wide by 12 feet deep to be replaced with a new 25 feet wide by 14 feet deep deck. Deck to be built per provided Simpson Strong-Tie software design. Design could be modified/changed to ensure that it is to code: • All level 1 structural wood SP to be pressure treated lumber. • All fasteners/hardware that will be in contact with the pressure treated lumber will be hot-dip galvanized and/or stainless steel. • All footing to be 4 feet deep using 12" diameter tubes filled with 2,500 psi minimum concrete mix. • All new footings (4) to be located at same distanced from the back wall (12') as the current footings. Septic tank corner closet to the back wall and existing footing is approximately 2 feet diagonally from the left-west-side footing. Documents list: • Deck Planner Software Design. • Special Permit Petition—number 4956. • New Deck Certified Plot Plan. • Deed—12-16-2016. • Septic As-Built Card (Robert B. Our D-Box Installation)— 11/10/16. • Site Plan with Deck&Septic—10-12-16. • Pictures of Current Deck(3). • Demolition Debris Disposal Affidavit. • Workers'Compensation Insurance Affidavit. • Health Department Permit Application. • One or Two Family Building Permit—Application Regulatory Approvals. • One or Two Family Building Permit—Building Permit Application. • Homeowner License Exemption Michael J.Vicens 74 Captain Wright Rd. South Yarmouth, MA 02664 508-479-2209 mikev2@ix.netcom.com Page 1of1 'TOWN OF YARMOUTH 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 Office of the Building Commissioner BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G. L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111/5 I hereby certify that the debris resulting from the proposed work/demolition to be conducted at n- (LQ Work Address Is to be disposed of at the following location: /7 Cap 4-(qd / A 14T . � r Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Applicant Date Permit No. GRAPHIC SCALE 40 80 Til ( IN FEET ) 1 inch - 40 ft. <j>,,4j 7.5` -7+' `\s PROPOSED ;'' 25.0 %:.7xc:r fi DECK ,..- � �- i �\ 14.0' ',\ r /� ' l`• y" EX ,gZZ/SE ID �/� s\ % ao/i, ,' `,\ )1 \ Or..,,t, +� /,� a c NY �` / MARK , � v \ 0 Q V � V R � i '\ Cr / 1 k E cE ARD v v e( 400 3 \ ,\ / <4"�'rES- 0+t \ \ CERTIFIED PLOT PLAN \ \ \ \ \ '\ ZONING1 R-40 FRONTAGE=150' MARCH 4, 2022 LOCATED AT AREA=40,000 SF, 74 CAPT WRIGHT RD FRONT YARDS 30' BARNSTABLE COUNTY S. YARMOUTH, MA 02664 SIDE YARD 20' REGISTRY OF DEEDS PREPARED FOR REAR YARDS 20' BOOK 249 PAGE 113 MIKE VICENS 20 ATWOOD LANE SHREWSBURY, MA 01545 I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN PREPARED BY ACCORDANCE TO THE RULES AND REGULATIONS OF THE igia 1631N.ARD SURVEY COMMONWEALTH OF MASSACHUSSETTS. OAK N. BROOKFIELD RD OAKHAM, MA 01068 I CA. \ EsTINOCONTOUR:--- SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION PROPOSEDCOELEVA LOCUS EXISTING SPOT ELEVATION: 25.5 2°PEASiONE OR FILTER FABRIC � PROPOSED SPOT ELEVATION: FLOW ESTIMATE: COVERS WITHIN B' 3/4'-1 1/Y O TEST HOLE:-.- UTILITY ® 3 BEDROOMS AT 10 GAL I DAY•��GAL/DAY TOP OF OF FINISHED GRADE WASHED STONE POLE:� FOUNDATION . , INSPECTION PORT FENCE LINE: SEPTIC TANK: ,ELEV_ .•97.93 I HYDRANT: 330 GALE DAY%2 DAYS•800 GAL I■I I■' 3 MAXI -v , L RETAINING WALL m 99.9 /. COVER 01 r USE 1500 QALLON SEPTIC TANK Mi - S1 �p^ ELEV. 7R (T MIN) �p ; LEACHING AREA: ELEV. ,,,,„ /Imo\ t] USE 3-500 GALLON CHAMBERS(8.5'x4.8'x2'EFF.DEPTH)WITH ' EsLEV-./ `ELLEV '''''''''' ._85QLOCATION MAP ELEV. D-BOX ELEV LOT 522(13.787 SF) 2.8 OF STONE AROUND SIDES AND YAT ENDS (29.6'x B.B'x7DEEP) (7 STONE UNDER) 2_5' TH2.5' ASSESSORS MAP:77 PARCEL 19 GAL w- 29.5'x 9.8' SEPTIC TANK PLAN BOOK 249,PAGE:113 SIDE AREA: (29.5't-9.0)x 2x 2.157 SF (0.74).116 GAL/DAY TEE SIZES:(TO BE CONFIRMED) 3-600 GALLON CHAMBERS WITH BOTTOM AREA: 19Sx9.8'=2898F (0.74).211 GAUDAY INLET:6'UP,17 DOWN 2.5'OF STONE AROUND SIDES CAPACITY=330 GAUDAY OUTLET:FP UP,14"DOWN GAS BAFFLE ELEV. (AND 9.AT ENDS DEEP) AT OUTLET TEE N BENCHMARK AT • RIGHT CORNER TH-1 _�Q,, OF BULKHEAD TEST HOLE LOGS ENV. i ELEVATION=100.90 • - 1Y FILL GG ROAD BED BED GARAGE ENGINEER:THOMAS McLELLAN,P.E �OAS�MOID ROOM ROOM WING CAPTAIN B = ROOM WITNESS:PHa RENAUD 1r 10YR 3H •99.0 'I - - DATE 10$16 B HORIZON II `__ PERCOLATION RATE:<2 MIN/IN LOAMY SAND �� • i 10YR 618 1�4 (Pa'9� 96, r ROOM ED FBATMT KITCHEN AREAL C MEPOIRRIZON D N B4"24'30'E PERC AT 55' 7 -- \ ` \ 99-- \ �'� 8'.:'. V l- BATH 2.5Y 7/4 ^ \ \/ \ ryh 5h 138' I 89.0 \\ DECK NO GROUND WATER ENCOUNTERED NA �` \ _ II%N �// �\ ��� 11 NOTES: P' \100 \R'1. / \ /-- / - / \\ -99 EXISTING FLOOR PLAN 1.VERTICAL DATUM:ASSUMED / �� \-/ \ \\ \ 2.MUNICAPAL WATER IS AVAILABLE. I` ---7\\ // \\ \\\ 3.SCHEDULE 40.4"PVC PIPE TORE USED THROUGHOUT SEPTIC SYSTEM. Pot NW \1 1 1 ?Z - / - ,�r 4.AU.PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. TE.I ) (y4' 101 1 '3 Zia A•G"/Jr. 3 /�_-/ 5.PIPE PITCH=1/4"PER FOOT(UNI FRS NOTED OTHERWISE). /' Permit valid f REPAIR OF SFI'IIpI SSYSTPII1 6.FIRST 2'OF PIPE OUT OFD-BOX TO BE SET LEVEL \ N 2'D l --101 _ 1 , --1� ONLY,duesto Slate and Tura'reptc variances. 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. I \\ Board of II eNh view d approval t r4 vd for 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL any fugue ntlditionWe 'l0B,IalRroOonr to CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. I \\ ainVagr fa. 9.0 and%orstr u -r/dwelfmg. \ i // 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. z \\ // 1D0/ Yafmo9lh Hchllh Ucparlmcnt 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. 0 o� - APPR®VEJ) 4X-- D NN \ / t !