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0064 PLANT ROAD
�LI '1 lan 4'Rd, � � �. t N _may - - -- - -- Sign TOWN OF BARNSTABLE Permit , * BARNSTABLE, MASS. 1639. A Permit Number: Application Ref: 201206676 20070803 Issue Date: 10/26/12 Applicant: BENNETT, EDWIN J & GRETCHEN Proposed Use: STORAGE WAREHOUSE & DIST Permit Type: SIGN PERMIT Permit Fee $ 50.00 Location 64 PLANT ROAD Map Parcel 294076002 Town HYANNIS Zoning District B Contractor PROPERTY OWNER Remarks 10 SQ FT SIGN FOR T & J MOTORWORKS INC. Owner: BENNETT, EDWIN ] & GRETCHEN Address: 64 PLANT RD HYANNIS, MA 02601 Issued By: POST THIS.CARD.'SO THAT IS VISIBLE FROM THE STREET . .. ........ �1HEA Town of Barnstable Regulatory Services '" Thomas F.Geiler,Director y i639. 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 Permit# CQ Building Official approving Application for Sign Permit Applicant: I�Yl4 � Assessors N �J �CJ Doing Business As: / t � ri�c� Iy�L Telephone No. J�Z3-�7g.-OS�o.�( Sign Location � Street/Road:_ � (h'l i e'VIA co,, �6ywx x S A� O aG o\ Zoning Distri LA Old Kings Highway? Yes/�Hyannis Historic District? Yes/10 Property Own Name: ,Ac, JtUc l\ Telephone: Address: �fo Sech, Cvz4 1$a 5�� Wry Village: Be.<nS\4C Ce,nke rink4 N�Oaf 'I�Y�nri•� M14 OaGok Sign Contractor Name: Telephone: MailingAddress: } 4 Cy� � 7 s a, ..,. ry ��-. Description . �, W' a Please follow the cover directions.You must have an accurate rendition of sign with dimensions andTj location. :- a 0- Is the si to be electrified? Yes (Note:Ifyes;a wiiingpernvtisrequired) Width of building face O ft x 10= x.10 e y� ; E Check one Reface existing sign or New Total Sq.Ft of proposed sign(s) V Ifyou have addrdonal signs please attach a sheet hi&g each one with dimensions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I am the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town of Barnstable Zoning Ordinance. Signature of Owner/Authorized Agent: Date-Ljj-j I- SIGNS/SIGNREQU revised12110 ra . , V*vy a ' 0 DTI m �� — v ," E C to ! .;Awr���� mar m N C A•S �^'y� YNiz, ekC a 1t 4. a s , k r f r U-2 I� 8 • r - 1 O � I ICI • I MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane•Centerville,Massachusetts 02632-1979•(508)771-7601•Fax(508)771-7163 mcudilo@comcast.net February 28,2017 Mr. Knapp T&J Motor Works Inc. 64 Plant Rd. Hyannis,MA 02601 RE: Proposed Foundation Modifications 64 Plant Rd.,Hyannis,MA PROFESSIONAL SERVICES Site Review w/client;Review plans,re:foundation/framing requirements; Structural drawing,sk-1,2 for stamped submittal to Town; Total Time = 2.5 hours TOTAL DUE=$400 � ) Thank you in advance. �= C "= /2017-40 77 NJ rn 0��A OL : Ulf 1071 �• GI?t L) �u=r Of MAS$ INA FRI g�iSt�P � r (,���w/t?P=k 'C-�`� brc'�1E.. '{'�=�C'►�+S��`� M1�4.�`� �E M�R.S�h�y.)Z.►/�t'�#��I�,�ilo:� FOUNDATION MODIFICATIONS MGHELE CUDILO, rP.E Consuitin S ructural En" Sneer T&J 11�OTOR WORKS INC. Centerville.,Massachusestts a2�2—,979 �� -7s0� Drown By: M_C Date 02/28j17 64 PLANT RD, �, D r aw1l�g HYANNIS sC'ie 2= Rev. o Be:Nome:KNAPP. : Project No.201?=40 �K 2 EXISTING:BUILDING 55 �•'"••... r 77 .f ..'�To.?,. ALIGN NEW SLAB i 'STEM• WITH EXISTING_ 3 i (2 24'#4 Q 24°O.C;:: �. `WALL .' i FOXY 1NT0 EXISTING F UNDATION C I REMOVE EXISTING ! DOWNSPOUT: 77 4"CONCRETE SLAB W!6 x 6 x W1.4 WWF. CD p:•. 1"FROM FROM TOP OF SLAB.ON 2"COMPACTED E rri I SAND,6 MIL.POLY VAPOR BARRIER,AND 6"OF. 1 CRUSHEO STONE. 16 I ! ABANDONED . CONCRETE[ `' (2)24°#4 EXPDXY SEPTIC i DISTRIBUTION - ��Lt3Nt#tt�� NTO DISTRIBUTION BOX ( a 40-0�� $OX (2)24"#f4 EXPDXIf �.� �,l�t I i I ! INTO EXISTING • �,► CONCRETE BOX: 1'•0" ' �l6 s'� v 1„ 3„ "AIdCMOR BOLT{TYP.) -0"L___3'•10° �rtit �t����� NO. REVISION _DATE I JTI�VG CfDITlaS FOUNDATION.. ..PLAN CUENT T&j MOTOR.WORKS'INC. 64 Ptti Road HY��«ug$t]s MA 02601 •<' TITLE: F4UNDAT{ON PLAN ': DATE NOVEMIBER-1B 2017 . 11ICCft tEC.A J61E iSON A.T.A . ARCH TTECTfFRE& NTER ORS' . _ - I93 Hotw�on hime ,. 63 *<euren7ie,MA.02632` 508 775--4264 m3yatch'?vroittcutt oei'. Vi:NE�tt_�6A5}�CE�SAA�TF�,F�NIS:. TYPICAL WALL SECTION @ 2nd FLOOR tl2'GYPSUM BLUE BOARD w/�' JAMESHAADIE 'HARDIEPLANK LAP llr GYPSUM VENEER PLASTER SMOOTH SIDING!PREPRIMED SAW �> 4MIM SMOOTH FINISH: FOR 4"EXPOSURE BLIND NA14ED wt 1�,� 2"x 6^H 18"O.C.w/R-21 FIBER- - STAINLESS STEEL Sd HAILS @'i0'O.Cy GLASS BATT INSULATION OR 8.1P2"OPEN CELL FOAM R42, 1/Y'CDX PLYWOOD 518M ANCHOR BOLTS C 2'4`O.C. ---- SHEATHING SENJAM/N (UBI;D WITH 5IMPSON$TRONQ TIE OSDYKE'SUCKER PLUS 1 HOLD QOWN ANCHOR PLATES TYvEK RAIN SCREEN HOUSEMAP NHDiWl(3)BOLTS.(SEE FLOOR. ' FRAMING PLAN FOR LOCATIONS). AZEK PVC x.8"UNIVERSAL 4"6LAB ON GRADE 4 U6 W1.40VI A. `" " " " ` SKIRT BOARD. ALIGN w/EXISTINti SLAB. ---- "FIBERBOARD EXPANSION JOINT (2)2"x 8"PRESSURE TREATED SILL - *^^^' ,r 0'-r TOP OF GROUT W HENRY#HE826.SES PLATES:w/GKACt:VYCOR.PLUS'.@ 0'Ar FIN;FLOOR CONCRETE SEALANT ON TOP OF J.OtNT,. OUT SIDE:FACE OF SILL PLATES. FOOTING GALV.METAL DRIP EDGE (2)tF4 CONTINUOUS®TOP AND - ,� . a*GRADE BOTTOM «--- 8 MIL VAPOR BARRIER. 10"WDQD BASE MOULDING w/QUARTER (2)LAYERS OF 2"XPF RIOGID FOAM ,--- — " ( � ROUND SHOE BASE MOULDING,TRIM INSULATION BOARD wiSTAOOARED: AND BLOCKING JOINTS 8�TAPED SEAMS.R-VALUE 12 I_i I I AS NECESSARY TO COVER EXPOSED 1 -- �) CONCRETE FOUNDATION: COMPACTED;'CRU9HE0 STONE. a 1 COMPACTED SOIL.. #5 oOWEL @ 2'. O.c; 8"CONCRETE WAIL(SEE """ `•, e" ii 1JJ FOUNDATION PLAN). (3}#5 CONTINUOUS. FOUNDATION FOOTING 4'-0'MIN;9ELOW _ p GRADE, CONTINUOUS FOOTING 3=PSI, " *� (sEE t ouNDAT10N PLAN) I --I !!! NOTE: FOOTING I.NSTAL.LED coMPACTED sDtL: PRIOR TO ARCHITECT INVOLVEMENT. ALL NOTES L! !1? PERTAINING TO FOOTING ARE A,S PER OI�NDAtION . INSTALLER. TYPI CAL WALL:SECTION O FOUNDATION 3/$"c; 11;,ott vis N v 18 .40 N i 0 J. lop 0 co l .:TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 0?61-I Parcel 07 00e Application # � '- Jr— Health Division Date Issued -) Conservation Division Application Fee Planning Dept. Permit Fee . A 1. OD Date Definitive Plan Approved by Planning Board Em#a: _ S F,0T- Historic - OKH _ Preservation / Hyannis ° y r, (,ry Project Street Address G(4 ��N` �• Village OwnerT%OS Address � �a Telephone 51nK " Os-(�L Permit fix-nt o,n Svy k Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation ko�Z Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units). Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other s Basement Finished Area (sq.ft.) Basement Unfinished Area Number of Baths: Full: existing new Half: existing new, Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Roo Count'? 