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0265 SEAPUIT RIVER ROAD
�� sue,p�:.-� /�;�ner Rd i �,�_.y>��,..r..».-w�...+.yr.�r+�r+�rr�` w 1W�"��i"w„+w..�• � ....---ar" ..`>4AF �M, ����e �. `•�— PROJECT NAME: ( T07 ADDRESS: SLGZ a I V 2` -,--Rd 0 41 PERMIT# '. PERMIT DATE:— I -o D I !/ M/P: D S DD D D i LARGE ROLLED PLANS ARE IN: BOX S-� SLOT a— Data entered in MAPS program on:. BY: q/wpfiles/forms/archive i PROJECT NAME: �h ADDRESS: PERMIT# PERMIT DATE: 3D o�z M/P: 0S-Ijooq loal LARGE ROLLED PLANS ARE IN: BOX (OS SLOT Data entered in MAPS program on:. BY: q/wpfiles/forms/archive TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 61; Parc I �'00 ` Application # Health Division Date Issued 3 l' Conservation Division Application Fee h Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation/Hyannis C Project Street Address 'Z G 5f A Py►'T I L)4,(�. e-D Village VS fe,f U I� Owner ' 1 NUJ 2c�1 yV 1 L` ,I� S Address Telephone pp Permit Request 10 N 5- LL. a w 1 Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plairi Groundwater Overlay Project Valuation 1!006 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: ❑Oes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other _ a c w Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) _ Number of Baths: Full: existing new Half: existing in Number of Bedrooms: existing —new E-*, Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: �Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ 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) Telephone Name ►A T Number n GG Address License # C S ��-I 51�►5 67.G(�� Home Improvement Contractor# 146113 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Y SIGNATURE DATE ` I � I f - FOR OFFICIAL USE ONLY APPLICATION# 5 . DATE ISSUED MAPJ PARCEL NO. ` ty '! ADDRESS. VILLAGE S OWNER DATE OF INSPECTION: t FOUNDATION PbqL, . FRAME INSULATIONi �:.:.Y Z FIREPLACE ELECTRICAL: ROUGH FINAL r PLUMBING: ROUGH FINAL � • GAS:-,;.Hx_ FINAL ,ROUGH � 1= 'Y� �F° . f FINAL B,UILD,INGk s11 411 Q / I& DATE CLOSED OUT ` t ASSOCIATION PLAN NO. z The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations ' 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information �� Please Print Legibly Name(Business/Organization/Individual): (/QL9 �/ ffOG/A1�f - /pp� �yis/</✓ Address: //o /fgeY `,rVe ; l//v,l City/State/Zip: 1111Ay4iis /IA ZW Phone#: �/7/ Are you an employer?Check the appropriate box: _ Type of project(required): 1. I am a em to er with to 4. ❑ I am a general contractor and I P Y 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. ❑ Remodeling ship and have no employees These sub-contractors have g. ❑ Demolition workingfor me in an capacity. employees and have workers' Y P h'� 9. ❑ Building addition [No workers' comp. insurance comp. insurance.: required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions 3.❑ 1 am a homeowner doing all work officers have exercised their 11.0 Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.0 Other comp. insurance required.] *Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: wCf/ �Z�U�/ a / Expiration Date: 1 1l` /l Job Site Address: CGS J;p riiT /Sr i'E'e ' `9p City/State/Zip: U>'TG7Zv�C� /*- 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 painsandpenalties of perjury that the information provided above is true and correct. Signature: L Date: ZZ Phone#: fVy Official use only. Do not write in this area,to be completed by city or town official City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: ACOR, a CERTIFICATE OF LIABILITY INSURANCE DATE(MM/DD/YYYY) t 0910712010 PRODUCER (508)393-7744 FAX (508)393-6983 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Eastern Insurance Group LLC - Main ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR PO Box 1129 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. 155E Otis Street Northborough, MA 01532 INSURERS AFFORDING COVERAGE NAIC# INSURED Viola Associates Inc. INSURER A: Acadia Insurance Company 31325 P.O. Box 389 INSURERB: Centerville, MA 02632-0389 INSURERC: INSURER D: INSURER E: COVERAGES 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADD'L TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR NSR DATE MM/DD/YYYY DATE MM/DD/YYYY GENERAL LIABILITY CPA0217962-13 0412912010 0412912011 EACH OCCURRENCE $ 1,000,000 AMAGE ToX RE ED COMMERCIAL GENERAL LIABILITY PREM SES Ea occur ence $ 300,00( CLAIMS MADE FX OCCUR MED EXP(Any one person) $ 15,00( A PERSONAL&ADV INJURY $ 1,000,00( GENERAL AGGREGATE $ 2,000,00( GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG $ 2,000,004 POLICY X PRO- LOC JECT AUTOMOBILE LIABILITY MAA0217963-13 0412912010 0412912011 COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ 1,000,000 ALL OWNED AUTOS BODILY INJURY $ X SCHEDULED AUTOS (Per person) A X HIRED AUTOS BODILY INJURY $ X NON-OWNED AUTOS (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ WORKERS COMPENSATION WCA0218000-13 0412912010 0412912011 X AND EMPLOYERS'LIABILITY TORY LIMITS ER ANY PROPRIETOR/PARTNER/EXECUTIVE —] E.L.EACH ACCIDENT $ 500,00 A OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE $ 500,00 If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ 500,O0 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 20 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR Town of Barnstable REPRESENTATIVES. 200 Main Street AUTHORIZED REPRESENTATIVE Ryinnis, MA 02601 Francis Kittredge (EO)/CLUl ACORD 25(2009/01) ©1988-2009 ACORD CORPORATION. All rights reserved. The ACORD name and logo are registered marks of ACORD 1 OF� , BABN3rABI E Town_ of Barnstable. Regulatory Services Thomas F.Geiler,Director Building-Division Thomas.Perry,CBO Building Commissioner 200-Main-Street;-Hyannis,—MA-02601-- www.town.ba rnsta ble.ma.us Office: 508-862-4038 = Fax: 508-790-6230 Property. Owner Must Complete. and Sign This Section If Using A-Builder 1. 4411, l AV14Kdoyf - - _... ..__...__.........._.. _ --------- - .... --- —as Owner—oE the subject property - hereby authorize U10LA /7 ffOG/4r-f to act on my behalf, in all matters relative to work authorized by this building permit application.for: (Address of Job) Signature of Owner Date 1c F-Nf _.:.....Erint.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.0utlook\DDV87AAZ\EXPRESS.doc Revised 072110 I e w N I 'v In in IJ �it¢ L/ �o��✓ GG�IGGC/ZCIbCGl4 ! .. y.� 1 = V _ i ;M C .f � Office of Consumer AffiP rs&� iiness•Regina(ion I}icense or registration valid for mdrvidul Use only I"� � � � t �4 OME IMPROVEMENT CO�f T tACTblt befdre the expiration date If fotrndccet,�YiY o t, o ;• Office of Consfimer a.f:Hrs and Business Rep ation r#• v �. x , Registra;on146436 - - 10 Yark Plaza-Stiite 5170 >e r > w Expiration-4L-2-6I2011 " Boston,MA 02116 n i7r = 3 (V GYp=e Supplemt Card 4 ( .f� Z , - VIOLA ASSOCIATE= � � o N 2 0 MACLACH U W Q JOHN d >, g � P,O.:BOX 389 � � Z w CENERVILLE,MA'02832�`"� a o c V Q Q pQp UnderseFrctary. Not valid without signature O 7t - = CL I� r a HOME f 0 HOT TUB CODERS ACCESSORIESAi - r - a COMPANY � � ,�`` �� A, r 1 0 CONTACT US 0 DEALER LOCATOR - 9 SUNSTAR COVER COLORS - 11 vinyl hot tub and spa cover colors to match any i nteri or or backyard decor. SUNSTAR HOT TUB COVERS _ __ Ho ver 1n nhanpv hats b oo ver color FOgTAR ®t' -. The Sunstar Hot Tub Cover takes the strength of Virgin Dura Foam cores with an R value of 14.3 and tapers the foam from 4"to 2.5"to allow accumulated water to easily run off. We �\ then strengthen the channel hinge with 20 gauge galvanized steel and add a full length heat seal All I gasket (optional on all hinged covers) with the Antaeus 2000TM' Vapor heat seal for the strongest heat seal in the industry. Sunstar 2 Pound EPS Upgrade Fora minimal up charge you can add to the insulating factor of your spa cover with 2 lb. EPS foam giving you an even higher R value. This is a great option when concerned with the environment and iLNUT rising energy costs. Sunstar Atlas Hot Tub Cover The Atlas hot tub cover is fitted with strong and durable marine grade vinyl constructed with 15001hr tested UV and mildew inhibitors dramatically extending the life of the cover. The Atlas' foam tapers from 5"to 4" giving you an R value of 19.8. All of our hot tub and spa covers come standard with a low profile drain grommet and are ASTM and UL safety classified for your family's protection. Sunstar Atlas spa covers can hold up to 1,000 Ibs of static weight, and are highly recommended for any location with harsh winter climates. [photo 1 [photo 2 - . TOP 20 REASONS TO BUY A SUNSTAR HOT TUB COVER 1) UL Classified Life Saver Pool Fence : Self-Closing, Self-Latching Gate Ing System. P'l s 'r Self-Closing gate uses only the,most proven latch and hinge system. The M a' has been tested to more than 400,00.0 cycles. MAGNA-LATCH gate latches are .n t tally triggered safety devices that have revolutionized the safety, reliability at d tt �r stance of swimming pool, childcare and household gates. e erating principle is brilliantly simple: As the gate swings`shut; a powerful agnet draws a latch bolt from one`housih- 'into the other, latching it amount of shaking pushing or pulling can disengage the latch. The concept- ss ,a �aed it boasts international awards for design excellence. � a"been designed to meet strict international safety codes, including all.codes.` 'imming pool gate safety. The dangerous problem of a gate "resting on the I ;c rye anism appearing to be latched, is eliminated when using,MAGNA-LATCH.: Thr q "reliable latching action means MAGNA-LATCH incurs•nomechanical j est + closure, and so suffers none of the sticking, jamming and sagging problems . _. th 'mechanical' ate latches. 9 t hinges are the latest technology in MT EN I V , Jse erg ate hinges swimming pools, households 9 gp R. a` er safety $ate p lications. dd ' ecionmhinges are In' t - olded from a special, ffav o gs refo ced polymers, which-means they never rust, a log 1 :rust-free performance of TRU-CLOSE uble the life expectancy of any comparable ` x e ns.l ao f +pis made of high-grade stainless steel to .A S losure-and long life, eve' n,in the harshest- Y nts. 1 �l ed.adjustor within most TRU-CLOSE hinges allows instant,_incremental MMI, my a screwdriver. Quick and easy! This clever adjustment feature http://www.poolfence.com/gate.htm (1 of 2) (9/19/2008 2:20:57 PM] Life Saver Pool Fence : Self-Closing,Self-Latching Gate ove(ca they typical ng fatigue problems associated with fixed-tension gate hinges. RU-CLOSE hinges have�been independently tested to comply with a range of International safety tandards, especially thflse relating to pool fences and gates. The hinges are designed to outperform all comparable gate closing devices. They are the only safety hinges offering a lifetime Varranty against rust or corrosion i i O t http://www.poolfence.com/gate.htm(2 of 2) [9/19/2008 2:20:57 PM] i Town of Barnstable &AM � • Growth Management Department BARNSTABLE a� Fps Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommis'sion Jo Anne Miller Buntich,Director i Marylou Fair,Administrative Assistant i { COMMISSION MEMBERS: Laurie Young,Chair NancyClark,Vice Chair I ��r k `I._I 14 DEC22 Pt11:EE, Marilyn Fifield,Clerk George Jessop,AIA Nancy Shoemaker i Len Gobeil Ted Wurzburg BARNSTABLE MAN CLERK Paul Arnold,Alternate i i December 22,2014 i i Re: Intent to Demolish Two Dwellings 265 Seapuit Road,Osterville Map 095, Parcel 004 Sarah A.Turano-Flores, Esquire Nutter, McClennen&Fish, LLP 1471 lyannough Road P 0 Box 1630 c� Hyannis, MA 02601 c` Ann Quirk, Town Clerk ® _� 367 Main Street, Hyannis, MA 02601 y J Thomas Perry, Building Commissioner 200 Main Street, Hyannis MA 02601 q w Pursuant to the attached decision, please be advised that the Barnstable Historical Commission will hold a-public rn hearing on this matter on January 20,2015 at 4:00pm, 367 Main Street, Hyannis,2nd Floor, Selectmen's Conference Room. I This public hearing will be advertised,notices sent to abutters and a noticel form will be posted on the building or other visible site on the property The applicant is responsible for advertising and mailing costs associated with the pubic hearing, i Please contact Marylou Fair at 508.362.4787 or marylou.fair@town.barnstable.ma.us for processing information. Sincerely, Laurie-1K young i Laurie K. Young,Chair I I i i 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(fI)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-862-4782 I I Town of Barnstable om �STA1 Growth Management Department 9`b t679 Barnstable Historical Commission www.town.barnstable.ma.us/historicalcommisision Jo Anne Miller Buntich, Director COMMISSION MEMBERS: I Marylou Fair,Administrative Assistant Laurie Young,Chair Nancy Clark,Vice Chair Marilyn Fifield,Clerk '014 DEC 22 Pm 1;E George Jessop,AIA Nancy Shoemaker Len Gobeil Ted Wurzburg BARN STABLE T VJIN CLERK, Paul Arnold,Alternate I Chapter 112 Historic Properties,Section 112-3 D. DETERMINATION of SIGNIFICANT BUILDING 265 Seapuit Road,Osterville Map 095/Parcel 004 Pursuant to Intent to Demolish TwoiDwelling The Barnstable Historical Commission received a Notice of Intent to Demolish application for this address stamped by the Town Clerk on December 18, 2014. f i These structures, located at 265 Seapuit Road, Osterville are 2 two'story stucco style dwellings built in 1920. They are architecturally important in terms of period and style of the'neighborhood. In accordance with Chapters 112-2 and 112-3(D), Barnstable Historical Commission Chair has determined that this structure is a significant building. i I I I i i t i i 200 Main Street,Hyannis,MA 02601 (o)508-862-4786(f)508-862-4784 367 Main Street,Hyannis,MA 02601 (o)508-862-4678(f)508-8624782 -'9a� F,HRidE�T�1 LE T�7UVP�t:LLF". E��14 I�EC 1� 1=�r14!1,��, Torn of Barnstable Growth Management Department Barnstable Historical Commission www.toomi.bamtable.ma.us/historicalcommissim NOTICE OF INTENT TO DEMOLISH A SIGNIFICANT BUILDING Date of Application lZ�/B f 7� Full Demotion ❑ Partial Demolition Building Address: 265 Seapuit Road Number Street Osterville Assessor's Map# 95 Assessor's Parcel# 4 Village ZIP Property Owner: Nicholas David Samra and Erica Pearson (415) 699-93 .0 Name Phone# 38. West Clay Street Property Owner Mailing Address(if different than building address). San Franc-1 sc o, . rA . 94.1 2.1. Property Owner e-mail address: elpsemail@yahoo.com Sarah A. Turano—Flores, Esq. Contractor/Agent: Nutter, McClennen & Fish LLP 1471 Yyannough Road, P.O. Box 1630 Contractor/Agent Mailing Address: Hya.azlis,, Mn 02601 Contractor/Agent Contact Name and Phone#: Sarah A Turano—Flores (50R_) 790-5477. Name Phoneae Contractor/Agent Contact e-mail address: sturano—flores@nutter.com Detail of Demolition Proposed: The applicants propose the removal of the two historic dwellings on this property, both of which were constructed in 1920. The structure isntt located within any historic districtG_T1- is nnf listed, either individually or as contributing in the National Register o Historic Places. There is no Barnstable Historical Commission Tnventory for the buildingt Type of New Construction Proposed: The nwnerc are in the preliminary design phase of d R—.Inq a Ci nq1 a fermi 1 v reci danljal dwelling and gi}gsthoiEsa_ Provide:information below to assist the Commission in making the required determination.regarding the.status.of.the Builiiing:in accordance with Article 1, § 112 Year built: both constructed in 1920 Additions Year Built: Is the Building listed on the National Register of Historic Places or is the building located in a National Register District? No :a Yes Q Property Owner/Agent Signatt) e May,2014 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Application Health Division Date Issued ' I Conservation Division" Application Fe Planning Dept. Permit Fee a� Date Definitive Plan Approved by Planning Board cop 31L2�2 Historic - OKH Preservation/ Hyannis Project Street Address e Lr Dzc�m Village ���So U.9 Owner tj I�2o's Address Telephone C/o �i . No�63 S .� ��c . ��� 2 g Permit Request Ire(AL S Square feet: 1 st floor: existing 0+' proposed C9 2nd floor: existing proposed �Notal new Zoning District Flood Plain �~ Groundwater Overlay Project Valuation a J 0(9O Construction Type Lot Size 3-o3 Qr-6e5 Grandfathered: U Yes O No' If yes, attach supporting documentation. Dwelling Type:" Single Family & Two Family ❑ Multi-Family (# units) Age of Existing Structure 06 7 4 is Historic House: ❑Yes A-No On Old King's Highway: ❑Yes XNo Basement Type: fig Full drawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 3 6 j Number of Baths: Full: existing :1 Fig new Half: existing new r Number of Bedrooms: 42 existing 0 new � o Total Room Count (not including baths): existing new First Floor Ro Ml Count— Heat Type and Fuel: ❑ Gas AOil ❑ Electric ❑ Other o Central Air: ( LYes ❑ No Fireplaces: Existing New Existing wood/c(bal stove: Q Yej h No CA Detached garage: 5t existing ❑ new size_Pool: SL existing ❑ new size _ Barn: ❑ e .-isting view maize_ Attached garage:kexisting ❑ new size _Shed: P existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes O-No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name -� • Dv��� 5 Telephone Number Address �� 05��JJ . . ( .� License# 5 Home Improvement Contractor# r V 0 z Worker's Compensation # Zm,)e ALL CONSTRUCTION DEBRIS RESULTING.FROM THIS PROJECT WILL BE TAKEN TO 1'u tti4 SIGNATURE DATE V �' / �-- f , z FOR OFFICIAL USE ONLY APPLICATION# DATE•ISSUED r MAP_/PARCEL NO_.•' ADDRESS: . VILLAGE OWNER { 'Y yi DATE OF INSPECTION: 'FOUNDATION FRAME INSULATION_i .: ,S v/0— j � . FIREPLACE ELECTRICAL: ROUGH FINAL s PLUMBING: ROUGH FINAL ROUGH FINAL FINALBUILD.ING DATE CLOSED OUT -. ASSOCIATION PLAN NO. l The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations + d 600 Washington Street Boston,MA 02111 www.mass.gov/dia ' Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LeObly Name(Business/Organization/Individual): . Address: 1 -�q, 6" w e,51 �Y�-rVA 51cl G y colc . City/State/Zip: 651e(-Q G. M.A U Z(,$S Phone.#: cS�S " 4129 — �� 5 Are you an employer? Check the appropriate box: Type of project(required):. Leg I am a employer with 4. ❑ I am a general con tractor and I employees(full and/or part-time).* J have hired the stab-contractors 6. ❑New construction . 2.❑ I am a sole proprietor or partner- listed on the attached sheet. 7. 2Remodeling ship and have no employees These sub-contractors have 8. ❑Demolition working for me in any capacity. employees and have workers' 4 [No workers' comp.insurance comp, insurance. $ 9. Building addition required.] 5. ❑ We are a corporation and its 10.El Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their I 1 ❑Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12.0 Roof repairs insurance required.]t c. 152, §1(4), and we have no employees. [No workers'.o-' 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 far my employees. Below is.the policy and job site information. " Insurance Company Name: C-� 0. -� VSep ret, -S-R, Policy#or Self-ins. Lic.