/ 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P1.S.,HARWICH,MA -O \5101 A' / 1 l ( 2.THIS PLAN REQUIRES THE RE AEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND 0 ,FCC ,�` ,{C• • 4" 1 j ( _/// IS SUBJECT TO CHANGE UNTIL SUCH TINS. D Gjef •4 / t � L ± 13.EXISTING LEACH PIT IS TO BE PUMPED AND REMOVED. I ro © ,__i t 1 a •,. Date • Z V l 46> .112 � iir / 1 14.DbOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. ` / 0 ?.jai •�- 15.THIS PLAN REQUIRES THE FOLLOWING VARIANCE FROM TITLE 6: I Q- // / r 100 SECTION 15.211(1):LEACH AREA TO BE LESS THAN 2a FROM BULKHEAD,(VARIANCE OF 11. A i RECEIVED /441oo ik, DEC 02 2016 . _ w,. A �s� '_- i ,f HEALTH DEFT ( SITE PLAN ) O `` IRI �' ' I /I 'A�q,r _ LOCATION: \ G I%� \£' r1\ Pro 1 11 TERRY4 � c r 74 CAP"I.WRIGHT RD.,S.YAIZ2<IOUTH,MA I /, - _ 1�_ '--'-� _ _- ERR q '.I i i•i }1,i PREPARED FOR. G��' \ / 1 stockadeF it: A3B72R ff j' .G. (a-' a'•} III:° SUSAN ROLLINS / C \DATE:101Y16 SCAT.F:1'=zai 100 I 9801�0,1,`, ` r'" I S1IT"SS. �101 I h�6Y�`'I r vi \ / o ( IziL//4 BASS RIVER ENGINEERING -'` 99 I THOMAS J.McLELLAN,P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 Mi635 ® \ 508-364-9048 1 y.. TOWN OF YARMOUTH HEALTH DEPARTMENT ''_�•'' PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: BuildingSite Location: f� 7y � � it cs),41- SauQv Proposed Improvement: 2 5 ', 1.ruc32Q -n Asal-a ± f c" S G h c.L ,ham (, Applicant: ,t„Cs,ao Tel. No.: sos-y?q-aa69 Address: Po e 011.16. _> OtSY5 Date Filed: l ItsIa3 **/f you would like e-mail notification of sign off,please provide e-mail address: , k e.V & 1 k_N arc o M. c a M Owner Name: IYY,LCA.0.56 Owner Address: 71 (9..,.p�.Q 1.t ) �,(� - P, Owner Tel. No.: 508'-y79 -aac i gcAfta., irmsoitfh,—M A oac.v.i RESIDENTIAL AND/OR COMMERCIAL BUILDING HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Please submit three (3) copies of plans, to include: (1.) Site Plan showing existing buildings, water line location, and septic system location; (2.) Floor plan labeling ALL rooms within building (all existing and proposed) — Note: Floor plans not required for decks, sheds, windows, roofing; (3.) If necessary, Title 5 application signed by licensed installer with fee. REVIEWED BY: DATE: / A7/a PLEASE NOTE COMMENTS/CONDITIONS: y _ � ( (-e �j u cL 1 G V�'/ Sr ��L l ArC-I L, • Bk 35294 P -75 �39758 08-05-2022 a 03= 15s3 TOWN OF YARMOUTH t• '' BOARD OF APPEALS r• -- c DECISION FILED WITH TOWN CLERK: June 9,2022 PETITION NO: 4956 HEARING DATE: May 26,2022 PETITIONER: PROPERTY: 74 Captain Wright Road, South Yarmouth, MA Map 77, Parcel 19 Zoning District: R-40 Title: Book 30169, Page 46 MEMBERS PRESENT AND VOTING: Chairman Steven DeYoung,Sean Igoe, Megan Homer, Jay Fraprie,and Richard Martin. Notice of the hearing has been given by sending notice thereof to the Petitioner and all those owners of property as required by law, and to the public by posting notice of the hea " i<i pub • " g in The Cape Cod Times,the hearing opened and held on the date stated above. The petitioners are Michael Vicens and Sandra McGinnis of 74 Captain Wright Road. South Yarmouth. MA. This property is located in a Zoning District R-40 and the petitioners seek to add a deck measuring 25 feet wide by 14 foot deep on the rear of their home which will encroach into the side setback. The petitioner did a very fine job of representing himself and the merits of the petition. The deck, if constructed will be 7.5 feet from the easterly sideline of the lot. Speaking in favor of the petition was Mr. O'Neill and speaking in opposition to the petition was Mr. Garland who, as the most affected neighbor. felt that the addition would be too close to the sideline of his property. No exhibits were received at the hearing. Contrary to Mr. Garland's assertion, the Board did not believe that the grant of a Special Permit would result in any undue nuisance. hazard nor congestion nor would it be a substantial detriment to the existing or future character of the neighborhood or town. In truth. the petitioners could put a patio on the exact same footprint of the proposed deck and would need no relief to do so. Alternatively, they could use no deck but enjoy their property to the same extent that they would on a deck. Therefore. no undue nuisance, hazard nor congestion would. in the Board's opinion, result should the Special Permit be granted. A motion was made by Mr. Martin. seconded by Mr. Fraprie to grant the Special P ` t,-without conditions and on this motion a roll call vote was taken and all parties. inclusi "111 4o' appeared by Zoom voted in favor of the motion and so the Special Perrlktqvikgiivted oraVepc of 5- 0. The members voted as follows: ry` :. . '' t. s Y ST- • f r.,►r•t}• MAWCAPre."40fiN CLERK Jill 1 q 9A'19 Statement of Work— New Deck 74 Captain Wright Rd. South Yarmouth, MA 02664 Overview: Per granted Special Permit requested on petition number 4956, I Michael J. Vicens of 74 Captain Wright Rd., South Yarmouth-MA and owner of this property is applying for the appropriate permits to remove existing deck of 12 feet wide by 12 feet deep to be replaced with a new 25 feet wide by 14 feet deep deck. Deck to be built per provided Simpson Strong-Tie software design. Design could be modified/changed to ensure that it is to code: • All level 1 structural wood SP to be pressure treated lumber. • All fasteners/hardware that will be in contact with the pressure treated lumber will be hot-dip galvanized and/or stainless steel. • All footing to be 4 feet deep using 12" diameter tubes filled with 2,500 psi minimum concrete mix. • All new footings(4)to be located at same distanced from the back wall (12')as the current footings. Septic tank corner closet to they back wall and existing footing is approximately 2 feet diagonally from the left-west-side footing. Documents list: • Deck Planner Software Design. • Special Permit Petition—number 4956. • New Deck Certified Plot Plan. • Deed—12-16-2016. • Septic As-Built Card (Robert B. Our D-Box: Installation)— 11/10/16. • Site Plan with Deck&Septic—10-12-16. • Pictures of Current Deck(3). • Demolition Debris Disposal Affidavit. • Workers' Compensation Insurance Affidavit. • Health Department Permit Application. • One or Two Family Building Permit—Application Regulatory Approvals. • One or Two Family Building