Loading...
HomeMy WebLinkAbout0048 ROSARY LANE �l8 �d✓gJz lJw� J� _ __ \ Town of Barnstable _ Building - g �Post:This Card So That rt isU�siblerFromgth ,Street Approved Plans Must;be Retained on Joband this CardMust be Kept Y pp 1AAH • ,'; ,.y B en;Ma e ,P: 5 R, _ Permit �ess� PostedUntil final inspection Has a 3 -� E ° WFi'ere:a Certificate ofrOccu�anc is Re uired such B�utldm shall"Not be Occu red until a'Finatlnspect�on;has been made, Permit No. B-20-868 Applicant Name: ERNESTJ JAXTIMER Approvals Date Issued: 03/20/2020 Current Use: Structure Permit Type: Building-Addition/Alteration-Commercial Expiration Date: 09/20/2020 Foundation: Location: 48ROSARY LANE,HYANNIS Map/Lot:_ 344 058 Zoning District: B Sheathing: Owner on Record: ROSARY LANE LLC ff', Contgaactor Name ERNEST J JAXTIMER Framing: 1 Address: 48 ROSARY LANE g Contractor"l ce CS-003251 2 HYANNIS, MA 02601 Est' Project Cost: $35,000.00 Chimney: Description: construct two bathrooms at existing structured �Permit Fee: $418.50 i Insulation: ` Fe`ePaid: $418.50 Project Review Req: `. Final: Date 3/20/2020 " ` x Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized,by this permit is commenced within s months after issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents,for whlch=this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structureslshall be in compliance with the local zomng;by Iaws,and codes. This permit shall be displayed in a location clearly visible from access treet'or road nd shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. ' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by Bu Id ng anFire Officls are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footingy 2.Sheathing Inspection �, Rough: .. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final' 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection - 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations.. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final • BAMSTnBIE, • MASS. i639. Town of Barnstable �� A FD N10� Regulatory Services Thomas F.Geiler,Director Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section i If Using A Builder ck�'��e r I, � ,as Owner of the subject property hereby authorize �c,-'<��wXr 31 -d 1�er' /�C• to act on my behalf, . in all matters relative to work authorized by this building permit application for: `I t) Ro5c_r L,,,- (A dress of Job) (�o `Z0 Signa e Owner Date Print Name If Property Owner is applying for permit,please complete the Homeowners License Exemption Form on the reverse side. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Intemet Files\Content.Outlook\DDV87AAZ\EXPRESS.doc Revised 072110 EDJJAXTIMER, BUILDER - LANDSCAPE r MILLWORK Licensed Designee Job Location — e" Property Owner— T Applicant— E.J. Jaxtimer Builder, Inc. i Licensed Designee —Jeffrey Garran CS L—078442 Cartimartwea9th of Massachusetts s Division of Pr-Qfes-sional Licensure Board of Euildcag Regulations and Standards, Go nstRtaS .risca� JEFFREY 8 GARRAN I� r 110 SALT IR0 K RL, } I AiN 'fAKLfvlA:02630 r• t Commissi.on 61G� Appli ant - E.J. Jaxtimer License Designee -Jeffrey Garran 48 Rosary Lane,Hyannis,MA 0260.1 508-771-4498.508-778-491.1 •Fax 508-775-4909 www.jaxtimer.com A�® CERTIFICATE OF LIABILITY INSURANCE FDAT1/0/202�' 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 have ADDITIONAL INSURED provisions or 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 CONTAC NAME: Erica H.O'Connor HART INSURANCE AGENCY,INC. PHONE FAX 243 MAIN STREET C o Ex (AI No PO BOX 700 ADDRESS, eoconnor@hartinsuranceagency.com BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC If 'INSURERA: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURERB: NORGUARD INSURANCE CO 31470 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDTYPE OF INSURANCE JULSUER POLICY NUMBER MM/DD/YYYY MIW POLICYPOLICY EFF LTRm LIMITS A COMMERCIAL GENERAL LIABILITY 8500042039 01/01/2020 01/01/2021 EACH OCCURRENCE $ 1,000,000 DAMAGE REED CLAIMS-MADE V OCCUR PREM SESOEa occu ence $ 300,000 MED EXP(Any one person) $ 5,000 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY PRO- ❑LOC PRODUCTS-COMP/OP AGG $ 2,000,000 JECT OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2020 01/01/2021 COMBINED SINGLE