#: 3 2 Z3 Z Expiration Date: 0 3 Zo Z lob Site Address: �Jb "�'� �d City/State/Zip: �1��! P V l G{► Z�s S 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 and penalties of perjury th the i formation provided above is true and correct. Si ature Date: �Z LZOI Z Phone#: Official use only. Do not write in this area, to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): .1.Board of Health 2.Building Department 3. City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: Client#: 646400 2NORRiSEB DATE(MM/DD/YYYY) ACOW., CERTIFICATE OF LIABILITY INSURANCE 1 05110/2011 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 HONE Exf:508 775-1620 FAX No: 5087781218 Agency E-MAIL 973 lyannough Rd., PO Box 1990 ADDRESS: INSURER(S)AFFORDING COVERAGE NAIC 1? Hyannis, MA 02601 INSURER A:Acadia Insurance INSURED I INSURER B: E. B.. Norris &Son., Inc. 138 Osterville-West Barnstable Road INSURER C: Osterville, MA 02655 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, TEP.N) OR CONDITION OF ANY CONTRACTOR OTHER, DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP LTR TYPE OF INSURANCE INSR WVD POLICY NUMBER MMIDD/YYYY MM/DDIYI'YY , LIMITS A GENERAL LIABILITY I BINDER322326 5/03/2011 05/03/2012'EACH OCCURRENCE si 000000 X COMMERCIAL GENERAL LIABILITY PREMIS DAAAAGiSTOEa RENTEDoccurrenceI s 25O 000 CLAIMS-MADE 7 OCCUR MED EXP(Any one person) I S 5,000 PERSONAL 8 ADV INJURY $1,000,000 GENERAL AGGREGATE 52,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OP AGG s 2,000,000 POLICY JE O LOC S A AUTOMOBILE LIABILITY BINDER322325 5/03/2011 05/03/2012! EOalacBcIE ideDi51NGLE LIMIT S ANY AUTO BODILY INJURY(Per person) S1�000,000 ALL OWNED X SCHEDULED BODILY INJURY(Per accident) S1,000 000 AUTOS AUTOS r Ix HIRED AUTOS X NON-OWNED PROPERTY DAMAGE SSOO,000 AUTOS , Per accident s A X UMBRELLA LIAB OCCUR BINDER322328 5/03/2011 05/03/20121 EACH OCCURRENCE s10,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE S1 0,000,000 DED I X I RETENTION SO S WORKERS COMPENSATION Y/N I WC STATU- OTH- A AND EMPLOYERS'LIABILITY BINDER322327 5/03/2011 05/03/2012 X , LIMITS EI ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT s500 000 OFFICERWEMBEP.EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms, conditions, exclusions, other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived, or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S80658/M80657 LS1 0 ffi c,—Tot�o ens num—epr"Afavier as A Vs i n e Ass Jeag lu a"jo n License or registration valid for individul use only in HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: P1 Registration: _--102014 Type: Office of Consumer Affairs and Business Regulation Expiration: 6/30/2012 Private Corporation 10 Park Plaza-Suite 5170 ...... Boston,MA 02116 EST B. NORRIS--f&SQN--1NC-. Craig Ashworth 138 Osterville W. Barrigtablie--r-d'." Osterville, MA 02655 Undersecretary Not valid without signature -7 C17 Department of Public Saretv Board of'Buildin- Re"LlIlltiOlIS jill(l Stillitlill-' (Is Construction Supervisor License License: CS 15851 CRAIG N-ASHWQRTH 138 OST WBARNSTABLE OSTERVILLE' A-02655, Expiration: 9/28/2013 Tr#: 522 Town of Barnstab p: Rent®ry Services L YARIc"TA2LY'y a s Thomas F.{moiler,Diredor Bud i3U9 DiTision Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 wWw.t o ern,b am st ab l e:m a.us Office: 508-862-403 8 Fax: 5 08-790-62 3 0 PrOPerty Owner bust Complete and Sign This Section If Using A Builder I, M-C--4re-.C1VL as Owner of the subject property hereby authorize to act onn' r behalf 9 iu all matters relative to ork authorized byehis biulding pew apPlicztion for . 40 (Address of job) - Situ.! .t Q-�er J —� Ddu . Pnint Name 0TOP 5:0 s'N�TLPEF�MI53ION br TOWN�A BAR STABLE ILDING PERMIT APPLICATION ©0 �! ', Map Parcel Application #(9 Health Division Date Issued Conservation Division Application Fe i Planning'Dept. Permit Fee. Y' . Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis Project Street Address Village Owner !Ja'� tre[��"` �`1 Address --2 Telephone C-% �,� o L) ram, LS Sob ZO - /I —I Permit Request t z2 5 6_5 d d� �� ILZ:flt 7z 0s' � o f Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new F Zoning District Flood Plain Groundwater Overlay®I y C) Project Valuation rC� C�� Construction Type ����--2 V o g 3 Ae se 5 Grandfathered: ❑ Yes o If es, att c.su o a documentation. Lot Size �-Al y pp rf19 Dwelling Type: Single Family Ek Two Family ❑ Multi-Family (# units) ? Age of�xisting Structure Historic House: ElYes P%o On Old King Highway: ❑ 'es O-No C Baseme t Type: ❑ Full ❑ Crawl ❑Walkout 0Other Basement Finished Area (sq.ft.) ,1 Basement Unfinished Area (sq.ft) Number of Baths: Full: existing /" new Half: existing NIA new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage:J4 existing ❑ new size _Shed: 0 existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ANo If yes, site plan review# Current Use �iT� Q Proposed Use � O APPLICANT INFORMATION (BUILDER OR HOMEOWNER) t/Name O ���� t � - '—k G® ///Telephone Number 56 7 Z� ^` I 15 Address 13� C} J sf�je �� 6 r License.# 0224 SS Home Improvement Contractor# T- Worker's Compensation # 1 2-3 Z I ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Pt v\_0� 141 SIGNATURE DATE l l Z- i� FOR OFFICIAL USE ONLY - APPLICATION# -DATE ISSUED I MAP 7 PARCEL NO. ADDRESS VILLAGE i OWNER ^ DATE OF INSPECTION: FOUNDATION FRAME S G JL? $ ' INSULATION y FIREPLACE -' r ELECTRICAL: ROUGH FINAL "Y f PLUMBING: ROUGH FINAL ' I GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO -.`� ` The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations w d 600 Washington Street Boston,MA 02111 M www.mass,gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information A , Please Print Legibly Name(Business/Organization/Individual): . Iv .t S `r►� e j •Address: City/State/Zip: d l�p I� l OZ SS Phone..#: 56 Are you an employer?Check the appropriate bos: -Type of project(required):. I am a emplo 4. I am a general contractor and I 6. ❑New construction 1. yer with ❑: . ' employees(full and/or part-time).* ; . ' have hired the sub-contractors 2.❑ I am a'sole proprietor or partner- lihsted orti bcthe'attached sheet. 7. ❑Remodeling These sub- ontractors have 8 ship and have no employees • ❑Demolition , workingfor me in an capacity. employees and have workers' Y P tY• t• 9. 5&Building addition [No,workers'comp.insurance comp.insurance. required] 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions officers have exercised their 11;. Plumbin repairs or additions 3.❑ I am a homeowner doing all work ❑ . g. P myself. [No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]a.t - c. 152,§1(4),and we have no employees. [No workers 13.00ther ,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 sbowing the name of the subcontractors 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: Aco_�'L&_ J-VkS L>_CC_^C.Q Policy#.or Self-ins.Lic.#: 3 2 Z- Z Expiration Date: / des .Q� Os(�6�� e b�A I p26SS. Job Site Address: a�(�5 ��� City/State/Zip: , Attach a copy of the workers' compensation policy declaration page'(showing the policy number and expiration date). Failure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains-and penalties of perjury thg.Pthe i ormation provided above is tr a anfd correct. Si 2 afore 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 Authority(circle one): A.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: P Client#-646400 2NORRISEB UA I E(M MN UIYYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 05/15/2012 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), PHODUCEH CONTACT NAME: Dowling&O'Neil PHONE 508 775-1620 FAX 5087781218 (A/C,Nu,EAO: (AIC,Nu): Insurance Agency E-MAIL ADDRESS: 973 lyannough Rd., PO BOX 1990 INSURERS)AFFORDING COVERAGE NAIC 8 Hyannis,MA 02601 INSUHEHA:Acadia Insurance INSURED INSURERS: E.B. Norris&Son.,Inc. INSUKEK C 138 Ostervilla-West Barnstable Road INSURER D: Osterville, MA 02655 INSUNEK 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 TYPE OF INSURANCE ADD UHN POLICY EFF POLICY Ex LIK INSR VVVD POLICY NUMBER (MM1uU1YYYY) (MM/uu/YYYY) LIMITS A GENERALUA131LIIY BINDER338665 D510312012 05/03/201 FACHOC(d1HHFNCF $1 000000 X COMMERCIAL GENERAL LIABILITY I FtFmm 7FR nrmrm.nrr. $250 000 (A AIM*,;-MAI)F n 000AM MFI)FXP(Any nnr.prrnnn) $5,0DU FFK ONAJ P.AIIV IN.It1HY $1 000 000 GENERAL AGGREGATE $2,000,000 GFN'I A66HI-GAIF I IMII APPI IF',;PFH: FROIJUCIS-COMP/CIP AGCi $2,000,000 F—IrOLICY 7 PK() LOC $ AU I OMOBILE LIAtlILI I Y C()MHINFI):;INCH F I IMI I (En ncuJnnl) $ ANY AUTO BODILY INJURY(f nl utvuvn) $ ALL OWNED SCHEDULED HOI)II Y INAIKY(Pr namirnt) $ All I OS At 110,; NC)N-OWNFI) PH0PFK IY IIAMAG1 $ HIRED AUTOS At1IO(; I'w euuidenl $ UMHHELLA UA13 OCCUR FACH 0('CAIHKFN(;F $ EXCESS LIAR HCLAIMS-MADE AGGREGATE $ DED RETENTION $ A AND EMP3 YERS'LIAILII BINDER338666 5/03/2012 05/03/201 X 10HY A1mil;^, FHH ANU EMPLOYERS'LIAtlILIIY ANY PH()PHIF I OHMAH I NFWFXF(;IIIIVI-Y/M E.L.EACH ACCIDENT $500000 OFFICEn/MEMBER EXCLUDED? N/A (Mandntory In NH) F.I.NIRFARF-FA FMPI OYFF $500 000 If yns,dneciiLu undw OF;CHIP I ON OF OFF KAI ION:;nrinw E.L.DISEASE-POLICY LIMIT $500,000 UESCHIP I ION OF OPEHA I IONS/LOCA I IONS/VEHICLES(AtLich ACOKU 101,Addltlonal Hamarlm Schadula,If mora space Is raqulrad) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AU I�H�O•WLEDgHyEPNESEN I A I IV�E/'� @ 1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #896106/M96105 LS1 f Ya • �le"I`' - ti�` ';�`: .,�'L �;:'!r l�fy y ♦7• b•.�i��E_%'r'-J_ . T*r, aLal Tom Perry Duii�i1g Lons;_ner rj��Yc"nv� 02601 c o 6 0,3 COMI �r - e�t 4 a lalsa w f e Uk- C `� ; 0r crGl I,C L Gnu iy er�b1 aL G_=e Ls L rt, r 0 r ni l0ji � L� �•' �.i .1rt LJ Y [� 2_ `7GC1 Dy iit ding pe i t���`2a, 011?O". - ' ,I 0' j f C,.---� . 'JtvTi='L'r.G G.'. F_r /-'I A 0 fr'�� lam► �� L CA.13 _ t � .r-- . ..�. _ �.-�$'�.. �- — -r �' - — CN r , Office of Consumer Affairs and Business Regulation 10 Park Plaza - Suite 5170 Boston, Massachusetts 02116 Home Improvement Contractor Registration Registration: 102014 Type: Private Corporation Expiration: 6/30/2014 Tr# 223290 ERNEST B. NORRIS & SON INC Craig Ashworth 138 Osterville W. Barnstable rd. Osterville, MA 02655 :e Update Address and return card.Mark reason for change. Address Renewal n Employment Lost Card SCA 1 0 20M-05/11 U/rcnriar�co�uveuCt/r.a�P/ll�ra�ac/craetf License or registration valid for individul use only _Office of Consumer Affairs&Business Regulation before the expiration date. If found return to: ;--- OME IMPROVEMENT CONTRACTOR Office of Consumer Affairs and Business Regulation registration: 102014 Type: "- F Private Cor .oratior• 10 Park Plaza-Suite 5170 xpiration: 6/30/2014 p Boston,MA 02116 ERNEST B. NORRIS&SON INC. Craig Ashworth 138 Osterville W. Barnstable rd No valid without signature Osterville, MA 02655 Undersecretary t . 1I 'rVF -�r'i � r ]..}. .n'-�--i'.t f_ .r>�r-4y pra::. i, -� ._ _-1, r�, '�F _ t�c�_.•--II —•'r= '-�-�"- t - —��1 r ' ;.y._... =S -, _..•-- .. 7 .l � � � �- i :. �s� —.'5::;Imo.. �`.-7 �� '� .. i — �Y � _ - Massachusetts- Department of Public Safeh Board of Building; Regulations and Standards \ Construction Supervisor License License: CS 15851 CRAIG N"ASHVNORTH q ;,138 OST�W IBARNSTABLE BSTERVILL'E'MA402655 Expiration: 9/28/2013 � (•ummissiuner Tr#: 522 Now / ♦ � ♦♦♦ LOT 1 B � 483 PAGE 72 MAP 061 �' PARCEL 4-001 ♦♦` 's ♦`♦ CS�I fND: PLAN BOOK //. PLC PL No. 15354-120 ♦♦�'�♦♦ LOT 163 \ 4k \ P65 SEAPUIT RIVER ROAD \ TOTAL PARCEL AREA: \ N i = — 4.83 ACRES BARNST ASSESSOR RECORDS) S) � _.-.. (� ABLE - ----- ♦ de � ' oe CS,1314 �+D �,� - �►sn,�,C Foy y<�, • o�, �o �� A]Jlgy�F, lg/I ♦ • A / do Q < •8: N '2040' LAW0 81-r " w ON, /,/ � ��yy 1 '� U T8.00' N45'09 2YW i 5 Or ww+ 9iQ Q� LOT 1 64 G� 3 LC PL Na 15354-120 N/F �I` j, �ry STEVEN C. KLETJAN I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNI IN COMPLIANCE WITH THE APPLICABLE BARNSTABLE ZONING DISTRICT --- A&00% w- 2 MA1=1% iu QVI ATIM TO THE MONUMENTS SH TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map d 6 1 Parcel 400`T ,q ® 'Application Health Division Date Issued' Conservation Division Application Fee Tax Collector Permit Fee G' Treasurer Planning Dept. r Date Definitive Plan Approved by Planning Board Historic-OKH A'14 Preservation/Hyannis r Project Street Address 5 L Aj0d/`7- !ye-p, Rb I cry Village '7'G' �1%� o Owner Mh y i2 EEC VA L.C'E/ 5 Address *,4,yAtF `D 7' > Telephone Permit Request e-P . &-PX1,Oar ,Jai 15 , Igo c'�ATrA6* j Square feet: 1st floor:existing _proposed/f 00 2nd floor:existing proposed Total new 1 Z -0 Zoning r`District r —l F.o d Plain, -1� ��.�r 6s �P 9 Groundwater Overlay Project Valuations-/pox-#,o#- 214Construction Type lJ' Lno Lot Size 5, Grandfathered: ❑Yes *NO If yes, attach supporting documentation. Dwelling Type: Single Family Al Two Family ❑ Multi-Family(#units) Age of Existing Structure 4J 4 Historic House: ❑Yes XNo On Old King's Highway: ❑Yes No Basement Type: ❑Full ❑Crawl ❑Walkout ElOther /J LA 5&,4,o OA J C—RARe Basement Finished Area(sq.ft.) A-)//A Basement Unfinished Area(sq.ft) AJ L14 Number of Baths: Full:existing new Half:existing e-41P new Number of Bedrooms: existing I_ new ;I_ Total Room Count(not including baths):existing new 4 First Floor Room Count Heat Type and Fuel: 0 Gas P(Oil ❑Electric ❑Other Central Air: ;4 Yes 0 No Fireplaces: Existing New Existing wood/coal stove: ❑Yes >'No Detached garage:Cl existing ❑new size AJ Ih- Pool:0 existing ❑new size (J aa- Barn:❑existing ❑new size Attached garage:0 existing ❑new size /1 4- Shed:❑existing ❑new size Other: AJ 1- Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes N No If yes, site plan review# r/I --- Current Use Proposed Use BUILDER INFORMATION Name JIMX I,,7 iP G Telephone Number Z12 r S_ Address Me ®67-Z h)e License# ✓1 &Z Home Improvement Contractor# /©2,D 14- ® Worker's Compensation# A)C,* 0 2- -2- ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 0FX SIGNATUR DATE �! `� Y v FOR OFFICIAL USE ONLY •f APPLICATION# DATE ISSUED ' XAP/PARCEL NO. a �t• ADDRESS VILLAGE OWNER • DATE OF INSPECTION: ! it FOUNDATION Y FRAME (�- �13Ics��'�-- • R / IS INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING Su �OykT z DATE CLOSED OUT t' ASSOCIATION PLAN NO. ^: ,t o� Town of Barnstable Regulatory Services s,►nrrsri►sie, : Thomas F.Geiler,Director Building Division tiE0 MA'S� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 AGREEMENT FOR ACCESSORY USE OF RESIDENTIAL BUILDINGS ASSOCIATED WITH RESIDENCE I(We),the undersigned,being the owners)of property situated at °.� 5 3&—,4 bt/[7- 11�1116_K PP in L L,c- MA,holding title under a deed recorded with the Barnstable County Registry of Deeds or Barnstable County District Registry of the Land Court in Book 4 _ ,y Page 7'Z ,or as Document No. -509069 , being shown on Assessors' Map 67 as Parcel * /' hereby agree, certify, warrant and represent to the Town of Barnstable that the accessory building to the resider located on the same parcel as above-described, and shown on plans drawn by MZ */l1 dated which contains living quarters, is not intended for and shall not be used as a Permanent, separate apartment for year-round or summer occupancy,for rent in any fashion. / and/or caretakers The intended and authorized use is for the occasional guests associated with the residential use on the same premises. This separate unit shall not be used for a"Family Apartment" (as defined in Zoning Ordinances)which would require application and approval of a special permit.and compliance with the Family Apartment Rules and Regulations. This separate unit shall not be rented as*an apartment or as a single room, or in any fashion, which rental would be a violation.of the Town of Barnstable's rules,regulations,and zoning ordinances. This Agreement shall be duly recorded or filed at the Barnstable County Registry of Deeds/Land Court for the purpose of alerting future owners of the property-of this binding Agreement concerning the use of the property as herein stated,which shall run with the land and binding future owners. The consideration for this Agreement is the issuance of a building permit and/or certificate of occupancy by the Town of Barnstable Building Department. Lot 163, Land Court Plan 15354-120 Certificate of Title No. 120894. WITNESS our hands and seals this 11 th day of October 200 7 . TOWN OF BARNSTABLE OWNER(S) By: Frank.Wilkens Building Commissioner ' Maureen P. Wilkens THE COMMONWEALTH OF MASSFCHUSETT BARNSTABLE COUNTY,SS Date Then personally appeared the above-named (owner), Frank Wilkens and Maureen Wilkens and made oath as to the truth of the foregoing instrument,before me. 2&. Notary Public Albert4r Schulz *M My Commission Expires: 8/11/2011 11,2011-: �.. Board of Building Regulat ons and tandar s One Ashburton Place - Room 1301 Boston, Massachusetts 02108 Construction Supervisor License License CS: 15851 Restriction: 00 Birthdate: 9/28/1953 Expiration: 9/28/2009 Tr# 2366 CRAIG N ASHWORTH ---- ._....----....._.__... .._..... . . 385 SEA STREET _._..- ---- __ _...__......_ ._.._... .._. . .. . HYANNIS, MA 02601 Update Address and return card.Mark reason for change DPS CA1 Ca 50M-04/OS PC8898 - Address is-; Renewal Lost Card° t• i P� �712. &0-.w-m01YCGea1Mb P�/G•�U9JlrCd1 UJP.�G1 Bonrd of Building Regulntions and Standards License or registration valid for intltyidul use only ,a HOME IMPROVEMENT CONTRACTOR before the expiration.date. If found return to: Registration; 102014 Board of Building Regulations and.Standards One Ashburton Place Rm 1301 Expiration: 6/30/2008 Boston,Ma.02108 Type; Private Corporation ERNEST B.NORRIS&SON INC ✓� Craig Ashworth 385 Sea Sty -- of valid without signature - Hyannis,MA 02601 Deputy Administrator f� tioF- T�,y Town of Barnstable. Regulatory Services t BANWWSLX, ULM Thomas F.Geiler,Director �pTE 9. Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 50$-790-6230 Property Owner Must Complete and Sign.This Section If Using A Builder I, �-..- 1-A 6 K- 0 It, K 614.S , as Owner of the subject property- hereby,authorize j / U to act on niy behalf, in all matters relative to work authorized bythis building permit application for. , 5= S I A U T f 11/ l� f� ��. �S 'T r V i c.. I- � /�-(!f< (Address of job) Signature of Owner D Print Name QFOP MS:OWNERPERMISSION T}IE r Town-of Barnstable Regulatory Services Thomas F.Geiler,Director 4 m i"lEn 9. �� Biffld1D.g b1vis10II Tom Perry,Building Commissioner 200 Main Street Hyannis,MA 02601 Office: 508-862-4038 Fax; 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142-A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, •improvement,removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to strictures which are adj acent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. $6 Type of Work C� - �r .� �. L=:C. Estanated Cost _ ,Address of Work -lv S� E � l Owner's Name: g A Afk f, ia kd/` %Z7� o Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law []Job Under$1,000 OBuildmg not owner-occupied ❑Owner.pulling own pemrit Notice is hereby given that: OWNERS FULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME MROVENIENT WORK DO NOT HAVE ACCESS TO THE AREnTA.TION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner• ate Contractor Name Registration No. OR D ate Owner's Name The Commonwealth of Massachusetts Department oflndustrial accidents Office of Investigations 600 Washington Street Boston, MA 02111 www.mass.gov/dia Workers'Compensation Insurance.ATidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/OrganizatiamUdividual):. i QF,R./rj 2 :9&-,A3 AJ Address: I �' C�JTG 1�/L.L GfJ• 04-te- ,J City/State/Zip: .4 02453;—Phone.