Permit—Building Permit Application. • Homeowner License Exemption Michael J. Vicens 74 Captain Wright Rd. JAN 17 2023 South Yarmouth, MA 02664 HEALTH DEFT. 508-479-2209 mikev2@ix.netcom.com Page 1 of 1 GRAPHIC SCALE 40 0 40 80 1 l ( IN FEET ) 1 inch = 40 ft. 7 ,,v\ /' \ / \ 7.5 V \ PROPOSED 1. DECK25.0'/ � ,' 114.0'� N. ; Q / �' y ; ,\ /, /• / \ YO ' ,- , �/ / tv4RRK �� \ 9O �\ COP /, 4 n BL quARC j ` \„ `\ 4,� 40043 \ ,'\ CERTIFIED PLOT PLAN \ \ \ '\ `\ \ ZONING: R-40 FRONTAGE=150' MARCH 4, 2022 LOCATED AT AREA=40,000 S.F. 74 CAPT WRIGHT RD FRONT YARD; 30' BARNSTABLE COUNTY S. YARMOUTH, MA 02664 SIDE YARD: 20' REGISTRY OF DEEDS PREPARED FOR REAR YARD: 20' BOOK 249 PAGE 113 MIKE VICENS 20 ATWOOD LANE SHREWSBURY, MA 01545 PREPARED BY I HEREBY CERTIFY THAT THIS PLAN WAS PREPARED IN .:Ft., BLANCHARD SURVEY ACCORDANCE TO THE RULES AND REGULATIONS OF THE $' 1631 N. BRO❑KFIELD RD COMMONWEALTH OF MASSACHUSSETTS. OAKHAM, MA 01068 Bk 30169 Ps 46 65910 12-16-2016 a 12 : 32w N O T N O T PIASSACHUSETTS STATE EXCISE TAX A N A N BARNSTABLE COUNTY REGISTRY OF DEEDS a e• 12-16-2016 a 12:32am OFFICIAL OFFIC t :L720 Dort: 65910 COPY C O P fee_: $882.36 Cons: $258,000.00 BARNSTABLE COUNTY EXCISE TAX N O T N O TBARNSTABLE COUNTY REGISTRY OF DEEDS Date: 12-16-2016 a 12:32Pm A N A N Cttt: 720 Dort: 65910 OFFICIAL O F F I C Fe4V 1289.48 Cons: $258,000.00 COPY COPY QUITCLAIM DEED I, Suzanne H. Rollins, an unmarried woman, of South Yarmouth, Massachusetts, for consideration of Two Hundred Fifty-eight Thousand and 00/100 Dollars(S258,000.00) • grant to Michael J. Vicens, an unmarried man, and Sandra L. McGinnis, an unmarried woman, both of 1080 School Street, Webster, MA 01570,as Joint Tenants with Right of Survivorship o with quitclaim covenants a certain parcel of land, with the buildings thereon, situate in Yarmouth, Barnstable County, • Massachusetts, on the Northeasterly side of Captain Wright Road, and being LOT 522, } containing 13,057 square feet, as shown on "Subdivision Plan of a Portion of`Captains Village', South Yarmouth, Mass., Scale 1"=100', May 25, 1971, Thomas E. Kelley, Surveyor, So. Yarmouth, Mass.," recorded with Barnstable Deeds in Plan Book 249, Page 113, bounded and described as follows: j SOUTHWESTERLY by Captain Wright Road, by two courses being 48.75 feet and 52.19 71- feet,respectively; NORTHWESTERLY by the junction of Captain Wright Road and Captain Bragg Road,bu a o curved line measuring 47.12 feet; NORTHERLY by Captain Bragg Road, 89.80 feet; EASTERLY by land now or formerly of Dennisport Furniture Co. as shown on said plan, 126.59 feet;and SOUTHEASTERLY by Lot 523 on said plan, 98 feet. This conveyance is subject to and with the benefit of any and all rights, restrictions and easements of record, if any there be,insofar as now in force and applicable. I, the Grantor named herein, do hereby voluntarily release all of my rights of homestead, if any, as set forth in M.G.L. Chapter 188 and state that there are no other persons entitled to any homestead rights other than those executing this deed. WILLIAM p APOSTOLICA (617)424-6500 Apostolica. Donovan & Donovan 172 Newbury Street Boston, MA 02116 Bk 30169 Pg47 #65910 NOT NOT AN AN For title see Deeto'Kgmgn 6yln Ant Dorothy ToAiyalytoirrig by c ged,dated October 31, 1986, and duly recorded in Bgngaltele'ounty Registry of Deeds j lilooilc 5382, Page 132. EXECUTED as a sealednnrunent this 1 `day of Dec11?r016. AN AN OFFICIAL OFFICIAL /J COPY ofO� Y 2J. k6 �' Suz H. Rollins COMMONWEALTH OF MASSACHUSETTS Barnstable, ss. On this /(4 day of December, 2016, before me, the undo rsigned notary public, personally appeared SUZANNE H. ROLLINS, proved to me throug satisfactory evidence of identification, which was 0.0 T} I Lc..- - , t• be the person whose name is signed on the preceding/attached document, and acknowledg d to me that she signed it voluntarily for its stated purpose. 11 —Notary Public My comm1\T'W. ,i,�n expires: WILLIAM APOSTOLICA I � Notary Public 1 ``* I''COMMONWEALTH OF MASSACHUSETTS My Commission Expires 1,L) March 16,2018 BARNSTABLE REGISTRY OF DEEDS John F, Meade, Register QUITCLAIM DEED: 74 Captain Wright Road—(South) Yarmouth,MA Page 2 of 2 \/..-• PT BRAGG EXISTING SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION IXISTINO CONTOUR---- LOCUS PROPOSED CONTOUR 7 PEASTONE OR FILTER FABW C EXISTING SPOT ELEVATION: 25.5 FLOW ESTIMATE: PROPOSED SPOT ELEVATION: - COVERS WITHIN 8" 314"-11YO TEST HOLE: 9 BEDROOMS AT10 GAL I DAY= 39U GAL/DAY102.75OF FIN13HE0 GRADE WASHE�STONE O L iTOP OFUTILITY POLE:-� FOUNDATION ' INSPECTION i OR:97 83 FENCE LINE: SEPTIC TANK: I■I I■) N HYDRANT:. 330 GAL(DAYa 2 DAYS=880 GAL RETA NING WALL,m 3 MAX USE,'(` QALLON SEPTIC TANK !- �y���'� COVER ELEV. (1'MIN) ; LEACHING AREA: (EXISTIN0) ELEV. illi - - . LOCATION MAP USE 3.500 GALLON CHAMBERS(8.5'x 4.8'x 7 EFF.DEPTH)WITH '� ELEV. ELEV. I ilki LOT P:787 SF) ELEV. D-BOX .2. E�LEV, ASSESSORS MAP:77 PARCEL 19 2B OF STONE AROUND SIDES AND 7 AT ENDS (29.6'x 9.8'x 7 DEEP) -1000 GAL (S"STONE UNDER) 2'-2.5' PLAN BOOK 249,PAGE 113 SEPTIC TANK �29.5'x 9.8' > SIDE (28.5'*9.STz2x2.1575E (0.74)•118 GAUDAY BOTTOM AREA: 28.6x9.e'=2B9 SF TEE SIZES:(70 BE CONFIRMED) 326'O GALLON MANGERSWITH (0.74)•214 GAUDAY INLET:B"UP,13"DDWN ELEV. OF AND 2'AROUND SIDES OUTLET 8'UP 14"DOWN ELEV. AND 2'AT ENDS CAPACITY=330 GAUDAY GAS BAFFLE (29.6 x 9.8'x 7 DEEP) AT OUTLET TEE N BENCHMARK AT RIGHT CORNER TH-1 100 5 OF BULKHEAD TEST HOLE LOGS ELEVATION=100.90 12- FILL II BED BED - GARAGE ENGINEER: THOMAS Mc-ELL1N,P.E OIA HORIZON CAPTAIN BRAGG ROAD ROOM ROOM_ ROOM WITNESS.RILRENAUD 18" L0YR3/1 ND 99.0 tovR S7 _ DATE 106-18 B HORIZON • PERCOLATION RATE:n 2 MIN/IN LOAMY SAND - vim_r-- r - Sr 10YR 818 97 5 90 BED I BATH DINING C HORIZON �---- � N34°24'3D'E \98 ROOM KITCHEN AREA MEDIUM SAND PERC AT 65" \ 99\ /"- 9,-.. BATH 2.5Y 7/4 • /J \ \/ \ i 611 13r I BB.O ( \ \\ DECK NO GROUND WATER ENCOUNTEREDoa _., p \\` coo\ /// �\ \\\ 11 NOTES: / P 100 \ / \ \ `� -- 1.VERTICAL DATUM:ASSUMED / /� \ �99 I EXISTING FLOOR PLAN f \ / \./ \\ \ 2.MUNICAPAL WATER IS AVAILABLE. I 7�` 3 \ �0 3.SCHEDULE 40.4"PVC PIPE TO BE USED THROUGHOLR SEPTIC SYSTEM. 