1W rsn Heat Type and Fuel: ❑ Gas ❑Oil ❑ Electric ❑ Other c Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑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 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name ��� 1'y� Telephone Number �S Address P�N � � Z. �" License # Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE hV' DATE , �PZS��_` " j j,- l FOR OFFICIAL USE ONLY w � APPLICATION# DATE'ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONf-D FRAME €; INSULATION F FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT - v ASSOCIATION PLAN NO. The Commonwealth of Massachusetts Department of Industif ial Accidents A . Office of Investigations 600 Washington.Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers' Applicant Information Please Print Legibly Name (Business/O_ganization/IndMdual): Address: N 50 `x1P�� y �` City/State/Zip: N ' k* Phone k 50% OQN ()S3 Are you an employer? Check the appropriate box: Type of project(required): 1.�I am a employer with_� 4. Q 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 pai leer- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have g. Demolition working for me in any capacity. employe din es and have workers' . addition [No workers' comp.insurance comp,insurance.$ 9. ❑Builg 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 11.❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑Roof repairs insurance required.]t c..152, §1(4),and we have no employees. [No workers' 13. Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homdowngrs 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: k S 506 gA W�;u1 uy It Policy#or Self-ins.Lic.#: G 6405 w qj I I ZO Expiration Date; Job Site Address: City/State/Zip: 7 a,n tnt UZ�01 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 insurance coverage verification. . I do hereby certi r the pains and penaltie's of perjury that the information provided above is true and correct. signafore: Date: ��• � Phone#: Official use only..Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Author.ity.(circle one): 1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector `6.Other Contact Person: Phone#: r. W Town of Barnstable Regulatory Services Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA'02601 www.town.barnstable mans Office: 508-862-403 8. Fax: 508-790-623 0 Property Owner Must Complete and Sign This Section If Using A Builder f as Owner of the subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit , (Address of Job) t. **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. t ignatute of Owner Signature pplicant Print Name Print Naine 12. Date Q:FOR4S:OWNM2ERMISSIONPOOLS z I Client#:38860 2EXCELBU ACORDT. CERTIFICATE OF LIABILITY INSURANCE DATD/YYYY) 3i29/20si2o1 s THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT NAME: Dowling&O'Neil Insurance Ag PHONE 508 775-1620 FAx A/C No Eat: A/C No:5087781218 973 lyannough Rd,PO Box 1990 EMAIL ADDRESS: Hyannis,MA 02601 INSURER(S)AFFORDING COVERAGE NAIC t 508 775-1620 INSURER A:National Grange Mutual Insuranc INSURED INSURER a:Associated Employers Insurance Excel Building Systems Company,Inc INSURER C:Safety Indemnity PO Box 436 INSURER D Forestda!le,MA 02644 INSURER E: i INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REOUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. VTR TYPE OF INSURANCE NSR WVD POLICY NUMBER MMIIDDDNYYF MM/DDNYYY LIMITS A GENERAL IJABILrtv MP02774T 2/22/2016 02122/2017 EACHGOCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISESOEaEoNccT.E,nce s500 000 CLAIMS-MADE [y OCCUR MED EXP(Any one person) S10,000 PERSONAL&ADV INJURY $1 00O 000 GENERAL AGGREGATE $2 000,00.0 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $2,000,000 POLICY PE O-- LOC $ C AUTOMOBILE LIABILITY 6231596 2/09/2015 12/09/201 EDaoc tlen SINGLE LIMIT 1,000,000 ANY AUTO BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS IX HIRED AUTOS )( NON-OWNED PROPERTY nlDAMAGE $ AUTOS $ UMBRELLA LIAR HOCCUR _ EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED I I RETENTION$ S B WORKERS COMPENSATION WCC50050098182016A 3M5/2016 03/05/2017 X WC STATU- ETH- AND EMPLOYERS'LIABILITY ANY PROPRIETORIPARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT $500 OOO OFFICER/MEMBER EXCLUDED? - N N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEEI$500 OOO If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500 OOO DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD AQ11 a77011RA 1 a77o9 r Rn I e Consumer Affairs &Business Regulation License or registration valid for individul use only 'Office of Consumer Affairs d Business Regulation g Y ISE 'fiOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: registration: 182094 Type: Office of Consumer Affairs and Business Regulation xpiration:r 5/26/2017 Corporation 10 Park Plaza-Suite 5170 Boston,MA 02116 EXCEL BUILDING SYSTEMS COMPANY INC. RENATO DA SILVAN I - 8 JAN SEBASTIAN DR.STE25'.' SANDWICH,MA 02563 Undersecretary Not valid w out signature Massachusetts-Department of Public Safety Board of Building Regulations and Standards ' �iriui uiii07 aiiire�vinirT - - - License: CS-0988.49 RENATO F DA SUS` A 8 Jan Sebastian DAve ~� Sandwich MA 02363 1$[ , ]) Jay� .,r�+�,• Expiration Commissioner 06/20/2017 i i f r NOTES �,ti"goo 1. DATUM IS NAVDee 2. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. - 9' 3. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING a, y DIGSAFE (1-888-344-7233) AND VERIFYING THE —— —— ——————•-49——— 3S a Pcti�e Locus LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. n I o m c 4. EXISTING BUILDING IS CONNECTED TO TOWN SEWER. I 6.2' Rout 28 0 o U ZONING SUMMARY i i 56_ �Q ^� / z ZONING DISTRICT: B DISTRICT I EXISTING Go'• I MIN. LOT SIZE - I / BUILDING / N MIN. LOT FRONTAGE 20' I / LOCUS MAP MIN. FRONT SETBACK 20' N I SCALE 1"=2000't MIN. SIDE SETBACK - I MIN. REAR SETBACK - i ^{ MAX. BUILDING HEIGHT 30' I ASSESSORS MAP 294 PARCEL 76-2 I SITE IS LOCATED WITHIN THE ADULT USE -� 6• ' OVERLAY DISTRICT I P OPOSE y SITE IS LOCATED WITHIN THE GROUNDWATER I DDITION PROTECTION OVERLAY DISTRICT I (AS ILT F FOU ION) LOT IMPERVIOUS COVERAGE . J c•o. I EXISTING = 85% PROPOSED = 85% I / EXIST ING I SITE PLAN OF LAND NATURAL STATE I I IN EXISTING = 0% PROPOSED = 0% I y or. I (PREVIOUSLY DEVELOPED SITE) L_ HYANNIS, MA Z1•,� _ #64 PLANT ROAD . 7' PREPARED FOR - - J s 55 TOM- KNAPP BUILDING � T. N ———— tH OF Mgps9C (H OF M4s0 SCALE: 1' = 20' DATE: JAN.. 12, 2017 -- -S_S IS' S S—ST—� S g s DANIELA. y�T for DANIEL y�s� JAN 17 2017 pj,A OAJJ OIVILI N off 508-362-4541 � CIUIL u OJAIA I fax 508-362-9880 a No.485030 �� q No'40080P N downcope.com p'�F FGr57'ER G��� '. ��FESS7pP TOWN OF BARNSTABLE SrouA�tia gNos�a��� down Cdpe efgineering,toe. civil engineers Scale:1"=20' _ land surveyors. 