LIMIT $ 1,000,000 accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS ONLY AUTOS HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident A UMBRELLALIAB OCCUR 4600042040 01/01/2020 01/01/2021 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$ 10,000 $ B WORKERS COMPENSATION EJWC139902 01/01/2020 01/01/2021 SPR TATUTE ERH AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE -YIN E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 It yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE PROOF OF INSURANCE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE @ 1988-2015 ACORD CORPORATION. All rightsreserved. ACORD 25(2016103) The ACORD name and logo are registered marks of ACORD The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): E.J. Jaxtimer, Builder, Inc. Address: 48 Rosary Lane City/State/Zip: H q 61 n n 1 S . A v Phone#: 508-778-4911 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 40 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. 7. Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers' comp. insurance comp. msurance.1 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 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: Norguard Insurance Co. Policy#or Self-ins.Lic.#: EJWC139902 Expiration Date: 01/01/21 Job Site Address: LI0 Retc.r, (hit City/State/Zip: IA / v1\11,tl _MA 07601 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 certify under the pains an enalties of perjury that the information provided above is true and correct. Signature: Date: Phone#: 508-778-! 9�1. . 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 &-Plumbing Inspector - 6.Other Contact Person: Phone#: VE ti Application Number............. .............. Permit Fee .......Othe'r Fee.......... MAB& 16.59. 16 TotalFee Paid................... ......... . . . . . . ARNSTABLE Permit Approval by. ............. TOWN OFB I-S BUILDING DING PERMITMET.... ......................Pared..... . .v.......................... APPLICATION Section IOwner 9s Information and Project Location "Vill N- —SCANNED Project Address RC$5 m, LCI,,c -,LLC MAR.2 0 MO. Owners Name Rmc-c��, Owners Legal Address- Ll b A/\A Zip 07601 city 14 ----------- state E-mail owners Cell Section 2—Use of Structure Commercial Structure over 35,000 cubic feet Use Group_-. Commercial Structure under 35,000 cubic feet El Single/Two Family Dwelling Section 3 Type of Permit E] New Constmotion Fj Move/Relocate E] Accessory Structure El Change of use Fire Alarm F� Demo/(entire structure) F] Finish Basement ❑El Family/Amnesty E] F] Deck Apartment ❑ Sprinkler System Rebuild Addition ❑ Re taining wall E] Solar EIRenovation El Pool ❑ Insulation Other—Specify Section 4-Work Description 2/9/2018 Tq.dTmd-qtecL Application Number.................................................... . Section 5-:-Detail Cost of Proposed Construction 3 5,000.0 y Square Footage of Project �511 Age of Structure `�2 yt-s Dig Safe Number #Of Bedrooms Existing — Total#Of Bedrooms (proposed) --� 110 MPH Wind Zone Compliance Method ❑ MA Checklist❑ WFCM Checklist Design Section 6—Project Specifics ,•J�y�/����.iWiring,,«6�., ❑ Oil Tank Storage ❑ Smoke Detectors Plumbing [] Gas ❑ Fire Suppression Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply Public ❑ Private Sewage Disposal ❑ Municipal On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: ryro,,_ - ,sTcr- �, 'ti I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section S—Zoning Information Zoning District Proposed Use Na c • C' Lot Area Sq.Ft. Total Frontage N A Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed�— Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ® Yes ❑ No I f Last undatad.2/9/201 S i Application Number........................................... Section 9—.Construction Supervisor Name Ci X •Soi&r. (Telephone Number 1� 8`�4?11 Address l�'Q$�(�Laow Cit)r A(-w*5 State_,Y Zip DZ�d J License Number I License Type CSL Expiration Date � l�4 202,;2 Contractors Email Pi7�c 't��►�'tQ�� (,pwt Gsd' .M¢ -Cell# �60V 7W -�3 �Z3 I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts She Building Code. I understand the construction inspection procedures,specific inspections and documentation re e 8 wn of Barnstable.Attach a copy of your license, Signature Date r F Section-10—Home Improvement Contractor Name i"Ir Telephone Number C - 7 Address City State Zip Registration Number 0 6 Expiration Date- �l 2 I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachuse Building Code. I understand the construction inspection procedures,specific inspections and docimmentrtion re an e le.Attach a copy of your H I.C... 