1 it�� J ]JS 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TOCONFORM WITH AASHTO H-20 SPECIFICATIONS. / \ C�' 101 �et \I fLC*J_l-,% - 3 ,L�j� 5.PIPE PITCH 1/4'PER FOOT(UNLESS NOTED OTHERWISE). _ ' to �'' G i_ .Permll Id f REPAIR OF SEPTIC SVSTEM1 8.FIRST 2'OF PIPE OUT OF 0-BOX TO BE SET LEVEL l\ 101 // I ��100 ONLY, m to Stair and local It die a res. 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. I •: Board of Ileallh review end apprutal it,eyuvcd for g.ALL CONS9TRUC)ION DETAILS ARE TO BE IN CONFORMANCE WIT}(THE STATE OF MASS.ENVIRONMENTAL -I N I any., future nd,,ltunt/rr a Itnnr/alleralionv Ix CODE(TITLE FNE)AND LOCAL HEALTH REGULATIONS. \N ` J-i/ •"sewage f I uen xndbt rlr 1 -as/dwellinR. 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. �i�100/ Yafm9tit8 Hcp11h Ur artmrnt z 0 \ . \ p is P / 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 3'. \\ •`` S // - APPROV U)/7G/Mre. -- 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,PI.S.,HARWICH,MA. - / II ! 12.THIS PLAIN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND '{ • 'O �Dt ,,yy�O�Op=o�y e �/ j / ��}111•_ / IS SUBJECT TO CHANGE UNTIL SUCH TIME. D 4T,00`O.f�%a� 4\ I I '� 4-- - 13.EXISTING LEACH PR 13 70 BE PUMPED AND REMOVED. da'' a c Datr Z I OD /� -}Y 14.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 100 15.THIS PLAN REQUIRESTHE FOLLOWING VARIANCE FROM TITLE 6: Q. / / SECTION 15.211(1):LEACH AREA TO BE LESS THAN 217 FROM BULKHEAD,(VARIANCE OF 1'). ^_I f�EGL,VE°J • • \.10\ `'\ � d4k4 I / DEC 02 2016 _ /' \` I / HEALTH DEPT. ( SITE PLAN -_ ' �; ! 0 9., r. I ;I A°`"^44 zacATTorr: \ Y 1XOFY •C \> \` pi^e III ' \ 74 CAPT.WRIGHT RD".S.YARMOUTH.MA _ �( _ TERRY y f t� PREPARED FOR: ;'1 / --�� `�a- .___ - WARNER a .t r. r�'r o' 11 -\ i 1 Sao Fence y, NO 38721 .�t „ �.MI-' SUSAN�tOLLINS ` - Stoc l qT y l C u� I 100 l� 9 661 (- I w%: /yI r ~ ;{� \DATP.:10.1b16 SCALE:I"=2d/ • 0, 701 'f�,"r fL /` BASS RIVER ENGINEERING �-___\ �� / I THOMAS J.McLELLAN,P.E. P.O.BOX 1163, EAST DENNIS,MA 02641 L116-55 ®� \ 506-364-9018 / f rite rio...22.7...._ 2orkie1r-- MA-x. 3 Be:va oam LOT N0 . : 561:1, ADDRESS : titk CAPS. l,)JC \ G,VY kl OWNERS NAME : USfl N Qo i l i P.S SEWAGE PERMIT NO . : 1( ?i NEW : REFAIR : K. DATE ISSUED : tit ►C7Ub DATE INSTALLED : t( iUt10 INSTALLERS NAME : R 0 Cr 8 . �Q�v Q • INSTALLATIOP OF : - o oo rt . ?NA, r^��S WATER TABLE : N'�� • FINAL 30 �'NSPEC2-TION BY : l4✓` !G DRAWING OF INSTALLATION ON REVERSE SIDE : TOP 4 A 8 0 Thar I \I; \iis. a S'‘' 35 a-t c3 (I- tx 3 3 NI30‘> \ -\ ,,ot-P.-"1 ‘.... ... % . 4 s6 3 t(° ati% tt'41 C APT eVf y q itc-q ____________________— i-- ., • - �� Loll" 1 T mPP 7 It' I 6 PIT NO . : ,�..,, i max. � �t . ADDRESS . LOT ......� OWNERS NAME : + err. 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J•_l.:+t. ;`4ti i apt s t r" :, (amiiiiimma.:1 " ! • l 1 . '' i', ir,,,,,,'.:,._,:.,:..,.,11,,,ill -4. per c. 3 q ; -k r7.41 , 101111111.1.11-41 w r 4tx fJJf!"""`"` .• Y p r 4 ,----_. , ,. ., :,: -- . . . ., , ....,?,n 74.,=,.---,;"..is:,, ..7 .:1.,..,,.• • ' t4 .e 'r 3, A i ` r 1 i r j ) ' 2 I T t 4 • SIMPSON Deck Planner SoftwareTM Report StrongTie 3D view -_ — --- -_-ter r ww,..,.. ,r 1"Illfilliallia f/ -ter 1 I f i? I�� 004 V. ;HF ::. /-/ 9 A A CERTIFIED AS BUILT IS REQUIRED GJiL�., i';i..IAL BEFORE FINAL INSPECTION Cape Code , ' ..1 ' y,I,� COENd /- f Deck Planner SoftwareTM Report All lengths, areas,weights, masses and structural forces are expressed in U.S.Customary units unless otherwise specified. This report was created 11/16/2022 7:48 PM by Deck Planner Software" Page 1 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. • SIMPSON Deck Planner Software' Report StrongTie Your Planned Deck Design Plan view construction 16-11' - - 4-1" 3.-0" J L LJ l5 J J L C a < � C 24'-0" y� Page 2 www.strongtie.com Copyright 0 2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. 1. • SIMPSON Deck Planner Software" Report StrongTie Glossary of Decking Terms O t m • m 0 I . �` il,. O O #'I m O 0 O 0 1. Risers: The vertical boards attached 6. Bottom Rails: Lumber members that 13. Beams: Structural members that to the stair stringers. Many localities connect to the rail posts and provide a support the decking floor joists. Beams require risers to prevent possible trip solid surface for securing the infills. are made of doubling 2x material and hazards. can be installed as a laminate, 7. Infills: Also known as balusters or sandwiched, or notched into the post. 2. Stringers: The structural support for pickets,the infills are connected to the stairs.They have limits on how much top and bottom rails and provide a It is important to have a post of weight they can carry, so size and barrier against falls. sufficient size and strength to support spacing are important considerations. the beam.The beam should not be any Composite manufacturers provide 8. Decking: When properly attached to wider than the thickness of the post, recommended stringer spacing to each joist and rim joist,the decking and should be secured with the correct support the tread material. surface helps unify the entire structure. post cap. 3. Treads: The horizontal stair surfaces 9. Rail Cap: Much like the decking,the 14. Joists: Wood members installed on which deck users walk. rail cap unifies the railing system and across the beams and spaced to provides a decorative feature. accommodate the decking material.The 4. Rim Joist: Also known as edge joist spacing may depend on the angle bands,the rim joist wraps the deck and 10. Top Rails: These members have the same stabilizingfunction as the bottom at which the deck boards are applied. keeps the joists standing on edge,while also providing a solid surface for rails. 