#: i�,?-* //LDS' Are you an employer? Check the appropriate box: Type of project(required):. 1.� I am a employer with 4. ❑ I am a general contractor and I . employees(full and/or part-time). have hired the sub-contractors 6. ElNew construction . 2.El am a•sole proprietor or partner- listed on the-attached sheet. 7. ❑Remodeling ship and have no employees 'these sub-contractors have g, ❑Demolition working for me in any capacity. employees and have workers' insurance. 9• ❑Building addition co [No workers'comp. insurance comp. required.] 5. 0 We are a corporation and its 101-1 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 13.❑ Other employees. [No workers' comp. insurance required.] . *Amy applicant that checks box#1 must also fin 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. lam an employer that is providing workers'compensation insurance for my employees. Below isthepolicy and job rife information / Insurance Company Name:_- 74CAo/ ,4 - Policy#or Self-ins,Lic.M W aA 02-1 Expiration Date: 6k Job Site Address: J�SE%¢,ptJ/T lPi Ilex City/State/Zip: AJ`'7WIj60,A4 62,45Y 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$250.00 a day against the violator. Be advised that a copy of this,statement may be forwarded to the Office of Investigations of the DU for insurance coverage verification Ida hereby certify:ender the pains.and enaltie ofperjury t the information provided above is true and correct: Sienature: �- y� Q Date: _ Phone #: *-$ t 6:5S Official use only. Do not write in this area,'tb Te completed by city or town o,�j'lciaL City or Town: Permit/License# Issuing Authority(circle one): I.Board of Health 2.Building Department 3. City/Town CIerk 4.Electrical Inspector 5.Plumbing Inspector 6. Other Contact Person: Phone#: RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE c� New Buildings $100.00 Residential Addition $ 50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $ 25.00 FEE VALUE WORKSHEET NEW LIVING SPACE • square feet x$96/sq. foot= x.0041= Wo K`"` plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/.sq.foot=_ / x.0041= plus from b,,elcw(if applicable) / GARAGES(attached&detached) ��. square feet x$32/sq.ft._ l/ x.0041= 1V` ACCESSORY STRUCTURE>120 sq. ft. >120 sf-500 sf $35.00 >500 sf-750 sf , '50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >I500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck / x$30.00= 1, (number) Firepla�6Chininey x$25.00= (number) Inground/Swimming Pool $60.00 i' Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Projcost Permit Fee (!g Rev:063004 WILKENS.RPT I I MAScheck COMPLIANCE REPORT I I Massachusetts Energy Code I Permit # MAScheck software version 2.0 I I checked by/Date I I I CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 9-26-2007 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 590 Your Home = 588 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-value UA ------------------------------------------------------------------------------- CEILINGS 1610 38.0 0.0 48 WALLS: wood Frame, 16" O.C. 3060 15.0 3.0 204 GLAZING: windows or Doors 650 0.400 260 FLOORS: over unconditioned Space 1610 19.0 76 ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and 74.4. / Bui l der/Designer /�DIrR� S ��, <A.)C • Dated- 0 �� MAscheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck software version 2.0 DATE: 9-26-2007 Bldg. l Dept. l use I I I CEILINGS: [ ] I 1. R-38 Comments/Location I I WALLS: [ ] I 1. Wood Frame, 16" O.C. , R-15 + R-3 Comments/Location I I WINDOWS AND GLASS DOORS: Page 1 WILKENS.RPT [ ] I 1. u-value: 0.40 I For windows without labeled u-values, describe features: # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location I FLOORS: [ ] I 1. over unconditioned Space, R-19 Comments/Location I AIR LEAKAGE: [ ] I Joints, penetrations, and all other such openings in the building I envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations I or installed inside an appropriate air-tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. I VAPOR RETARDER: [ ] I Required on the warm-in-winter side of all non-vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: [ ] I Materials and equipment must be identified so that compliance can I be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be I provided. Insulation R-values and glazing u-values must be clearly marked on the building plans or specifications. DUCT INSULATION: [ ] I Ducts in unconditioned spaces must be insulated to R-5. Ducts outside the building must be insulated to R-8.0. DUCT CONSTRUCTION: [ ] I All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: [ ] I Thermostats are required for each separate HVAC system. A manual I or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and 74.4. I MISC REQUIREMENTS: [ ] I Refer to 780 CMR, Appendix i for requirements relating to swimming I pools, HVAC piping conveying fluids above 120 F or chilled fluids I below 55 F, and circulating hot water systems. ----NOTES TO FIELD (Building Department Use only)-------------------------- 0 Page 2 I I i Client#:646400 2NORRISEB ACORD, CERTIFICATE OF LIABILITY INSURANCE 06/18/07 DATE(MWDD"YYY) PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Dowling&O'Neil Insurance ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE Agency HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 973 lyanough Rd., PO Box 1990 ALTER THE COVERAGE!,AFFORDED BY THE POLICIES BELOW. . Hyannis,MA 02601 INSURERS AFFORDING COVERAGE NAIC# INSURED ; INSURERA Acadia'lnsurance E.B.Norris&Son.,Inc. i P.O. Box 486 INSURER B: j Hyannisport,MA 02647 INSURER C: ' INSURER D: INSURER E: j COVERAGES 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 WHICHITHIS 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.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. SR POLICY EFFECTIVE POLICY EXPIRATION LTR NSR TYPE OF INSURANCE POLICY NUMBER DATE MM D DATE MM D LIMITS A GENERAL LIABILITY CPA005234518 05/03/07 05/03/08 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY I DAMAG MISE TO RENTED $250 OOO RE ES wre I CLAIMS MADE FRI OCCUR I MED EXP(Any one person) $$000 PERSONAL&ADV INJURY $1 00O 000 GENERAL AGGREGATE s2,000.000 GEN'L AGGREGATE LIMIT APPLIES PER: i PRODUCTS-COMP/OP AGG $2 OOO 000 POLICY PRO- JECT LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO I (Ea accident) $ ALL OWNED AUTOS I SCHEDULED AUTOS ( BODILY INJURY $ j (Per person) HIRED AUTOS I NON-OWNED AUTOS I BODILY INJURY $ (Per accident) PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY - I AUTO ONLY-EA ACCIDENT $ ANY AUTO i OTHER THAN .EA ACC $ AUTO ONLY: AGG $ EXCESSIUMBRELLA LIABILITY I EACH OCCURRENCE $ OCCUR CLAIMS MADE i AGGREGATE $ DEDUCTIBLE j $ i RETENTION $ $ - A WORKERS COMPENSATION AND WCA0212464 05/03/07 05/03/08 WC STATU- OTH- EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE i OFFICER/MEMBERE.L.EACH ACCIDENT $$OO OOO If yes,describbeeunder EXCLUDED? DISEASE-EA EMPLOYEE $500,000 nd I E.L. SPECIAL PROVISIONS below EL DISEASE LICY LIMIT s500,000 OTHER I I I DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT I SPECIAL PROVISIONS ! 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. I CERTIFICATE HOLDER CANCELLATION i SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION Town of Barnstable DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL �0_ DAYS WRITTEN 200 Main Street NOTICE TO THE CERTIFICATE HOLDI R NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL HyannlS,.MA 02601 IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR REPRESENTATIVES. AUTHORIZED REPRESENTATIVE I. . .41 ACORD 25(2001/08)1 of 2 #48083 I LS1 O ACORD CORPORATION 1988 I Assessors map and lot number .................................. FYNEt ./[ s - /° , oaf 1 wage Permit number ........................................................ UST Z BAR3 ' ABLE, i House number ..................................................................... y , i;UL } U/4NC rnea m��p.o�1639 r ri 'Fo m a 9 TORN OF BAR���� � � ,; fB`I; BUILDING INSPECTOR APPLICATION FOR PERMIT TO ..:....... /.?�r•�/�.............� `:S,!/. M/.�� . � ..... ............. . ..... TYPEOF CONSTRUCTION ......................CIRAV1.S174E......................................................................................... TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ` ! ...................te.....................®. .S�i2.......�7. . � ProposedUse —�K✓/.!'�/�l/.�1��c?.......... ....................... .............................................................................................. ZoningDistrict ...............�....�...........................................Fire District .............................................................................. Name of Owner I/.. r/ � ([/ ....... ...... G!c..............Address .......... �X`�f'iZ/i .. .1!� ..... ... .......��'r.F�C XIA ............. Name of Builder .........�.......Address .......07.. ........... � ���..... Qom` '� sl'°�'V,a Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation .............................................................................. Exlerior ....................................................................................Roofing .................................................................................... Floors ......................................................................................Interior .................................................................................... Heating. ..................................................................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate Cost ........................................ Definitive Plan Approved by Planning Board -----------_______-----------19________ . Area .......................................... Diagram of Lot and Building with Dimensions Fee ... jL'5�-O................ SUBJECT TO APPROVAL OF BOARD OF HEALTH /A 2::> OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardinaAle above construction. Name ... .. .......d............ ..... ......... Construction Supervisor's License ... SD(� AGEE, WILLIAM �_---` N' 2 N.7.1... Permit for ....$.ViJ MiX1J..P.4.a.1 s.axy.....a...Dwell i,rzg................. Location ..,9ea,.P.0 .t...Ri.V.ez...RQad.............. .................. yt.s tP-r...Ha rb.ors......................... Owner .......T97illiam..Agea........................... Type of Construction. ..Framp............................ Plot ............................ Lot ................................ Permit Granted ...._MaY...1Q....................19 85 Date of Inspection .................................... Date Completed .........y7.. ..................19 C JL R05�1l Oj .001_-- - LOCJ 0265 SEAPUIT_RIVER ROAD-CTYJII- TDSJ 300 CO KEYJ 385372 ----MAILING ADDRESS------- PCAJI011 PCSJ00 YRJ88 PAP-ENTJ 30184 AGEE, UILLIAM M 9 MAPJ AREAJ230A JVJ404468 MTGJ0000 AGEE, MARY CUNNINGHAM SPIJ SP2J SP3J PO BOX 73 UTIJ UT2J 3.21 SQ FTJ 707-2 BOISE ID 83707 AYBJ1923 EYBJ1980 OBSJ CONSTJ 0000 LAND 2940400 IMP 976800 OTHER 40100 ----LEGAL DESCRIPTION---- TRUE MKT 3957300 REA CLASSIFIED #LAND 1 2,940,400 ASD LND 2940400 ASD IMP 976800 ASD OTH 401.00 #BLDG(S)-CARD-I I 976,800 DESCRIPTION TAX YR CURRENT EXEMPT TAXABLE #OTHER FEATURE 1 40,100 TAX EXEMPT #PL 265 SEAPUIT RIVER RD OY RESIDENT'L 3957300 3957300 3957300 #DL LOT 163 LC15354 120 OPEN SPACE COMMERCIAL INDUSTRIAL SPLITOII288 EXEMPTIONS �;3ALEJ04/83 PRICEJ 1996500 ORBJC91415 AFDJ I TE LAST ACTIVITYJ09/08/89 PCRJN AS SX IST14& A y RrHARD ¢Gt No:24048 �L FQIST� .0 ��'! c'E,e7'i,�iEo �,coT oGaA T,U;iT T1-1.C- f oo� LaC.4Tid�C/ OYS7Z-/Z JgAeen.zS S.S�OWitY//E.2E0'C/CptildL YS W/T,y CA L G— � _ �O O.q T� iL1 A% l2� 19 9-P .�?EQ!/i,2E�E't/TS O� Th/�' '7"oN/ND� �•L•�lit1 .2E.c'E.eEit/C'� AAXCo /.s- /,107" L v7' OA TE' 1 LL� �- u Ty/S Ol--4'v/S I(/a BASED AX-1 . ,eEG/STE,2Ep •��� SU.el�6'ypr� S U.2YEY Tye 'o�.SSETssyowyS.�•��ULI��'t/o7- 8� . w�c,�i�.v,� AG��!/✓'�'I� 7`� 06T�P�l/�/� �-GT�./iC/6S AP.�.L/C,Q/�/T tijA�2, Cvtiul/NGf/,dsvr /-�G�'� AUGER Be SCHIUUING ATTORNEYS AT LAW 886 MAIN STREET P. O. BOX 449 OSTERVILLE, MASS. 02655-0063 TELEPHONE 428-8594 JOHN R. ALGER AREA CODE 508 THEODORE A. SCHILLING TELECOPIER 420-3162 May 25, 1990 Mr. Joseph Daluz, Building Commissioner Town of Barnstable r Town Office Building 367 Main Street Hyannis, MA 02601 Dear Joe: I am. repres.enting Bill and Mary Agee who are the owners of Lot 163 on Land Court Plan .15354-120 at Oyster Harbors, being the remainder of the former Edmonds property shown on Map 51 as Parcel 5. This property was subdivided in 1987 by Baxter and Nye in accordance with a plan, a copy of which is enclosed herewith. Originally, it was intended that a pool be removed, but that was changed and the line was moved around the pool, but the language about the removal was never taken from the plan. Baxter and Nye has now prepared a plot plan showing that the pool is 19' from the property line with a deck extending closer.. Bernie Kilroy,(who is representing a potential buyer of the property) because of the size of the sale and because of the specific inquiry by the proposed buyer, is con- cerned that the pool deck or patio might be considered in violation of zoning. I would appreciate it if you would verify that the distance to the sideline on the pool is measured as shown on the plan. In addition, there was a concrete slab which used to be the foundation for a boat house. The boat house was removed, but the slab was left as shown on the subdivision plan. This has no useful. purpose at this time and I would appreciate it if you would confirm that this is not a structure and not in violation of zoning. Ver truly yours, JRA:nmc cc:Bernard'T.- Kilroy, Esquire _ _ can Sc.�,'��. �� �� __ � - . s- -_ - _ s - L t ; .j 1 t w, P1 • ^� A=051-004.001 —I JOSEPH D. DALUZ J TELEPHONEt 775-1120 Building Conlmittiontr ., EXT. .107 TOWN OF BARNSTABLE BUILDING INSPECTOR TOWN OFFICE BUILDING HYANNIS, MASS. 02601 May 29, 1990 r ` John Alger, Esquire 886 Main Street P. 0. Box 449 Osterville, MA 02655 Re: A=051-004.001 Dear Attorney Alger: I have reviewed the certified plot plan of lot #163 shown on Land Court Plan 15354-120. The plan shows the pool to be 19 feet from the property line. Since the pool patio is not .considered a structure in terms of'- zoning, the plan as submitted is in compliance with the Town of Barn= stable Zoning By-law. I trust I have addressed your concerns. Should you have any further questions, please notify my office. Peace, Jo eph D. D L ilding Commissioner JDD/gr cc.: Bernard T. -Kilroy, Esquire _ I f � Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W066779 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Frank Wilkens Name of Applicant 265 Seapuit River Road Seapuit River Barnstable' (0sterville) Protect street address Waterway City/Town Description of use.or change in use: Maintenance dredging of approximately 508 cubic yards of sand to maintain dredging allowed by previous permits.to maintain passage for, private boats of applicant. Dredge spoils to be deposited on Dead Neck. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." 4Printed a e Munici al al JDatea✓ table re of Municipal O icial Title City/Town i CH91App.doc•Rev.10/02 Page 6 of 17 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W066779 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent, Nonwater-Dependent,Amendment When Important: A. Application Information Check one When filling out PP � ( ) forms on the computer,use Name(Complete Application Sections) Check One Fee Application# only the tab key to move your SIMPLIFIED- cursor-do not use the return Water-dependent and key. ❑ Residential with<4 units $65.00 BRP WW06a Nonwater-dependent(A-E) — ❑ Other $65.00 BRP WW06b WATER-DEPENDENT. General (A-H) ® Residential with<4 units $175.00 BRP WW01a For assistance ❑Other $270.00 BRP WW01 b in completing this application,please seethe ❑ Extended Term "Instructions". $2730.00 BRP WW01c Amendment(A-H) ❑ Residential with<4 units $85.00 BRP WW03a ❑ Other $105.00 BRP'WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with<4 units $545.00 BRP WW15a ❑Other $1635.00 BRP WW15b ❑ Extended Term $2730.00 BRP WW15c Partial (A-H) ❑ Residential with<4 units $545.00 BRP WW14a ❑ Other $1635.00 BRP WW14b ❑ Extended Term $2730.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with:<4 units $545.00 BRP WW16a ❑ Other $1635.00 BRP WW16b ❑ Extended Term $2730.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with<4 units $545.00 BRP WW17a ❑ Other $1635.00 BRP WW17b ❑ Extended Term $2730.00 BRP WW17c Amendment(A-H) ❑ Residential with<4 units $435.00 BRP WW03c ❑ Other $815.00 BRP WW03d ❑ Extended Term $1090.00 BRP WW03e CH91App.doc•Rev.10/02 Page 1 of 17 i Massachusetts Department of Environmental Protection W066779 Bureau of Resource Protection - Waterways Regulation Program Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Frank Wilkens Name E-mail Address 1,<}„ 2080 Oyster Harbors Mailing Address Note:Please refer f Osterville 02655 to the'Instructions" ullCity/Town State Zip Code f IN RWIN Telephone Number Fax Number 2. Authorized Agent(if any): '%�"-��� John R. Alger�. g !W, JAlger886@aol.com Name E-mail Address r P. 0. Box 449 Mailing Address rvr r � Osterville y MA 02655 City/Town State Zip Code 508-428-8594 508-420-3162 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Same as applicant Owner Name(if different from applicant) Map 051 Parcel 004-001 41036'36" 70025'12" Tax Assessor's Map and Parcel Numbers Latitude Longitude 265 Seapuit River Rd. OstervillM MA ffff 02655 Street Address and City/Town State Zip Code 2. Registered Land ®Yes ❑ No 3. Name of the water body where the project site is located: �:�;,����. Seapuit River • 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ® Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ❑Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev. 10/02 Page 2 of 17 I Massachusetts Department of Environmental Protection W066779 Bureau of Resource Protection - Waterways Regulation Program Chapter 91 Waterways License Application .310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project.Type Table 5. Proposed Use/Activity description "In pg. tons"the Maintenance dredging of approximately 508 cubic yards of sand to "Instructions" g g PP Y maintain dredging allowed ,by previous.permits. Dredge spoils to be deposited on Dead Neck. 6. Is the project a pre-1984 existing structure AND less than 600 square feet? ©.Yes dredging ❑ No only, 7. Is the project a post-1984 existing or new structure, less than 300 square feet AND water dependent? ❑Yes ❑ No 8. What is the estimated total cost of proposed work(including materials& labor)? $ 25,000.00 9. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50'across a waterbody from the project. David M. & Susan B. Kelly Trs. , Pirates. Cove Trusts #1 and #2, 604 Poplar Ct. Name Address 1 S urg , FA 1)238 Steven C. & Carmella Kletjian, c/o Unicco Services Company, 275 Grove Street, Name Address 3-200, Auburndale, MA 02466 Name Address D. Project Plans 1. 1 have attached plans for my project in accordance with the instructions contained in(check one): ❑ Appendix A(License plan) ❑ Appendix B.