'Signature Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number Ce ork Number I understand my responsibilities under th and iof gulations for Licensed Contraction Supervisor in accordance with 780 CMR the Massachusetts State g Code. I undstand the construction inspection procedures,specific inspections and documentation require 80 CMR and the Town Barnstable. Si Date r #PPLICANT SIGNATURE Signature Date /S '� Print Name o1>C�'►rVlPry- Telephone Number C J E-mail permit to: '����,. > ' d'�'V+ r� • bWl� i i� a Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required) ❑ Historic District ❑ Site Plan Review(if required) ❑ Fire Department Vi Conservation ❑ For commercial work,"please,take your plans directly to the,fire department for approval a. Section 13—Owner's Authorization I , as Owner of the-subject property hereby „ to act on my behalf, ii� all authorize � - matters relative to work authorized by this building permit application for: (Address of job) 'weer dateM ! Sig nature of O Print Name a I \.c.J. a'f x Ire a • � i ` . Last updated:2/9/2018 d. j<g HHHN777i i _ 1 A J-q I r v ti�F 4 v e CD INJ Co `i .01� O Vim/ n n r TOWN OF BARNSTABLE Permit NO. .3.1.768....... BUILDING DEPARTMENT TOWN OFFICE BUILDING Cash / a6�9• ' ��rour HYANNIS,MASS.02601 Bond .............J CERTIFICATE OF USE AND OCCUPANCY Issued to E. J. Jaxtimer Address 48 Rosary Lana Hyannis, Mass. USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON .SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND.IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. Jur.. 2.{.., I9.........II...... ................,../1 ��¢ _-• Building Inspector TOWN OF BARNSTABLE BUILDING DEPARTMENT _ rAR1 ' TOWN OFFICE BUILDING ru& i639. HYANNIS, MASS. 02601 �o r�r►• MEMO TO: Town Clerk FROM: Building Department DATE: An Occupancy Permit has been issued for the building authorized by BuildingPermit $ .... 1. Q..... ................................................ .............................................._..................................... issued to .. ......... ...... r................. Please release the performance bond. Assessors offioe (Ist floor): THE Assessor's map and lot number Board of Health (3rd floor).-,--J) %r"5ewage Permit--num6-e-r ........................................................ i 33ARESTAILE. -Department (3rd floor): I-AA 1k Engineering 4 Housenumber ..................................................v..F.............. APPLICATIONS PROCESSED 8:30-9:30 A.M. 'and 1:00-2:00 P.M. only TOWN OF BARNSTABLE BUILDING- INSPECTOR APPLICATION FOR PERMIT TO .... . .....7nWo...... ;.:.....��.?!�!�; 4l�?�5� '��"y »',,,,,,,,,,,,,, TYPE OF CONSTRUCTION ... fn .........`�:71- . ................................................................ ........... .......................19.0:7.. TO THE INSPECTOR OF BUILDINGS: The Underhigned hereby applies for a permit according to the following information: Locdtion ...... to 4 10 q L^..�j �_orArL I . ...................V*­... ProposedUse .... ............................................................................................................................................. .... ........................................... ................... Zoning District ....Q)._ . Fire Distric t, ................................................... Name of Owner .... ............ .............Address ... rvo�. ... .... ....... .... .... E. Z-�T A->cT V%-,en_ Name of Builder ....................................................................Address .................................................................................... Name of Architect Pge ?.!!a..... ....................Address ... ....... . ..............................Foundation .... Number,of Rooms ... ... ........................... Exl/eijior ..................................Roofing ..... E--r- ....................... ............ .... . ............................ . . Floor\s, .......................................................Interior .......... Heating` .. ....... ...... Plumbing .... Fireplace .... .............................................................Approximate Cost ..... ........................................................ Definitive Plan Approved by Planning Board -------------------------------19-------- - Area . .. ................. Diagram of Lot and Building with Dimensions Fee ............................. SUBJECT TO APPROVAL OF BOARD OF HEALTH f �� s , 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. eZ1 - Name ....... ..................................................................I Construction Supervisor's License ... ............. JAXTIMER, E. J: A=344-058 No Permit for ....Q.D.Q...$.tQ.K.y......... Commercial B .............................. .... Location JL91s.... 48 Rosary Lane, Hyannis .....................................................................I......... Owner .... E. J. Jaxtimer . .............................................................. Type of Construction .........Frame.................... Permit Granted ..... .....4.................19 88 Date of Inspection ....................................19 Date Completed ......................................19 o 61—1,pe c MA A )V& -ry r,-I Tot- A mo/ THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I A, F- M /� DATA TOWN OF BARNSTABLE, MASSACHUSETTS BUIL,®INB ' 4f , . Aw344-058 , r DATE ig uU PER MI APPLICANT ' nL=Ow 'ADDRESS - 03251 (NO.) (STREET) - (CONTR S'LICEN T i a` .NUMBER OF'. �. BuildC/I!(IReZC:Lc (,r! DWELLING UNITS rf PERMIT TO � .� s 7_)' STORY �i4;i:T.l J10L1.`.ir S 0 r (TYPE OF IMPROVEMENT) _ N O. (PROPOSED USE) - AT (LOCATION) lots Lt �yi�[�p i« ) it .1_1. (!', .. ITIt:. f'lv:ii nis ZONING B 1N0.1 (STREET) DISTRICT BETWEEN. 4 (CROSS STREET) AND r 1 (CROSS STREET) SUBDIVISION LOT . r LOT BLOCK - SIZE ?t. BUILDING IS TO BE FT. WIDE BY FT. LONG BY FT. IN HEIGHT AND SHALL CONFORMINCONSTRUCTION c i tI TO TYP USE GROUP BASEMENT WALLS OR FOUNDATIONsg �Z' (TYPE) REMARKS: - err AREA OR 77 BOND { VOLUME 4311. `;O. '-l. ESTIMATED COST $ - 'LSjV00. FEEMIT 431.00 (CUBIC/SQUARE FEETI 1 4 '. r1 OWNER E• J. .t,i>`l. r ADDRESS - - -140 Longvi(':a �) Vc!� (a';'lU,.. ...Y:1.i .''i.F1 rlj�T.3.i . BUILDING. DEPT., ; / I BY n � 7 y..S'Ci ' P L I C A B L:A tTt l V}VISION R S T RESTRICTIONS. S.T I O l_...f�5 17.A`N_l.t.�.V r I n'I S"I­'k F<M.I.I.•:C/.U�.S_N O_f..-FP"EC"E li'Srt"T't5't"�'S F"f�'C'I 1."A"N"1-'Y-K�'NI"-i7i•C"t:�Y/4"Ci•1'Y'I'G'15'Q"�" OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE. INSPECTIONS REQUIRED FOR I PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN ELECTRICAL, PLUMBING AND - 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICA-FE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL MEMBERSIREADY TO LATH), QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL - 3• FINAL INSPECTION BEFORE FINAL INSPECTION HAS BEEN MADE. - •+ OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS v 3 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT OTHER BO DO 1EALTH r WORK SHALL NOT PROCEED UNTIL THEINSPEC. PERMi' O U N' I 'V!LLBECMENL-i. ADVOIDIF'CONSTRUCTION INS?LCTIONS INDICATED ON!THIS CARD CAN BE Y TOR HAS APPROVED THE VARIODUS STAGES OF I WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE I ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRUCTION, I PERMIT IS ISSUED AS NOTED ABOVE. I NOTIFICATION. - � 90, „ , r ' 1 ti 1 3 sT/rvG f ovti 0,9Tio/t/ l � 1 I N / r o 0 1 +�, !e o� h ioo 1} A a f oalv0,9770-4/ I r \\ vo .¢ i _ 02 o8:r7 i CERTIFIED PLOT PLAN LOCATION SCALE DATES/g2,3�8"8`, PLAN REFERENCE o EDWAI'..' ,r O - LEY III hNo. 2£100 �® � 'Es 61STE��� , I CERTIFY THAT THE .YJ.4T.1ral.G-. L LApq�' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF WHEN CONSTRUCTED. �07 Ti9X7—/V) REGISTERED LAND SURVEYXR 3 Assessor's offioe (1st floor) f -�' `---- -/ ds ,� ,/� � AFEjneUST BE Assessor's map and lot number of THE Tod bard of"Health (3rd floor): AR, . +�, i1,��® IN COMPUAN ♦� Sewage Permit number ..... ... ........:..................................... KITH TITLE 5 Engineering Department (3rd floor): a ��iC�ME6dTAL CO Emum 0ARIS39. LE. 0� House number .................... .. :............. -°OWN REGUL.a S a� APPLICATIONS PROCESSED 8:30-9:30 A.M. and6 1 -2:00,P.M. only TOWN OF BARNSTABLE BULDIHG INSPECTOR APPLICATION FOR PERMIT TO .....