15. Ledger: The ledger is a crucial attaching railing posts. Proper 11. Post: Vertical structural member connection because it attaches the deck attachment is critical to installing a safe that supports the beams and attaches to the house.The material used to railing. the deck to the footings using a post construct the house may determine the base. type of connection. Consult local 5. Rail Post: Vertical lumber member building officials on the recommended that supports the handrail and resists 12. Footing: Concrete element that connection. the outward force of people leaning on serves as the foundation of the deck. the railings. 16. Fascia: Vertical boards that face outwards from the edges of the deck, attached to the rim joists. Fascia boards typically consist of a lumber species that matches the appearance of the decking material. Page 3 www.strongtie.corn Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. v 1 C SIMPSON Deck Planner Software'' Report StrongTie A Complete Connector System for Building Safer, Code-Compliant Decks _......_,-. ,,,4,,, ., :::4._ ,,__,,,,- „ 1. 77 LSCI DTT2I LUCI H2.5AZ DJT14I LSCS° DTT2SS DTT1I 'UCSS Strong-Drive'SONS H2-5ASS D1T14SS Adjustable Stringer Deck Tension Tie Deck Tension Tie Joist Hanger Timber Screw Nominee Tie Deck Joist Tie Connector Ties deck to house Ins deck framing to top plate, Ties deck joist to ledger Ledger attachment design lies joist to beam Ties 2x girder to Ties stair stringer to the studs or headers per code:visit our website post carrying hoador or rin joist tar spacing instructions i • `� I ii i.11 " -"= / i I • `'III' rli \t-llIhlll`1 IT- -'—x�T._ .,t \\\, ,r3\>� r .,_.- ,./....it ' /,' / \ 4, ,z, 14,---,-- L---.t,j ... adi Wt TA91/TA10Z 435Z DMZ I BCS2-2/41 TA9SS/TA1OSS A35SS DTT2SS ABU44Z ABA44Z HTZ BCS2-2/4SS Staircase Aegis Framing Angle Deck Tension Tie Post Base Standoff Pest Base Hurricane Tie Post Cap Ties stair tread to stringer; Tics net joist Ties gaurdrail post Ties 4x4 post to Ties 4x4 post to Tics joist to girder at Ties 4x post to double TA9ZKT/TA101KT provided to deck joist to deck joist concrete concrete mid-deck;ties joist to beam 2x beam girder with Strong-Drive SOS screws Yz rr Q o o4) ‘‘. Page 4 www.strongtje.corn Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. Deck Planner Software" Report 5tong S rongON Tie The Purpose of Perimeter Connectors _____,--- ----"---- I 1 , , , ,: ii \\o' ',, _ ,,0 \ . . - _ - % .,i, 4 \\,,\0\\, ,„, , tf ma Post Te Rear ]ecorativP PPrimot!+r post Con lector 'nst To Footin' Decorative Post Cap Connectors Decorative Post Base Connectors All perimeter posts will have a The option to use decorative connectors on the most All perimeter posts will have a decorative connector option assigned visible areas of your deck structure decorative connector option assigned 411* Decorative hardware trings design appeal and strength to any living space.Our Outdoor Ac.ents(R)ornamental connectors,made of G185 ZMAXQ galvanized s'eel and featuring a black powder-coat finish, II provide corrosion protection and stylistic flair to outdoor structures Page 5 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. t • SIMPSON Deck Planner SoftwareTM Report Strongfie Installation Considerations Building Code and Zoning Requirements Deck Area and Footing Layout Check deed restrictions, building codes and zoning Batter boards (temporary wood supports, such as 2x4s), laws to make sure your deck complies.The local mason's string and a plumb bob can be used to lay out building jurisdiction will require a minimum setback the deck area and footings. For a rectangular shape, from property lines. Check with local utility companies the corners will be square when the lengths of the two to make sure deck construction will not disturb diagonals are equal. underground piping or wiring (dial 811 before you dig). Footings A resource for general residential deck codes and building practices is the Prescriptive Residential Deck Holes for footings will need to be dug to a depth Construction Guide, by the American Wood Council below the frost line. (free download from ww.a'wc.orci). Post Bracing The local building jurisdiction should be consulted to Diagonal bracing between posts and joists/beams verify any building code requirements specific to the should be installed according to the building code. area. Deck Function Posts and Beams Allow an additional margin in length to the posts. While planning your deck, consider how it will be used. Determine the desired deck floor height on the post Sun/shade areas and possible views are common and then cut to the appropriate length. considerations. Lumber Attaching Joists Attach joists to the ledger board with joist hangers. Pressure-or preservative-treated lumber, or lumber that is naturally decay resistant, should be used for Laying Decking durability.Cut edges should be field-treated with preservative. Drill pilot holes into the ends of boards to prevent splitting.Allow space between boards. Fasteners and Connectors Guardrails To resist corrosion, fasteners and connectors in contact with treated lumber should be ZMAX®, hot-dip Guardrails must be adequately attached to the framing galvanized (HDG)or made with stainless steel. members of the deck.The building code has limits on the size of openings that are permitted in the guard Consult with the building code,the preservative system. treatment manufacturer and stronotie.com to get recommendations for your conditions. Fasteners and Stairs and Handrails connectors should be made of the same material (i.e. both of them galvanized, both of them HDG or both in Stairs should be at least 36"wide.The building code stainless steel). has limits on the size of openings in a flight of stairs and specific directions for providing handrails. Ledger Proper corrosion-resistant flashing should be installed between a deck ledger and the house.The ledger