939 Main Street ( Rte 6A) YARM0U77/PORT MA 02675 DCE #>7-003 0 10 20 30 40 50 FEET DATE DANIEL A. OJALA, P.L.S. 03-348�ALL SEASONS LAUNORY.dwg YOU WISH TO OPEN A BUSINESS? For Your information: Business certificates (cost$40,00 for,4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which YOU must do by M.G.L. - it doers not give you permission to operate.) You must first obtain the necessary signatures on this fora at: 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1 st FI., 367 Main St., Hytrnnis, NIA 02601 (Town Hall) and get the Business Certificate that is required by law. r DATE: ,5' ,) Fill in please: ? APPLICANT'S YOUR NAME/S: �vix -BUSINESS YOUR HOME ADDRESS: An, c" � -)x- �i�2i 778S(o'2 t 1rr' t. v crk { TELEPHONE #. Home Telephone Number 91)4-1 -o l NAME OF CORPORATION: _ ra NAME OF NEW BUSINESS TYPE OF BUSINESS IS THIS A HOME OCCUPATION? YES /, ADDRESS OF BUSINESS ( �oZlcp MAP/PARCEL NUMBER��L� V� 6c) (Assessing): When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St - (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COM SION R'S OFFICE This individua ha b n inf f ny p rmi requirements that pertain to this type of business. 0 Auth rized S� tur COMMENTS: ' 3a 2. BOARD OF HEALTH c� This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature** rA COMMENTS: w 1� 3. CONSUMER AFFAIRS (LICENSING AUTHORITY) - This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Assessor's map and lot number. .... ... c%THETo 1 SEPTIC SY-STEM AAu `Sewn Permit number .... �S_ r7 " �s�ALLED fir, / 2 Basa IT84 TIT sT�►nLE House number. ............ ... ...,...:C7. ........................................ p�j,��yy�g �9 y� �. ' �i TO T TOWN 'OF PARNSTABLE BUILDING : INSPECTOR APPLICATION FOR PERMIT TO ` ............................ % • TYPEOF CONSTRUCTION .. /.. .........:................................................................................................. .................. r TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: f ` i Location .. / �....�.........� ....... L� .... �i ..................................................................................... /r (C I svt�� �0, /� /�G� ?L h Proposed Use ... :.........L':,,r.............G.1�.....11..�...�.:�..................��...............(5................................................................... ZoningDistrict .......... .................................:..........................Fire District .. .. ... . .. ... ... �................................................... Name of Owner . /. .... �<�i f'1�� .,........� J. ..1'� f f�i`?O j�j'(,✓! G/ ......................Address ....... . . .......... C�' Name of BuilderC �s? lrt%. �4llL'. G� ..........Address Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ....115el.2dP... ...........:..............i.Foundation ......................"!;, let e�..............................:.......... /l� / Exterior ../.......�J.G�.�.�/..........................................................Roofing .......A........ ... ...................................................... FloorsC /d:.l ............................................Interior .. .. .......... . ............................................................... / . ..- �. ........................ Heating :. .. .1�-�-.................................................................Plumbing .......��?Y.. .............. - Fireplace .....................Approximate. Cost .... /'a, e.dp................................... Definitive Plan Approved by Planning Board ________________________________19 . Area .. 1/11 G. ..Q....Sf O Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH I '4S OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name �� `'...�-�..................... ��� Construction Supervisor's License 3 . ' BENNETT, EDWIN • No ?7.816 . Permit for COMMERCIAL BLDG.7 ' Location of 9 64. ...Plant. . . •..Road. . ....... Y .. ...........,......... .. .. .... .. ... .. .... .. ......................11Ydhnis...................:......:............ _ Edwin Bennett t Owner Type of Construction ......Frame,,,,,,,,,,,,,,,,,,,,,,, �.. ' r f Plot ....................... Lot ........ ................ � .. Permit; Granted ApKi.1.._29;. 19 85 :....... Date of Inspection ........................... .....19 'Date Completed pp5 y i - NUMBER SUFF. STREET NAME MAP PARCEL CARD NO. TOWN CLASS ROUTING NO.1 PR OR 110 010 109 101 113 1 LOC. ---- 'i i Record of Ownership & Mailing Address: Memorandum '901 902 ' 903 904 ACRES ST.CLASS Co. ILIVING UNITSI I FIRE DIST. ZONING MULTI NC NEIGHBORHOOD 102 103 108 I104 r 1 r 1 i105 -- --- --- ---1- 299 DELETE 300330 LAND DATA&COMPUTATIONS SALES DATA 300 0 NONE ACTUAL EFFECTIVE EFFECTIVE ACTUAL UNIT PRICE DEPTH EFFECTIVE INFLUENCE FACTOR LAND VALUE MO YR TYPE AMOUNT SOURCE VALID 0 N -- FRONTAGE FRONTAGE DEPTH _FACTOR__ _ UNIT PRICE 301 LOT L -- — —•-- —-- -. --- — -—I-- -- -- — -- r — _ -- 200 y 1 REGULAR LOT L _ _ _a- _ .- .- _ -. - -_-1- - -- 201 2MINU5 LOT Ir 1 -- - - - - -r---r--- - - -, 3 APARTMENT SITE L _ _ -a_- -_._- __.-- --1--_ - - -_- L �_--°0 202 4 WATERFRONT r r 304 L TYPE CODES VALIDITY CODES 310 SO.FT. — — -- ------ ---- ----- -- 1 land B valid sale 1 PRIMARY SITE S _1-— ._ __ ___ SQ,FT. ---.—a-- INFLUENCE FACTORS —— L j 2 Land&Building 1 Involved Addn'I Parcels 2 SECONDARY SITE - -- - - - - - 7 Building 3 UNDEVELOPED I S ._i— —1__— — SD.FT. __a.— 1 UNIMPROVED 2 Not open Market SOURCE CODES 3 Changed Attar sale 4 RESIDUAL ° 4 Related Individuals or Core. 3122 EXCESSIVE FRONT _ _ i 5 WATERFRONT 1 Buyer 5 liouidation/Foreclosure .S $Q.FT. ---a--- -- -- 2 Seller 6 F inancin/Land Contract 315 ACREAGE - 3TOPOGRAPHY g A —a.— —ACRES _ —— __—— —— L ;— 3 Agent 7 Included Excessive Pars.Prop, I PRIMARY SITE — -- — 4 SHAPE OR SIZE 4 Other or Other-see Memo 2 SECONDARY SITE A _ ___—.a_ —ACRES -_ —__i.——— 5 ECONOMIC _— --o I0B ENTRANCE CODES INFO CODES 3 UNDEVELOPED MISIMPROVEMENT r 4 MARSHLAND A ———•—_—ACRES _— --I——— 6 RESTRICTIONS— — - -——°° 0 ENTRANCE&SIGNATURE GAINED 5 CURRENT UNOCCUPIED 1 OWNER 5 WATERFRONT NONCONFORMING -�- - -1__-- 1 ENTRANCE GAINED 6 EST.FOR MISC.REASONS —ACRES A -- — — — — 7 CORNER/ALLEY 1+I —— --�° 9 DESIGNATED —_ — _a——— 2 NOT APPLICABLE,UNIMPPARCEL A ACRES ISEE MEMO) 2 TENANT FOREST LAND/ — — "—�--—— 8 VIEW(�') —— r --°° 3 ENTRANCE 81NFO REFUSED 7 OCCUPANT NOT AT HOME 320 OPEN SPACE A , 4 ENTRANCE REFUSED,INFO AT DOOR 3 OTHER 325 0 TOTAL A — _—_•—— ACRES SUMMARY OF VALUES _ — SIGNATURE BY OWNER OR AGENT BELOW INDICATES DATA ON THIS FORM WAS GROSS TOTAL VALUE LAND COLLECTED IN YOUR PRESENCE,IT DOES NOT MEAN THAT YOU HAVE VERIFIED I IRREGULAR LOT G —I---I--- 330 2 SITE VALUE TOTAL VALUE BUILDINGS THE INFORMATION HEREON. 