(Simplified License plan) Appendix C(Permit plan) 2. Other State and Local Approvals/Certifications ❑401 Water Quality Certificate Date of Issuance ❑x Wetlands SE3-4396 File Number ❑Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑ EOEA Secretary Certificate Date ❑21 E Waste Site Cleanup RTN Number CH91App.doc-Rev.10/02 Page 3 of 17 L— I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W066779 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature'(if applicable) Date APPLICANTS FILING A SIMPLIFIED APPLICATION STOP HERE CH91App.doc•Rev.10102 Page 4of 17 I Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program W066779 Chapter 91 Waterways License Application -310 CMR 9.00 Transmittal No. Simplified,Water-Dependent,Nonwater-Dependent,Amendment I F. Waterways Dredging Addendum 1. Provide a description of the dredging project ❑x Maintenance Dredging(include last dredge date &permit no.) ❑ Improvement Dredging Maintain passage for private boats of applicant - DEQE License #518 Purpose of Dredging January J, 2. What is the volume(cubic yards)of material to be dredged? 508 3. What method will be used to dredge? ❑ Hydraulic Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) Only dredge material that is clean, 'beach compatible sand will be disposed : of on Dead Neck barrier beach which will help preserve Dead Neck barrier beach, which is located just south of and oftshore OT-G-r—and IsIand. 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark shall be secured by applicant and submitted to the Department. CH91App.doc•Rev. 10/02 Page 5of 17, SULLIVAN ENGINEERING, INC. BORING NO. PROJECT NO. 7 PARKER ROAD SAMPLE NO. 1 PROJECT TYPE: MAi w 1 N Agjcr. Qaaoeo ryG P. 0. BOX 659 TEST METHOD:ASTM D 422 LOCATION: �u4Pu tT 2�V E2 (7572�/t�.c,u (`till OSTERVILLE, MA02655 FILENAME: \ 10CE"S FILENAME: rr2Adnx. VI%L_Y-0t .1.5 (508) 428-3344 12G5 St:At?ulT �V 2on0 �,�-Rnl�Cc� U.S. STANDARD SIEVE SIZE <' 2- 1' 0.51 94 010 #20 040 060 0100 f7200 X400 . ,oa 11 ° IIIII 11 IIIIII 1 1 111191 IIIIII 1 1 I11] 11 11 IIIIII I I 9a4 414 -I- 4 - 4 14 14 I-1-I- -1--14-4 4- 4-14-1--I•- 1_4-1- -1-1-14-14 a-- -I- - -P 4-1 14 -1- - 1I I I I I I ( I I I I I I I ( I I I I I I I IIIIII I ( I I I I I I I ( I I I I I I I 90 I I I I I I ( _ I I I I I I I_I_ _I I I I I I I I I I I I I I_I_I_ _I I I I I I I I _ ( I I I I I I _I_ ' 20 = IIIIII I ( I I I I I I I ( I I I I I I I I IIIII I ( I I I I I I I ( I I I I I I I '° fi ri f-t t -t — tI-YI-t rl-r -Ititrt r t - t -fit r1-I- -Itl-rI-t t- t - filtltl-1 -I- 7O IIIIII I IIIIII .( i IIIII I I I � ( III I I I I ( III I I I I IIIII I I I - . W �- -I - 414 U W-I- -141-1-1-4 a- 4 - -1-11.. 1 J-u-1- -1-1-1 4-14 -1 - 4-1-W-1-:1-1 -1- 00 w 00 IIIIII I ( III II I I ( III I I I I I1` ( I I I I ( III I I I I Ilil I I I 1 z w IIIII4 I ( IIIIII I _IIIIII � _ II ( III I IIIIII I I IIIIII I I Z 50 I I�. I I I - I I I I I I I- i 1 i I 1 1 1 I. Ti ( I l i-I- -i I I I I I ( I - I I I l l l l -1- 50 w ►- I-I I I I I I IIIIII I I IIIII I I 1 .I I I I 11 1 1 1 1 1 1 1 1 1 1 Hill I I I I- U 4 0 41- H t -t - t ItI-t r1-I- -It lt t - tI t I-I-I- -I1-Ifilfi t-.t -filfill-I-1 -i- BO U . IIIIII I IIIIII I I IIIIII I I. III III I IIIIII I I IIIIII I I � w a1U 70 w ,a _ IIIIII I I I I I I I I I ( I I I I I I I II I I I I I I I I I I I I. I I ( I I I I I I I a I_I_I_ ( I I I I I I ( _ I I I I I I ( I I I I I I I I I I I I I I I 20 iii � .i 1 _ 111171 1 1 IIIIII I I IIi1 II_I I I ililiT _l- I IIIIII I I 90 IIIII I I IIIIII I I IIIIII I I lilt I I I IIIIIIII I IIIIII I I ,o I+ H +1-1-HH-I- -I-h1-4 Ht -1 - +1+1-1 -1- -1+1-1-++ t- + - +1+1+1-171- - 90 IIIIII I IIIIII I I IIIIII I I IIIIII I I IIIIII I I. IIIIII I I ° 100 GRAIN SIZE IN MILLIMETERS. GRAVEL SAND SILT OR CLAY COBBLES COARSE FINE COARSE MEDIUM FINE CLASSIFICATION: REMARKS: i COTUIT QUADRANGLE MASSACHUSETTS-BARNSTABLE CO. 7.5 MINUTE SERIES (TOPOGRAPHIC) �, .. .e o .y+ n`. � �•CrenYerry: I o�c .d°°; e$. T3 - �_'.,oJ':I ,{�i/.� A' _.gip-1tr��.; I'"_ _- _ _ �"• ' '•y - ',n F y,{..1, � o_.` o. .pv ;; n �<'y'�, �L. L. .��• ,gP.b"d ` (�i' i`J,�''�_ �Pa l) tj� :�n" g•.�'�Q ^' Ox 4 ec :J .r, o-�l�'<�- �l.Q� is •,,Qj. I�. Y _ � 'I'y'� P•r'.:�Y`_G ��., 9 "-'`� —'�'� �y{� � �,j;`�': °� Iflantf�� ��ty�� L�G ~,•Ddne _0 O .� I d'";.° .o t, �J'�r{d •. SIII w. Marya'�°rt 'POad`' ... '• „•,) � °' :.�.,!U:;.... - °,?;.�t,�� Island •� e :�'=� 'yb'� ' Pt Isabella iz •WF a _ xl;:I: I y f:...`. .6. t •�• °%YT y� R.� } .:. `,.w -' _ {�:.1 '�u:� +-�'.3ma.r_z-,;Y- �I�,'�-•'s, "f>•, , ,!c s�, Tims F dd�\}•. -of w�� P Cow Handy .a.. (: .,�' •u° .. /i 'iane vn�aa.`, Pt J - I Hoph s I Pt v .,. "4 ��Beac •~ iy.!; y� o .;7; •,.*t".ae.rl=v'. Noisy ,Z.y.. I:ADls � ii i '$tY'� '��ir`'Fhrker,, Public ".. .e•{� - ` i Lana,na RVI' LE G D 1�1J1P(D Wtultr ' o'�I `".:, y ti•___.�.,�(�\ ,. •�7T :. y,� Ef�,.�•'FQ"•"�... F 77 Qj Il :/ � ''µe d-1 e'°�13:di nl! / :',^�•i •,`Y�, I \\',� 4•� µ y4 era;; Blult .A. l " I Z"aota el \� Pt LOCUS jo /�•/1,4� � "Il$ _" -Slarnpsons t•1Ctk I iY .:� . { x`�i�_ =.f' 'Island Bad I -'rs Beach ;.^\I t e.�'. r N a�.00 -Light Oyster I � I I , I I � I I P®red I1amTOP0101918 Wddaoartr PmdvMm(w:m. .mad LOCUS PLAN Scale: 1:12,000 Assessors Map 051 OF Parcel 004-001 SHEET I of 2 Latitude: 419636" FRANK WILKENS Km Longitude: 70°25'12" 265 SEAPUIT RIVER ROAD 5�6T OSTERVI LLE , MASS. UTM: 4607232N FOR MAINTENANCE DREDGING CIVIL 381625E IN THE SEAPUIT RIVER SULLIVAN ENGINEERINGINC. n COTUIT.MASS OSTERVILLE ,MASS. N4132.SW7022S18C7.51974 JULY 20, 2005 SW-SERIES 6967 111 SWSEtt1ES V 814 r EXISTING PIER H.T.L. 3.5 EXISTING EXISTING STONE _ GRADE REVETMENT M.H.W.2.5 -- - -- -- ------- --- - --- - - ----- M.L.W.0.0 DREDGE TO ELEV. -8.0 TYPICAL SECTION SCALE: I"= 10' See DPW'License 4105 for Build a Firnber Pier MHW and Dredge 1.7 See DPW License 4203 for Build o Timber Pier NGVD and Dredge, Drive Single Piles and M LW 0.8, Ploce Floots DATUM CONVERSION See DPW License 4591 for Timber Pier, Dredge, Ploce Rip-Rap, and Mooring Piles See DEQE License 518 for Addition to Pier, Romp, Floots, Mointoin Existing Wooden Groins 0 5 10 20ft. and To Perform Mointenonce Dredging See License 4501 for Pier and Dredge 0 20 40 ft. See License No. MA-COTU-58-210 for Mointenonce Dredge See License No. MA-COTU-62-143 for Mointenonce Dredge See,License No. MA-COTU-78-532'for Mointenonce Dredge NOTES: I I III I FOR PROPOSED MAINTENANCE DREDGING SEE SE3-4396. 1111\ I SOUNDINGS BASED ON MEAN LOW WATER DATUM. DREDGE SPOIL:508t CUBIC YARDS. o\\ \ \ I DREDGE AREA: 3396±S.F. 1\\ \\\ DREDGE SPOIL TO BE USED AS BEACH NOURISHMENT Fi•sfi ON DEAD NECK IN ACCORDANCE WITH DEP WATERWAYS PERMIT No.337. �/s��T(gN�U��k�1v�7{1 CWVI.207 CIVIL Ti o 4\0 0 EXISTING FLOATS B NA.P SHEET 2 of 2 FRANK WILKENS EXISTING PIER 265 SEAPUIT RIVER ROAD -- \\ OSTERVILLE , MASS. _---- ----����\ \ ��� FOR MAINTENANCE DREDGING PLAN VIEW <\' \\ \ \ IN THE SEAPUIT RIVER SULLIVAN ENGINEERINGINC. SCALE .I 20� OSTERVILLE ,MASS. JULY 20, 2005 J�Ar : os� rA-RC:E c, : ©04-/ Oo l =A7T l Ngs, G- Cw�-�-5 FOR I • < s Wilkens Garage 265 Seamit River R ORoad" ,-vow� f sterville, Massachuetts Structural Calculations For Main Ridge Beam Prepared by KL&A,Inc. January 11,2008 flll III II IIIII IIIII I II XL&A , Inc Structural Engineers and Builders 17 Academy Lane Falmouth,Massachuetts 02540 AND EA D. �`,,, Telephone: 508 457 6794 Fax:508 457 7094 0Q L www.klaa.com T . AL N0.45Q36 °PO��l I( - ASS/OVAL f"®�� g i Company KL&A of Colorado Jan 2, 2008 Designer JSmith 9:52 AM Job Number : Checked By: Hot Rolled Steel Section Sets Label Sha e TvDe Design List Material Design Rules A in2 III w[in4 Izz in4 J in4 1 1 NR1A W18X86 : Beam Wide Flange A572Grade... T_pical 25.3 I 175 1530 1 4.1 Hot Rolled Steel Properties Label E ksi G[ksil Nu Therm \1( E5 F) Densitvfk/ftA31 Yield ksi 1 A36 29000 11154 .3 .65 .49 36 3 A992 29000 11154 .3 .65 .49 50 M r A50.0, 42v. .... " 29.0.00 OR111E NS .300 Ti;(,' ,.65.. EROOM:9,::_ 42 5 A500 46 29000 11154 .3 .65 .49 46 Joint Boundary Conditions Joint Label X Win Y k/n1 Z Win] X Rot. k-ft/rad Y Rot. k-ft/rad Z.Rot:[k-ft/rad] Footin 1 N1 Reaction Reaction Reaction Reaction Member Primary Data Label I Joint J Joint K Joint Rotate(Lg) Section/Shape Type Desi n List Material Design Rules Fit _ M1 .N1 N2 . HR1A Beam I Wide Flange A572Grad:. T ical Member Pointloads (BLC'1 : ) Member Label Direction Ma nitude k k-ft Location ft 1 M 1 Y -24.8 14.5 Member Distributed Loads (BLC 1 Member Label Direction Start Ma nitude k/ft...End Ma nitude[k/ft,... Start Location[ft%] End Location ft% 1 M1 Y -.363 -.088 '0 . 14.5 s WMINUMEWRINOOM E Member RISC ASD Steel Code Checks. LC member Shape UC Max Loc[ftl Shear... Loc(f_tl Dir Fa[ksil Ft ksi Fbv[ksiI Fbzfksil Cb Qmy Cmz E n 1 1 1 M 1 I W 18X86 .854 1 14.5 .082 1 29 I y 18.529 1 30 1 37.5 116.0121 1 .6 1 .85 1 H 1-2 JointReactions LC Joint Label X k Y kI Z CkJ MX[k-ftl MY k-ft MZ k-ft 1 1 N1 0 14.421 0 0 0 0 - 2a ,.« _..a:......_ . ...dr•. ,.. i...ot, � Sir,.. ..,r...L.. 0 . cE "S ..,.etd .. ,.b..t.,,.n.... ... .... .,: 3 -. 1 1 'Totals: 0" " '28.8cH43- 0 yX F; 5°nwW„ Member Section Forces LC Member Label Sec Axial(kJ y Shear k z Shear[k] Torque[k_ft] Moment[... z-z Moment k-ft 1 1 M 1 1 0 14.421 '0 0 0 0 3 3 0 -12.4 '0 0 0 189.637 ��� <»,. ��".v, - 'S �� a. .�. s f^3 �r� .! s? UR,"''�,: w ...4. .r.�� x. 1f2.912 i? �E.;.�,0.;�»r.� F.�>;��,�.0 ,�:��,.0�. �.;�,��r�.�98.,482u�a�,»» RISA-3D Version 7.0.0 [M:\Wilkens Garage\Calc\Roof\roof beam 5.r3d] Page 3 1 Y 1 Company KL&A of Colorado Jan 2, 2008 Designer JSmith 9:52 AM Job Number : Checked By: Member Section Forces (Continued) LC Member Label Sec Axial[_kl v Shear k z Shear[k]�Torquue[k=ft y_y Moment... z-z Moment k-ft]� 5 - __- 5 - 0 I -14.421 0 ( 01 0 0 I Member Section Deflections LC Member Label Sec x in in z in x Rotate rad] n)Uy Ratio fin)Uz Ratio 1 1 M1 1 0 0 0 0 NC NC ,a.a+j G.fd F t F s i u �2 .0�. ., i»ti364 .,... kb.,. 0.. r 0� x 1""i 956 977� NC+ a 3 3 0. -.527 0 0 660.416 NC ��4R RK���� ,�,, � 19569M <.a�, 5 .5 0 0 0 0 NC NC Member Section Stresses LC Member Label Sec Axial ksi y Shear ksi z'Shear[ksil v to Bendin...v bot Bendin...z toD Bendin...z bot Bendin... 1 1 M1 1 '0 1.634 0 0 0 0 0 9 h 3 3 0 -1.405 0 13.676 -13.676 0 0 ��. 4 `.4 1 463 R ,�7s 1.02 V7 A,022'� 0 a 0 � 5 5 0 -1.634 0 0 0 0 0 { RISA-31D Version 7.0.0 [M:\Wilkens Garage\Calc\Roof\roof beam 5.r3d] Page 4 Lx N N2 Raulb Iw LC 1, KL&A of Colorado JSmith Jan 2, 2008 at 9:41 AM roof beam 5.r3d r 05/15/2012 13:57 15087757877 EBNORRIS PAGE 02/02 Anderson 781-857-1000 Fax 781-857-1054 Insulations., Inc* www.andemoninsul.corn 706 Brockton Ave PO Box 2003 Abington, MA 02351 Insulation Certificate WORK AREA ITEM INSTAL.® Underside of Roof R-39.8 icynene spray Foam Insul-2LB Med Wnsity MDC-6in Underside of Roof R-39.8 Icynene Spray Foam Insul -2LB Med De nsity MDC-6in EXT.Walls 2x4 R-19.9 Icynene Spray Foam Insul -2LB Med nsity MDC-31n Garage Ceding R-30 Icynene Spray Foam Insul -21-0 Med DensltV MDC.-4.5in Kneewall5 iRin Foil Faced Polyisocyanurate Foam Shea ng R-3.25 Customer: E.B. Norris&Son Builders Job Number. 189973 Job Address 265 Seapult River Rd Oyster Harbors Dabs Completed / ZDIZ o Yi@lerS41nawre I t yQ . . • ' - . . . Q tom'.�o �1 t°J'N� �� aNAAHNa A8 2 / \ 1 O 0.0 o�.- °',lei.. •'�'•�.�,:� .•'� ` ,,D beat Y,t,� < 4 OV IS— Y.. t w' 9a 1 ,Y /i, .,\-.rep, ',/.' .�.;y. .. /���./ S� f•1,�� � �. a•v`5'`� ��� .`,.:. ' ``+�, �G � ''�� � ice^' =1 1. �e` ��Ft,"`�•f� � t ��. �"r'�Fi ? ,_ ' ` r SEPT K ` '' 1 -7..-1 A—essor's office(1st Floor): i//'� Assessor's map and lot number D�S�`D(1 / INSTALLED IN Ctots o'.ANCE Board of Health(3rd floor): WITH TITLE 5 Sewage Permit number �/ �� ENVIRONMENTAL COME AN .` t DARIMU6 i Engineering Department(3rd floor): j5 . TOWN REGULATIONS � rua House number °° f679• Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN -' OF BARNSTABLE BUILDING INSPECTOR q APPLICATION FOR PERMIT TO / 6/ TYPE OF CONSTRUCTION (it'OO �LyL� S 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �S'f/ �Li l�G(lG/7 A� I-6 i Proposed Use .�/ C�S �7' �• �-S Zoning District I ' ` Fire District Name of Owner IC zZ 2' Address Name of Builder z 9, Address Name of Architect Address eW,6"�Gf ST Number of Rooms Foundation �Dl2s._-LE0 �eepl Exterior S /o��Zf RoofingC Floors Interior Heating F- H �2 Plumbing Fireplace Approximate Cost e ooi '�(D-0 Area S✓ Diagram of Lot and Building with Dimensions Fee 4: ; -----�-_ 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 r r' WILKFNS, FRANK. 3416.1, Renovate Dwelling No t Permit For _ r' ✓ 'G Siiigle Family Dwelling i S w r r •Location 265. Seapuit River Road 40stervill Y Frank Wilkens Owner. Type of Construction — Frame r /' Plot Lot . I r� V . i ..Permit Granted February 51,' 19 91 ' Date of Inspection 3'v� .«` 19 Date Completed- +' �1 .- `"` ,yam '�•- r r � G' ,-.!� ,-/• �• :i r3 + 1 CL rp tl ' e:R' Il:lo' 0`+' Iti�'I v�• aR:HY,' �, . m. ,�a^s• lo'�aw• � lo•.ov. 4 q�.K.' a:v E Hca• 4 to�o TF, i - - - — O --��- O-----�— e - I - , rec.•_.a ra .— n L,fron I I 'i I i `I TT -! i I � I III of i� � i Ii --�-a2-�----- v _ \\ �».r I -�r�� � !. 1s 1•r`5 _I 7T1 i p� 1�1" FaHr —•I - lauwa ^ vm.l �"" ._'—'�eu o-.+_n ni n I.w.• I - HVM1eFa r,•I.�.K _ �_ =L76 - �..I.. I I ' �- -® �\��.v ,:s wre'a• JV ,alb,+,• '_j. n.v ! Preliminary �b$ For COnctrucaion IVAN FIRhr R,�z P�4 wr Wluceus glll76JCE BEREZNICIU i.»•.r: r• 'xr«wn yl o see Hve.d, w.cn 4eva ASSOCIATES �r o =_ • - y rv.cr tiraruG OEDIF AiiJ� 1 I�_ —o"I=—o I'—o—. aomr r a.» o._._ w._.. _ ... S•ta.. H:I- .. 9 O • 9:5• _� �'�' i/L�e SJ.a �'D� �" 'lo �45�' wyC 1C� © 44 ' t>rb D[Ptrwu>Htp Preliminary w.uY 1.PW�ru - "` [Iot For Consirocaion IVAN �J�GOfJG YLOGF r{.ArJ WILK-EIJS pENIbEfJC.E Appjrjor.J BEREZNICKI oY R tuf=eoas,r^.�ssw+uscri AASSOCIAT.E&. . srx�i�Y1, f.or-------•— on74• 1,..,....9 � s . 's.c�w.w,m.m � : I . 2 .05 ±AC. uP�AN� r• - Gov , 40. � 1 w 1 la L^ �. �aR'� >:.fSo� • i .. � � S Tim: �odr� E1u'T. FL%6_6 TO -- �i2AQOd�17 U� 5,7A►.1, �E'01(L a,LA Gt q� �X":)Tt ( Starter to S $E VuAn it ►LLC I W.CUA4 ROOD � o Y _ A/PV 7 .� '•S a•� g C.IH )s v •.10/30/90 10:45 FAX 1 617 868 5764 BEREZN I CK I ASSOC ... E. B. NORR I S 002 UY // I 1 K if I cf� tk 4-1 Q 4 , Assessor's office(1st Floor)- Assessor's Assessor's map and lot number f00/•®r� �, i T"E t Board of Health(3rd floor): �__ ` �' SEPTIC SYSTEM MUST BE j Sewage Permit number ` �'j !NST4LLED IN COMPUANCE 1' Engineering P ( ) WITH TITLE 5 = ns�9zs LE En ineerin Department 3rd floor): ���ems, ,•, Hose number ENVIRONMENTAL CODE AND ';00 639. Definitive Plan Approved by Planning Board IV M REGULATIOWS APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only,'t I TOWN OF B�IARNSTABLE ' BUILDING "INSPECTOR APPLICATION FOR PERMIT TO �00/) S &QW 90114 7Z)TYPE OF OF CONSTRUCTION 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: 1 Location Q S r,4A",/l Proposed Use Zoning District fRE Fire District Name of Owner `(� -GlC ��lG/�cS Address •Name of Builder - 7� �Q Address Name of Architect Address Number of Rooms Foundation L O"Y/C /C��'�L gl,;52. 00,7 s, { Exterior ��� �� � �f' Roofing `� '``���f �K- Floors ��U� Interior Heating ���G Plumbing Fireplace X Approximate Cost Area �So G -� ci Diagram of Lot and Building with Dimensions Fee . 5 O �I. c 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 J_ y WILKENS, FRANK. �w No 34039 Permit For ADDITION Single Family dwelling Location 265 Seapuit River Road Osterville Owner. Frank Wilkens Type of Construction Frame ,Plot Lot Permit Granted October 31 , 19 90 Date of Inspection /�O`pl 2s�19 Date,CoMpleted _ " - 19 F � � I l q d f .. � Assessor's office(1st Floor): Assessor's map and lot number Ds/ 00 /�• .SEPTIC eve=MUST BE Hof#T►+E Board of Health(3rd floor): INST Sewage Permit number BABa9TaDLL J Engineering Department(3rd floor): MUMIM /���� >� "ANp rasa House number CNS oo i639 TOW>i� 1ATI Definitive Plan Approved by Planning Board 19 �D NAY a APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR 14 APPLICATION FOR PERMIT TO / U/44 TYPE OF CONSTRUCTION W Q Q d, CO 19 TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location �Crs �C'A21417— 9/VP�? ©S�Yi►Z Il�'!�i Proposed Use rOt 4 10 P—elceec'CAIC Zoning District Fire District �— Name of Owner&R, FA(25- /14 ee Address o16.5 4Dk�� C, AV,,V ff Name of Builder St d l' , �'^/�. Address /(0 7 Z-d r�1�5 Ln! ��c �60 /�A/1S>»✓S/Y/�� Name of Architect Address '— Number of Rooms Foundation ` Exterior Roofing Floors Interior Heating r?Q96 ae2 :t i°c V2 Plumbing Fireplace Approximate Cost 3- O� r Area Diagram of Lot and Building with Dimensions Fee y-0c i OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable reg�fding the above construction. Name Construction Supervisor's license ®� 53 5", AGEE, WILLIAM MR. & MRS. b No 32770 Permit For Repair Garage Interior Y Garage - Location 265 Seapuit River Road Osterville' Owner. Mr. & Mrs. William Aged . Type of Construction Frame - Plot Lot - Permit Granted April 4 , '19 89 ' • Date of Inspection .19 F Dat ewgompffed 19 SM �. r w�. i.A.., �*.;:.r..i-rfC:,.��^�.••- virF...�1*.��*''Y7��.1��:E.} R.•�.- s 7; ,*�i w �e^►�T!'a,.�A'gas'rc4 f A'• 'Y� �'st'�`":•.:.v+;•t4;'Ydr%'rsxv�..+....^�.:C*`, ,4-- ,#,4t• Assessor's office(1st Floor): Assessor's map and lot number 01-3® 00 Y Q �• t,Y 7 Q�oi I to`` Board of Health(3rd floor): Sewage Permit number bd- 33 9 � Z BASd9TSBLL i Engineering Department(3rd floor): rasa House number °° i639 \e0' Definitive Plan Approved by Planning Board 19 ��rar d i 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 fr% nn __ V TYPE OF CONSTRUCTION w 0 d ,y!/f to 19 �9 TO THE-INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ;;�76-67— fea ' . lvez4 o( Proposed Use 0 e7 ,`a 4 j2 Zoning District °Fire District �— Y Name of Owner N M ee c.V ��/ ? /1 e2 Address A �1Ay�7L - � Rti- // Name of Builder '«'-�-C /�S s d Address /67 �d�a/�5 L.✓. �x tf6D AitSrn✓s J Name of Architect Address Number of Rooms Foundation Exterior "' �"�y f Roofing Floors '" < IA n�a 4 Interior Heating a Plumbing• Fireplace �'r Approximate Cost -S iv 0d, s �f rArea Diagram of Lot and Building with Dimensions ` ft" •' Fee (Jr V R • Al e M w 5 k` y. OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the abo`e'construction:Y l Name Construction Supervisor's License o t , I AGEE, WILLIAM MR. & MRS. A=051-004 0 I No 32770 Permit For Repair Garage Caragp • Location 265 Seapuit River Road t Osterv.ille Owner. William AGee Type of Construction Frame , Plot Lot Permit Granted Apr i l 4, 19 891 Date of Inspection 19 Date Completed 19 a Ass ' syo/x mop and |o* number � - '^ _~__/ ^ � Sewage Permit number ------------------' SAUST LE, House number -----------------------'` ' ` 1639. i��, ' ����� �� � � ��� � � � � � _ � � � |� �� �����|� � � �� �� j ` � | BUILDING � NN N N �� N �� �� INSPECTOR ���� �� �� i' ��NNNN-0NN ���� N ������ ��0" NNN �� �~ == � ���= � �� �� � °� n� � �=~~ � �~ =� APPLICATION FOR PERMIT TO .......... ................... ..................... r~...... � TYPE OF CONSTRUCTION ...................... ----------------.---.---------. ^ �� ---.. .x�c.....................l9.���^ ' TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for o permit according to the following information: - �� u� Location -----'���[������.��!��-----.^=.����:�.------�������................................................ ... , - � � Proposed Use ---.- ���� .----����.