should be installed directly to the framing,with any siding removed. Page 6 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner Software' Report StrongTie Tools Required The checklist provided should be used as a quick guide only, and we highly recommend consulting some additional resources listed here: www.strongtie.com/solutions/deckcenter Concrete Work Concrete Layout Safety • Pick • Stakes or batter boards • Eye Protection • Post hole digger • String • Hearing protection • Shovel • Transit • Dust mask • Wheelbarrow • Gloves • Hoe and hose (to mix • Kneepads concrete) • Tamper Wood Work Wood Layout • Extension cord • Tape measure • Circular saw • Squares: Rafter/Speed, Framing • Drills and bits • Level/Levels • Chalk line • Hammer • Pencils • Nail set • Plumb bob • Chisel • Handsaw • Ladder • Mallet • Tool belt Tips for the DIYer • When cutting or drilling, always wear eye protection to prevent injury from flying particles. • If cutting pressure treated material,wearing a fabric breathing mask will help to avoid ingestion of the dust. • Wear gloves to protect from splinters. • Invest in a pair of kneepads if you are doing floor jobs or working on a deck. • Dispose of scraps in the regular trash or take to a landfill -do not burn pressure treated materials. Page 7 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. /I-9% T-6" / / 24'-0" / J L L J L E. 7 P ... NOTES FROM THE CUSTOMER DESIGN TITLE DRAWING JOB Ip CAPE CODE PLAN VIEW DRAWING, LEVEL 1 CUSTOMER NAME SCALE CHECKED BY Michael Vicens NOT TO SCALE CUSTOMER EMAIL ADDRESS DATE CHECK DATE PAGE mikev2@ix.netcom.com 11/16/2022 7:48 PM 8 THIS DRAWING WAS GENERATED BY CUSTOMER PHONE NUMBER CREATED BY STORE DECK PLANNER SOFTWARE'" SIMPSON Deck Planner SoftwareTM Report StrongTie Permit Info LEVEL 1 0 ❑ Plan view construction (blocking not shown for clarity) J L ❑ U J L 7 i y7 Structural Information: Level 1 Height of level(top of decking) 33" Deck and Post Height Max.joist span 132 7/8" Your design height is 33"from the top of the decking to the ground level.The top of the deck support posts will Max.joist cantilever 32 1/8" therefore be 14"above ground level. Max. beam span 90 1/8" Joists Max. beam cantilever 6" Set joists on top of beams, 12"center-to-center. Footing depth 48" Footing area(ea.) 9 1/2"ft2 Designed live load 40 lb/ft2 Designed dead load 10 lb/ft2 Page 9 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner Software' Report StrongTie Materials Drawing LEVEL 1 Plan view, 0 El - - beams and joists • 0 LJ J J 000 © © © C © © © 1E1 © © © © © © © © © © Q © a © © © © © El © © Page 10 www.strongtie.corn Copyright©2013-2022 Simpson Strong-Tie Company Inc All rights reserved. • • SIMPSON Deck Planner Software" Report StrongTie Materials Cut List LEVEL 1 Label Description Qty Length Usage A 2"x 10"x 16'-Wood SP(Square) 1 16'0" Rim Joists B 2"x 10"x 8'-Wood SP(Square) 1 8'0" Rim Joists 2"x 10"x 16'-Wood SP(Square) 1 16'0" Ledgers 2"x 10"x 8'-Wood SP(Square) 1 8'0" Ledgers C 2"x 10"x 14'-Wood SP(Square) 25 13'9" Joists 2"x 10"x 16'-Wood SP(Square) 18 101/2" Blocking 2"x 10"x 8'-Wood SP(Square) 5 10'/2" Blocking 2"x 10"x 8'-Wood SP(Square) 1 9" Blocking D 2"x 10"x 16'-Wood SP(Square) 3 15'9" Beams E 2"x 10"x 10'-Wood SP(Square) 3 8'3" Beams 6"x 6"x 8'-Wood SP 4 1' 1" Posts/Footings 1"x 6"x 20' -Gold Composite-Grey(Square) 4 4' 9" Risers 1"x 6"x 12' -Gold Composite-Grey(Square) 2 4'9" Risers 2"x 12"x 14'-Wood DF/HF/SPF (Square) 3 4' 1" Stringers 2"x 12"x 10'-Wood DF/HF/SPF (Square) 2 4' 1" Stringers 1"x 6"x 20' -Gold Composite -Grey(Grooved) 4 4'9" Treads 1"x 6"x 12' -Gold Composite-Grey(Grooved) 2 4'9" Treads 2"x 10"x 8'-Wood SP(Square) 1 4' 1" Support Board for Stairs 2"x 6"x 8'-Wood SP(Square) 3 1'7" Support Blocking for Stairs Page 11 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. Deck Planner Software' Re ort SIMPSON p StrongTie Railing Kit List All Materials Usage Sub Product Qty SKU Description Stick Built Items Railing Posts 14/14 Pyramid Cap 4in -Classic White Railing Posts 14/14 Post Skirt 4in -Classic White Railing Posts 14/14 Post Sleeve 4 x 36-Classic White Top Rails 12/12 Crown Top Railing 6ft-Classic White Bottom Rails 12/12 Bottom Railing 6ft -Classic White Infill 152/152 Square Baluster36in -Classic White Railing Posts 1/1 4 x 4 x 8 -Treated Cedar Railing Posts 3/3 4 x 4 x 16-Treated Cedar DTT2Z Connector(ZMAX®)(Fasteners and Railing Posts 12/12 DTT2Z Washers included) Page 12 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. .; r-4 IF SIMPSON Deck Planner Software" Report StrongTie Estimated Materials List All Materials Usage Qty SKU Description Type Decking 36 1"x 6"x 20' -Gold Composite-Grey(Grooved) Lumber Decking 1 1"x 6"x 12' -Gold Composite-Grey(Grooved) Lumber Rim Joists 1 2"x 10"x 8'-Wood SP(Square) Lumber Rim Joists 1 2"x 10"x 16'-Wood SP(Square) Lumber Ledgers 1 2"x 10"x 8'-Wood SP(Square) Lumber Ledgers 1 2"x 10'x 16'-Wood SP(Square) Lumber Joists 25 2"x 10"x 14'-Wood SP(Square) Lumber Blocking 1 2"x 10"x 8'-Wood SP(Square) Lumber Blocking 1 2"x 10"x 16'-Wood SP(Square) Lumber Beams 3 2"x 10"x 10'-Wood SP(Square) Lumber Beams 3 2"x 10"x 16'-Wood SP(Square) Lumber Posts/Footings 1 6"x 6"x 8'-Wood SP Lumber Joists 25 H2.5AZ H2.5AZ Hurricane Tie (ZMAX®) Connector Joists 46 LUS28Z LUS28Z Joist Hanger with Double-Shear Nailing (ZMAX®) Connector Joists 4 LSSOZ LS50Z Skewable Angle(ZMAX®) Connector Joists 4 DTT2Z DTT2Z Connector(ZMAX®)(Fasteners and Washers included) Connector Posts/Footings 4 APT6 APT6-TStrap Connector Posts/Footings 4 APL6 APL6-L Strap Tie Connector Posts/Footings 4 APB66 APB66-Adjustable Post Base Connector Posts/Footings 0 801bs Bag (0.60 CF)Concrete Mix Concrete Construction Posts/Footings 2 12"x 10'Construction Tube Tube Risers 1 1"x 6"x 20' -Gold Composite-Grey(Square) Lumber Risers 1 1"x 6"x 12' -Gold Composite-Grey(Square) Lumber Stringers 1 2"x 12"x 10'-Wood DF/HF/SPF (Square) Lumber