�V.1t.!4..... 7wo.......'M!!�twL...... LJ.AC1,4�.Hd. ........................ TYPE OF CONSTRUCTION ...(-OM ......ST=-(,,.....................................:......:.......................... 3.-.1b.........--.... -------19.OEi� TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following informs ion: f Location S......la !V N.. 1Q.S... ..�.�........1 SAS?. ..�! �.. �........... �.... �.............. ....................................................... ProposedUse .... ........................................................................................................................................... Zoning District ..... .. ....................Fire District ....1^}. x4rl..?!✓f Name of Owner E ! CT2.........................Address ... `':lO...LAI,?C1.�J1. �?....pl�. �r4•,-+,�'C'�h►JS.�.�.Q. Name of Builder '..��.'... Address #.t Name of Architect ..rQ.rT'9/1 ....................Address ...Nck.R,•.W.FLL......................................................... Number of Rooms ... -... ...E' ..............................Foundation ....1:OO df ...C-. c, •4 ............................ Exterior .( -2"C �,,...� ..1. .................................Roofing ..... �4i4ral'l{1.0 Floors ... ,C'iJ.C. .................................. .Interior Heating ......��ash....................................:.Plumbing ....I..QAISM........E.�t�rbb�..l��tit............................ i ft� cdz Fireplace .... .............................................................Approximate Cost ..... �... 9..................... �.. ,_ LA Definitive Plan Approved by Planning Board ---------------------_----------19________ . Area .......... ... ............................ Diagram of Lot and Building with Dimensions Fee /�........ ...................... SUBJECT TO APPROVAL OF BOARD OF HEALTH l� S OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of arnstable regarding the above construction. Name ...... . . ...................................:.................................. Construction Supervisor's License ...a.lizu-(. JAXTIMER, E. J. h � ' ✓ 31768 One or 'i No ................. Permit for .......................'........... Commercial Bldg. /Warehouse - Location ...Lots...l !...l.DA!....1 OB.t....&...1.1 - -T. 48 Rosar.. Lane H...annis ....................................... ..................... ............. Owner ................E. ` ...Jaxtimer _ ' Type of-Construction .....Frame ........................................... ` Plot ............................ Lot ................... Permit Granted .....Apri1...4.r•.... ':;.....'19 88 Date of Inspection .......... 119 Date Completed ...��. 1.11 19 t_ -- ..7 CHASV RE 1-800-331-6053 Fax1-605-335-0357 PO Box 5077 Sioux Falls SD 57117-5077 ra-i r { e- + www.cnasurety.com ? 3 AM F: 05 May 15, 2006 Agent Code: 20 01510 Town of Barnstable Building Inspector } Town Hall 367 Main Street, 4th Floor Hyannis, MA 02601 Re: Bond#14546353 -E J Jaxtimer Builder, Inc. f 8=Rosary L-anew , Hyannis, MA 02601 $500 - 255 Eel River Road, Osterville, MA 125' Frontage, Town of Barnstable Company Code: 601 - Western Surety Company On May 4, 2006, we sent you a letter of cancellation for this bond. We now wish to rescind our initial letter. This bond is to remain in full force and effect with no lapse in coverage. We will continue as surety on this bond. We are sorry for any inconvenience this may have caused you. Sincerely, F Heather Boon Northeast Service Team HB:rje cc: ' Dowling & ONeil Insurance Agency E J Jaxtimer Builder, Inc. ri T, 364' 12 EXIST MATCH 12 - m EXIST. X W _ - TOP OF PLATE y EXISTING x W WORKSHOP 1:11A IJ] TOP OF SLAB WEST ELEVATION VELUX K - VSC01 J'JASKYLIGHT Ij NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING `4 j I WOM� ENTRY AN ANDERSE § L J BATH 8NTHA21 NEW PVC 1 x 8 FASCIA,FRIEZE. - F t TEMPERE F � /� 8 SOFFIT BOARDS d w 4"CONC.SLAB STOR: AT GRADE INTOP OF PLATE A ❑ ❑ ❑ ❑ iN ao a a 5� e� 4� a as FLOOR PLAN LEGEND: TGP OF SLAB 0 EXISTING WALLS - CONSTRUCTION TO BE REMOVED NORTH ELEVATION NEWFl ORE DO SOLIDCORE DOROS GENERAL NOTES: ® NEW CONSTRUCTION 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD 12 MATCH 2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS,DETAILS;&FINISHES IN THE FIELD. 