3 RESIDUAL 4 HOMESITE 9 MINUS R.O.W. TOTAL VALUE LAND 6 SLOGS. 400 PROPERTY FACTORS 405 LOCATION 410 PARKING AVAILABILITY TOPOGRAPHY UTILITIES STREET OR ROAD CENTRAL BUS DIST 1 TYPE_ QUANTITY— PROXIMITY INSPECTION WITNESSED BY: LEVEL I ALL PUBLIC 1 PAVED I PERM CEN BUS GIST 2 0 NONE 0 NONE 0 FAR PROCESSING DATA 1 OFF STREET 1 MINIMUM 1 NEAR ABOVE STREET r, 2 PUBLIC WATER 2 SEMIIMPROVED 2 BUSINESS CLUSTER 3 2 ON STREET 2 ADEQUATE 2 ADJACENT 3 ON&OFF STREET 3 ABUNDANT 3 ON SITE DEL ADO CHG F/D MO DAY YR BELOW S16REET 3 PIFBLIC SEWER 3 UNPAVED 3 MAJOR STRIP 4 4 PARKING DECK ROLLING f 4 CAS 4 PROPOSED 4 SECONDARY STRIP 5 BUILDING PERMIT RECORD _ t 2 3 4 -- STEEP 5 WELL 5 CURB&GUTTER 5 NEIGH or SPOT 6 DATE NUMBER PRICE PURPOSE 1 2 3 4 — LOW 6 SEPTIC 6 SIDEWALK' 6 COMM/IND PARK 7 1 2 3 4 .� SWAMPY 7 NONE 7 ALLEY 7 INDUSTRIAL SITE 8 1 2 3 4 1 2 3 114 MARSHY 8 NONE 8 BARNSTABLE,MASSACHUSETTS HEATING III COOLING S _ f i MAIN BLDG.COMPUTATIONS 5O0 OTHER VACANT ; ( `' # FLR FLR FIN SCH RATE 818 SYSTEM B19 HEATING TYPE 820 COOLING TYPE HGT TYPE NO 1 PRINCIPAL BLDG.DESC. - � _ ! ;_MT — I = 1126 801 HAP A.TYPE —� —— FIRST --— —— —— —— ———•—— APARTMENTS — HOTEL — MOTEL — UPPER — -- — _ 827 lit NO,UNITS AVG.UNIT SIZE 1 NONE 1 NONE 1 NONE 803 - r1 804 2 UNIT HTRS I FHA 2 PKG UNITS ' I 828 —— ———— 3 CENTRAL HTG 3 GHA 3 EVAP — { 829 AGE 0 CENT HTG&AC 4 FLR L FUR 4 REFRIG _ 5 E EC BA C 5 HEAT PUMP � � � � � 1 —— — L ! LG 3 _ ERECTED EXTENDED REMODELED 6 STEAMP40T WTR - - _ 1 830 C, 7 HEAT PUMP . - 805 806 1 031 PHYSICAL CONDITION _� FUNCTIONAL UTILITY t¢ —— —— —— —— ——— —— FOUNDATION 1 ii t 834 SUBTOTAL I VPE h1niE RIAI 821 1 2 3. 4 922 1 2 3 4 , ! —— —— ——— — ,00 AVG POOR L'NSOUNG GOOD AVG POOR ABANDONED Liu 2 1 1 3 4 5 REVIEWED1835 LF SO FT X % //��/ LISTED - I I P, CVI`11.. co BRK STN FR BASEMENT 823 BY GATE 024 BV DATE ; t(((� 836 AOJ BASE RATE ———•—— ..i ADDITIONS - -*" - - I 809 ! / 1 3 a 5 6 - ;-r,� - -1 837 INTERIOR FIN [ ]_——•—— TS?'e CRAWL 1/4 I!1 3/a FULL l— I`II 838 LIGHTING NO TYPE SIZE ' X RATE - AMOUNT — —— 810 EXTERIOR WALLS L AND PT.— — 1 e 839 HEATING/AIR CONO [ — 1 01 WOOD FRAME 09 REINFORCED CONC. 858 I — — � � S_�-tC. � 840 -_ —•-- ---- 1 07 PRfCB TO METAL 859 2 f - V i TOTAL F&OF M 843 O7. BR/FR 11 ENA ELED STEEL � i I -- 04 BRIMS 17 GLASS 860 3 OS 8"CB 17 STONE 844 SUB TOTAL RATE 06 17"CB 14 STUCCO/FRAME 861 4 -- 845 X BASE AREA 07 TILE 15 STUCCO/MS 862 5 ' • {s ---I--- 1 PRECAST NC 1 OPEN — � 4G SUB TOTAL OB S CO 6 E — , 9 8 O AL FRAMING 863 6 I .. — --- 47 ADDITIONS — 8 O S I-) 2 3 q 4 1 I 811 WD1FR F R 2 E5. R. CONC.STL/REIN,CONC TOTAL ADDITIONS (' 866 ——1——— I&E FORM LEFT RET f.EF EST -- — - 812 ROOF ADDITION TYPE CODES ME OF TYPE CODES MECHANICAL FEATURES&OTHER FEATURES848 SUB TOTAL TYPE STRUC. COVER MAT. 01 CANOPY 01 FI�86 FIXTURE. IMPR ODE 849 GRADE C. L 7 — X % 02 DUCK 02 STORE FRONT TYPE IMPR 850 REPLACEMENT COST QUANTITY/SIZE RATE REPL COST (I�'FLAT WD FR I BU COMP S.P 6SIL/.JOIST 2 COMP SH,. 03 CPY/DOCK 03 SPRINKLER 967 ( 3 D.P. 3 STEEL TRUSS 3 SLATE G4 OFP 04 M(ZZANINE -- 4 HIP 4 WD TRUSS 4 METAL 05 OMP O5 PAH'!TIONS Q -•� i' 851 PHYSICAL DEPR. 5 ARCH T. 5 CONC. 5 TILE 06 FR ADDTN FIN 06 F!!OORING 116 6 SAW 6 COPPER 07 FR ADDTN OF 07 OUORS ) 053 OBSOLESCENCE 7 MONITOR 1 WOOD O8 MAS ADDTN-FIN 08 EI�'C FIN 1169 A /Q,�/ I_1 • —1——— —— °� 8 MANSARD U —— _/ C — — — 9 GAMBREL / 09 MAS ADDTN UNF 09 FNC-UNFIN 870 O_I 8S4 NONE FUNC ECO F&E FLOORING 10 WOOD DECK 10 CRANE —— —— —V ——— _— ———I——— 11PENTHOUSE 11 PASS ELEVATOR 813 STRUCTURE 814 COVERING MATERIAL 12 SHED 11 FREIGHT ELEVATOR 871 • 855 NET BLDG.VALUE — 13 GARAGE 13 E$"CALATOR 1 X BSMT • 856 NO.SIMILAR BLOCS. ——— 2 99 MISCELLANEOUS 99 MISCELLANEOUS OF 872 -- —— ——_ ——— _— ———I——— FIRST TOTAL 857 TOT.NET BLDG.VALUE ' UPPER — � — OB&YCODES OTHER BUILDINGS&YARD s73 MF&Of "- --1- -- --I---I--- ITEM DEPRECIATION 1 WOOL) t EARTH 6 CARPET TYPE CONST SIZE AREA GRADE RATE YEAR COND REPL PHYS 8SOL VALUE NO 7 WD DKG/ 2 CONCRETE 7 TERRAZZO O1 GARAGE 14 CONC PAVING 82 WD FENCE 1 712 FMO 713 714 716 STLJST 3 WOOD 8 CERAMIC TILE 02 CARPORT 15 SHOP - 83 LIGHTING -- --I—1---- 3 CONC/STLJST 4 ASPHALT 9 MARBLE 03 PATIO 16 OFP { 84 CANOPY 2 722 FMO 723 724 726 4 CONCRETE 5 VINYL 04 SHED 17 OMP 85 R-R.SIDING — -- --�—I--- —'- 05 POOL 18 11 FRAME 86 DOCK 3 732 F M O 733 734 736 INTERIOR FINISH 08 MOBILE HM 19 t+MAS 87 TANK 815 WALLS 816 CEILING 07 BATHHOUSE 38 IMP SHED 88 TANK ELEV 4 742 FMO 743 744 746 08 SHELTER 70 CABIN 89 TANK-UNG BSM7 5 752 FMO 753 754 756 -- — — 09 STABLE 71 RES G'HSE 90 TANK-PROP FIRST -- — — -- --1-1--- — —_ -- -- — -- -- 10 SUMMER KIT 72 COMM G'HSE 91 SCALE UPPER -- -- 11 CELLAR 75 TENNIS COURT 92 RET WALL B 762 FMO 763 764 766 12 WELL HOUSE 80 BT"/C PAVING 93 TOWER 7 772 FMO 773 774 776 Ol UNFIN OS WOOD PANEL 09 TILE 13 B.T.PAVING 81 W/W FENCE 95 — _-_ —1-1--- — _— -- -- — -- -- 07 PAINT 06 METAL 10 ACCOUS.TILE 00 MISC BLOGS a 782 F M O 783 784 786 03 DRYWALL 07 MARBLE I1$l1SP"ACCOUS. -' — — -- 1--- — --- -- — — 04 PLASTER 08 FIBRE BOARD .12 GLASS 800 TRUE VALUE ALL IMPROVEMENTS TOTAL OB&V Assessor's map and lot number ?��?......./� F THE t tjewag& Permit number ...................................... ..........:_.._._.__.- d e / � Z BAHBSTADLE, i / House number ............... rnea y.......( .�T....................................... s Gp i639. L/ o mar TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO ��c.�!.?...�.'��`�'�C�����✓ ��... ............................� ....................................................... TYPEOF CONSTRUCTION ......... 1 .............................................................................................................. .......... .................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: �� �� �� i ............................. ............................. .r............'...........................................................................................Location ..4_.-... ... � ProposedUse ...Z.... .41.�..................................................................... � c Zoning District .......... . ...............................f..::`..± t..........:`::}..FiredD&strict ................................................... Name of Owner 4�j�C��,r.!2''... .