Stringers 1 2"x 12"x 14'-Wood DF/HF/SPF (Square) Lumber Page 13 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner Software' Report StrongTie Usage Qty SKU Description Type Treads 1 1"x 6"x 20'-Gold Composite-Grey(Grooved) Lumber Treads 1 1"x 6"x 12' -Gold Composite-Grey(Grooved) Lumber Support Board 1 2"x 10"x 8'-Wood SP(Square) Lumber for Stairs Support Blocking for 1 2"x 6"x 8'-Wood SP(Square) Lumber Stairs Stringers 5 LSCZ LSCZ Adjustable Stair-Stringer Connector(ZMAX®) Connector Decking 5 EB332WDR275 275 CT EB332 W/305SS 2-1/41N T15 SCREWS Fastener Decking 2 EB332WDR100 100 CT EB332 W/305SS 2-1/41N T15 SCREWS Fastener Rim Joists 2 SDWS16300QR75 3 IN SDWS Framing Screw 75ct Fastener Beams, Ledgers 1 SDWS22400DB-R50 SDWS22400DB Structural Wood Screw (50) Fastener Beams, Ledgers 3 SDWS22400DB-RC12 SDWS22400DB Structural Wood Screw (12) Fastener Strong-Drive® SCN 1 1/2"x.148", 9 gauge, Joists,Stringers 4 N1ODHDG Smooth-Shank Connector Nail, Hot Dip Galvanized Fastener -1 LB Strong-Drive® SCN 3"x.148", 9 gauge, Smooth- Joists 4 10DHDG Fastener Shank Connector Nail, Hot Dip Galvanized -1 LB 1/2"diameter HDG Machine Bolts: length Joists 4 1/2 MBHDGH Fastener calculated (1) Nut for 1/2"Bolt, Oversized Threads (Hot-Dip Joists 4 NUT-1/2 MBHDG Fastener Galvanized)(1) Posts/Footings 1 SDWS22312DBB-R50 SDWS22312DBB Structural Wood Screw (50) Fastener Posts/Footings 1 SDW522312DBBRC12 SDWS22312DBB Structural Wood Screw (12) Fastener Posts/Footings 2 STN22-R24 STN22 Hex-Head Washer(24) Fastener Posts/Footings 2 STN22-R8 STN22 Hex-Head Washer(8) Fastener 5/8"x 6"Type 304 Stainless Steel Titen HD® Heavy- Posts/Footings 4 THDB62600H4SSF1 Fastener Duty Screw Anchor Treads, Risers 2 S10250WP1 DWP#10 2-1/21N 305SS FLATT25 1# Fastener Page 14 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. Deck Planner Software" Report SIMPSON St r ngongTie Usage Qty SKU Description Type Support SDWS22300DB- Blocking for 1 SDWS22300DB Structural Wood Screw (12) Fastener RC12 Stairs Page 15 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. .m 1 • St Deck Planner SoftwareSoftware' Report SIMPSON nSON rongTie Dealer Locations Approved dealers local to your ZIP code. Dealer Name Address Phone HOME DEPOT#2672(SHREWSBURY) 530 Boston Tpke, Shrewsbury,01545-5970, US (508)842-4100 Shrewsbury Lumber 731 Hartford Tpke, Shrewsbury, 01 54 5-4 1 03, US (508)845-4430 LOWE'S#1206(WORCESTER) 533 Lincoln St,Worcester, 01605-1905, US (508)595-1450 LOWE'S#1831 (WESTBOROUGH) 260 Turnpike Rd # 266,Westborough, 01581-2812, US (508)614-1152 HOME DEPOT#2684(WORCESTER) 130 Gold Star Blvd, Worcester,01606-2814, US (508)852-6260 Please re-enter your ZIP code in the user settings of Deck planner and re publish a report if the results are not desirable. Page 16 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. F a SIMPSON Deck Planner Software' Report StrongTie Legal Disclaimer Effective Date: November 17, 2022 LEGAL DISCLAIMER We want you to have fun using the Simpson Strong-Tie® Deck Planner Software"' (the"App") as a tool that may assist you in selecting Simpson Strong-Tie® and other specified products for your structure. However, we care about safety. The output from the App, including any designs, specifications, product selection and reports (collectively, the "Report") is a product selection guide and is not a finished building plan.You may proceed and use the App and the Report only if you have carefully read this Disclaimer and agree to its terms. The App is not designed to perform any of the engineering calculations or structural design required for building construction. Due to the size,shape, location or other considerations, the design set forth in the Report may require supporting structures (such as knee braces and bridging between joists and posts) that are not included in the Report. The App and Report are intended to be used only in conjunction with Simpson Strong-Tie® products. Before beginning any project, you should review all of the information about the Simpson Strong-Tie® products that is available on www.stronotie.com. Any use of the App or the Report is at your own risk. You should secure professional technical and/or engineering expertise to review and confirm the appropriateness and accuracy of all information in the Report, including, without limitation, all input and output from the App. You should consult with a trained professional to ensure that the products are properly specified for your particular environment (including, without limitation, that the products have the proper level of corrosion resistance based on your particular environmental conditions, materials, construction design and other factors) and to ensure that the products are used in accordance with the design limits and the structural,technical and environmental specifications set forth on www.strongtie.com. The App is not a substitute for professional judgment or for independent design and testing for stress, safety and utility. You are responsible for ensuring that all measurements are correct and for verifying the Report's accuracy, completeness and suitability for your particular site conditions. Before beginning any project, you should confirm that the design set forth in the Report is safe and structurally sound for its size, location and anticipated use. If you have any doubts, concerns or questions,you should consult local experts, builders,architects and structural and soil engineers. You should consult with local authorities to ensure that your project complies with all applicable zoning and building codes, requirements and practices, which vary greatly depending on your location. You are responsible for ensuring that the project (including the design set forth in the Report and any substitutions or modifications you make) complies with all applicable zoning and building codes, requirements and practices(including requirements for lighting). Simpson