�r�---------------------_------__. | | / ! | Zoning Dix��� ---�����.���..�--------------.Five �Di$h�t -----------------_________ ' / ! . � � | None of Owner ' ----. ---'A66,e» --- ------- -------' -------- -----' ----�-_--.. � Name of 8vi|6e, ��^�u/ �� ��n--�A6J � --� - ' � None of ArchitectAddress ---------------- ' ---------------------- ' r----------'' � ` Number of Rooms --.'-------------------Foundohon ------------------------_._ .| / | Ex|e,ior ----------------------------Roofing -------------------------___ i F| Interior Floors -------------..--------------- ----------,-----------------. � Hedfing -------------------------_-.F1um6ing -------------______________.. Fireplace ---------------------------.App,oximoheCox .................---________ Definitive Plan Approved by Planning Board 1Q--------' Area ...........................................Diagram of lot and Building with Dimensions Fee _______________ | SUBJECT TO APPROVAL OF BOARD' OF HEALTH ` ` . - . - OCCUPANCY PERMITS REQUIRED FOR NEWDWELLINGS' | hereby agree no conform to all the Rubs and Regulations of the Town of Barnstable regarding/the construction. � � Name ....lz�d .r� 8/ � ^ u�, [on,t���ion Supervisor License -���������........... AGEE, WILLIAM / A=051-b04-000 27871 Swimming Pool No Permit for s ......:.......... .................................... ...........Access. nary....to...D..tel.7. n.g............ Location ..S.eAP.Uit...Ri.Y.Q.7;...AR,Aa............... .................O.ya erc..Harbo.ra.....*.................... Owner ....W7.a.-U M..Agee.............................. Type of Construction. .......Frame.............:.......... ............................................. ................ Plot ............................ Lot ................................. Permit Granted .... ...MaX...1.0.�..............19 85 Date of,lnspection .....................................19 Date Completed ...................... ���' G,LI � rt.�� , ssesss map and lot number S� OPTIC SYSTEM MUST BE. ' Sewage Permit INSTALLED y number .... ��.�. 4�=a..��..t'! ✓1F.......... WITH N COMPLIANCE 4J g ARTICLE II STATE i .,� "•;"'TARP CODE AN TOWN `�"E� TOWN OF BAR`1 S '°ABLE e i BASBSTADLB; i r� 9� 0KYa,��� r: ...BUI'LDING INSPECTOR �.. �/i k •ram ' J C` C9 APPLICATION- FOR PERMIT TO ....................................:........................................................................................ r ..-TYPE OF CONSTRUCTION ....... 4� o oA....... ............................................................................... 2 5.............19 . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..... .....y........ ,.y..7TfR...... !4..�'�..Ra.t.5............................................................................................ ProposedUse ........6 1.6c.4«........T......, .......... ........................................................................... ,.Zoning District ........................................................:...............Fire District ................................................. J �p S. P� TNameof Owner ... ...... . . .d.UNldd ress ......... ..............'.Rpf...:...... os ys R 11..................... Name of Builder .... r.4......... Of.q5.�............Address v0Rx00% . /Pt...L' fiVTF�yICGF Nameof Architect ..................................................................Address .................................................................................... Numberof Rooms ..................................................................Foundation ......ff.......... .................................... Exterior ...... .....�.f?..t.!!V.Qf��e ..............................Roofing .....F 0........C.. D191e. c! C O/U L`T4................. .Interior D !!Vf L C................................................ Floors .......... .....�.!�......... �............................... ...........�.� I.... Heating .... L.EC T1Q. ...:.............................................Plumbing .................................................................................. Fireplace ..................................................................................Approximate. Cost 3.9 oo p.o.o ........ ....................... . .......... Definitive Plan Approved by Planning Board ---------------____-----------19________. - Area /v�. s'.......... ....... ........ .............. Diagram of Lot and Building with"Dimensions Fee � �! .� ............ ....... ..................... SUBJECT TO APPROVAL OF BOARD OF HEALTH 1 hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. i Name . � .....�`/ ?1.......� /.............. i EpnAndrewnou"ds* , uz�w W. ' � ^ ON . � ` 18207 add to garage . -----_ ................................. � � . Location -- --------' . ' � � Oatervllle . ~---.---------------------. AudrewW. 8dmonoda - Owner _.--------------------- � . . / frame Type of Construction .......................................... ` ^ ' � . � . ----. ' ' /..--------------.------. . Plot --_.................... Lot ................................ � � Permit Granted — l 76 � \� - ~ � Dpta.of |n spection Date Complete 6 . .,��.�---.lg � ^ ^ ' � PERMIT REFUSED � ._---_---~----------. 19 ' . . ' . ` . --------------.-----------. � � � , --------'---'--------^---^—' . � - ` -.—.---..=.��-------.---.-----.�. . . --------------------..'--.--.. � Approved - ' ~ ^ . _--------------. lQ , � ----------------..---------. � ---------------------'—^—'-- � � � I ' � 1 .``r / Al 401 ti v ` ' % � r V ZUCA �1 � 0 CD CD• + N cp 0) CD .. rt . ' LhO f CD = ► j 4) o � . CD u, i CD ' a { Ste i apuit We Ro a Rd �- d . t , 10. 1 Q oldt6c'- PlebbUI { 1 ry Q I N O _� . I n j I !W\ r w w Cr a Cu u N O Cn 90 o V, , CD Miami beach'pebble ' W I • i G ' ' tile to fM'tc PQJ°!f I' _ pebbletec CD 0• �. o O III 9J. Wilkens Residencfe Oyster Harbors, MA Rick Lamb Associa es Landscape' Architecture i January.24, 2011 ► Scale 3 1 0" 3 � I I I 1 I I , , I f 1 j I , � I I 1 I � i I I { 211x1' 2"x4' 0' i ! 1/Z bull nose tread,; �`✓ 211/�1 17"A�'0"A x ?"x 1'/'7 " A '; I 2'x2' 7 r-r-ae o crab o -chard stone 311211 j j ! I ' I ' 'x219' � 1 � p� F } ? f I Y 2' 02N41011 tree e I i + ' B 1/2 bull 2"x ;, r 1 2 x4 0 nose --- -- tread/ !c c --�--- �.__._..._..r.. - { S1pa'an,d ;Terrance Plan View V1lilkens Residence Oyster HAr rs :'MA Rick Lamb Associates Landscape Architecture Date February 4, 2011 Scaie 1/4" = 1 ' 0" 6 I Y ' I � f I I + It ,I k I I f tt I l a • 1 i I 1 I I I t i `I i Y I Y ! ! Crab Orchard Stone . i I . t Crab Orchard Stone = rab OraFard Sto 9 r 1 I I St0 a Veneer seat stone Veneer, J , 2 4 /2>a Spa C; [ ! I 0 8' j pebble# .E inside �a ' ` r B Crab Orchar�fIN Stone B 3 dia f n uP. .,Miami beach pebble . Negative'Edge Miami beach peeble 1I Trench tone ve eer ` stone venee r l Crat OrchardPone' stone eneer ^ . 18' g„ t ,'; r r ns_Residence.- - Oyster Harbors,. .MA Rick Lamb Associates Landscape Architecture January 24, 2011 Scale 1/2" = 1 ' 0" ! I . 1 . r l I ' I i ' I coping - If 1A.1 V 11 T At X 1 ' �'in' :Spa Section a sc Ia 1/2"- -1 ---___..--- --- - c lattice fence natural finish red-. __ . __cedar'___ f j 779 a 30 4107' 41F - . r M t T , r - of -3011 ._....-.•'. 0.r�^"--.".w..... -w � .-...... 'tom.`__+..�Y -....`t - :�I...�.'w'v"�.._�.-_�-c.+a..— •' �� �r � Y — ��� _. � — �.—w �_ � - �_ _ a := is rams . Sp�EIeV-�tl(ZCI-----scale_..1/2"_=1'_0" � __._._.._ . ._ - _ p � Wilken 's Residence Oyster Harbors, MA_ Rick Lamb Associates Landscape Architecture Scale 1/2" = 1 ' w January 13', 2011 laad cr.�ated.-cQpper cap; i , radius-.top rail ___ if tied, e 113 ed Post I i ' . �- - -- 1 ! �\ -T ! - �. 14 0 j- 2Se.C- s..of attic• elfercer-V ed -I p . -- _ ; Q .. ........... chamfer -� -- -- —•�---- _.1: �r ��- 3„ e ' --'-____.._...__•_._`-__•� .... ._.. ..._...... .._. i ._...................:1. �-r.w. it ' } ' � Spa Fe ce Latt 'ce scale .1 ,�2 11 1 ° o11 f I I ' I I I , '� I I j �ead•co ted copper Ln IIA , 1 m � ;I 4 I ; 1• j ! N T" o i I i1 icc i\jI Ln �+ x ; a — � i � S � '3 ; I 1 �N � 1 '• 1 I ' ] . t I ; s _ charrifer i , • i 1' , W � I i +i "t6oneste 'cket fence �attice-fencer. f,� .��•j J� �—.�s�r- w � } ��-4 •i. i I t f .-'1,.� i I 1 .. \�-- �� t 51 table tc "tCD CD n CU CO 41 o picket fence 111111, - - - - -- I'igfits TOstone steps - - 186" r 'tab-- CD pool terrace i =Spa Plan - - Wilkens Residence Oyster Harbors, MA �! swImmikg pool - Rick LambL Associates! La scape Architecture" 1 ' n„ t Willer Radudng Admixure: ASIM C494,Type A(wale redo* ZOO al set), Creator than JO F,fiO f rim.When shear wags m different levels align,and sPecifk bountlory efunmf PRIVET DESCRIPTION or type D(water redmddno old refolding aemahre)co°ta ing-Mb de L Include det 1s of cub,as tiom,camber,hale wed ofAe pertinent connections are net rKd n the emwi Ii bounaa demurs sAau T.,added dunng m�n�(a��re. Belwem O and JO F.fS'F data.Ideate welds q standard AWS symbols,Mow size,femgfh and type be attached ID h ry 1. Project is a garage with ti N space above. rraougg Ikons+ifh fernier fire romstirg of two Simpson -Eucon WR-75'by the Eachd Chemical Co. Less than O F,�70'F o/a.*wide. 'rot straps,CS16,extending a minimum or 16 inches past the floor to!I-r.Concrete slab err Grady -pfastamte 161"by Slip Chemical Corporation iv.Concrete slump sbe➢be mUnfoined at 4 inches or less. (Rer.ACl-J06) i. Provide wttnr drawings,templates ash directions far the insf°If°tion sandwich and nailed to the boundary dements above cad below with 20-I0e 2nd new,Woad Raors on iJl jeisb Rd Aa-JO6) o/anchor be and other anchomgw to be imtalfed under other Sections noon 'Poybeed'byM=Iw Builders. b. Concrete Placing:( of Work. iv.Where shear walls on different levels do not align,and=spmfi defogs ft-h Shingles m Tr homed cool ire. Nigh flange When Redudrg Admixture(Su Pastk;rw): ASTY C494. ;. M snow,ice,and frost shall be removed se,Ud it dom nut occupy h.Do not use reprnducrma copes o/the Confect darommtr=creation net provided in the drawings.Provide double ports obeve and Mow Founafim, Spread/mfi gs. ,i�?�F w G(Super Rau icizw with rdoNer),wntainirg merit more than apace intended to be Anted with carczUa drawugx Ue wells. Attach boundary Uemenb wRM1 a CS16 strop around the joists "•'^chadde m Cancret.shall not be placed an Imzm suDgrade, and edending o m;Nmum a!16 inches prat the Raw sundv;ch and naiad Loiterer system Woad Immed shear roll,. u WOOD FRAMING m Iha=,y.dement with 20-IDe rage. general ^y -Town 37"by the Euclid Chemical Co. n v. Clue and nail sheathing with Bid O 4"a.c f all edges-inchd;ng blocked 1.This sec6m s Ica aimtafian o The CmWclw h res�nagga!w all s Cmaete shall be placed at a fanperatue not Ica than SS f. I.Ganeral itemo desaibed an the dra n nd mecir-tiros=wall as far an material -Sikamrnf"Dy S6a Chemical Corporation L. 5 ga rrp�qss a Protection o!-ncrefe euriml ar;rn9: Re%AC!-JO6) edge-ash with 8tl 0 12'ac.at inlcmrcaide studs uNnss moro stNgmt ash bow the ran aasonoDy be in ed there Imm. -'Poxro6lh 100-N"q Master Buiaem a. The contractor is expected to ere tent who am knowledgeable rcquvemenfa we-fed-the plane. i. Concrete Mall be maintained at o tempmfure net less then 55'F.duringplay coupe w'and m w GENERAL APPLICATION No-Noride Accelerator Admixture: ASIM L494,Type C(Acca emUg rey) curing,for the time duration specified below, canal aspect to'Con Construction Rvctkm M naL g equimmmts vi.Sheathing Mall be 1/2'minimum sheathing conforming with APA Structural Z ar E(Water and accelerating admixture)-nteeng-t rtcre=n O.I1F i. Concrete Ihd rail be exposed.to little or no Irceztig wed Thawing;n as presented in the Maswchuxtta State Building Code. 1,exterior exposure requirements. O 1. These drawings must be used in conjunction rift the architecture]drawings on the pmject chloride ions. m sauce w during constnxbon,such m in foundations and subsWNurm, 2 Produck: Unless noted otherwise on the drawings or in these natea,all woad 7mming rii,Where shmr wafts direr m'o;sf;provide 5-I6d nits through s91 plate f' to clearly define ed requirements for canfncfbn. _qaa card 8l1' Euclid Chemical Co. ho➢be maaMa at the curing temperature for. shall hove the fagowing mitimum prepartias(namol dureffm)and be at a mestum fo josh below al each Itud'space within the width or Ue shear wag a Of 2.No Contractor should attamDl la bid trot mnsfruct a g q emfmt of 79!w fen: _ ( try palion oil Us pre MUod -boraccel'q W.R.Croce @ Ca. a)Tor days i!mode with Typo 1 a U Cement a. Studs: Ph U consdl' the pojed arehi eatuml.meshanicaL and e/ectrfml spedficofrons arch/w vu.Where flow and roof di'a ++°°9q aloof shear rolls.provide o minimum o/ mg .1 O J'ac.-Xing tf bAcbng w rim tjoistan and Simpsan p p connection LU Gametal Nofm' -Yano6U-NC5.T4"q Mmtw&skiers DJ SIX IDs ode wig lwor N cement.w 0ax/aofirg adm&Nre, ;. Spence Pine F Stud!:rode w better O Ili'o.e of 72'ac.between Necking w dim joist and hear wall tap plate. W /yd or adl;tarol cmcni O a The"Cereal Notre ore intended to Iwrc bn=the structural portion o/project spadlcotiwu. v.Air Enfrab g Aden x ere: ASM C16c ACT ape In,all ronuem used et W. LSL P emondmrured Studs O 16'o.c.where-fed an Na drawugs. b'Provide tIbrop t continuity jat ot dements it line with Mmr rolls /a rehicubr traffa and pending w rormuete pemanenUy erpased to m Concrete Not ll be wposed to weather in saw,ar Owing construction: a q sing strap tin of rim joust splice,of fop pale spficey,ash at 4.All!hmurgmpsq hich,in Ue ooppnan a/the Cantmcror,appear U be deficiendes, -d _the'the weather. b. Light Fmmirg(4x or Ions): joints befman top plates and header beams. w ronhadctions a amb'uifies;n tbe dmwinygs shall be Dreu hf to the attention o/ a)flues days i(mode with Type I w II cement. the Sfncfural Eng;nee�Carectiam or rriftrn inferpretaliongi shell be issued beware 4. Rdn/oreing: b)Two dap i!render with Type III cement a acceleraing admixture, i. Spruce-Pin.-Fir(SPF),Na I/2: r. Provide held-dorm to reflation rolls an all beundary elements U.N.O. Q affected work may proceed. a.Bars: ASIM A615-gmde 60.except grade 40 for bare noted=fired bent or 100 lb of additional cameN. Fleruml Sfree 875 psi m pans,hold-downs shall cansiat o/Simpson HDbe. O 5. The Coatradw stall bform the Structural Engineer,cin y and erpUcilh in writing of. Imuk6r9 materials for marcta profaRon ere mlfacd in Aa-306. Compressive Stress 11500 MISCELLANEOUS N070 of awry deviation or substitution Tram mqur menhr o/the cantrml documents.C ntmcfar b. Welded Wire Fabric: ASIM AIBA Halzontd Shear Stress 13.5 psi 1. The Contractor is sal shelf not be reffl al of any requirement of the ?nfracf docummb by virtue of the 2a lelavnce fern anchor Mtr and ogres embedded items shell be in oarordonca w;lA Aa ey rs ponvDle far all cofery reguafimx programs and precautions Structural Engineers review o/shop dnaemgs,prei data,etc..unless the Cmtmctw S. Clemente between reinforcing and concrete surfaces: Code of Standard Practice,Section 7.1 Note the specified intemnce aPA.to pion Mnduhd o/Elasticity 1,4W,000 psi related to erg work an this pojeel location of Ure item and;s net relative to location thin wells w I 6. Wmlem Red Cedar solely msponUble Ica tAe fecl;on of permns am properly dither non Clary Engineers informed the Structural Engineer in rriGrg of any deviations ooNgv. (MC),Na 1: 2. The ConWcfw s sot po w wbsh'lubena at tune al submission. a Untamed-J' 11. pal adjacent peal protect d against njM,damage,a loss. Z o 0 0. F rid and w to weather or earth-2' Ep°xY and Erpanson Andirons: flexural Stress 725 on a ed' of to Ua project and shall � 6.M elevations ore referenced=taperer: Onfun 100'-0=first flew elevation=sea arch lowed a. Expansion Mfs tan be wedge type:roc-plefed w stainless steel,Wit Raul C-Prewiir Stress 825 Psi A Mews and methods of construction and erection of structural materials are solely the U.S.CS c Formed but net exposed to weather or earth: Stud or othe ICBO approved eq-L Harizmrol Shear Stress I55 psi Confmctcv's responsbJiry. d 1 Modulus of Elasticity 1.000,000 psi 4. The structure is designed to function as o unit u _ DESIGN CRDERIA i. Calumet,Beams,Girders-I /'to ties aw/or stinups c install m accordance with manufacturers printed instructions g Pea completion or mmtnrc6m oil W e the project and than,any to support the design lams indicated.The contractor is o L° i. Walla,Sabe-�/• ire son and Epary bold M.➢provide a minimum safety/afar of low c. Manufactured Weber(L15,PSL LSL) responsible rw mean,methods and wquenoe of construction and the wcquary of the U U. w 1. Building Cage: Massochusefb State BukWg Code 78XMR 7th Edition 4 (4 limas the following minimum twang service fond capacity. L Lommated Strand Lumber(LA): structure to wpport loads o-urrirg during construction of the projod.Furnish elf W e 2. Wind leading. a Earth formed trenches slag not be used for footings unless approved q structural DAUM SHEAR TENSION Flexural Stress 2250 ta°pormy wooing shosg,and/support as may be mg.Lmid cap Li (9 a Bask Wind Speed-120 MPH c"Imoa in rdfirg. �' 2250 Its 2000/be Haimnta Shear Stun 400 psi' 5.No openin4s now ntt flange in size dimension or location hall be mode in any structural o 0 7.M construction b shorn m the shelf be incorporated into the structure 4 4500 Us 4000/As element thout tt appmwl of the Structural Ergaew. 0.Expowm Category: C join dr°wigs ncorpora Maduhn of Ekrsfioiy I,500.000 psi W o os unless there etiminmben s ap• von by the SUucfuml Figfneer.Adefflit pIannb 2a MUntain the following minimum spocinq/edge distance unless rated othwix. i. lnm;-fed V Orin Lumber L 6.Do not place equipment when shipping w operating weight exceeds weight mdiicated an c Importer-a fmtw,1=i u lersd a/aafimte on is shell be located d pdnia of mwmum shear and (�' structural drawings. < o d. Woof base shear. shag be detailed an reinforcing shop dmwiigs.Ren!ng shall poss conlinmusy OMMETER fXPAN AIIC110R9 EPDXY ANtAN1R5 Flexural Slmss 1600 psi 7, s 1'-4 w lass an°aide ore / t Mown on the dm<mml drawings. through eamstructian jokfs SPA EDGE SPA EDGE Horizanbl Shear Shrew 1B5 ai 9y gfor such- gs. I D elernto drawings a(other consultants!err each opmmgs. E t st NMh/SoIrU a. Horironfal JoNs: NTmero shorn rough in secbem or details raughm to I/4' 5' 6' 4" 6' Modulus of Efasfidry 1,900,000 psi B.Slaw up areview. w a r,r a����fitude before mrxaeta xm;Usswhere.clean,remove fanance ash hove 6" 9" 5' B. is PorogN Slmnd LwmDer PSL: pmirgs through structural members on shop drawings°red submit lw 9.8 K 2J K uZZk6d ( ) Opmbgs rat shorn an structural dim'ngs are wbjecl to acceptance and shall be specifically 4.Su Graz' load' Saw Load K Sheets. A Vertical Joints:tomb vertical SIRUCTURAL$I EEL Flexural Stress 2900 psi iedkated!or r.viaw and aaeptarce. ++= READ pedmP=ed Gravity ug: ry jdnb;n 9;rdws.Dorms.grade beams jdsb, Ibrizmf°I Shear Stress 190 SSELI walk and SbAs betrem su P°rfs,unless-the othemise. Ps; 9. Opmugs fhrougA Room and/or teals!err passage of utilities ore-f located na dimensioned 5.Foundation and rebimng walls have been d";gned for the logo"assumed deign mdroy P 1.Stall sections. FY ModuAn or Elasticity ZW0,000 Psi an sUictumi dimwings Contractor shed obtain and coordinate such locations and S RCN Al Pressures: c. Locate other joints=shown or rated. WBs thru W40's u.n.a A572 OR 50 50 ksi h.Woad I-Joists: Where free' dimensions with the contractor requiring the opmAng. _ 9 ug-J ill M are-fed 7@"use enginawred l'1 Attire pressure 1$_psf/R 8 Unless rrofed,pmvitle continuous mintort�rq aranM comwa and Uuougk mmWclion Other raged sMp=and°rgl= A76 J6 ksi wend hloisb praducb by inu�lasl YaNJaa IO.F proofing o/structural dements h not dawn m the structural drawings.Refer to ''errFa`v rRRRq° ° four con Tea and joints between°U abutting membws pipes a Ue archifact.,drawings far fire rating requirements o At Rest Ressum___L_P.s1/R Pas )Submit layout shop dmwirgs fa wand 1-joists. 