{ice Pr%. Address .........?a,` ... �. P. �2„f`''.. ��',f� I',ve r4r., Name of Builder% rS�( f.t.::/? .� /i'1.i�✓ r/'7r ...........Address Nameof Architect ..................................................................Address .................................................................................... Number of Rooms ...�- tom, . �� ............................Foundation �!/�� �. .. .. ........................................... Exterior .. ��: `< .........................................................Roofing /.:,� R g ............ ...............,...................................................... ( f'1 C/V .......:...................................Interior . .-.:? �r✓� Floors .........:..........................�: ....:................................................................... Heating :.. . ?..t�................................................................Plumbing ...... . .�Y r` '/,1;.�I" r �. ........... e ...................................... Fireplace ..................................................................................Approximate. Cost ... � �.f.`rf.�..................................... Definitive Plan Approved by Planning Board ________________________________19--------. Area ... ...?a�...... Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH i i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name .... ...... ...�'�............................. Construction Supervisor's License BENNETT, EDWIN A=294 6-7 4.007- No ... Permit for ....CJQNMEZCIAL...B-L G. Meta:j........................................... .. Z94- A=2947 0 , OOZ '7 00 '�C_JAL..B-L G ................ . Location .....Lot...9.........654-Plan ..R0 'a... .......................ay.aim i s..................... ..... .......... Owner .............Edwin...Benne-tt.... ............. Type of Construction .......Frame...................... ................................................................................ Plot ............................ Lot ................................ Permit Granted ......?�Px l 2 9.............19 85 Date of Inspection ....................................19 Date Completed .......................................19 2 N � J z3± r J t C�,E?T/=A&V ADI. �2EFE,e�,c/CE: 2 /,/EBEBY CEBT/FY TNFiT T,4E 6l//LD/.Vrr S 4C)AVA./ 4C>A.1 7--//5 .o40P" /S LOCFiTEa O.V THE y.eoU,t/a A95 SAVO WA./ 1H O I ARNE sa UJ/7 G'8� e�/79�P7Peri/'79 �� OJAt_A H� A #28348 4/ L q.c/D St/eV6YO.BS ,. ZZ g 8S I ,E'OUTE 6A^-Y�'�.eMOC/Tf-/� MA53, aqT .ems. sUevtt�oe f w ' n /LD G DE' NOV 29 2016 4' EXISTING f' ®WN pFBAR EMPLOYEE ., : . ,. NSTABLE LOUNGE ' �'7" $'6• I � I EXISTING BUILDING ' 0 EXISTING EXIST_ ING BUILDING B i i BUILDING UPI NEW DOOR _ II &FRAME II -8" -011 II "III II REVERSE EXISTING V-1" �EMOVE DOOR SWING. 8'-1" 8'-0" 8'-0" EXISTING ' DOOR. —OVER FRAME EXISTING WALL w/ t VER FRAME EXISTING WALL w/ REMOVE 2'METAL HAT CHANNELS& 2'METAL HAT CHANNELS& EXISTING t„ 11111I� GYPSUM WALL BOARD.- 2 z GYPSUM WALL BOARD. 1 � GUTTER. � 2 A-2 A- `��C9Sj�pg riM 'Sy i 16'-0" 011 61 011 2 Q, ado F A� WAITING ROOM 2 STORAGE ROOM 2 0 No_ 9 3' 4" 14'-8"x 16-5" v,.- 31�11 3- 14'4'x 15'-5" MAC,gp� (E= L2 4'-7" i 4'-7" 4'-6" C2 , 1_ " s ^ . NO. REVISION DATE H - L , O , s T&J MOTORWORKSINC.W IN -311 �211 31 111 T-10211 T-10211 64 Hyannis nnA ozsol 1'-61, ---15'-9" 15'-9,1 SCALE: I/4"= _ . TITLE: 1st&2nd FLOOR PLANS OF PROPOSED ADDITON 4 DATE:NOVEMBER 18,2016 L 1 1�. FLOOR PLAN MICHAEL A.31MERSON A.LA. t, ARCHITECTURE&INTERIORS 1.93 Horseshoe Lane 1st FLOOR PLAN Centerville,MA.02632 ° 5087754264 ' Sq< majarch@comcast.net f a 1-1/2"HT.ANODIZED.040 GAGE ALUMINUM METAL COPING WITH CONTINUOUS CLEAT. 21'-0"TOP OF PARAPET Jamesiiardie HARDIEPLANK LAP r' " •. SMOOTH SIDING 5-1/4"FOR 4" y -- — EXPOSURE BLIND NAILED , ST AINLESS STEEL 6d NAILS @ 16"O.C. $ 17'-9-3/8"BOTTOM OF, CROSS TIE. STEP 71 AZEK P FLASHING CORNER , x 4" ` 16'-5-3/8"TOP 2nd FL. PLATE BOARDS(TYPICAL). 16-9-3/8" 2nd FL. HEADER` 6-10-3/4" O FINISHED CEILING HEIGH STORAGE ROOM „ 8` 9_ _ , n 5 � n 3 1111 " 7-4"TOP OF PLATE � E r C 4_ i 6 8"HEADER HT.` A G a 0 F 'P d+ i 17, $1 s 0 - O FINISHED =i &AR S S ,�81g = CEILING �3o . Pit ggLE AS S A ti' HEI HT � ♦� WAITING ROOM -- 0' 8"TOP OF CONC. FOOTING 0'-0"TOP OF CONC.SLAB. -4"EXISTING GRADE NO. REVISION DATE T&J MOTOR WORKS INC. � -- -4'-0"BELOW EXISTING GRADE 64 Plant Road Hyannis MA 02601 L I 5CA TITLE: BUILDING CROSS SECTION BUILDING CROSS SECTION/ ELEVATION DATE:"OVEMBER,5,2°,6 MICHAEL A.JIMERSON A.I.A. n ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 r - 5087754264 majarch@comcast.net f ARCHITECTURAL FIBERGLASS COMPOSITE SHINGLE AS MANUFACTURED BY CERTAINTEEDXT25 SHINGLES OR 1-1/2"HT.ANODIZED.040 GAGE EQUAL. ALUMINUM METAL COPING WITH CONTINUOUS CLEAT. x •21'-0"TOP OF PARAPET ` 17'-9-3/8"BOTTOM OF CROSS TIE. 16-5-3/8"TOP 2nd FL:.`PLATE JamesHardie HARDIEPLANK LAP 16-9-3/8" 2nd FL. HEADER SMOOTH SIDING 5-1/4"FOR 4" O EXPOSURE BLIND NAILED STAINLESS STEEL 6d NAILS O @ 16"O.C. O AZEK PVC 1"x 4"CORNER �Nt l U llll BOARDS,(TYPICAL). _ V-9-3/8"FIN.2nd FLOOR. . �a s nz N L. T-8"TOP OF PLATE. �s ; QAI�/y alB1s r . AZEK PVC 1"x 4"TRIM T�� BOARDS WINDOW AND 6'-8"HEADER HT. EXISTING MASS F.• y: DOOR w/2"HISTORIC SILL 2 BUILDING '_ •^ (TYPICAL). O O �� �loF ASS " A A z AZEK PVC 4"x 8"UNIVERSAL SKIRT BOARD(TYPICAL). NO. REVISION DATE !p 0'-8"TOP OF CONC. FOOTING 1 —f� 0'4"TOP OF CONC.SLAB. -4"EXISTING GRADE CLIENT: - T&J MOTOR WORKS INC. .. : _ . . 64 Plant Road Hyannis MA 02601 SCALE: E FRONT ELEVATION SIDE- ELEVATION TITLE: BUILDING ELEVATIONS FRONT AND SIDE r DATE:NOVEMBER 18,2017 ' MICHAEL A.JIMERSON A-I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net ' ARCHITECTURAL FIBERGLASS COMPOSITE SHINGLE AS MANUFACTURED BY / CERTAINTEEDXT25 SHINGLES OR EQUAL. ! GRACE ICE&WATER SHIELD'.OVER ' ASTM 4869 ASPHALT SATURATED FELT UNDERLAYMENT(30 LB.FELT)ENTIRE RAI CLOSED CELL FOAM __ ROOF. INSULATION FOR A COLD ROOF - INSTALLATION. _ 5/" T.&G.WOOD STRUCTURAL ROOF RAFTERS&CROSS -- - SHEATHING W/METAL'H'CLIPS@ JOINTS. TIES(SEE ROOF FRAMING - -- - PLAN. 1 METAL DRIP EDGE w/ADDITIONAL %-STRUCTURAL WOOD ------ STRIP ICE&WATER SHIELD PANEL REQ'D.FOR ATTIC �~. ________= PROVIDE HURRICANE ANCHORS @ ENDS FLOOR AT GABLE ENDS. ________= OFF ALL RAFTERS(TYPICAL).NOTE: ROOF RAFTERS&CROSS ________ STRAPS MUST CARRY TIES(SEE ROOF FRAMING =___= 378 LBS.@RAFTER STUD CONNECTION. PLAN. ; 16'-5 13/8" P OF 2nd =_ LOOR PLATE SIh1PSON STRONG-TIE AZEK PVC 1"x 2"ROOF STOP, HURRICANE STRAPS @ 9-3/8"2nd FL.H ER T(6'-8") 5!4"x 8"FASCIA BOARD(RABBETED). ALL RAFTER TO STUD(SEE HEIGH ROOF FRAMING PLANS). 