Strong-Tie Company Inc. ("Simpson") cannot anticipate all of your working conditions or the characteristics of your materials and tools.You should seek professional assistance with respect to the construction of the structure. If you are involved in the construction of the project, for your safety you should consider your own skill level and use caution, care and good judgment when following the instructions. Always read and observe instructions and safety precautions provided by any tool or equipment manufacturer, and follow all accepted safety procedures. Simpson assumes no responsibility for any damages, including direct or consequential, personal injuries suffered, or property or economic losses incurred as a result of any information available through the App or the Report). Simpson assumes no liability or responsibility for your design,construction or use of the Report or any other information supplied through the App. YOU ASSUME TOTAL RESPONSIBILITY AND RISK FOR YOUR USE OF THE APP, THE REPORT AND ALL INFORMATION CONTAINED THEREIN. SIMPSON PROVIDES THE APP AND THE REPORT (AND ALL INFORMATION CONTAINED THEREIN) "AS IS" AND, TO THE FULLEST EXTENT PERMITTED UNDER APPLICABLE LAW, DOES NOT MAKE ANY EXPRESS OR IMPLIED WARRANTIES, REPRESENTATIONS, OR ENDORSEMENTS OF ANY KIND WHATSOEVER (INCLUDING, WITHOUT LIMITATION, THE IMPLIED WARRANTIES OF MERCHANTABILITY OR FITNESS FOR A PARTICULARPURPOSE). SIMPSON DOES NOT WARRANT THAT YOUR USE OF THE APP WILL BE UNINTERRUPTED, THAT THE APP IS FREE OF VIRUSES OR OTHER HARMFUL COMPONENTS, THAT THE APP OR THE REPORT WILL FREE FROM ERRORS OR DEFECTS, OR THAT ANY ERRORS OR DEFECTS WILL BE CORRECTED. IN NO EVENT WILL SIMPSON BE LIABLE FOR DAMAGES OF ANY KIND, INCLUDING WITHOUT LIMITATION ANY SPECIAL, INDIRECT, INCIDENTAL, OR CONSEQUENTIAL DAMAGES, EVEN IF SIMPSON HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. Page 17 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. SIMPSON Deck Planner SoftwareTM Report Strong-Tie You agree, at your own expense, to indemnify, defend and hold harmless Simpson, its parents, subsidiaries, affiliates, officers, directors, employees, agents, distributors and licensees,from and against any judgments, losses, deficiencies, damages, liabilities, costs, claims, demands, suits, and expenses (including, without limitation, reasonable attorneys' fees and expenses) incurred in, arising out of or in any way related to your breach of these terms or your use of the App or the Report. All trademarks contained in the App and the Report are the property of Simpson or its licensors and may not be used for any purpose without the written permission of their respective owners. Page 18 www.strongtie.com Copyright©2013-2022 Simpson Strong-Tie Company Inc.All rights reserved. • Mr. Igoe AYE Ms. Homer AYE Mr. Fraprie AYE Mr. Martin AYE Mr. DeYoung AYE As to the request for relief by variance. in light of the Special Permit. the petitioner requested that the variance petition be withdrawn. without prejudice and on a motion made by Mr. Martin. seconded by Mr. Fraprie. the Board. by roll call vote, allowed that the requested relief be withdrawn. The members voted as follows: Mr. Igoe AYE Ms. Homer AYE Mr. Fraprie AYE Mr. Martin AYE Mr. DeYoung AYE No permit shall issue until 20 days from the filing of this decision with the Town Clerk. Appeals from this decision shall be made pursuant to MGL c40A section 17 and must be filed within 20 days after filing of this notice/decision with the Town Clerk. Unless otherwise provided herein, the Special Permit shall lapse if a substantial use thereof has not begun within 24 months. (See bylaw §103.2.5. MGL c40A §9) 11=ah,91144.4. Steven DeYoung. Chairman CERTIFICATION OF TOWN CLERK I. Mary A. Maslowski. Town Clerk. Town of Yarmouth, do hereby certify that 20 days have elapsed since the filing with me of the above Board of Appeals Decision #4956 that no notice of appeal of said decision has been filed with me. or. if such appeal has been filed it has been dismissed or denied. All appeals have been exhausted. Mary A. Maslowski JUL 13 2022 Y COMMONWEALTH OF MASSACHUSETTS 4f."'' y TOWN OF YARMOUTH r' BOARD OF APPEALS A t �P. L• a. t Petition #: 4956 Date: June 30, 2022 Certificate of Granting of a Special Permit (General Laws Chapter 40A. Section 11) The Board of Appeals of the Town of Yarmouth Massachusetts hereby certifies that a Special Permit has been granted to: Michael Vicens and Sandra McGinnis Affecting the rights of the owner with respect to land or buildings at: 74 Captain Wright Road, South Yarmouth,MA; Map#: 77; Parcel#: 19; Zoning District: R-40; Book 30169, Page 46 and the said Board of Appeals further certifies that the decision attached hereto is a true and correct copy of its decision granting said Special Permit, and copies of said decision. and of all plans referred to in the decision. have been filed. The Board of Appeals also calls to the attention of the owner or applicant that General Laws. Chapter 40A. Section 11 (last paragraph) and Section 13. provides that no Special Permit. or any extension, modification or renewal thereof. shall take effect until a copy of the decision bearing the certification of the Town Clerk that twenty (20) days have elapsed after the decision has been filed in the office of the Town Clerk and no appeal has been filed or that. if such appeal has been filed. that it has been dismissed or denied. is recorded in the Registry of Deeds for the county and district in which the land is located and indexed in the grantor index under the name of the owner of record or is recorded and noted on the owner's certificate of title. The fee for such recording or registering shall be paid by the owner or applicant. Alriftio.Slic)..... Steven S. DeYoung. Chairman _ t s Y ATTEST: BARNSTABLE REGISTRY OF DEEDS ,�',�'•,� _. 't • • John F. Meade, Register wlv CLERK '? 44 N.Ag� ' UL 132022 AC