9.Provde standard honks an bers IanU-Ung at°c.-in lace unless noted i.e.:edges Squam and rectangular N55 A500 OR 8 46 kei 11.Do-1 scot°Uex draw;rgs,use the dimensions shown. Passive Pressure�1{�Psl/R of openings. M Eke A36 36 ksi b)Substitution may°I agog Pmducf is accepfabk upon wbmittod rings,slab edges apandan joint,ends of bums and end,of walls,etc equal by canfr°cter ash apprawl by structural en%. 1Z No structural modifications chin;ions,a repairs shag be made without prier review Friction Coefficient D.Jo 10.Unless noted otherwise.provide 2-/5's at each side of opereryx Extend 2'-0'be/amd 2, Oonracfians by Structural Engineer.Suemif dda➢s edges of opening. d.Structural Panels(Pyrand w OSB): CODES AND STANDARDS o. -w or Rwwd4EORI has designed erg wrmect;-�a It a connection desq SUBMITTALS I I.Unless-fee.s� fauoe top and bottom been=fail.- top been al midsam. iaod trolly omiMad l remitted donmanb the cartnectw shall req-il i Sh:"far rub and ware shelf conform to MA PS-I sfarMard, Lay 1.Building Code Massachusetts State&ikrM Coda 7th Edition eottam bers over suppavi specific written connection design from the Structural fngneer. pang+ifh long dimension perpondicubr to joists with MM Nga staggered 1. See Y°teri°I secfiore of Uex Cmeml Notes la regained shop drawings IZ5pfiw bers with contact laps unless-fed otherwise. i We the I.Uo' col T. "8nmug Cale Requirements Iar Reinforced Concrete.AL7J1a q the American Concrete A Contractor deviations/°dieted tithed written aPWow+1 al the Structural wag P° Trades and Ukknesses 2. Manufacturers Data: Submit two(2)cop"of manu7arurer's specifications ash imfalkalian IrutButa(ACI). BAR SIZE SPLICE LENGTH £nginew wail be droned a contractor design with ford design responsibility Ref over frems and rafters APA Rated 5/8' insh-tiom lw each Arad-t speolied.trMirnte by transmitted!am that a ropy of �i�l�r Inc. J 18" remaining with the contractor. R-1 over i@G dec' APA Rated J 8 each inst-il has ban distributed to the appropriate emfradar. Slrudwel mpuv-A B.0da. I 1anM of Standard sonnPractice'q the Concrete Reinforcing Sled institute(CRSQ. ' b°9 / oo uu sow emoo -rota /4 14" a Con-alien design lac":Unfaraed AM rohrcs Room APA Slurd-I-Rea I/I• a shop O.b;.c submit we(t)re mentibk erne r(5)prink o/omA sMp drawing. y am_*a r di i I. lea;/moti°m!or Masonry Sfrucfvrm;ACLS.T0.1-ASCE-6. d wing ash mpg of-ntmcf documents Moll not be used=MOD dmwinys.Shop 5. lore and Resslmnco Factor 15 '�• a.Ymnmt caneatians indicated an drawingsUus: H a 1. Sh-r Whlk Ert Mq Rated I/2' par bee CmU-fors e° m t^''°�•co r^ '^^ Design SpedR-tim rw Structural Staff Bum' () () dmrirgs shell reviewed es Contractor prior ro a, asian.Omw;ngs sell American institute°!Sited CansWcfion(ANCJ. "r99 q 16 54' Olhw Walk APA Rated 1/2' approval stamp nts.que resyaand coity fa cion with her di de&On shown b the 17 �. 0.Cmneation I-bl;an: c°ntr-t ws slamLt,guess a re and coordination wBA other trades Om irgs-f bearing 6. Manual or Sted Construction Allowable Stress Desgn;q American Autifde o!SfM i P =asial force b kips;(+)fmsm,(-)compenim a S f erg plates shah be pressure treated Spore Pine Fa stamped to show Cantracta's stamp may be rejected at Ue darretim a!the AmluYeat or structural Construcfim(�). 18 72" a '!h AWPA dwdards Eigucw.weandw if a p nfs➢be refurrae vial the Nthifoi Engineer comments 7. A�Coda o/Standard Pratfke"q ANC la Splice raided wire IotuiC q IODprg me run mesh space ph.T' i. v =w R.Mew.bps a Connectors Anov 14 lender ; the Structural 14.Where nanfwd s not indicated a droed,;ndde for 9,M =moment fog-kips days Gg;nrers office I revkr of shop Om irgs a Specirrcatien for Stricture)Joints using ASIM A325 or M90 Bolts'by ANC. `g pthick se is in°"r o.Praplo s/B'diameter 1-bedded51L.elm o bell.a(mar.)repo aI a➢rob for attacNng 1. The Y CONTROL 9. Structural Widdag Code-Steel fAWS OI.I),Shucmral Weaeg Code-Sheet Steel(AWS D1.J), a�O.eOCh way.Spacing in irmMm.=70/(wU Ukknew s urcAm)Duf-f rv.i =forsba I-1-kips ell pates mcept provide 5/8"anchor2' at 16'undo shear walls. 0.v o 1. the Cmfmcta s rosponsMe fa 6f L m,pmrde 1 Mts,-ch rilhin 11.01 Ure Ochs o!each prim of sill quality cmtrd,;-Ndug wakmamn;P°ntl materials 0 e. reads ons f include c-dwigeon for rode pemmtted siren irate="ash lore IumiMed by his subeantractas and wpphers. Structural Wekb'rg-Renlorcm Seel(AWS 07.4),UI by Ne American Welding Society(AWS). 15.Dowel abetGrg concrete members together uNm purred manNfhica/y.Dowels she➢ reductions for amnection deign. Plate be equal in sae and spacing to the reinforcing in the supported member. A Mail,. 2.Inspectian a fesfing by the Owner does-f rerrere the Contractor of hi,responsibility v to.Notional Design Specifaatbn!a Wrotl CamfnMian'q the Nationol faesl Products 4.Simple Beam Canneafims to perfamn the Work n ere Owner with the Contract D-ammm. Aaanben. Ia UNen others.shown b the amNfecfural drawings,Provide J/"rhnmles al erg ealurnru, i NaRug shag conrwne with the minimum requirements contained in Table I- der I i.M refeencu am bted edition unless-fed afhenrise. beams,walls,and stab fired we erpoxd to view in the fmished stnafua o. 5mple Beam Co-ections Sekat conmcfiau riN copodti"egad fo a gr-tor S6p21 of fh°Mossachuselm State BumAg Cade unless more stringent a Wbfiae pp The CmUactor s responabk and shall bear the cos or connecting work (4 °d9es than th�D-m reati°rrx indicated on Ue Aorirrgs ConUafa she➢request miquirm-fir are shorn on these dr .9I or in these notes. which dam sal-f-to the sp"Xed rega°wnmfs n r FOUNDATIONS 17.Sea amhitectu eiarkas!a door and wirbo.openings,drip sbta regleL%and/w beam reacbem the ere r-erwrenty cussing/torn fne sowings campy wain (J ai iscU/meae Nd plates 6a�,°-hers,etc ale/°Ibwvg adsfioral mq,iuemmts/w aasded arch fro-s;dW shear mmac an. i. M k are to be common mails.Where,pow nob am used.U%shag I•Conecr del nt wank by meam aceptablee to the Architect The cost of extra rwk ...._ be equi.16n in diameter to the-vnrran nob tw5cated recurred q the ACNfM to approve corrective week Moe be bame by the Cmtrucfor. (n 1.In tbe aDserce o/a sods sepal M the site.laudation o baud an fh+ is ReW to architectural drawings far cirri rinish= L One-sided hear-nnecG.- Single orgle,wine berf pbk,a°d shear OUALIIY ASSURANCE 1O w remmmerndotioru a1 the state of New.8ddimg Code Tobk 1.4.1. Foundations have been pMa f�connatiom abed be detailed to use III maxima low oil X.Pre-dM nor hobs when newwwy to prevent splittim l � w w dadgad for qn allowable Dearing Preasvre of)500 Wl. 19.Conarde mix designs I racy o Mb(spored of/'O.C.or greater spading if regmuked io satiny c. Boltx. 1.Owner n engage a qualified Tasting Agenry approved q Uc Architect and Engineer U O 2 Sea sheet S200 Ica fooling,foundation and undarpimng,notes o.Submit written repots of each proposed concrete mix net lass than 15 days prior minimum bell spoorq regdmmmb)which ran be accamnrodafed rithb the r to perform tests and inspections required by these Genera/Notre. Y to the start a1 work. depth o!the wPPo ed beam web. Where bulk and plates am wiled for an the drawings,plain shall conform _ N I Soften of exterior loat'n s g ode beamv a ch wags M°0 6ear a mvemum I'-0'Dear fo AS/M A36 a d bolts to ASIM A307 1. ieWo Age cy M°II campy w n ASfM Mond Mall famish a certifcate of awnpl once, Real exterior grade for/rwsl DmtecBon• A K deshp,;ch:dur ter mnmt mhos ash fu ps Mall be prepared in u Two-sided m-eaters Omb/o angle and double bmf pate comec6ons s;9Z by the Prolewwe Eng Orin rmp°ruiNa/w ma-gemml of fhm Agecy. aawda-e with ACI JOI. shall be detailed wed that the IergU of Ue°ogles w 6mt pates d ALL EXR75ED 80L3S W WOW STRUCNRE TO BE PWN,UNCOATED STEEL.Verity a fryp Pmfessiam°I Engineer must be r ateme in the state where the 1 s b-the. 4.Al fig material shelf be popery,compacted U least 60l of the 7"dimeatim a Ua web of Ua wppwted beam. with architectural drawings for special ceii requirements. °9' a9 P1D1ec c Cement shall cord-fo ASIM C 150 Type L 4.Sea General Not"ab=e/w mgdred testis and 5.Foundation.all,hev';°9 earth pacetl m each lade MUI have bog aides Ned simultaneousy b.Connecfiams at the ends of pJak g;Nem Mall be double angle boom cannsetam ere Hal"lw Mm shag be 1/16"orersza 9 uLgxerioa to maintain a rovwncrl dew6-, d. Normal weight aggregate shag conform to ASIR 03. using high shrngfh be°tig irrq. Cmnechons sh.• . selected using the 6.Provide honing and protection from the elements for excavation bellows and sides as a No adnti tuna containing whium chloride shag be permitted m any concrete. re°.IA°w*m°°Ne Or°dn9s iv.ftetighfm°R 6dts prior!o dosing in. STRUCTURAL SPECIAL INSPECTION. TESTING AND OBSERVATION SERNCES mgdred to premofe sdety,prarmt caving.M reMug.ash ro parent undercutting 1 J 5. Unkn rated olherwisa provide stitch par"(w spacer l fof")rw aunprenim mambem d Ing Screws 1. The Omar or its adignae shall employ the makn°I les8rg abomtary to perform kam of/rots' Rer Awe bren pbrerl. I. Maximum aggregae size shag be: 1 /2'far formed elements and/'for slabs an �a a!two or rtare urged C-Iorm ro ANC Yemmts specified n Us section. rags° they grade peed shapes. requ L log screws Mall peaetrafn the main member o minimum o/8 times the shoR 7. Brae rig foundation walk against which bmkN is to be paced until floor dabs a Batted comec(ions: diameter. That s: 2. The Owner or its designee shall employ the Design Professional Responsible for the Structural at Iha top and bell-of the rot/ere in pace 9• Water reducing admixture Mall be used in all concrete. J 1/2' 4"min Design or another Engineer or Architect designated q the OAR to perform Structural a Cmtmcfw stag provide-ntinuau site drainage by a mechanical method to wi h.Ala mtm;ning admulum in accordance with Aa JOT Moll be used in oU concrete a.Minimum bolt diameter. /4 unless noted. Obx"'1 surface and underground orator=site to maintain a dry warb'rg site exposed fro hewing and thawing during ditber oomtrucfion or advice wrditiom. b. Two bets minimum per connected member. J/4' 6'ran a The Structural Observer shalt as a minimum,perform structural oDserv°tans at the 9. Cm amofe under now dm' ergs i Concrete sub 1' 8'min folowbg stages of corLstratio.: rage requirements with anchikcluml and mechanical s=' fated to/riazbg/Uawirg slid hero a maxim .°corer/mmen!rafts c. Ux logy lenssoned A7255C baits 7a bnadrg,mamesl ccmnatian,cvnWaves, and the repuiremrntr a!the sets report. oJfO S0 ad soon tontoin the amount of air rnWsvq agent specirae b ACl tension members and at oversized w srottm he. .Hare U.taro on ale joint n 0;°90°°1 legs(fro-nog)shop be installed ills a mitimum edge distance o. upon rompetian a/shear rolls)and/w Ue amhor°ge system. Bafae inslolbfbn CAST-IN-PLACE CONCRETE is not name/!o Ua°tis o/the slot Us°A325N a xrhwe of 4 time fAe dbmete, or rnish material m walls the warts-cr a%d°e°roil-nned ens. ). In ra case Moll wtw/cement rate w..d the following: d Snug tight Mfs Bulb in connection Owl we nvl slip critical nor subject to tension, e. MoMi-rlopied Nail :The use of machine applied naTng is subject to satisfactory b.A completion of structural system. 1.Minimum cwmcrele can e strength at 28 d and unit weight- rc=JOW 0.60 max. c ratio a required to be lully tensioned bearing ro-flans need mq be tightened jobsite demauI.'n or a-h pmjaI and the approval q the lam Architect c. Others fed stages as pr°•ss;+ h°°9 °Yspsi w/ to the sn fight condit ion.Snag light- f or SUalura/ pp t �° Peci m 9 required q fna OPR w Building 0>r iaA rc=4000 0.50 mar.r/c ramie s9,f5 lion o defined s the ghfness Engineer. The a cowl is a hi o continued-s/afay andarrtance. Unfew t JODO H,P51 WEIGHT,PCF Psi gat exists impact, all y- Ina ant ore r the ug effort of may be attained If nail A-der penetrate y rotor on more fhm trend in mammal la a nce D°mmw 4. Concrete in Materialsowme°M Quality Fiea Tests. rest fresh concrete in accordance with Unles Notre Below J000 145 I c=5000 psm 0.40 max./c robe by o few impacts of on impm�wrench w the fug effort o/a man using an ordinary wit minimum allowable edge diadantea ore not maintained the performance wig the following test methods: F J000 I45 spud wrench. be tleertad uns.erect. a Sampling fresh concrete-ASM C172 °Of1°9s 20.Curing: a A307 bell,m b 4. Installations: b.Malting and curing fed ryruders-ASM CJI Foundation Wage J000 145 % e used any rpm Drdkdm. a. Liquid yoe membrane laming curng compound.condemning to ASIM CJ09.Use a. 891-up Cobmm:When Ndden in a wait d cantraders elation,word roAn- Slabs an Crade a500 I45 Type 4 doss A rompourds. I. Oversized and lag slotted holes permitted any,Mae show. may be built up from Tx am;-tiers Lami-tiau doll be conD-oust'glom a Compressive ahmgfh d test ryramaem-ASM Ct9 1.Carareta shag not die pace unN rdnforMg ash embedded Beme have been inspected Z Welded comedians rich exterior !ve and sh'tch-Ted with red 16d 0 4'ac.Laminations days(or inl tioa q W a er.Adepandrnl imp-lion agemy°m/or the special kspeefor. 2I.H°t Weather Placeumt Wgcn depositing concrete in hot-Uw,follow reow-fodotam y a)rest an cylinder at 7 I Aa 305.The temperabm al-nwefe d dim°a/ t shall not exam 90 d Tees shop be dry(fen than 16X moisture canter)when glued Po not splice ami-8om. J.Concrete Yaterioh Fahrenheit.Prated fo pile° e9 a.Electrode. E70 series electrodes except E70-T-4 not allowed. days; pence rid prwmt rape drying.San I'sting and curing as sore es D. SM1ea b)Ted two ryage s e 28 der ace feria win be beset o. Portand Cement ASIM CI50,Typo I a T U, i Ill possmble. b. Fret welds AISC mirt;mum bum not lass than Cx m6;unless rated othense. the average strength a/these M rytndem (� ype ypo nay be use i!acceptable i. Horizontal c Retain ore � to Na Architect. Use any ana menu/aturcr(and rypa)of cement throughout 71.C°Id Weather Placement When temperatures d below 40 deyre"at any time during c. Wean°m continuous unlms metre afhenvise. ) ryfinder!or teatirg°!56 day if 2B day f"its indicate L NTed Flaws Unless noted otherwise m lower than oac t b/e cam Hive sire th. uJ the Projeal(exropt':I,-y Type V camel far d' piers s contact with roncrte placing am-ring,ale pmvisom o/ JO6 R-2,shah addresses the pmteclian a Aro Cleaning and Painting °J perm,glue ore nail 8d O 6'o.c. e'P° W° °9 high wgate confmt ). o/concrete!roe IrceN Mall die fonorm.The lolbwi P 9 and 8d O 12'field O for cold-refiner concred�9 pansans area guideline m9G9 b.fry Ash: MM C61a Co.L a F Lrg procedureA However.U%rg m b Roche:Umd"s-fed otherwise m m xor pbee wpacme Aa-JOa °.error steal in accordance with Steel 5lnrclurm Painting C°una7(55PL): ) plans,nag!b O 4'as roger ten provide a. Concrete mix and niri L SP-2 Nand Toe a and rid 0 6•tea STRUCTURAL DRAYYING (D e Aggrego oggregdn b coNfier. to in he and to ,de Provide ng Pra°norms: eating' EX ` Z aggregates from xme source and wpp6w=used s Uro anncref.ens design. i. Where use if desired.anon-cwrasve,ran-chbrde aceeleroGng admixture d �-J Sower tool Chanug' c)See plum/w areas d special Necking and nailing rogdrem.nfs IIJ Q� I Pea Grovel: Waned dean,hard,munded ravel conform to ASM CJJ mry be use in wardance wig mandadurus pinted bstard-,uwNdurea 6, Vwfieal gs:for wogs not deal note=Shear Wafh.ned vertical SIDI Central Structural Notes 9 q contmn calcium chloride SH4U.NOT BE USED UNDER ANY CIRCUMSTANCES. non.SP-6 Commercial Bad Clearing' (W'O ) except graded!a 9Ox passing the J/8 inch saeen arch 90i retained m 9sh-thing 80 0 6'o.c urges!ie O 12'o.c field. SI02 Structural Schedul"°m Load Keys the%inch screen. Use paw gravel any who acceptable to the Archifecf/Enginew. fi. Air entraining admixture in accordance with Aa-301 shall be included b.Cowdinde at/shop painting of structural steel wl',.Nchitears Painting requirements S103 Typical Details (7 in any concrete subject to/mezbg and thwing during either ronsrructim as specified an the architectural drawings and spry-tiers Primer paml c. 5h-r Walk:W7rera sh-r walk am-ton m e, e°m the sh-thing is use as T'P d, Water. Potable. or service rondiGms shell be compatible with archifecfu v/finish point._Y-n structural sleet part of the 1°teml lam resisting system Typ-1 dataik!or wood pone/show - e.MmMurm: Al cancrela shall contain cafe reducing odmidure a high scheduled to ieceive wchit-tural finish paint;n arcade-e with SP-6 Commercial wags in the drawings and the!allowing requirements appy: 5200 Foundation Plan ng g range ui.WMfw am egg to shelf be unihii heated fo ahieve the falbwbg Blast Cleaning. I. The shear well extends between consecutive kl 5201 first Floor Fmminq Plan ester reducing mmutum l7mtures d�nngg minrg(RUer fo ACI-JO6,Table 3.1).If air temperature 9.Shop Drawings. all .9. ng'studs of adjacent roll S202 Second Flow Framing Plan s...,. collrrelI temperature=mire ia.. S203 Roof Framing Plan a Submit Shop Drenriep including complete details cod schedules low febricdim i. MI pond ragas within the extent of the shear wall shag be blocked cad Mop ossemby a members,and details zziYduks,procedures and diagrams rills flat 1r blocking. S401 Framing Details THESE DRAWINGS ARE TO BE USED IN sfrorirg ale sequen-of erection CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS DN THE PROJECT TO CLEARLY ® wa,w� cur' THB ORAWND B PART OF A COWETE BDUCDAkL SET.Tl6E8 DEFINE ALL OF THE REQUIREMENTS FOR THE . Nig4111R1P61fNf1]roRBgMMNOt>NORBil7a biro S 10�1 CONSTRUCTION. WHERE CONFLICTS OCCUR w.va.ceom FOR O01FLETE&IIEET LOT DO NOT DO TAM-OFF4 BDDN0 OR CONTACT ARCHITECT FOR CLARIFICATION. ma Oil FOR CONSTRUCTION 0000=1111CIKW B S 1 ON WRIM A COMFIPTE BIIi11CILRAL • ttwrrbnm0zaz RK inc EXPEND STRAPPING PAST WINDOW 2'-0'MIN 189.r I WIDE CONTINUOUS STRAP TOP&BOTTOM OF WINDOW OR TOP OF DOOR,AS NOTED ON PLAN 80 O 12"O.C. ' " `' - --- --- -- BLOCKING FOR OPENING SIR~G Z 0 PLYWOOD FIELD A g u u _ - �._ii WHERE NOTED; O WHERE OPENING LOCATED LESS THEN d 2'-0'FROM BUILDING EDGE WRAP STRAP AROUND CORNER BLOLxING 0 A 'I ; i „ h PLYWOOD EDGELL S i, ii %p PAT)SHEATHING Wo GRADE C-D STUD I P. i�/ \,S OR C-C g 8d O 4 O.0 O ALL Y ii- r ,i -iSPACE STUDS PLYWOOD EDGES 5 F7 aKtuac!ET.avIIeuhG 1' 0 16"O.C.,MAX.ii CONTINUE SHEATHING WINDOW OPENING TO FON.SILL PLATE H CONCEPTUAL SHEATHING LAYOUT 2 O Oi 0 AT SHEAR WALL TYPE A DESIGN CAPACITY =JBO PLF Ir p m i h O r----------___---_--------------------------------------- (DESIGN CAPACITY FOR WIND RESISTING LATERAL SYSTEMS: W m Oj i Root Illaae O iO 40%STRENGIN INCREASE(IBC,SEC.1J06.4.1)=> 1.4r360 PLF=530 PLF) O n + + + + + + + + + + + + + , + , + , + + + + + « « + } + + , + + + + + . + . + + + + +++ e J ' 2 ;O EDGE NAILING"EA SIDE W t0 m « + + + + . + + + . + + + + + + ___ ______________________________________ ___ OF PLY JOIN - 2r4 BLOCKING O ` N } ---- . Oj i Oj Oj 18go STRAPPING AT WINDOW a°t + + + + + + + r ,. , + r . ,- DA + + + .