1"x:2"STRAPING 16"O.C.EACH _ JAMESHARDIE'HARDIEPLANK LAP DIRECTION. SMOOTH SIDING'PREPRIMED 5-1/4" 1/2"GYPSUM BLUE BOARD w/Ye"SKIM COAT =__ FOR 4"EXPOSURE BLIND NAILED w/ VENEER PLASTER SMOOTH FINISH. _=- STAINLESS STEEL 6d NAILS @ 16"O.C. 2"x 6"@ 16"O.C.w!FIBERGLASS BATT INSULATION R-VALUE OF 21 OR 5-1/2"OF OPEN CELL INSULATION FOR R-VALUE 22.. 1/2"CDX PLYWOOD SHEATHING BENJAMIN -- OBDYKE'SLICKER PLUS TYVEK RAIN SCREEN HOUSE WRAP. 2nd FLOOR STORE ROOM @ GABLE ROOF WALL SECTION 2"x 6"@ 16"O.C.w/FIBERGLASS BATT INSULATION R-VALUE OF 21 OR 5-1/2"OF OPEN CELL INSULATION JAMESHARDIE 'HARDIEPLANK LAP FOR R-VALUE 22.. SMOOTH SIDING'PREPRIMED 5-1/4" 1/2"GYPSUM BLUE BOARD wl Ye"SKIM COAT FOR 4"EXPOSURE BLIND NAILED w/ VENEER PLASTER SMOOTH FINISH. _ ' STAINLESS STEEL 6d NAILS @ 16"O.C: T.&G.STRUCTURAL WOOD PANEL GLUED AND 1/2"CDX PLYWOOD SHEATHING BENJAMIN NAILED. _ -xv _- OBDYKE'SLICKER PLUS TYVEK RAIN FINISHED FLOORING TO BE DETERMINED. __ SCREEN HOUSE WRAP. WOOD BASE MOULDING TO BE DETERMINED. SIMPSON METAL STRAP TIES LAP STUDS , 16"O.C.FOR UPLIFT OF 290 lbs.w/2 - 8'-9-3/8"FIN.2nd FL. , @ ° 16d COMMON NAILS(END NAILED) 11'/8"-AJS 20 JOISTS SEE 2nd FLOOR FRAMING FLOOR TO FLOOR ACROSS FLOOR PLAN.- FRAMING. T-8"TOP OF FIRST FLOOR PLATE. ) I' 6'-8"WINDOW/DOOR HEADE T. 2"x 6"@ 16"O.C.w/R-21 FIBER-GLASS BATT -_- INSULATION OR 5-1/2"OPEN CELL FOAM R-22. j 1/2"GYPSUM BLUE BOARD w/Y"SKIM COAT = VENEER PLASTER SMOOTH FINISH. r TYPICAL WALL SECTION @ 2nd FLOOR 1/2"GYPSUM BLUE BOARD w/B JAMESHARDIE 'HARDIEPLANK LAP SKIM COAT VENEER PLASTER SMOOTH SIDING'PREPRIMED 5-1/4" SMOOTH FINISH. FOR 4"EXPOSURE BLIND NAILED w/ 2"x 6"@ 16"O.C.w/R-21 FIBER STAINLESS STEEL 6d NAILS @ 16"O.C. GLASS BATT INSULATION OR 5.1/2"OPEN CELL FOAM R-22. 1/2"CDX PLYWOOD 5/8"0 ANCHOR BOLTS @ 2'-4"O.C. SHEATHING BENJAMIN (USED WITH 51MP50N STRONG-TIE OBDYKE'SLICKER PLUS HOLD DOWN ANCHOR PLATES TYVEK RAIN SCREEN HOUSE #HD7 W/(3)BOLTS.(SEE FLOOR _ __ WRAP. ' FRAMING PLAN FOR LOCATIONS). _= 4 AZEK PVC x 8"UNIVERSAL a 4"SLAB ON GRADE w/6x6 W1.4xW1.4.+ SKIRT BOARD. ALIGN w/EXISTING SLAB. - 2 2"x 8"PRESSURE TREATED SILL G FIBERBOARD EXPANSION JOINT O I 0'-8"TOP OF GROUT w!HENRY#HE925 BES _ PLATES w/GRACE'VYCOR PLUS'@ 0'-0"FIN.FLOOR CONCRETE SEALANT ON TOP OF JOINT.. OUT SIDE FACE OF SILL PLATES. Ah FOOTING GALV.METAL DRIP EDGE.. _ (2)#4 CONTINUOUS @ TOP AND 4"GRADE BOTTOM.6 PAIL.VAPOR BARRIER. __ I—III_ 10"WOOD BASE MOULDING w/QUARTER (2)iLAYERS OF 2"XPF RIDGID FOAM III—)I I ROUND SHOE BASE MOULDING.TRIM AND BLOCKING INSULATION BOARD w/STAGGARED (=III—I I —I I(—) AS NECESSARY TO COVER EXPOSED JOINTS&TAPED SEAMS.R-VALUE 12 CONCRETE FOUNDATION_. MIN.6"COMPACTED 4"CRUSHED STONE. I I I( e I—I _ _ '-0" COMPACTED SOIL. 3 , _ _ #5 DOWEL @ V-8"O.C., 8"CONCRETE WALL (SEE —III-I I c 118 FOUNDATION PLAN). I I I—I I I °d e I I I (3)#5 CONTINUOUS. I I-III-I I d =IIi- FOUNDATION FOOTING 4'-0'MIN.BELOW CONTINUOUS FOOTING 3000 PSI. : —)I(_ GRADE. (SEE FOUNDATION PLAN). NOTE: FOOTING INSTALLED COMPACTED SOIL. PRIOR TO ARCHITECT I— I-III—III—III—III III INVOLVEMENT. ALL NOTES III=III=I I-II) I I=) PERTAINING TO FOOTING ARE17 ` AS PER FOUNDATION ' INSTALLER4: _ TYPICAL WALL SECTION @ FOUNDATION 3/8" = 1'4" a -{ N xA-10 z �111111111/// o o;u T .• Ego A Dm M,O ygcf� >0 W a1 �z ti To . CJNLl m m v� 2 �, ' r �ZOm Ro A a �� z <:, '� Di O by Z o CO 1 m O_ 15, 'n 5�rr it z 021 m r ` 4 . F. GENERAL NOTES. /5 En.FACE • a - - f i SIDES ♦ .. - GENERAL.• wain 1. THE INFORMATION ON THIS DRAWING IS STRICTLY LIMITED TO THE DESIGN OF THE NEW STRUCTURE AND REPAIRS TO THE 4 /5 EA FAG£ - EXISRNG STRUCTURE ANY OUESRON ABOUT THE INFORMATION SHOWN ON.THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO - ,5 c1uuEER CORNERS /5 EA FACE THE ATTENTION OF THE DESIGNER BEFORE PROCEEDING WITH THE AFFECTED WORK - 2. ALL WORK SHALL CONFORM TO THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE,BIN EDITION(RESIDENTIAL). J ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD , �® .,x 4. ALL INDICATED DETAILS SHALL BE CONSIDERED TYPICAL FOR SIMILAR CONDITIONS. r - - ` ° ` r, - _ , - • - 5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE.SAFETY OF THE JOB SITE DURING CONSTRUCTION IN CONFORMANCE ! - ^ • ' .WITH FEDERAL AND STATE LAWS. THIS INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING AS REQUIRED BY ON-SITE ' ®, ,�• r1-. OPEN ys s` CONDITIONS OPEN - - A SHEETING OR SHORING OF TRENCHES AND EXCAVATIONS B. TEMPORARY GUYING OR BRACING OF PARTIALLY COMPLETE STRUCTURES .. ,� r^ - • d,. ' C. SECURING PORTIONS OF PARTIALLY COMPLETE STRUCTURES FROM MOVEMENT " ' D.. TEMPORARY SHORING OF FLOORS OR ROOFS - a o '. - E MEASURES TO PREVENT FALLS FROM EDGES OF OR OPENINGS THROUGH FLOORS OR.ROOFS . SLEEVEDl1PENlNG 6. THE.GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR THE COORDINATION OF THE WORK OF ALL TRADES THE MEANS AND s - METHODS OF CONSTRUCTION,'AND THE RELD VERIFICATION OF ELE✓A71ONS AND DIMENSIONS _- a 7 NO STRUCTURAL ELEMENTS SHALL B£PENETRATED,NOTCHED,MODIFIED,OR CUT WITHOUT THE APPROVAL OF THE ,• ,' .` n , DESIGNER FORMED OPENINGS- IN. CONCRETE WALLS :k 4 . STRUCTURAL DESIGN LOADS l.X. SLABS 1. GROUND SNOW LOAD Pg JO PSF TYPICAL'HURRICANE.*ANCHOR _ 2. WIND SPEED - - 110 MPH,EXPOSURE.O ' °a'.,°� J. FLOOR LOADING NO SCALE•• , e. FIRST FLOOR - 40 PSF s .: a -' `" ' • o5a - r > , q SECOND FLOOR 40 PSF a$ • I , s. ATTICS WITHOUT STORAGE- • 10 PSF. - - m d. � • ,. n -•s, • s " 1. '. TYPICAL HOLD-DOWN ANCHOR ` SUPPORT W.W.F. /. ALL CONCRETE SHALL BE NORMAL WEIGHT,MAX/MUM J/4"AGGREGATE,CONTAIN 5%AIR ENTRAINMENT.AND HAVE A M!NlMUM n d ON.CONC. BRICKS NEW CONCRETE SLAB a , COMPRESSNE STRENGTH OF 3000 PSI AT 28 DAYS "" v cs 2. STEEL REINFORCING BARS SHALL CONFORM TO ASTM A615,GRADE 60,' DEFORMED. ALL CONTINUOUS BARS SHALL BE LAPPED. - s. I ' ` "- - d H - - - -. _ W ' 40 DIAMETERS UNLESS NOTED OTHERWISE 0/✓THIS.DRAWING WELDED W7R£FABRIC SHALL CONFORM TO AST M A185. r , ' �,,. ' > h L '"^ - - - 6 M!L POLYETHYLENE J NO ALUMINUM CONDUIT SHALL BE CAST INTO CONCRETE : • i. �!1, • e -" - VAPOR BARRIER , 4. MINIMUM CLEAR CONCRETE COVER OVER REINFORCING STEEL(FROM TES TO FACE OF CONCRUE): FORMED CONCRETE EXPOSED TO EARTH'WEATHER, OR WATER 2' .. , n , CONCRETE PLACED AGAINST EARTH ., J. '. • ni ' -„ : - - TOP SURFACES OF PAWNG SLABS. .. - 1". , ->, � - .: Y .. - ,. . WALL SCI)N 5. NEW CONCRETE SHALL BE CURED USING PLASTIC SHEETS.FREE WATER,OR SPRAY-ON CURING MEMBRANE ON UNFORMED : - L ' ' _ o SEE E 0 ' -� , � FOR UNDER SLAB SURFACES BASEMENT SLABS SHALL RECEIVE SMOOTH TROWEL FINISH.. - ' - - RIGID INSULA77ON 6. PROPER PROCEDURES SHALL BE FOLLOWED PER ACI JOI FOR CONCRETE WORK DONE IN HOT AND COLD WEATHER CONDITIONS. -' s A ` BELOW VAPOR BARRIER �.