4 ExIST. NEW PVC 1 x8RAKE BOARDS 3.) WINDOW/DOOR ROUGH OPENING HEIGHT TO BE 7'0"ABOVE SUBFLOOR W11 x 3 DRIP BOARDS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION �VkOF sash AMENDMENTS&IBC2015/IEBC2015 TOP OF PLATE 5.) 120 MPH EXPOSURE B WIND ZONE b o= ERIC J. m ry f� j CEDERHOLM 6.) ALL NEW SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,OR HORIZONTALLY W/ ❑ ❑ NEW PVC 1x 6 CORNERBOARD.S MAR L 0 S(RUiaDR BLOCKING AT EDGES,3"EDGE/1Z'FIELD NAILING " N0`' Z NEW W.C.SHINGLE SIDING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD s'TO WEATHER b 8.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS a a F 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI 10.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W/OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EAST ELEVATION 12.) INSTALL WINDOWS&DOORS PER MANUFACTURER'S INSTALLATION INSTRCUTIONS TOP OFSLAe 13.) ALL EXTERIOR TRIM TO BE PAINTED&ALL JOINTS/NAIL HOLES SEALED. THEDECRAMNGSPRL .10STIECI IF A4Y NEW EMPLOYEE BATH ADDITION FOR. STRUCTURAL: SCALE : .DRAWING NO.: L� ERRORS OR OAll5SON5 ARE FCUND ON �I411 �F_011 THESE ORAWIJlGGPRJDR 10 GTART OF COTUIT BAY DESIGN, LLC MLLSTRUCTI@LMEFOR Th COWENTOR 43 BREWSTER ROAD NTH& SPO! SI FIX4STR CII",T N ThEEE LYiAWTHO TCOTIFYINCIi-E Co" NtT1iCWTFJ0TIF11H4 iF= EJ JAXTIMER BUILDER, INC. DATE : MASHPEE MA. 02649 THESE EROFAN"=RROR OR OMISSIONS. I THESE OANF9ORIIHCST5 O OTHER THE UOF S }� THESE OKM R HOTED.IRE T OTHER N �I3/2020 PH. �+ - THESE DRAWING REQUIRES THE NRITTEN FAX(50 ) 539-9402 CONSENT OFEC90RANLCQ YP�: -HEHT R TECTIOH 48 ROSARY LANE HYANN IS, MA EXISTING WORKSHOP INSTALL WATER 8 DRAIN LINES PRIOR TO SLAB INSTALLATION VERIFY LOCATIONS IN THE FIELD A 4"CONCRETE SLAB I I I I 1 1 4"CONCR ETE SLAB o I I I W/10 MIL POLY UNDER I I I 1 1 1 Wl 10 MIL IDLY UNDER I I I b o ti I II II I I II II I F � � ♦F i II 11 I I 11 11 --------------J1 1 I L L-----J I I :._ I L———————-—————� I I L -- — —:J I -- ------------ I---------- 32x6 HDR. 32x6HDR. - - 3-2x8BEAM 8'CONCRETE FOUNDATK)N A ' WALLS Wl8'x 20"CONC. ANAV FOOTINGS TO 4V'BELOW GRADE AZ d'-6' 6'40' 8'-0' S'-0" 810" 1 ROOF FRAMING PLAN FOUNDATION PLAN �,AOF/dAS NOTES: o ERiC J. 1.) ALL ROOF RAFTERS TO BE 2 x 10's CEDERHOIM UNLESS OTHERWISE NOTED STRUCTURAL 38962 2.) USE SIMPSON H2.5A HURRICANE CLIPS " P1O' AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEILAYOUT Wi OWNERS TYP. ROOF CONST. -2 x 8 ROOF RAFTERS @ 16"o.c. -518"PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES 12 -15LB.FELT PAPER EXIST NAILING SCHEDULE -R49 SPRAY FOAM INSULATION SIMPSON H 2.5A HURRICANE CLIPS SIMPSON LSU26 - 110 MPH EXPOSURE B WIND ZONE AT ALL RAFTER ENDS SKEWED HANGERS -ICEIWATER SHIELD AT BOTTOM JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 3'0"OF ROOF 6.12" INSTALL SB"ANCHOR BOLTS AT 24"o.c.MAX. -PROP-A VENT BETWEEN RAFTERS ROOF FRAMING: FROM END Wl SIMPSON BPS 58-3 BEARING PLATES -WIND WASH BARRIER BETWEEN RAFTERS MATCH 2x 10 LEDG W! BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-100 EACH END PLACE BOLTS WITHIN 6"-IS'OF EACH -ALUMINUM DRIP EDGE (2)TIMBERL K OF PLATE CORNER AND TO A 8"MINIMUM DEPTH EXIST. SCREWS RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END STUD WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d - 5-16d AT JOINTS ---------- ' _- STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. F ---- TOP OF PLATE HEADER TO HEADER(FACE NAILED) 16d 16d 16'o.c.ALONG EDGES El FLOOR FRAMING. zLu24"o.c. 5W FIRECODE JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST �5 I TYP WALL CONST TYPE•X'GYPSUM BLOCKING TO JCISTS(TOE NAILED) 2-8d 2-10d EACH END . . U BOARD BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3160 4-160 EACH BLOCK LL O I d 1.2 x 6 STUDS Q 16"o.c. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILEDI 316d 4-16d EACH JOIST I N 2 12"PLYWOOD SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3-8d 31 Od PER JOIST 3.S"(R=20)GATT.INSULATION BAND JOIST TO JOIST(END NAILED) 3-16d 4-16d PER JOIST 4.12"GYPSUM BOARD F BATH BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 d 316d PER FOOT 5.W.C.SHINGLE SIDING P.T.2 x 6 SILL "CONIC.SLAB Wl S.TYPAR VAPOR BARRIER W/SEA 10 MIL POLY UNDER ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) TOP OF FOUND. RAFTERS OR TRUSSES SPACED UP TO 19'o.c. 8d 10d 6"EDGERi FIELD RAFTERS OR TRUSSES SPACEDOVER 16'o.c 8d 10d 4"EDGEW FIE LID GABLE END WALL RAKE OR RAKE TRUSS W10 OVERHANG 8d 10d W EDGE16"FIELD GABLE END WALL RAKE OR RAKE TRUSS 8d 10d 6"EDGElu FIELD P.T.2x 6 SILL Wl SEALER 7'DEEP 8 4" Rio RIDGID W/STRUCTVRAL OUTLODKER3 5 WIDE NOTCH IN GABLE END WALL RAKE OR RAKE TRUSS W!LOOKOUT BLOCKS Sd tOd 4"EDGE/4"FIELD o FOR INSUL. CEILING SHEATHING: z - GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD WALL SHEATHING: RAL PANELS( 8"CONCRETE FOUNDATION STUDS SPACED UP TO 24"O.C. 8d lod J"EDGElIY'FIELD Rzi WALLS W18"x 20"CONC. 1/2'8 25/32"FIBERBOARD PANELS Bd — 3"EDGE r FIELD FOOTINGS TO 4'O"BELOW - 1/2'GYPSUM WALLBOARD 5d COOLERS — 7"EDGE11o"FIELD ANCHOR BOLT DETAIL GRADE FLOOR SHEATHING: SECTION BATH WOOD STRUCTURAL PANELS(PLYWOOD) SCALE:1IZ"=1 -0n A 1"OR LESS THICKNESS 8d 1od &'EDGEl12'FIELD GREATER THAN 1'THICKNESS 10d 16d 6"EDGE16'FTELD THE E!01 RaH?LIBENOTIFAR IF<AY NEW E M P LOYY E BATH ADDITION FOR. STRUCTURAL: SCALE : DRAWING NO.: COTUIT BAY DESIGN, LLCERRORSOR06955OYSPREFC"VRON THESE ORAWVlGSPRIOR iD START OF CO"LBERE PN.TEE FORTGCON-Ef T1/4" _ 1"-0"" 43 BREWSTER ROAD NT ESE MS N GS FORTES CTIGH T lv/ N THESE DR;�J.AGS ff CWlSTRUCYION MASHPEE MA. 02649 THUECcwmD.CESNtiHOUiNOTILVFOit EJ JAXTI M E R BUILDER, INC. DATE : �� DES"GNER OF JJIY ERRORS OR OMISSIONS. " THESEO3AwulGSARE S iOTFORTHEUSE PH. (508 274-1166 THESE TEE RA ER SREQ REQUIRES TXERUSEOF THESE DRAF7HE ESIM R THE IND= JTTEN' 3�3�2020 FAX(50 ) 539-9402 ACONS RCHF CTTL'RN CPQRI M aoTEC71W 48 ROSARY LANE HYANN IS, MA A 3c-a• • Exlsr.(12� MATCH 12 EXIST. (� w TOP OF PLATE X EXISTING W WORKSHOP EIE] ED TOP OF SLAB F r WEST ELEVATION VELUX X VSC01 SKYLIGHT U NEW ASPHALT ROOF SHINGLES TO MATCH EXISTING `4 WOME� C40VEENTR � L EN'S ANDERSE L J BATH B NTH A21 — - NEW PVC 1 x 8 FASCIA,FRIEZE, F. TEMPERE i &SOFFIT BOARDS - -d 4"GONG SLAB STOR. " IN. ATGRADE 'P N 21- TOP OF PLATE A ❑ ❑ ❑ ❑ ❑ ❑ as as o0 2'-1". � R . 4'-6' 6'-0' B'A' 6-T 8'-0' 4'-0' q . FLOOR PLAN LEGEND: TOP OF SLAB a a a O EXISTING WALLS CONSTRUCTION TO BE REMOVED NORTH ELEVATION NEWFl ORE DO SOLID CORE DOROS GENERAL NOTES: NEW CONSTRUCTION 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS&DIMENSIONS IN THE FIELD 6LMATCH2.) CONTRACTOR TO VERIFY ALL INTERIOR&EXTERIOR MATERIALS, DETAILS,&FINISHES IN THE FIELD. NEW PVC x8 RAKE BOARDS 3.) WINDOWIDOOR ROUGH OPENING HEIGHT TO BE 7'0"ABOVE SUBFLOOR W 1 x 3 DRIP BOARDS 4.) ALL CONSTRUCTION TO CONFORM TO 780 CMR MASSACHUSETTS STATE BUILDING CODE,9TH EDITION ,AOF A14s� AMENDMENTS&IBC2015AEBC2015 TOP OF PLATE =0 3. 5.) 120 MPH EXPOSURE B WIND ZONE 0 ERIC .I. 0 CEOERHDLM A 6.) ALL NEW SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY,OR HORIZONTALLY W/ ❑ ❑ NEWPVC Ix6CORNERBOARDS 00 sTaucT.� � BLOCKING AT EDGES,3'EDGE/12'FIELD NAILING o NO. 3eyez NEW W.C.SHINGLE SIDING 7.) ALL LVL LUMBER/BEAMS TO BE 1.9e U480 LOAD 5"TO WEATHER 8.) FOLLOWALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF ALL SIMPSON COMPONENTS a ti 9.) ALL CONCRETE USED FOR FOUNDATION WALLS,FOOTINGS&SLABS TO BE 3000 PSI a 10.) VERIFY ALL PLUMBING&ELECTRICAL DETAILS W1 OWNERS ON THE SITE DURING FRAMING CONSTRUCTION 11.) TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO.2 GRADE EAST ELEVATION 12.) INSTALL WINDOWS&.DOORS PER MANUFACTURER'S INSTALLATION INSTRCUTIONS TOP OFSLAs 13.) ALL EXTERIOR TRIM TO BE PAINTED&ALL JOINTS/NAIL HOLES SEALED. THE DESIGNER SHALL BE NOWIE0 IF AVR STRUCTURAL:S OR SCALE : DRAWING NO. COTUIT BAY DESIGN, LLCCOISTRUCTKN HE BJOafOCONTRACTOP NEW EMPLOYEE BATH ADDITION FOR: TF:ESE DPAwtNSSPRpN.TO START OF 43 BREWSTER ROAD WLLHERESPGId56lE FOR THE ON ENT 1/4" = 1'-0'p ad THESE ORAMOS IF CONSTRUCTION ING T MASHPEE MA. 02649 CHESIEHCE:wGSARESOLELYFOR EJ JAXTIMER BUILDER, INC. - DATE : IA1 OESI1 NER OF My ERRORS OR OMISSIOtis. I ,HESE O OWNER NOTED ARE SCLELR FOR THE USE PH. (508 274-1166 OF SE RAWINGOTEDAHV OTHER USE OF FAX 50 539-9402 THESEDr OF-,HSFEQU�E LINCCA.ITTEN ( ) THE CGNSEViOF iHECESIGI:RU D F�E 48 ROSARY LANE HYAN N I