} + } + f r . + ++ + + + + t , + + + + « + + + + ++ ++ O + « j T l ! A G Oj O �Oj Np �Y 10d04'MIN. c wrJZ�•D. +'+ 2.4 BLOCKLVC %. + +V4 , + + rrcd \ �+ - I + WOOD STRUCTURAL PANEL ROOF SHEATHING NAILING SCHEDULE ROOF FASTENING 10NE2 SECTION A-A SECTION B-B WIND WGfOA'1 NAZIS PANEL LOCAIKIN 1 2 J Fasten' SeheduL^ ) TYPICAL HORIZONTAL TYPICAL BLOCKING jQ,&Ae Inc. ' uq ('riches an center SHEATHING EDG£ AT WINDOW STRAP s--,.6-a ewlam Greater than 40 m Be common Parrel edges 6 6 4 eg um��eere.l co eo�a Panel field 6 6 6 rti(eoel sari asn rwx,tloel».aw oaf Load Key ,� Shear Pall Nailing 7 1.sm cmwa mnwtaw MNm for Wxd epml SCALE: N.T.S. W7LK 2 Lae roa ra::a:ag axm ore rno.a m,..g al SCALE: N.T.S. rlwsawwea 1 EdLw�'g area app6u ow cow!mm'v geNe-eM.oti Roof Nailing Schedule vvvea....v.ay..v»vas SCALE N.T.S. F,;;= a) TYPICAL MINIMUM NAILING REQUIREMENTS Co For conditions not shown see Table 5602.3 of the Mass.Building Code 7N Edition L and Table 2,304.9.1 of the 20113 International guiding Cade LU�/ > CONNECRON COMMON MAILS V O'of b,PLATE COME HEATER, I I 1. 1 i6"subnoor or Iess to each' face nod J-8d (n a2 I i0E MAIL)D m PULE w/15d 2. udder Iben 1 i6'suDOoor to each''sL lace nmT J-8d !✓ y m O 6"EA SIDE WIND STUDS A 2'sub0oor to'o7s1 or bbckh ,blind and face ead 2-16d coo / EACH SIDE 4. Sole able to''t or bbcki d0 face mB 1616" Y N (2)-2r PLATE 5. To to fo stud,end nod 2-I6d 1 \ 6. Stud to sde pbte 4-8d(cenail or WIND STUDS(ONLY 2-16d erM nad ONE SET BETWEEN HEADER 7. 0o01e duds,face rwR 16,1024' ADACENT OPNO'S) & W.W.top plot..face n 7 16d016" / 3'-8 \ BEARING STUDS 9. Top platelt,tops and intersections 2-I6d . \ EACH SIDE 10. Conlinue.header,Iwo pietas 16016'ac. alono each ed e \ ( \ I I 2.1. C 7n 'orsls to ore,toenail 3-8d 1 Continueas heuder to stud,Leaned 4-8d x 4�-1 // 13. Cellinlg joists tops over partitions,face nail J-I6d 14. Cedbg joists to parallel reRers,face nad 3-I6d OPTIONAL DETAILS AT MULTIPLE OPENINGS SINGLE OPENING 15. J.W or ratters at all bearings.F.;-.each side 2-10d 16. 1'brace to each stud and plate,face rod 2-Sd HEADER SCHEDULE FOR LOAD BEARING WALLS HEADER SCHEDULE FOR NON-LOAD BEARING WALLS 17. 1 x8'sheathing or Im to each bearing,rote n 7 2-8d SPAN 2-LOL 3-LVL 2-SpcPmeFl J-SpCP.,R, End Brg. Remarks SPAN 2-LA 3-LVL 2-SpaP2a.Fv 3-SpcAnsfir Remarks Id, W'dei than 1 i8'sheaWng to each bearing,face nail J-8d Second Floor Load Key 2-1/i5/' J-I/i5/' 2-2x8 J-2r6 1/" 3'-0" 2-L/i5/" �J-I/ 5/' 1-2x6 J-2x6 19. Bdt-up comer studs I6d024' 6 ro7nu 4'-0' 1-1/x5/' J-I/i5/" 2-2x10 J-Exit I/' 4'-0' 2-1/i5/' 3-1'/4V, 2-2v6 3-2r6 20. BWt-up girtkr and beams 2Od0J2'o.c.at fop N SCALE: N.T.S. 5'-0" 2-1/i511 J-I/x5/" 2-2r12 3-2,10 J' 5'-0' 2-1/.5/' 3-1/,5/' 2-2x8 J-2x6 and bottom oM staggered 2-20d at ends am at C0 6'-0' 2-1/it/' J-1/"r5/" N/A 3-2,12 J' 6'-0' 2-1/47/' J-1/x5/' 2-24 J-2r8 each splice T 7'-0' 2-I/4/'J-I/.'xi-i N/A N/A J' 7'-0. 2-I/'rl/ J-I/'r7/ 2-2X8 3-2x8 N 8'-0 T-1/ir9/"J-1/17/" N/A N A 3" e'-0" 2-1/i9/" S-1/i7/" 2-2x IO J-2r10 1. Bridging fo jdsl.fl-oil each end U Y SELF SUPERIMPOSED LOADS LINE 4__ NIA NIA 4 a. Blocking betwaem jo¢fs and rakers- LO4D 9'-0" 2-1/xll/"J-1/x9/" / /' 9'_O. 2-1/i9/ J-1/'r9/' 1-2r12 T-1r12 (n PAT ERN WEIGHT DEAD LOAD LIVE LOAD LOAD OOMP71ON OF LOAD NOTES To joists ar rakers-7aenals eaM side,each end- 2- PATTERN AREA 10'-0" 2-1/ill/'3-I/ir9/" N/A N/A 4/" 10-F 2-I/ill/' J-1/'r9/" 2-2xi2 2-2x12 b. Black' bear studs,each end 2-IOd team or 2-16d Ca (Deck)psi sf psl REDUCTION 12'-0" 2-I/il4' -1/x11/" N/A N/A 4/' NOTE i J Q r7l/llTil 15 40 N Typical Flacr Load 22. Plywood sheathing Bd Nails 0 4"oast.,edges, � 10 60 N Deck Leading dIIl 1. HEADER TO BE No.2 SPRUCE PINE RR OR BETTER 8d Neils O 12"o.a,field n9 1.HEADER TO BE Na 1 SPRUCE PINE FIR OR BETTER. U 2.HEADERS DESIGNED FOR 1000 PU` 23. Plywood sheathing-Roof See Roof chairing Schedule 2 (II Q (:`"5::•:;:1 i5 JO N T' 1 Roof Snow Lead 1 INSTALL(2)-2X6 EACH SIDE Load Key Schedule OF OPE7LD4C WHEN SPAN IS GRREA7ER TFlAN 4'-0' 14. Plywood sheathing-floor See Plan Nat. 5 SCALE, N.T.S. F ffUq Header Schedule Nailing Schedule THESE DRAWINGS ARE TO BE USED IN 3 TYPICAL DETAIL SHEET NOTES SCALE: N.T.S. r brA.m.sa (D SCALE : N.r.s. "09N CONJUNCTION WITH THE ARCHITECTURAL I. Typical details shown on this sheaf may not be referenced from any other drawings on the project. DRAWINGS ON THE PROJECT TO CLEARLY e„TM' If is the rontrocterb responsibility to understand and apply typical details where end as applicable THE CHAWMO B PART OF A CMELETE BINJCIIML BET.T16E8 ^ /� DEFINE ALL 17F THE REQUIREMENTS FOR THE a on the projcel as needed. ►iDfilAllONF�AMLO7D7�DIA"No ON Ditty lm78.RE To ` OL -/ CONSTRUCTION, WHERE CONFLICTS OCCUR .w.�wwx®v,v 2. Typical details shown on this shcef MAY be referenced on plans to clarify or ident;6 p partbabrrondition. FOR CONSTRUCTION ��001F 1E EM9MU8r DO NOT DOTAPE-R BOOM OR J CONTACT ARCHITECT FOR CLARIFICATION. "m"` J. .Detail d.ignations(i.e.5/SXX)shown are-for convenience in communication between the contractor to WorM+lOxm and engineer. SET.FOR ON 1 81R1CIUE WTRpI7TALxAHETE BIAICIUAL faµ(e ANCHOR BOLT-SEE PLAN Z a,6 BOLT SHAU EXTEND 7'MIN. S3 WALL INTO FIG �. (((2)15 TOP 4 BOT CONT �,8 P.T.SILL PLATE r0 END ' SPIRE D EXTEND OWLS TO MATCH �� SIAB GRADE '_p• HORZ RONF �.�y }.�CLASS B TYP, MIN SPLIC 3'-0"NIN. 3'-0'MIN � - I I I 1 TOP AND BOi REINF �.� _ 14 FTC RONF., FTC WIDTH SEE PLAN SIX , t a 51 SEPARATE FOOTING h LU FTC ANCHOR BOLT-SEE PLAN L=JD MAX. 'O ° 256 BRIG BOLT SWALL EXTEND 7'MIN. W WALL INTO FIG F I�I I-1 I. NAX.SPAN a a i'i P.r.SILL PLATE --' 0 TEE RLAN _ OBTUSE ANGLE CORNERS SEE PUN _--- `I SUB 0147 RIGHT AND A. STEPPED CONTINUOUS WALL ACUTE ANGLELCORNERS JOINT,UNIf3T , L=4D MAX. SEE BEAM, BE A,S COAT. .Ell __ _ o NIN(AP LI' MV..SPAN PLI1N B/r6 iD-10'W/ ,I .i Z _O .y TOP AND BOl REINF (2)15 TOP @ SOT CONT (2)-%2 o BOLTS L _ - 41 O 12-HK U END EXTEND 2• I FTC RONF., 2 d 0 END OF SPLICE J/ T WIDTH.SEE PLAN SEE PLAN "o 6 U U w N J6' ° °' J/is V INTEGRAL FOOTING I o LL GENERAL LEGEND �J6 Bearin Pall on FOOt1II a n DWLS TO MATCH ry STANaM TIWK W 6 � HORZ RELYF I _ ---.--._- GENERAL NOTATIONS A ^ SCALE: No Scale 0¢ o to' SECTION CUT I ° ° STEEL LTI 1- 2' 1-i 2 - IX XX=DRAWWG NUMBER SEE PLAN ri=SHEET NUMBER _ FTC L. '-'''-ff L=7o LwX INTERSECTIONS G EL• ELEVATION:DR DRAWING -LL MAX SPAN N XX=DRAWING NUMBER TYP RE AT 0 So. „ _SHUT NUMBER 11-11 Tpt1 Wood Beam to Steel Col SEE PLAN WAl1 '''DYED 1 A -T M• ® XX oLDRAWRG'�NUMBER B. STEPPED INTERSECTING WALL scr4E N.T.S. ri=SHEET NUMBER 51 51 T ical Concrete Corners �I� �J ALTERNATE SECTION CUT FOUNO4TION WALL _ SCALE: No Scale /(,I�T� © TS OR WDIGTES ADDENDUM 1'-0'MIN. 7 J u CAPACITY=9K 1 STEEL COLUMN-SEE PUN I'Ij't1Ly NUMBER / I CAPALm=I4K / ° 'a j/- H9Ln W150 ADS µNCHORS BIDICAIES STEPS AND "I" 7 I - - '/s %-00,10E BASE PLATE 14xJ•-0'OONE15 IQ&A, Inc. SLR IN DECKS& ��- — 1 ION-SHRINK MIT-,,. 024E O.C. eos can Ensize �co oaar� _�—_� ° STAB ON GRADE NET FDRNID i" ( se•caw eNu tsa.V se.wa Ja e•u.�m ux..r..a co r.ewn m. ELEVATION=OUT :.:_I 1�,fi - XXX'-YY=OBJECT ElEVA1IN! I f' _J• B4SE PLATE BASE PLATE Al III i�= Form --_. TO.SIAS�T.O.(OR B.O.)OBJECT -- w '. �I h�-1 I I J-15 AT FND CORNER WALL OPENING N -TI I='II�=1I I 1• NOT.'ALL 91SE F M4TERML rYPKAL S.O.G.CONSTRUCTION JOINT 10' a/6 AJ6 STEO S UN.O. SEE PLAN Y RONF SEE CONST.JOINT- BOLT HOLES ARE /6•URGER PLAN ICIOLID CONTROL JOINT Q) OPTIONAL TIHAN BOLT ONE TYP.SEE 6/SIO3 NOTE USE TOOLED JOINT AFTER C FIG RONF-SEE - Isolated ° ID' AND 8/51Q7 FOR ANCHOR BOLT DETAILS FINISHING-SEE ARCH FOR M PLANS AND OETALS RED -9 > STRUCTURAL ABBREVIATIONS DOWELS-SEE PLANS 6 Isolated FootingDetail (� , AND DETAILS CAAPACITY=70X CAPACITY=IBK rare°(11em ABBREV. DEFINITION ABBREV. DEFINII ML C. ALTERNATE STEPPED FTG C No 0.a anchor bolts if ,mer Face ADDHdL addltiam l INi interior ° ADD I/2 OF PARALLEL u'I above finished floor JT Joint J 1 I I/2' INTERRUPTED BARS TYPIN N ALT alternate L, LEN length /I6 /16 lM BUT NOT LESS E OF 0114VNPO 245 x 4'-0"([WwALLS) ARCH architectural LW. lateral T ical Ste ed Foundation - ISOLATED FIG TIP.84SE 2-ls 1 EF.)IN WALL an/mriA.a'-0 (suns) TYPICAL S.O.G.CONTROL JOINT BARS AT B, BDT bottdm LLH long leg hwlXontol 1�l MSE weTF a a bond bean LLV long leg vertical 1 Fr _ - - 2 4-15(2 i0P @ EACH CORNER PROVIDE CONTROL JOINTS At I6 FT C/C EACH WAY WLY/NUM SPACING, B.L. brick ledge LONG longitudinal SCALE: No Scale 2 BOO.)IN S1A85 CONSTRUCTION JOINTS CAN REPLACE CONTROL JOINTS.ALIGN JIS WITH BLDG bulldlM LVL laninoted veneer lumber VERTICAL PENETRATIOAS(STI.-COLS): BN be." HAS masonry BRG bearing MAX imxinum UPIED BTYN between NEON ecMnical2. � CJ const./control Joint KLAN n;cZ. NOH-L64D �� Typ Steel Col Base Plates BARSK(1N slR ONLY) /� a CL,CLR clear N=I. nlcrolan EiFARINC WALL CNU cox rmsanr•y unit NfR no WALL - ' COL column MIN minimum (SEE ARCH.DWGS.) 2x NON-LOAD BFAPoNC WALL SCALE: No Scale T ical Control Joints CONE concrete MINNTL metal BOTTON f (SEE ARCH.OWGS.) 2 - CONN connection AM nominal BOTTOM I I.—. SCALE: No Scale CONSr canskruction a- outer Face p_,6d NAILS WHERE NOT PoSSBLE CONT continuous a K opposite hand O BLOCKING J-I6d NAILS I 2-16d N41LS /6 TO MAINTAN J6 DM. BET DTL detoi I OPNG opening EACH SIDE I O BLOCKING STEEL COL. PAST OPENING HOOK SLAB ON GRAD&SEE PLAN Dim dinerrslon PC precast ) ® SEE PLAN HEINFORpNG FOR TH/GLNE33 AND RONF. DX deck PL plate _ • , SEE ARCH AS di.9-I sheathing REIMF einforce,mnt FTPACK INTERRUPT SLL COL a45E ' 'DUGS d-.ings READ required AT a4SE P1ArE PLATE SEE i 2�PoaDININSULATION WHERE OCCURSDVL dorel RET -to,nirg © 9/S10J Tyical Concrete �7�eIIlIIps fig ILi..�rJ+ ��H EA each S.A II see arch drorrngs OR I-JOISTS I F, l- YF. � _ oET each Face S.a G slab on grade E FRAMING PUN) \ J / . ' 4'MIK COMPACTED SANDEFF effective SC slip critical .EJ exponslon Joint SCIRD schedule OUT WEB 6 1 12' THOROUGHLY COMPACT aSNRBED iRAME WALL, /g"a HILn MIAEL,ELEV elevation SECT sert,on AEHESNE ANa10AS NO REGENT REQUIRED INTERIOR S.O.G. SOIL UNDER SLAB EOC edge of concrete SIP structural insulating panel FLOOR I-JO67S BEYOND WALL RONF If WALL NOi EXPOSED COD edge of deck SL slab (SEE FRAMING PLAN) LID BLOCKING MIN.5'EMBED. EON edge of masonry SPA spacing O 24'O.C. SLL,BfY9ND 4"SLAB W/6x6-W1.4xWi.4 CU In EDS edge of slab STFNR stlFfener JOIST PERPENDICULAR TO WALL JOIST PARALLEL TO WALL °'•• ' •:° OR J o IB 0.c.LA war v - EY each way STL steel EL SEE PLAN I - ° ARCHREC. . � EXIST ex lst,ng SLPPL supplier NOTE CONTRACTOR MAY ELIMINATE BLOCKING 10.WALL •�•p A th ROTOR- p�C, 0 ° 4'MIN.COMPACTED SAND ..-. EXP exponslon SLIT -support .:' o�• ° 4 P I•-_- EXI a tenor, extension l/ t� BY DOUBLING-UP J01515 DIRECTLY BELOW WALL 1'MAX , oP 00 NOT EXCEED JOIST SPACING SHOWN ON PUN. FOUND.WALL NON-SHRINK n �°°�c�°°h j I ° FL floor i/xx top o of xxx �°"°°�E3o 6°��d°eoe. FUS Face of stud rKK thick, th,dmess SEE PLAN GROUT ,;� REGLET IF EXPOSED -11 11r-.N-TI__DL FP Full perretrotian IJI Vood 1 bean(see rotes) J/4• 0 OUOUS OVER SOILl —IN U DER PONPACi DISTURBED ` FrG Footing TRAM transverse 11 T . Partition �Yall at Floor Pack EXTERIOR S.O.G. SOIL UNDER sue GB grade been TYP typical _ al? Ggl-lal VIED lees noted otherwise s�LE° No s<°'° �T ical ftll dointical ftll Joint �T�ical Slab on Grade GEN gla-Ian beam VIER verbal - SCALE Col Base on Fdn Pall HAS headed anchor stud V .,de, width U HK hook VVF welded.Ire fabric TyplGjl DETAIL SHEET NOTES SCALE: No Scale - - SCALE:: No Scale - SCALE: No scale IIORZ harl-tal I. Typical details shown an this sheet may not be referenced from any other drawings on the project. THESE DRAWINGS ARE TO BE USED IN It is the contractors responsibility to understand and apply typical details where and as opplimble CONJUNCTION WITH THE ARCHITECTURAL ,,,, � on the project as needed. - DRAWINGS ON THE PROJECT TO CLEARLY ® 2. Typical details shown on this sheet A44Y be referenced on plans to clarify or identify a particulorcandib'on. 7MDPAWN06 PART OF A COLFLETE BTR=PAL Wt TWE0 n/� On DEFINE ALL OF THE REQUIREMENTS FOR THE J. Detail deslgnotions(i.e.5/SIX)shown are for convenience in cammunication between the mnlractor NFMATIONFBDAIfLCTOT�d1AWN0ONOHINSHWIR LB:ERM J I v(CONSTRUCTION. WHERE CONFLICTS OCCUR •.w.w..aaom and engineer. FOR CONSTRUCTION '"�°IONONT�I UST°°NOT°AOCLILM MONO°" CONTACT ARCHITECT FOR CLARIFICATION. •`m"wNO1 0018IRTCIION ON T®BBIICIIfEYNnIWTA OQRtTE BIRICIWAL. �:+ cwryne®eaor n.M,aic PLAN LEGEND -- CONCRETE AND MASONRY CONSTRUCTION CIP CONCRETE WALL ABOVE �• ---------------- CIP CONCRETE WALL BELOW 68'-4• _ • ---STEEL CONSTRUCTION . y MAMIGIRDER O_ COLUMN ABOVE ' �] COLUMN BELOW Z . 0 Kim— Kim— _.—____-- � U T/FTC=96'-0• T/FTC=96'-p• T/FTC=96'-0• —WOOD CONSIRUCnON w 0 FRAME WALL ABOVE FRAME WALL BELOW LU A r IQD'-4• BEAM/GIRDER 1.0.WALL JOST 0 0 COLUMN ABOVE v€iY27Ea$P::.cZ4fi.Ri9.''^a'ir.. e�M�*'fi�BrS,ea.AXE'+iF,3`%a ik;'SN"^1:h`iUu:�41','.Y:.• uiis:.'L''"L -'k r"�'-". a" ?.Yr'33't'� ".>"�+`sZ'bi-R.?'i,: A; t.U-?.X�a''S'L✓'^+"vR2ti '�.. ,'F."!M.' s"55;,.IP. .Ys'l"^t 'Mack'?:Y:!ffilPBi•��,F S:RN-Y' .kd,:��"`s.S' it 9 ------------F'--- -------------- -----------N�_---------------------------- L1 E r-------- �— y v 1—_I wN iyi COLUMN BELOW o ca w T/FTG=96,-0• 1 I I u ___. .._— __—._. 0 rn 2 m 1 I I a. E Z ¢ i"• I I I _____..___._—.—�_-- PLAN KEYS K FI FOOTING NOTATION O 0 LL C7 . I _ T/FTG=99'-e' I 'k XXXX'-ri"F1=FTC TYPE-SEE FTG SCHEDULE I FI I I FI I S T/FTG 96'-0' XXXX'-YY"=T.O.FTC ELEV LU m o m 5. = I I T/FTG 96'-0•= • I f4 S S FOOTING/FOUNDATION STEP 100'-4• T/FTC=99'-e• FJ 1 100'-4• I '} TRANSFER LOAD C. T.O.WALL I I I I I I F4 _ C=99'-B• L0.WALL I R=XXXK XXXK=SERVICE LOW •�.�u� os AN ��� 1 't OSS�IH Y I I I Iiy'1 i r 1_1 I T/Fri G=99'-B" I ----- LATERAL ELEMENrs ,. . : I L-- J �J-- J I I __—� I UIEIUL EIENFNT iH6lEVEL NU.^C•C �.. I F4 IL I ... Z l � 1 T/FrG-99'-8' L T_T J WooO SHEAR WALL.DEsrcnanoN I - -SEE SHEARWAJL SCHEDULE L—J I ----..— (DETAIL 2/51O2) --- I r_ I cI I I L_JI r/FTc=99'B' I s a I FI i/FTG 99-B I •; er„vs Pu.va N s edaee Cwen r—mruu c Inc,.. omas1v wusdei..n TO,WALL T/FC 96.-0• ---=— w=n— J r,, eoianw ev.n,a,co vaew.h n+ .t N I I §•:.; G•.s2r.se+5ttt '4 .,YiA•'i:,:a4e .<arya+�nr'3ri:si-S :i^.(i-'tk aI ro.ww loo'-a• L k 100'-4• 99_4• 100'-4• 100'-4• I 0 WALL T.O.WiU1 T.O.WALL T.O. --- - - -- -- -- - -- -1--- -- -� gg m ' 43r•s,9_,..c:8.:'a�HS�YSTc;!'}.fir'ufrM�hb'k`,..i? .9.'�ivafiT.*�ticrFez t.-'"..,.:a".ZS.a;flti_l�r.;af.42i'L+.3:-.PE'n1:�1+_e:55•svf3v`Ai cd�A+J+^,;L-ii'�ile`2+.'*'/?tAi r,�Fc�.A.%Sol-, CD A�/s41�0y\ A�s{41�0y\ 991 4• V' r�anPA FI 99'-4" LO.WALL F2 V =96,-0• TO.WALL i/FTG=96'-0• T/FIG=g6•-0• F2 T/FTG 2 96, fA n Q Q Y � I J N 40 .. �._4. .. 23'-0. 1 Foundation Plan rozn Mmm W TIXT SIZE REINF. AY DFsrcN Leap COMMENTS scaLE: T/a'=1'-0• eor(U(uNo) FACTORED) FI 1'-6•WIDE 3-14,CONT. 2.25K/FT CONE.FIG x 12•INK Foundation Plan Notes F2 2'-0•.2'-0,12• 3-14,EW. 6K -- 1.Foundation has not been designed for a Road Zone FJ J'-OSJ'-0r12• 5-14,E.W. 13.5K a VekcRy Zone. -- C 2.See Footing Scheduk,det0 215200,for footing notes,sizes and reinforcing. 14 J'-6 xJ'-6 x12• 6-14,EW. I8.4K -- CU J.Sea SIOJ for fy.1 foundation deloils. CU 4.Coordinate all dimensions with architecfuml drawings. FOOTING NOTES: S.Coordinate,all openings wdh o.Ntactural drawings. 1. FOOTINGS SWW.BEAR ON NATIVE UNDISTURBED SOIL 6.Mochnical blackouts not shown,coordinate size and 2. FOOTINGS HAVE BEEN DESIGNED FOR A BEARING PRESSURE OF 1.5 NSF. O kcab-with Architectural and Mechanical drawings J. FOP OF FOOTING(T/FTC)ELEVATIONS ARE SHOWN ON THE PLANS FOR BIDDING L.Lr 7.Reference 6evation 100'-O•-Main Level Site PURPOSES ONLY. FOOnNO ELEVATIONS ARE SUBJECT TO ADJUSTMENT AS REWIRED Ekwfion,verify site elevation with Arch. BY SUITABILITY OF BEARING MATERWL, 4. BOTTOM OF EXTERIOR F0O7WCS SHALL BEAR A MIN.OF 4'-0•BELOW nNAL GRADE FOR FROST PROTECTION,UNLESS OTHERWISE NOTED. 5. ISOLATED FOOTING ARE CENTERED UNDER COLUMN 6. SEE FOUNDATION PLANS FOR PLACEMENT OF FOOTING RELATIVE TO F0UNO4TION WALL Footing Schedule THESE DRAWINGS ARE TO BE USED IN SCALE; lozn°gftli� CONJUNCTION WITH THE ARCHITECTURAL A A 00 DRAWINGS GN THE PROJECT TO CLEARLY IHBDRAWND0 PART OFACORETESTHICIIMLSET•TH3E6 `J'L) DEFINE ALL OF THE REOUIREMENTS FOR THE ►FOIWTION l9ITANG TO THS OPAWHO ON OTHER SHEEM 1190 TO CONSTRUCTION. WHERE CONFLICTS OCCUR w.va.,.w ter. SIM FOR COIFLETE SST LNL DO NOT DO TA**TEk MW OR CONTACT.ARCHITECT FOR.CLARIFICATION.. FOR CONSTRUCTION OONffrRJCRON ON IHB IIINJCNE MTOIOUf A COWLEIE BTIUIOfJK t!nrrt�r02ooz . �T. xtK hic . CONCRETE AND MASONRY CONSTRUCTION CIP CONCRETE WALL ABOVE CIP CONCRETE WALL BELOW STEEL CONSTRUCTION BEAMI/CIRDER COLUMN A60W COLUMN snow It 0 WOOD CONSTRUCTION FRAME WALL ABOVE —————— -------------- n?AME WALL BELOW SFAMIGIRDER JOIST .2 COLUMN ABM '2 ------- COLUMN BELOW 10 --------------- ------- 2 z ---------- -------------------------------------- --------------------------------------------------------------------------------------------------- ---T T----------- ------------ 2 0: PLAN KEYS e . L) , 0 In 7IN LU 0 C HO.D. TYPE-SEE FIC SCHEDULE xxxx,_Yr1-To.nc ELEv �? < S—S F007INCIFOUNC14DON STEP CUL COL TL-XXXK TRANSFER LOAD XUK=SERWCE LOAD F _1�5 4*0 "Al AN R COL LATERAL ELEMENIS GO IN NO.50 1 LATERAL ELEMENT THIS LEvn L J L----J WOOD HEAR WALL DESCM77ON SEESSHE4R WALL SCHEDULE (DUAIL 21SI02) 00-1 �T T 40.0-iUS L_J CO_ CONCRETE SLAB ON GRACE M.F.W1 JJ 0 IS-O.0 OR WWF&6 W1.401.4 THOROUGHLY COMPACT DISTURBED Ia&A, Inc. Mu�ft&—&fluild. SUBGR4DE UNDER SL�� aas_�._ 0 --------- ---- -------- ------------------- L J: Co ------------------------ ------------------ F71 Main Level Framing Plan SCALE 1/4' 1'-0* Floor Plan Notes. 1.Typical floor is stab an grade,See Arch.1,or(imish flo.,rnat'hah, 2.Typ,J-P.1t -d�oluis(3)-2,6 SPF N.2 glued and nailed toqafh�,—o. J.Fyp.4-pad wood Calumn is(#),2x6 VF Mo.2 glued cc and nailed togetha,an.o. > 4.tmtoll min.2-2x each side of header for oloanings 9,ealar fhan 4'-0'. n... 5.See 21�102 fw Shear wou Nailing. 6.Sea IIS102 for Min.Nefting Requifentents. E E2 U_ THESE DRAWINGS ARE TO BE USED IN THE ARCHITECTURAL CONJUNCTION WITH DRAWINGS ON THE PROJECT TO CLEARLY IMORAWMSPARrOFAODMPLEMSTRJCTUtALBEr MNS DEFINE ALL OF THE REQUIREMENTS FOR THE tIMATKIN FEFrrAIM TO TH13 DRAWNG ON OTHIR 94EEM TO CONSTRUCTION W. - " OCCUR z"M `FM COMUME RM Up 00 1W DO TAKEC1:K MW OR S201 -CONTACT ARC9,TECTEFr.,ICCLAL�l'�CFT��CATION. FOR CONSTRUCTION 80MUTRUCIM ON THB ORIUMM VDW A cmELErE uRCnJRAL EET. PLAN I EGEN CONCRETE AND MASONRY CGVSMUC77ON CIP CONCRETE'WALL ABOVE CIP CONCRETE WALL BELOW ........... SIM CONSTRUCTION (2)-P.T.SPF NO.2 24 BLWICIRDER 0 C3 COLUMN ABOVE COLUMN BELOW 0 F_ P-T SPF 0. 8 16,D.C. WOOD CONSTRUCTION LU FRAME WALL ABOVE 0 4> EEI ------S El FRAME WALL BELOW ------------ ------------------ 9EAM/GIRDER JOST 6. .0 COLUMN ABOVE .9 BELOW z 0 .2 .0 77 E Ja PLAN KEYS Of 2 0 0 H: to LL F771 FOOTING NOTATION 0 In W 0 N U I FIG TYPE-SEE FIG SCHEDULE 13 XXU'-Yr Ta no EL& on 0 S-S F0017NGIFOUNa4nON STEP ----------k, -------- ----------------- El TRANSFO?LOAD -------- WK=SERVICE LOAD 'OS .0 LATERAL ELEMENTS T IAIM ELEMENT THIS LEVEL IN WOOD SHEAR WALL DMGM4770H SEE SHEAR WALL SCHEDULE '-4 11 L VL CA�T.