�:-III-) L-II�-I o- ..; - ,,. _. 'ka - - : • 'COMPACTED GRAVEL*BED SOIL OR.COMPACTED>FILL - x ..WOOD _ • - o - - ,. ; - 'I. ALL.WOOD CONSTRUCTION SHALL BE SECURELY AND CONTINUOUSLY FASTENED TO SUPPORTING ELEMENTS BELOW. WOOD BEARING ON + - 'a 4. ; .CONCRETE OR MASONRY FOUNDATION WALLS SHALL BE ATTACHED WITH ANCHOR BOLTS OR EXPANSION BOLTS TO PREVENT LATERAL - DISPLACEMENT. ALL WOOD POSTS SHALL HAVE METAL CONNECTORS TOP AND BOTTOM.'ALL FLUSH FRAMED JOISTS SHALL BE CONNECTED WITH METAL HANGERS. ALL ROOF RAFTERS.SHALL BE SECURED WITH METAL HURRICANE ANCHORS AT EXTERIOR '" : '- - u - - "'` `'' d Y r-s • ,y^ .. . OVERHANGS i - 2.. WOOD IN CONTACT WITH CONCRETE;OUTDOORS OR IN MOIST CONDITIONS'SHALL BE PRESERVATIVE PRESSURE-TREATED.. WOOD SMOOTH SAWCU7 _ r� , '. -' BULKHEAD OR COLD KEY" „, ., ,. REQUIRED TO BE NON-COMBUSTIBLE SHALL BE TIRE-RETARDANT PRESSURE-TREATED. - - " -t • - •.•Ate' ,- - - , WITHIN 24 HRS. OF POUR" i ,,,• - Jt, - 'STRUCTURAL LUMBER AND MANUFACTURED WOOD SHALL MEET OR EXCEED THE MINIMUM REQUIREMENTS OF THE FOLLOWING TABLE. �-"" - ` 'DIMENSION LUMBER SHALL BEAR THE GRADE STAMP.OF A GRADING AUTHORITY RECOGNIZED IN THE NATIONAL DESIGN SPECIFICATION OF _ J "" a �, �p '�, •• `• - 4 t; THE AMERICAN FOREST AND PAPER ASSOCIATION .. - r E - - �� •% T ERE�r . s TYPE ... APPUCARON SPEC/f5 C Fe(PSI)FJ(PSI)Fo(PSI) E'(PSI) -. w -_r o: r 9 _ ::" :'.. _ "POUR O7 -POUR•O2 , _ .Y� �Ci�.+ �L q ti��9,Q /� . H t i DIMENSION LUMBER JOISTS,BEAMS RAFTERS - swxce't-qxE-Sae NO.2- NONE. 775 70 575 1,100,000 - ' }� ' ° t _ ,. �: � ,. ..„ ,. ,_ - ..,' :.- .: :• , LAP'WWF � � '✓/� (y� - . DIMENSION LUMBER POSTS&STUDS SPR(KE-PIMP-TY! N0.2 NONE "VI$- 70 575, 1,100,000 - - - - TYPICAL SOP BEARING JOIST HANGER . "' CONTROL JOINT _ ` v CONSTRUCTION JOINT MIN, 24 ' O 1T mpg DIMENSION LUMBER -MOIST CONDITIONS WTO Scvmi N PINE NO.2 A I, 675,. 90 1400 1,400,D00 k', ,' " (TO BE USED AT:LEDGERS) TYPICAL I-JOIS HANGER n ,;: "S- Q Z LAMINATED VENEER LUMBER `BUILT-UP BEAMS MANUFACTURED 1.8£.- NONE 2600 285 2400 1,800,070 '4%v - Z } REST®� •'. PARALLEL SMAO LUMBER PoS7S,.BEAMS MANUFACTURED 2.0 E. NONE •?900 290;, 2900 2,000,000. " ' " 'i' - *`s_'- _ TYPICAL COIVCRET � PAIiING " SLAB DETAILS LAMINATED STRAND LUMBER . RIM BOARDS,STUDS MANUFACTURED 1.J E. NONE 170D 400 1400 11300,000' , ,, 4. CUTTIN AND NOTCHING OF STRUCTURAL WOOD MEMBERS IS NOT PERMITTED EXCEPT BY THE EXPRESS DIRECTION OR WRITTEN' 3. - L- d� ' r '• a e ^°e - / �� J5 �` R , J PERMISSION OF THE DESIGNER MASSAGN\\\� 5. STUD BEARING WALLS SHALL HAVE BLOCKING BETWEEN STUDS FOR EVERY 4 FEET OF HEIGHT. ALL STUD WALLS ARE TO BE' -e: -, -, f - - - • '_', , SHEATHED BOTH SIDES WITH PLYWOOD OR GYPSUM WALL BOARD UNLESS SPECIFICALLY NOTED OTHERWISE INTERSECTING EXTERIOR s _ r - ..py4. SQUASH BLOCKS ATCONCENTRATED LORDS'''. A BLOCKING PANEL,INTERIOR=' F + '." " '. ;- ,`•" ' 4 STUD WALLS SHALL BE SECURELY FASTENED TOGETHER AND THE BOTTOM PLATES THROUGH:BOLTED,ANCHOR BOLTED,OR METAL RIM BOARD CLOSURE _ - STRAP CONNECTED TO SUPPORTS BELOW THE INTERSECTION TO SAFEGUARD AGAINSTUPLIFT AT EACH LEVEL. a . - tr tm =�A - ,.,• . `,', -1716• .:. " ..t. •„*�,,•y;,•-r. T ..,�L' 6. FASTENERS FOR WOOD CONSTRUCTION SHALL CONFORM TO THE REOUIREMEN75 OF THE FOLLOWING STANDARDS. - ! --N;• P # NAILS FOR LUMBER AND SHEATHING: NAILING SCHEDULE S-7 - - �, - t•'�' '' "a nt } - '�!` - 4 NAILS FOR METAL CONNECTORS MANUFACTURERS RECOMMENDA77ON5 A - - ,.'° r- F. Y., -; °' i '`' v '�' mdm.�d.lsmos r •�` S TER BOLTS AND THREADED STOCK ASTM AJ07 ,. a o m . ':,.'' - ,. "s mwmmoc.�td... - +; 1 STRUCTURAL ADHESIVE ASTM 0J498(PL-400 AND LIQUID NAILS LN-902 CONFORM TO THIS STANDARD) - -•. comet -'• " 'na� GALVANIZED OR STAINLESS STEEL FASTENERS SHALL BE USED AT EXTERIOR OR MOIST CONDITIONS. 7. STRUCTURAL WOOD PANEL MATERIALS SHALL CONFORM TO M£REQUIREMENTS.OF THE APA-ENGINEERED WOOD ASSOCIATION AND "'°b°ie'F6ad"as°'9m r< • 'Y.e" .. •. •. �, - '.. ouuasnpmmmpwam.em SHALL BEAR A STAMP INDICATING THICKNESS,SPAN RATING,AND TYPE. PLYWOOD SHALL MEET OR EXCEED THE MIN/MUM - - ` - , "^VmR�°Pfa's''oki° s. y i NO. 'REVISION DATE REQUIREMENTS OF THE FOLLOWING TABLE AND SHALL BE ERECTED WITH THE FACE GRAIN PERPENDICULAR TO SUPPORTS - '. reou APPLICATION IZ� TICK SPAN RATING FXPoSIJRE CLASS EDGE - • - T. SUBFLOORS STURD-1-FLOOR 5/" ': ?4 O.C. EXPOSURE 1 T&C EXTERIOR WALLS STRUCTURAL I %' J2/16 -" EXTERIOR PLAIN , taemms - ' CLIENT: - -' ROOF SHEATHING 947ED SHEATHING 5/8" J2/16 EXTERIOR PLAIN _ ' , yA„,r„�„ „K, mµp d - T&J MOTOR WORKS INC. . tdmixrmam So6laWapmAonmesee��gms ,. .- •. o.us F,' 64 Plant Road_ Hyannis MA 02601 8. CUMBER AND PLYWOOD DELIVERED TO THE JOB SITE SHALL BE PROTECTED FROM MUD.ICE, WATER,AND SNOW,AND SHALL BE ' ,'amm � " `•"mx10aOi16�.'' � .a a- e STORED OFF THE GROUND IN A MANNER TO PRESERVE THE STRAIGHTNESS OF THE PIECES ,A - 9. WOOD I-JOISTS SHALL CONFORM TO THE AMERICAN PLYWOOD ASSOCIATION STANDARD FOR PERFORMANCE-RATED I-JOISTS WEBS OF SCALE% 3I8��= �'��� JOISTS SHALL HAVE REINFORCEMENT AT CONCENTRATED LOADS OR WHERE WALLS BEAR ON TOP. EXTERIOR ENDS OF I-JOISTS SHALL BUTT INTO - - - - c• 1 - " - ' - ' LSL RIM BOARD CON71N000S AT PERIMETER. - + - - .n - TITLE: STRUCTURAL NOTES 10. UNDER NO CIRCUMSTANCES SHALL PARTIAL-HEIGHT STUD WALLS OR CRIPPLE WALLS,BE USED-BETWEEN THE FOUNDATION AND THE - ♦ - V, FIRST F100R fRAMfNC. •A „ DATE:NOVEMBER 18,2017 MICHAEL'A.JIMERSON A.I.A. s ARCHITECTURE&INTERIORS 193 Horseshoe Lane y` Centerville,MA.02632 " a 508 775-4264 ' W majarch@comcast.net NAILING PATTERN AT STRUCTURAL WOOD PANEL USED ON WALLS 1 NAILING SCHEDULE 110 MPH WIND ZONE m ; 15/J1"STRUCTURAL/WOOD PANEL SHEATHhNG • MINIMUM NUMBER OF MINIMUM NUMBER OF MAXIMUM NAIL SPACING I.NAILS 0 4"O.C. SOLID BLOCKING BETWEEN COMMON NAILS BOX NAILS - AT ALL PANEL EOG£S TOP PLATE;BOTTOM PLATE AND 4 SIDES OF ALL OPENINGS -+ FIELD ERECTED BEAM ENDS AT ROOF RAFTER ROOF FRAMING * I I TO STUDS0 CENTER OF PANEL Blocking to Rafter(Too Nailed) (2)Sd (2)10d Each End Rim Board to Rafter(End Nailed) (2)16d - (3)16d Each End ' DOUBLE t OP PLATE - WALL FRAMING - HEADER(SEE PLAN) - Top Plates at Inmrseclione(Face Nailed) (4)16d (6)10d - At Joints - X�l SOLID BLOCKING AT PANEL SEAMS Stud to Stud(Face Nailed) (2)16d (2)16d 24' Header m Heads,(Face Nailed) - 16d 16d 16'o.c.Along Edge. I . FLOOR FRAMING • y ( • - SINGLE OR DOUBLE BOTTOM PLATE Joistm Sill,Top Plata or GlNar(Toe Nailed) - (4)Sd (4)10d - Per Joist AS REQUIRED BY NOL SPACING. AT GROUND TLOOR SLAB BEARING SUPPLY ADB.CIAML PT BORON PLATE Blocking to Joist(Toe Neiletl) (2)�' (2)100Each End I - Blocking to Sill or Top Plata Roe Nailed) (3)16d (4)16d . Each Block' \ BUILT-UP POST OR COLUMN - HOLD DOWN ANCHORS PER PLAN.CAST ANCHORS INTO CONCRETE INTEGRAL WTRI WALL 1600®GIPAClN Leader Strip to Boom or Greer(Face Nailed) - (3)16d 14)16d Each Joist - TYPICAL EXTERIOR_WALL WITH-STRUCTURAL WOOD PANEL SHEATHING Joist on Leaderto Beam(Toe Nailed), (3)8d - (3)1Dd Per Joist - NO/TO SGLE Bent Joist to Joist(End Nailed) (2)16tl - (4)16d n Per Joist � �ROOF SHEATHING �•�l �r .. Waod Sruchnal Panels .