S MA 3/312020 nRCNITECTUP.AL CCP'dP.IGHT PROTECTION ACT OF I3W 1 EXISTING WORKSHOP INSTALL WATER 8 DRAIN LINES PRIOR TO SLAB INSTALLATION VERIFY LOCATMS IN THE FIELD O O I II II ( i II II ICE I I I 4"CONCRETE SLAB I I ( I I (4-CONCF SLAB I I I c I I I W110 MIL POLY UNDER I I I I I I W110 MIL LY UNDERcl I I I b o F I II II I I II II I F II II I I II II i L———— -J I I I I L-----J L——————————---) I I L�w -- ---CONC--------- L--------- 32x6HDR. 32x8BEAM 32x6HDR. 8" RETE FOUNDATION A WALLS W/8•x 2('CONC. A AZ FOOTINGS TO 47 BELOW GRADE AZ ROOF FRAMING PLAN FOUNDATION PLAN OF As NOTES: o ERIC J. 1.) ALL ROOF RAFTERS TO BE 2 x 19s 0 CEOEBnoLbA UNLESS OTHERWISE NOTED STR1k:T�'�L m 2.) USE SIMPSON H2.5A HURRICANE CLIPS P1O' 38962 AT ALL RAFTERS ENDS 3.)VERIFY GUTTER TYPEILAYOUT Wl OWNERS TYP. ROOF CONST. -2 x 8 ROOF RAFTERS Q i6'o.c. -5l8"PLYWOOD ROOF SHEATHING -ASPHALT ROOF SHINGLES -1SLB.FELT PAPER 12 EXIS NAILING SCHEDULE -R49 SPRAY FOAM INSULATION T ATALL AFTER HURRICANE CLIPS SIMPSON LSU26 110 MPH EXPOSURE B WIND ZONE IC ALL RAFTER ENDS SKEWED HANGERS -NO" ICE/WATER SHIELD AT BOTTOM JOINT DESCRIPTION NO.OF COMMON NAILS NO.OF BOX NAILS NAIL SPACING 3'0"OF ROOF 6-12' INSTALL SWANCHOR BOLTS AT 24"o.c.MAX. -PROP-A VENT BETWEEN RAFTERS ROOF FRAMING: FROM END W/SIMPSON BPS 5.19-3 BEARING PLATES -WIND WASH BARRIER BETWEEN RAFTERS MATCH 2x 10 LEOG W1 BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END OF PLATE PLACE BOLTS WITHIN 6"-15'OF EACH -ALUMINUM DRIP EDGE EXIST (2)TIMBERL K CORNER AND TO A 8'MINIMUM DEPTH SCREWS RIM BOARD TO RAFTER(END NAILED). 2-16 d 3.16d EACH END STUD WALL FRAMING: TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d - AT JOINTS • STUD TO STUD(FACE NAILED) 2-16 d- 2-16d 24'o.c. 1'----------- ----' TOP OF PLATE I HEADER TO HEADER(FACE NAILED) 16d 16d 16•o.e.ALONG EDGES q .FLOOR FRAMING w I 2a"o.c. 5/8"FIRECODE JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-8d 4-10d PER JOIST �s I TYP.WALL CONST. TYPE•x•GYPSUM BLOCKING TO JCISTS(TOE NAILED) 2.8d 2-10d EACH END a I G BOA BLOCKING TO SILL OR TOP PLR7E(70E NAILED) 316tl 4-16d EACH BLOCK LLO I d 1.2 x 6 STUDS 0 16'o.c. LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3-16d 4-16d EACH JOIST I h 2 12'PLYWOOD SHEATHING JOIST ON LEDGER TO BEAM(TOE NAILED) 3.8d 31 Od PER JOIST 3.S-(R=201 BATT.INSULATION BATH BAND JOIST TO JOIST(END NAILED) 316d 4-16d _ PER JOIST 4.12•GYPSUM BOARD F BAND JOIST TO SILL OR TOP PLATE(TOE NAILEDD 2-16 d 316d PER FOOT 5.W.C.SHINGLE SIDING P.T.2x6SILL •CONC.SLAB W/ 6.TYPAR VAPOR BARRIER W/SEALE 10 MIL POLY UNDER ROOF SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) TOP OF FOUND. RAFTERS OR TRUSSES SPACED UP TO 1S"O.C. 8d 10d 6"EDGEW FIELD RAFTERS OR TRUSSES SPACED OVER 16'o.c. 8d 10d 4"EDGE/4'FIELD GABLE END WALL RAKE OR RAKE TRUSS W/O OVERHANG 8d 10d 6"EDGEW FIELD GABLE END WAU_RAKE OR RAKE TRUSS 8d 10d 5'EDGEf6"FIELD P.T.2 x 6 SILL W/SEALER I 7'DEEP 6 4° R10 RIDGID W/STRUCTURAL OUTLOOKERS q� "9DE NOTCH INSULATION GABLE END WALL RAKE OR RAKE TRUSS Wf LOOKOUT BLOCKS 8d lDd 4"EDGF/4'FIELD FOR INSUL. CEILING SHEATHING: z GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD - WALL SHEATHING: L W CONCRETE FOUNDATION STUDS SPACED UP TO 24"O.C. 8d 10d 3"EDGEf1Y'FIELD WALLS Wf 8'x 20"CONC: 1/2'd 2513T FIBERBOARD PANELS 8d — T'EDGEW FIELD FOOTINGS TO VD"BELOW 1/2"GYPSUM WALLBOARD 5d COOLERS — T'EDGE/10"FIELD ANCHOR BOLT DETAIL GRADE BATH FLOOR SHEATHING: WOOD STRUCTURAL PANELS(PLYWOOD) SCALE:1/2"=1�-O�• A SECTION `/(j�J V 1'OR LESS THICKNESS 8d 10d 6"EDGE/12"FIELD AL GREATER THAN I'THICKNESS 10d 16d 6"EDGEW FIELD T,EEDR--RSHALLOR NOTITO STAG FANY NEW EMPLOYYE BATH ADDITION FOR. STRUCTURAL: SCALE DRAWING NO. COTUIT BAY DESIGN, LLC ERRORSOT0 TH0ISAREFOCONTR THEES... ..- TO START OF ML OERESPO.THE aFOR TN c ON-ETI ioP 1/4" = 1�-0" 43 BREWSTER ROAD NT ESE ORX hSBLE FORTHECON'E� M.mENl DRnAlTh TCOTIFYlNCTxE MASHPEE MA. D2649 TH ,.,ASN,,HOUTNOLE,,FOTK EJ JAXTIMER BUILDER, INC. DATE : A2 DESIGNER OF MY ERRORS OR OMISSI0i6. I THESE 0-1ENVSTE —OTFOR THEUSE PH. (508 274-1166 TOF.ESE OxNER NOTED4Nv0THER ITTEN _ ( RANCHITERAVNlGSREDUP.ESTHEN8ITTEN 48 ROSARY LANE HYANNIS MA 3/3/2020 FAX 50 539-9402 COWZITT OF THE DESIGNER UNDER-HE .d1NECTURAL CCP'(R14HT PROTECTION ACT OF IM,