� n Rafter or Trusses epaced up m 16'O.C. Sd - Id ' S edge/6"field - ..'ia - - _ =3 = £� AN,O ,�$'J(1 z' 4 1 Rafter or Tmsees spaced over l6-O.C. - Sd 10d • 4'edge/4'field SEAM Wl STUD�T 'j. �44.S ' to • " /IOR/Z.BLOCKING - _ _ WN£RL REQUIRED Gable End Wag Rake or Rake Truss W.gable overhang Sd 10d - - 6"edge/B'field . e x . r. r .r .. .. OPENING ...... TREAT ALL SIDES OF OPENING t MASS • - - SEAM W/STUD AS EXTERIOR PANEL EDGES 7 Gable End Well Rake or Rake Trues w/Structural Ousookers Sd . 10d 6'edge/('field' Gable End Wall Rake or Rake Truss w/lookout blocks - Sd 10d 6'edge/S'feld CEILING SHEATHING ' HORIZ.BLOCKING Gypsum Wallboard 5d moles _ - - r edge/10"field - - • BETWEEN STUDS'.. WHERE REQUIRED t - , - WALL SHEATHING " NO. REVISION DATE BOTTOM EDGE of PLmooO Wood Structural Panels OkERLM.ANO IdlJ 0 PS/L� _ TYP/CAC f/EZD NAILING AT INTERIOR OF PANEL ' Studs spaced up to 24'O.C. 8d 10d 6'adg.1 IZ'field 12'O.C.AT KRRCAL STUDS - USE SAME NAIL SIZE AS AT EDGES }"and ji"Fiberboard Panels Bd r - 3'edge/("field - NAILING PATTERN AT STRUCTURAL WOOD PANEL USED ON WALLS CLIENT: iGypeum Wallboard _ - 5d molars, _ I red e/10"fiald - � - - T8JMOTOR WORKS INC 64 Plant Road FLOOR SHEATHING - Hyannis MA 02601 Wand StructureI Panel. 1'or Lass 8d 10d - S'edge/12'field - ' SCALE: Not To Scale Greow,thanr 10d 1Sd "6•.dge/6"field TITLE: STRUCTURAL NOTES DATE:NOVEMBER 18,2017 MICIIAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane tx Centerville,MA.02632 5087754264 majareh@eomeast.net EXISTING BUILDING 'a V-6" 1 r ' I ALIGN NEW SLAB ' 3'-02 'STEM- WITH EXISTING. 1 2 I I 2 24"#4 @ 24"O.C. (2)24"#4 @ 24"O. I I IWALL I I E PDXY INTO EXISTING EXPDXY INTO EXI TING I I ` : I 21_91„ FOUNDATION. I I I I 2 F UNDATION. REMOVE EXISTING DOWNSPOUT. I I I T-10 ' I 4"CONCRETE SLAB W/6 x 6 x W1.4 WWF. I 2'-92 I I 1"FROM FROM TOP OF SLAB ON 2"COMPACTED 1 SAND,6 MIL. POLY VAPOR BARRIER,AND 6"OF CRUSHED TONE 1 CR D S I I - 6' 0" I I h I 12 3'-10" I 3'-11' L: I 16-0" 1 I I I ABANDONED I ' CONCRETE 1„ I ;p (2)24"#4 EXPDXY SEPTIC 3'-112 I 1 I DISTRIBUTION NTO DISTRIBUTION BOX 1 4'-0' ' I I I I (2)24"#4 EXPDXY ��Q�aG BOX �~°�✓�yRC'y'�� I I I INTO EXISTING • pii+ts tQ -------- -------------------- ------ ------------ -- -�--- CONCRETE BOX. =o Np �� • ° ; M � ----- •. - 1 3 2'ANCHOR BOLT(TYP.) ` -0" 11-T' 6411 14 10'-T_' . _. 3'-811 1�1. 16-g" S-3 NO. REVISION DATE EXISTING CONDITIONS FOUNDATION PLAN_ CLIENT: .. T&J MOTOR WORKS INC. _ 64 Plant Road _. Hyannis MA 02601 SCALE: I/4"= 1'-01, TITLE: FOUNDATION PLAN DATE:NOVEMBER 18,2017 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS 193 Horseshoe Lane Centerville,MA.02632 508 775-4264 majarch@comcast.net l EXISTING BUILDING Y 2"z 12" LEDGER BOARD w/3/4"DIA.x 5" ANCHOR BOLTED EXISTING BUILDING @ 16"O.C. STAGGERED INTO EXISTING FLOOR FRAMING. REMOVE EXISTING SECTION OF GUTTER AS INDICATED. -- --- --- -- _ - - - - ---- - --- - --_- -- ----------__- -- -- ----- - ---- _ F + -- - -- - - - - - - - -- - - - - --- - - I I I EXISTING - _ _ - i i i _ I- i GUTTE - • I . _- _=� ¢O - - - - - - V - - - - - - - - -- -:- - - EXISTING i - I Z - - POSTSDN! I 0 m (3)ROWS OF 1 7/8"AJS 20 BLOCKING.t GUTTE ! _._ I_ _.l _ _._._._ _ _._I_. 0 - -i - - W J Z — — U — _ _ I J —__ — I uj O I F— - X W fq cl F Lll p — - - - - - - - - - — - - - — - - - - - - - - �l I I JOU I F= U) Q = Bo =I ALI_ a ~ � . w - - - - a - x 16'-0' m =tom - - . . X 2 —� 00 X I I LI 00 t7 i CV I N 16-0" X —'— —._._ _ _ —._ _ N _._ _ _ _.—._.—.—. — N 16'-0" NI I (W9 I W X c+) I- I ol- (' 00 — --- - - - - 4. - - - - - - - - - t7 .I OCD I f jL Qp - - - - - - - —- - - - - - - - - - - - - - - p w N i I I4 Q f `�.I{IEill �/ - - - - - - - -- - - - - - - - - - --- - - - _ �I N p_ i� OVER FRAME PARAPET .�� F � N (3)ROW OF 11 7/8"AJS 20 BLOCKING. N x =---- -r=- -__=--- -7- c?-=_= WALL i o. n - - - - - - - - - - - - - - - - - - - -•-- - - - iM _3 iBN03�8 zs D — — _ — //�if %% (3)9-1/4"LVL HEA ER (3)2 x 8 HEADER 2"x 6"PARAPET WALL , PROVIDE HURRICANE TYPICAL ANCHORS @ ENDS OFF HOLD-DOWN, ' SISTER 2 x 8 CEIING JOISTS TO RAFTER ALL RAFTERS(TYPICAL). STRUCTURAL WOOD 1-1/8"x 11-7/8"RIM BOARD. ANCHOR FOR TRAY CEILING. NOTE:`STRAPS MUSTS-4 PANEL SUBFLOOR (SEE S1). CARRY GLUED&NAILED/ 15_g 378 LBS.@RAFTER NO. REVISION DATE 15'-9" STUD CONNECTION. TYPICAL. ROO PIC E I L I N G FRAMING PLAN CLIENT. T&J MOTOR WORKS INC. 2nd FLOOR FRAMING PLAN 64 Plant Road Hyannis MA 02601 SCALE: 1/4"= I'-0" TITLE: 2nd FLOOR FRAMING PLAN 1 ROOF FRAMING PLAN DATE:NOVEMBER 18,2017 MICHAEL A.JIMERSON A.I.A. ARCHITECTURE&INTERIORS ' 193 Horseshoe Lane ar Centerville,MA.02632 5087754264 majarch@comcast.net EXISTING BUILDING h ILI k, II / •Q II i 'J 1 81011 cc 1 1 1 a. . ;cv H x j •Co Q 16'-0'1 16'-011 WAITING ROOM 3116" 14'-8" x 15'-5" 31-611 a 4'-6" 4'-611 F r 1 • �_ 41�C1Y ` . 3,_61� 41_�111 31_1111 2 2 1 St FLOOR -.PLAN LEtND MICHAEL A.AMERSQN A.I.A. DATE. PROPOSED FLOOR PLAN ARCHITECTURE&INTERIORS . r, 193 Horseshoe Lane 1 1 .4.1 V PROJECT: T& J MOTORWORKS, INC. Centerville,MA.02632 1111 Street 508 775-4264 majarch@comcast.net Hyannis, MA SCALE: 1/4 " = 1'-0" al EXISTING BUILDING .04 16'-0'' s WAITING ROOM 3'-611 14'-8"'x 15'-5" i . 3'-6 1 4—64'-611 4-6 3-6 4-72, 3712 , -911 y . 1st FLOOR PLAN LFGIND MICHAEL A.JIMERS®N A.I-A. DATE. PROPOSED FLOOR PLAN ARCHITECTURE&INTERIORS C; 193 Horseshoe Lane 1 1 .4.1 6 PROJECT:' T&J'MOTORWORKS, INC. Centerville,MA.02632 1111 Street 508 775-4264 majarch@comcast.net ' Hyannis, MA SCALE: 1/4" = 1 -,0" -C&rc �9D ___. - I y..A z� • �.�fir`� .l.,�.4,�- ���i1�` -' �t +� _ —•�- - !,4.b VU — I IZ�?t_CzC1_t�'-T3 — iF ------ ------------ � f i I i I N 1 - _ NVAI, - _ i ta ( f I — --- — _ _ _.. -- - - -- i ' Vk I - F X-- - � �y, i awf to E C /-^ J/. V,-0 5 - —-- d- __ ------ l4 -- -r.ca` _ r �5"TUV,wht � OW L-4"k 5"TUW+, CCtae, — '`\-ft-b9;,_ IP ILABruc I Dino 7 74-23 -7 3