- (DETAIL 21SI02) la&A, Inc. EA I. s --s-cose- 4-- (31-13�47111*L11,UPTURN INTO WALL SPF UO.2 all 16 D.C. (D CU CD C: (D "0 Upper noor Plan Notes: loor Framing Plan 1.1*. NOW;9 314'p�vood a-IJIbists at 16' Second F See'Aneh.for rnish floor materials. a. edges and 12'...,intermediate J."Ewtedor Deck is decking ow pressure treated SCALE 1/4' 1*-0' All" 2 Glue and nal p�wood to joists with Bd neds at 6' dimensional I-IM.See Arch far decking material. 4.Typ.J-porl wood column is(3)-2x6 SPF N&2 glued and nailed together,... 5.Typ.4-part wood column is(4)-2K6 SPF No.2 glued and nofted tq.thet,... &All J-part LA beam shall hm a(4)-part built-up column under each end,unless noted otherwise. SUPPORT 7.All 2-pvt LVL b-sh.9 h-.(J)-p.11 built-up IASINERS ALLOWABLE LOADS column under each end,unless noted otherwise SIMPSON 8.See JIS102 for load bearin and hon-lood bearing MARK K"ER H&DER JOIST SNOW(k,ps,UPUFgkp REMARKS head-. 4 9.Install min.2-2m each side of header for openings L90 (5)10d (5)tod a4a o.55 0.6 greater than 4'-0',u.n.o. C) a: 10.See 2,15202 far Hanger Schedule. HHUSS50 (30)10d (10)10d 4.6 6.3 2.4 Sk-per Arch 0 CD 1.Sao 21SIO2 far Sheor Wall Aleffing. 2.Sea 11/510 far partition wall support. H3 L70 (4)10d (4)10d O.J8 0.44 0.49 IJ.Sea JIS102 far Mi..Nailing Requirement. - 70 0) 1 4.0,ortraming to min.2,6 0 24'a..spp.,fad at IUM12 (10)10dIV2' (2)10&1 V2 0.9 1.1 0.2 a a 4'-0'm-an 2�cripple nib running perpirdicular to - 0 c.) E -a (L) 2 structural roof frarrung. IUTY (8)1-1�2*'1 (2) oe 1 0, 1 0.2 &IM U) Lower Roof Plan Notes: 1.Hangers�Posed to P.T.lumber shall be Z-m"=led w stainless steel. Z-mu coating shall conform to 1.Typical roof is 518'porood spanning over 2x framing. Sirnp-Specir-tions. 2.See 4IS;02 for Roof Naii�g Reqhrants J.See JIS 02 far load bearing and non-load bearing heed- Hanger Schedule 4.Install 2-2,6 each side of header far openings greater SCALE than 4'-0".u.n.a. THE SE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL DRAWINGS ON THE PROJECT TO CLEARLY NOTE:' THSEB S202 DEFINE ALL OF THE REQUIREMENTS FOR THE fRAUER TO LAY 007�FRAMING IN CONJUNCTION WITH THIB DPAWNO B PAFFr OF A COIMk CONSTRUCTION. WHERE CONFLICTS OCCUR ARCHITECTURAL PLANS TO COORDINATE FRWINC maw"im"B"AND"'Im mwm QN E Em wm TO CONTACT ARCHITECT FOR CLARIFICATION. pLAMPIT WITH RECESSED UGHTUX RXTURES &-%)IFCA0(%ftM&MLW WNDTDOTAM-OFKBEDMOR FOR CONSTRUCTION CONMRUCIM ON TM BRICUE WITHOUT A COWLM BTRXIURAL WT. 5 PLAN LEGEND CONCRETE AND MASONRY CONSTRUCTION CIP CONCRETE WALL ABOVE r---_—.---' Cop CONCRETE WAIT BELOW�. --------- --STEEL CONSTRUCTION 664M/GIRDER o O COLUMN ABOVE Z o r] COLUMN BELOW 0 —� Of Of U -------------WOOD CONSTRUCTION U) . w O FRWE WALL ABOVE a FRAME WALL BELOW W r • —__—___ BEAM/GIRDER � JOIST c U 1 COLUMN COLUMN BELOW o c co ___ __ __ _ ___ __ ___ __ ___ ___ __ __ __ _ _ __ 1- „?- i r (2) 1�"9�i LVL fl - m K PLAN KEYS U to p F0077NG NOFATION lU O `o m 1 FI-FIG TYPE-SEE FTG SCHEDULE o 0 0 )='-YY"=To.FrG ELEV UJ m m Q O O N SPF NO.T 2xI0 A i"0. - S S FOOnNG/FOUNWTION STEP TRANSFER LOAD SPF NO.2 mo O 1"a `� —� F N.2 10 16"O.C. iL'XKYK_ XXXK=SERVICE LOAD ` r� 51 LATERAL ELEMENTS ELI -- r ' wl2x T. I ................ soo 1fl3p67 1 1 �; IATERN.ELEMENT THIS IfYEt ;?_��9h•c° a I' , O SiM WOOD SHINr WALL DESMJTATION Ill x W14 JO, .0. _ -- = WI4 J0, 0. = EE 12 O -SEE SHEAR WiMl SCHEDULE Ili _ 1 54 -------.--.—(DETAIL 2/s10z)--_------ 1 z it fit II \. KL&A, Inc. Swetwel pryvttn b eeuaen + I II l � i rl II 4 ; r - Co CU 1 _ 540 !r (J)-1;x1I LVL LJ �v r- c d„ Y OJ o � _ N Roof Framing Plan 1 naFl SUPPORT SCHFDUIE Roo(Pion Notes: 1.Typical rao!is 5/8"pywood spanning over 2x framing. -SIMPSON FASTNERS ALLOWABLE LOAOS See plan For framing sire and sXlim. - MARK HANGER REMARKS HEADER JO ST FLOOR(kips)SNOW(kps UPUFT(kips) ' 2.See 4/5101!or Roof Nailing Requirements. J.Typ.wood column is J—part SPF No.2 glued and H1 L90 (5)I04 (5)IOtl 0.48 0.55 0.6 — nailed Together,u.n.o. 4.Install 2-2x each side of header for openings greats M2 HHUS5.50 (30)I0d (10)IOd 4.6 6.J 2.4 Skew per Arch (� than 4'-0 u.no. w 5.All J—part LVL beams shall have a(4)—part built—up H3 L70 (4)10d (4)I0d 0.38 0.44 0.49 — 0 column under each end,unless noted otherwise. 0 0) H4 IUTJ512 (10)10dx1%" (2)10dxI% 0.9 1.1 0.2 6.All 2part beams shalt have a port built—up — ,C column under each othe nder cash and,unless noted Nenise. E 7.See J/S102 far Load SwAng and non—Lood bearing HS IUi9 (8)1Odxl Vr" (2)1061%r" 0.8 0.9 0.2 — headers not called out. cc B See 2/S102 for Hanger Schedule. 1.Hngers exposed to P.T.lumber shall be Z—max coated or stainless steel. Z—max cooling shall conform to 9.Sea 1/SIOT shall Minimum Nailing 24'o.c.supported Simpson Specir-tions. Ili.Overlroming shall be min.TX6®2/"o.c.supported ' at 4'-0"o.c.,may on topple walls running perpendicular H,II�'er Schedule to structural roof framing. NOTE: SCALE FRAMER TO LAY OUT FRAMING IN CONJUNCTION WTTH • THESE DRAWINGS ARE TO BE USED.IN ARCHITECTURAL PUNS TO COORDINATE FRAMING CONJUNCTION WITH THE ARCHITECTURAL ',°10°"`,0„"�"_ PLACEMENT WITH RECESSED LIGHTING FIXTURES S20� DRAWINGS ON THE PROJECT TO CLEARLY ate.�.� DEFINE ALL OF THE REQUIREMENTS FOR THE 71@diAW110BPART OFAOOIWEIE tTIi1JCNVL BET.Tl6EB CONSTRUCTION. WHERE CONFLICTS OCCUR m1�'""'n..,u.�.,.w moron . 4 CONTACT ARCHITECT FOR CLARIFICATION. °'n' FOR CONSTRUCTION MZ(W110N I97TANgiO USTTFB CRANIA ON OT151t)ffTe IESITD �DFUATOd ERTAI t MTHB DO NOT DOTAJECFl8800NOO6 OOMnFRXTM ON TM BIFLICTUE WITH=A COWILM BIRkCTLM • Co "r ®coon WE a.A ec S/gg'FWD SHEATHING,SEE CEN NOTES FOR NAILING SEE -- -- -- --- �ORIM W/BLOCK %1'PWD SHEATHING, " SEE PLAN R NAIUNG EATHING SEE 344'PWD SWATHING.NOTES FOR USEE I'PWD NG SNFATWNC. 12 P.T.JO ST SEE PLAN LAN FOR NAILING j GPWD SHEATHING.SEE-, EEN NOTEPWD S R WWLING SEE ARCH SEE PUN FOR NAIUNG SEE ARCH \ DECKING,SEE ARCH SEE PLAN LSL RIM B TO PWD T.O.PLATE SEE Ok4PHPAGM EDGE PLA RAMILING _ SEE PLAN 1 _- -- _ I. M li DBL TOP PLATE FULL-DEPTH SOLID T.OTODING I -y D&TOP PLATE Z BLOCKING BIWN RAFTERS 1 2x6 CaMOR WALL O _ 2r BUM,SEE PLAN F () w SEE ARCH SCREWS PER BLOCK (1)-%p'ax6'LAGS III TJI JOIST,SEE PUN U 10 10.ROUGH OUT TJI JOIST,SEE PLAN Ln &RAFTER.SEE PLAN P.T.COL SEE PUN SIMPSON FACE MOUNT LVL HEADER, SIMPSON H2.5 HURRICANE HANGER,SEE PUN _ OBL TOP PUIE LT BUILT UP COLUMN, y PLAN CUP EACH BARTER -AT^ SEE PUN P.T.2,8 LEDGER,BOLT 21 SAID WALL SEE PUN Fw- (2-SIMPSON FTI51O (2)-4'TIMBE'I. 2X4 BLOCK THRU P.T.&8 BLOCKS 0 Framing Detail STRAPS,ONE FA SIDE SCREWS PER BLOCK 16'O.C.TO OBL LVL RIM J' DBL TOP PLATE W/(z)-%a'oxs'TAGS ,! 4 o %'PWO SHEATHING, �J SCALE: 1'=1'-0' �n ®� 15 U lift Connection SEE2P�FOR XVLWC — DPnor+a 2x4 SRG WAIL'SEE PUN n Framing Detail NnT4 919q>� m SCALE Z u�i C SCALE. 1'=I'-0 rmnamt9 P.T.COL,SEE PUN Z o I6.PWD SHEATHING, i2 9MPSON CB66 a ? CC SEE PLAN FOR NAILING COL 845E SEE PWI m DIAPHRAGM EDGE NAILING.SEE PLAN SEE PLAN FOR SEE ARCH. �'ING T.O.SONO7UBE LSrSxJ/H' STEEL RIDGE BEAM, o w N STEEL RIDGE BEAN. ( BOLTS W FULL-DEPTH SOUR -- O A LY L�J SEE PLAN FUNU(6 TOTAL PER BLOCKING BTWN RAFTERS /CONNECTION) SIMPSON AM CUPS I'PWD SHEATHING, _ w 0 32'O.0 SE�PLAN FOR NAILING _--TY- SOLID BLOCK BTWN RAFTERS //• H" Steel Ridge Beam Conn. 2r RAFTER SEE PUN &RAFTER SEE PUN — TOE NAIL RAFTER TO o' 1 B SCALE: 1--I'-D• wxnam=t LEDGER 1O'e W/(4)£,RUNT J-MIN. a SIMPSON N2.5 CUP /()1<VERT L SIMPSON H25 HURRICANE EA RAPIER '\ � LEDGER W/(2), SEE PUN FOR FIG Six ttP.BEM J i/4' CUP EACH PARER NOTCH RAPIER /p exfi'TAGS 0 16 O.C. SIZE&REWF 3 ND 0. MIN.4'PENETNA17ON INTO z G SELL �TO WF BFAH] /6 Tly. LSENE RIDGE BEAK OBL TOP PULE AT BEAM SNDS SEE PLAN T T.O.FIG N�15I �1 14 NOT USED ,3•PWD SHEATHING, 2x6 BRC WALL SEE PLAN PLAIN FOR NAILING &BRG WALL SEE P SHEATHING,LAN "xtlMi1tw S � 1'-0'MAX. GEN NTES R NAILING E PWD SHEATHING TNG ypical Eave Detail PLAN OOM.WF PoDGE BEAM. 2'-0 FAX. SIMPSON24 MP I OR U 11 SCALE: 1-_,•_U• Imnmv,. 2'BEAM,SIX PLAN -,I`- --- �Q Pier Detail SEE PUN.PACK-OUT %'PWD SHEATHING,SEE I 3 Winemni W®OF SEE IT/5401 -- _— — PUN FOR NAIULIC i SEE FUN KL�Ar Inc. SCALE: 3/4'=1'-0' TJI,KT6i, DBL LSL RIM _ stnuwrel mglum a ewtaen �6 �'PwD SHEATHING. &SAID WALL a w9 un wwx va,aa,w ao.a_ _ __ - 2,6 RAKE RAFTER O J SEF PT.W FOR RATING SEE CLAN u>,w ta..aeP,co wruw,.v. 24'O.C.,MIN. /'PWD SHE47MM i2%}5'KNIFE Q I GEN NOTES CONT TJI,SEE PUN 2,BRG WALL• S DIAPHRAGM EDGE AWLK SEE PLAN 2x P.T.STU W//B v CONC SLAB.SEE PLAN I RAFTER OR DTUSS, 2x BRG WALL FOR NAWNC r ST W/(2)-/2 o BOLT5 SEE PUN FOR NAILING SEE PUN ' _ _ 0 SFF P1.W _ OBL TOP PLATE A.R.0 .A O.C.,1YP. . O DOUBLE TOP PLATE �/'PWD SHEATHWG i.0.PWD PLACE AS.AT I6'D.C. I n I UG BENT Q iO 2xS %'PWD SHEATHING, SEE PLAN FOR NAILING AF SHEAR WALLS i W/(1)-i oxJ' SE7�PLAN FOR NAT Zr BAD WALL VARIES,SEF PLAN (SL RW PLATE j- SOLID INN'BL061S _._\'T i' , ,`� 0 7.0.STAB 1 LVL PoOGE BUM, SEE PUN Framing Detail W_51 4 y4, SEE PUN RAKE FRAMING @ LARGE RAKE (2'-0" MAX) T:a SIL ny a PLOCK A ATTACH To 7 mna� !\\ / /� L %.x4 i5'T/'BRG @ 11/2' WF wILL'/F BOLTS �: I'-1'-0' '//` �� CU 1 i 2' y� O JY A. S'CONC FON WALL W/ 'n iJ.I'-4-BEM B, TIP �1 qq ((2 -14 COAT.TOP V ti OWW940M EDGE NAILING.V; � I' HING I %'PWD SHEATHING,SEE S 2)-14 CON!SOl� N n ati 17 Valle Conn. to Rid a SEE RAN FOR HALINGAILING WF BEAM. (2)-V2+r5'1Ix1'-O'GAP @ GEN NOTES FOR WALING C m w wxnemtA 21 FRAME WALL—' SEE RAN W/(2)-%2'0 BOLTS SEE PUN AL OAT.0 24-o.0 a) N o IS COL SEE F i.0.PWDPWU x ALT.IfOOAS 16 SEE PLAN N PLAN STFF1.RIDGE LTEAM, T.0.STEEL to Steel Crr'nn. to ColumnSEf PUN T.fTC SCA1E: 1'= - PLAN R FIG SEFAND REWF % PWD SHEATHINGPWH ` T.O.SIEEI.%Z'FWpSHEAEATHINL,SEE '- FUU-DEPTH BLOCKING Foundaton Section JGEN NOTES FOR ILMUNG � BnyN�� OVER iJl.SEE PUN�6SIL BUMS 2 J16 5 BRC SHEATHING,SEE WALL SEE PLAN WF BEAM,SEE PLAN WF BEAM Z,RATE WT%z'o BOLTS TO SCALE: 3/4'=1'-0' - WALL BEYOND #l- /GENRNOIFS FOR N4/UNGL 0 J2'O.C.. (2)-%z xs;�'/z'eATEs — RAKE FRAMING SMALL RAKE (0'-6" MAX) B50rwN BLOCK Joist Cont Over Steel Beam � �PLAN W/(2)-/u BOLTS - -- (1 ro.(nNc (6)-PARF&4 COLUMN 2r RAFTERS,SEE PUN WE NAIL RAFTER ro Imnamos t ^, CLUED AND WJIID TOGETHER Typical Rake Detail 13 q SGLE: _ -0' rmmm �rIO!EDGER W/(2�- 3'-0' (2)-SIMPSON /)'ox6'LAGS 0 i6 O.C. �T-r \\\ . \ HTS2D STRAPS, MIIJ.4'PENERTAiION HMO ✓// %� /4 x 1'-0' ONE EA SIDE BEVELED 2x BLOCK STUDS t - I'PWD SHEATHING,SEE z 0 24'O.C. Ie'�PWD SHEATHING /p PWD SHEATHING• GEN NOTES FOR NAILING / PACK OUT WEB OF WF BEAM SEE PUN FOR NAILNG J SEE PUN FOR NAILING BEAM W BLS,THRU BOLT W/ ��., / PWD SHEATHING,SEE - SEE PLAN N LVI HEADER I CFI NOTES FOR NAILING _____ - �, 14 DWL 0 W/�)��4 CWIf TOP&BOP, co (2)-/a e BOLTS 0 24'O.C. - _ 2x RAFTER,SEE PUN _ -- OBL ISL RIM I II x T0.PLYWOOD ALT4HOOKS (1)-14 CONT MIDDLE SEE PLAN r SIMPSON FACE ER,SEE PUNT LAN 12 PLAN I 1 TJI JOIST SEE 'O BUILT-UP COL ARCH I ' SEE PUN PLAN'° CC CT SEE RAN s2TRAPS ON£EA.SIDE / OBL!SL RIM y I I I &BRC WALL :{ SEE PLAN O ca BRG WAIL.-SEE PU1N LV(BU1(5EE PUW LA_ DBL TOP PLATE SEE PUN FOR FIG %p'PWD SHEATHING.SEE UI BOOR JOIST,SEE PUN SIZE AND RflNf Steel Rid a Beam Conn. WF�•SEE PLAY `U'NOTES FOR NAILING JY A� SEE PUN 16 —� �n�18 12 Steel Ride Detail 9 Framing Detail ��� Framinp,� Detail Foundation Section SUiE: 1'=1'-0' SCALE: 1'_,•-0' Tmnasq SCALE: 1'=1'-0' tmnam99 SCALE: 1'=1'-0' Imn4mov 1 SCALE: 3/4'=I'-0' Imnalmt THESE DRAWINGS ARE TO BE USED IN CONJUNCTION WITH THE ARCHITECTURAL ;.',�,"`M,p, 7!®auxuD®PART OFAOOIFtEfEeIIiTCIUAL4T R6EB `, A O DRAWINGS ON THE PROJECT TO CLEARLY 1P0�111°"'�''�0T07�0flANN00NO1�' '�iO J-uT DEFINE ALL OF THE REQUIREMENTS FOR THE FOR CONSTRUCTION 8-D1f�LX1Fl.Eh�T'JBL D0117T DOTAt�O"M®OLIO di CONTACT ARCH WHERE CONFLICTS OCCUR ..,,".,,,"®,,," pp1 FORCMFLETE6gIpJsr DoTDTDOTA -0 HBIICDML CONTACT ARCHITECT FCIR CLARIFICATION. "m"'"'O"' !' Cmx•Nt0Xu1 <t7. aK Inc 4 Bill Oco T-- IT 27" :Z", n 7 % "sL J A% U 35 A r D 6c.) �i -4+-2_" s ci 0 A. 2- OSO 2- VWOOO FL S3 A Lra a t4 Aft iqL,, e,—p,4 0 s qp 2-0 ASF Peop-Oom 3 1 G TO IZA Gr E I'a 'sr 41 go ngr '2T C- A PpId YE)0 NOTE iANGES L low/ L S Ex , L)CRIFY 77, 081 LLD 11 log InVection Depef in, z a m .Y O N^ m W o OL _ Z W mm N m OO ® m In DIN:NG PREP. O I; awrua Yz BURAI YI ?d I; � O2AlYN Br: N.K. SITING RGR Is1. F Gn W 0 ` I.RGnEN _ OI 00 O ul :: I BP.TM Y2 o•c = ® V F ww t� O O � �L Q Q w I � 2 SECOND FLOOR PLAN u�• OUT5IDF 5TORAGX uwGe 0.Y ` z b � II Q I O a � N I I al I I dl I I sl I I I solute EI 61 I c>,c.rR -'I =1 I r-----I - at, T GPAeGe T __ L_•__i q I I I I I I I -------i i i-------i i i------- p o I III III I � I III III I m I III III I w I I I I I I I I L'J 0 a .r"c ya ro.r..-wo >a.n. DWE5TONF PATIO O rLR T FLOOR PLAN O O O t . oF m n q4q S. n: iN O N m 0O m m F W — 1 � i. ICI ow�w sr: M.K. ILl H� M 0 � W Z La In _ W Lu ~ � Q a� N Q unO C u N G 3 REAR ELEVATION Ila'=I'17 ZIT 11 11 Ill TIT — Y4114 W J U LLJ Ln IFT11IFF-11 EfllFj IEEIIIEF] pia ®o LEFT ELEVATION FRONT ELEVATION 0 Z va m i'a 0 0 J w m O Z ' � N Q w I A- 2 �N O yl, O Nf 7 O ffl O � r W( - (3)1-3/A'v 11-7/&LVL ~� FALSE ROOF /� I ROOF A55FMBLY -R•30 GATT INSULATION -5/D'CDX 5nEATING LU -30 N FELT PAPER T -RED CEDAP.50INGLE5 LU EJ(f.WALL ASSEMBLY O oC Q -2+6'5TUD 01 Odc 2. nEADER 0 R-19 GATT APON G' /, / LLI CDX SWEATIFATI NG LU LUJ TYVFK -"ITE CEDAR 5nINGLE5 b `6 J Q Q \< W J W/ U) � < No c ccL \� L 240 PLATE 3/4'T,G 9.1/2'TJI 23001 C o.c. L AM R- I GARAGE DOOR TRACK - ------------------------------------------------------------------------------------------ O z I 0 N U w w un a u Ln 64 a•RFwF.coot.suB b l o• SECTION N O DC w O O N A-3 s� O �i n. Y F (n m o g _ w / 00 O N DINING AREA NI 4 o c OE j 0 o p ' BORM az L II BORN F, t✓. � 1� i i w � oettw av: M.K. LLJ Al 0 O Ow o S L M TING Rm. �I r anm nz W Q LLJ i O � ' �_®` �'_ll Q %io n c U N i 6S'6' CC L 2 SECOND FLOCK PLAN 1 � Z 5IDE5TORAaV Xi D_•G g b D _ ELECTRICAL LEGEND: J II — Q P U = I I I W CARE JAU I I IE� a RECESSeD uGHT PI%fURE uar I w I� FWORESaL Mmg J w I I STORAGE GFI RECEPfACiE nl „I ® FIA FLOOR MOu.NTED 5INGLE 5WITCH I 3.N'aY 5MTLH .I .I I Q ywB 5'v cH OED - T L.O.DeZLTOR I "FAT DEiECOR I I I ENTRr clj Lri I I I I I I I I III III I — I III III I I III III I o I I I I I I I I L'J W'o BWE5TONE PATIO Q Z 0 &FIRST FLOOR PLAN IO O OI F l ''�'a z.•c 6Y{� ttJ-�VkOF ASS qc o= MICHELE m CUDILO -A 0 No.34774 N STRUCTURAL RE3iSi�F���� SIONN- W'vVV- AS- 41f�FT fit^• �- .dA�TH 7'D RF.M.ain, Rom L RK� IL•O(•- Q . �U / � � �?) ZNa Grptcee � i I ram; 7•��. rLolor 1 ,(/ E c F- aK z r' J I CL Yea w i � Gross t�-•U '14 PDS% .. f .2'2 t - �'l_.i AAO wwvwr /b Sr I 1 CCOS C4o5 — I-., ( .� O.•! 2iIJvG.' QEFLY}tf hn•u 1 �.C�Ad+xc6 lduow. 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'� � .:, ' `x: d O l ' � � _ � • fit v1 vi --------------- UIC6 t r_, ! t � per,, • ' � / /, ,�'t.. � ,` .`�L Ile lea lop FSW t ` .� L) t - - ' I � C..VT+nFriC.vF�u. {'�,,OT ?mac Jf ?C3.S i ! i i , 1 � r r I { s It tT •i� I ! �^ -#.- r ....i,�It 7 � '�4 F 7 � �''�. F' it t� ''1. E ! 7' 1� i�.-.. 3� i,.-,_«.-..� �3(�, .S t t_._,�. ' � _�-.�1i P ...r_.,...::` i € ,1 f t�---'f iik l F .`.' y, -i 4 t�..-..: --•q'Fp ..:;F.t # i� ; -� 6 s l i. t€ d p-�-_`� r-_-�_-.�. #F i....r ..i €r .,.r;'i Iti. i%,.„�j f � :gip• 4. �` _ ________.._.-___..___.____.__.__...._.__..__ _ .._.__________.__------_.._.__-�.,.._____.___�_____..-_ r � > ',.,....t_-___ ��_:.mr m-•mz.�.. ,xw-���-r�..,..sit .�..--.�..ese�.'�mm.>�...�._ ,. ••�•.—�:. _�_..c_.. °� tdu? -�• i S F I F t I 1 i kt i � � �•.-�,:-. F � `` �� �.�..._ _ � st t ,y�'R i , ti .._. � i3-- r�,�� E€ ..:.;. ! F ' i i i � ! �1Ft STC✓�� � > � r-.,..-_.,. � ... � E[{� i :lf Jt F I t o iv1iCHELE \�. _ z CU D11.n i ,, � t^f kA��-r ,ova--f 19w'o!7� 41 R v ��p,3 - 4 SCALE: 3';_ ® ' APPROVED BY: gTRUCTUR DRAWN BY H L 1. l u DATE:, REVISED '9EGIS1 r�•. �c• SION;��yi // (J DRAWING NUMBER /�s��z T FL- }` tZ, ! 1 - y : A. i ! � i � I ( ! ! i j I f ---►� I _(_ i -- �_ f I - I _�.`'I �.--� I� _. �- . � I �I I l r (V { �L_' TU 1 t � � _ I it � ' : I I I � ' r � I i � � =-•-"'.-�.•�� - - --_ - - .----� . I I - - 4 I i i ---- Gam__- - - =-- � -- it I I , I - _ i �K - ' � � � � -�--..�a'_.w.•—+mow--� _. _ , A 1 , • 1 ; - - - - - - -tt �i ----- _ - - - - -- - -------- ----.-�_�..--- - I t I '•RVi"3"';.: ` �� f, �OGF S 1 t f/ ( , WEST m SAY fan Trait tirb LOCUS . a'eaP Rood -13 33 DEAD NECK or LOCUS MAP �- �� �� V SCALE: I" = 2,000' fwo. ZONE: N a a 0 1AAP 51 - #JCL. 4 a = ` +s va fN D. 9 � z L CA. , �.O OfD L i p' � O � S p w � # 2 MIISSWAG 43,56i S F. s (I ACRE) N DETAIL AEI SHAPE = 46.6 A = 26.*s 010 SCALE - +R t 905.CO �► . 90 to 15� 9 0 t ,! t - s's T2, 680 S.F i UPLAND \o 41111, POO S.F. #. WETLAND �'�� v>, A0, 688 S.F TOTAL �' _ Q � `: t o y , cs. moo. _ ffi '� '•"' , b � � WIF o eW 1 ,'\ L.C. A �, �� & 06 4missiMG drIrC "''- 163 Jpo r ; 24.840 S.F. (0.57 Ac.) ., 'tom Q\ -' cn lopMISSING a 'A 4j Stete f NX y . ,— .r► ,w �'' +�$ v�\00; lsib am I D s �0415 .lam` k ,bSt o '�� J► �•�\ P Cf�4-O POOL D I �s FND. rO BE A° cei C ' FND. ,A 9 \ ► �� 2 4 $ 3%� �844<16-5T1V CD'S$ 5d`9 5 \ / t►ctttc � Ob ti�aD o � i c:) DETAIL #2 1 i - NO SCALE - 1 Z l0 3 I �r�y • tom- e# �1 �ti .� _ �, .�- � • ,-� , ,y( �a FND. .� �'h `` _ OFF \ See 19 CERTIFY THAT THIS ACTUAL �� p SURVEY WAS MADE ON THE GROUND IN ACCORDANCE WITH THE LAND COURT INSTRUCTIONS OF 1971 ON OR BETWEEN - APRIL 27, 1987, AND MAY 19, 1987. / \ \ � LAND COURT PLAN OF LAND DATE: AAAY 2l_ 11077 \ [� �4� I N REGISTERED LAND SURVEYOR F� \ BARNSTABLU. (OYSTER HARBORS) MASS. 7 PARKER ROAD 0�y \ OSTERVILLE, MASS. �� \ �F BEING A SUBDIVISION OF LOT I SSS - AS SHOWN ON L.C.C. 15354-30 a LOT 14 - AS SHOWN ON L.C.C. 15354-45 SCALE: I" = 40 MAY 21, 1987 NOTE: LOT 163 AND LOT 164 ARE NOT TO BE CONSIDERED SEPARATE BUILDING BAXTFR 8 NYE, INC. LOTS, AND ARE TO BE COMBINED WITH REGISTERED) LAND SURVEYORS BARNSTABLE PLANNING BOARD L.C.C. 38423-A, AND WAY (LOT 6 7) g TO BE SHOWN AS ONE LOT IN L.C.C. 15354. CIVIL ENGINEERS OSTERVILLE, MASS. APPROVAL NOT REQUIRED UNDER THE SUBDIVISION CONTROL LAW. •_ ;. DATE: l~.ic,,AFD a UA ` XTER v. 0l�vfi�, _1,.,. ,,11_L►,A„� M. AGEE 8 MARY CUNNINGHAM AGES G � ,� dr . .. . •. CONSTRUCTION NO I\fERAL NOTES . TES. GE . D,. 1. COMPONENTS ALL SYSTEM SHALL BE INSTALLED IN ACCORDANCE WITH TITLE V OF ..THE STATE SANITARY 0 t.) THE ROW OF THIS PLAN B 1C) SHOW A PROPOSED GARAGE AND SEPTIC CODE DATED MARCH 31 r SYSTEM AT LOCUS _..,, f.,. ..._ a.r� .f .,�y`. ,.Y ,ti.< „ • .: .- PiiOPOSED , GRADE tao 1995 AS -.AMENDED THROUGH THE DATE OF.THIS PLAN 'dt ANY SET AT LEASE ONE FRIIIIE OONETt TD w11tNi 6'OF F/MSIt fi1d10E. _ ..• :..-, :. _, _ , .,:: • : rk,..,:..µtit., .., GARAGE SUB LOCAL RULES do REGULATIONS APPLICABLE. 2) LAq�S AREA 6 COMPRISED OF. a.;• *. o .,,.. ... •, ,; 4& C toasts SHALL 8E NYOEx116Nr 1•. •. :. ,,,- 't. '.. .. ,. ...: ..,>},:., a,.„..w•.. ,+.x,a:w<. ELEV 1&5 LOTS 1CI'l t 163 - LAND MMa1 �7/n 1."7.A'4'�tfv 1.. �y, .-., ... -;"'-r'4 a ;. .-✓ . .- •: -.,,.. LOT 1B O PLAN BOOK � PAGE 72 ., •. ., . ,, r .-, ..,.. .. :. .,•„-, .: , .. .. 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY 'FINISHED GRADE OVER - , r ,, THE ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED CER►FIfJITES OF TiRE 14CI,125 (LOT i t 120.894 (1AT 1tI3) FlMSHED BARNSTi1BLE ASSESSORS AMP 51 4-3 /,/�} 162 4-1 GRADE , 18.0E WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER. A'15 - (L 163 "< tB) : FI QNXL��D,,y� 0 > •, '<,x , . .. APPIxMItz FRANK t f.•F ,� t 0t11E'R/ - MCLKENSti ET UOC ,�., ., ,.. ,.._, . • .. ,.>s;,,,,.., ,,, .,.�,n.• 4 9CH �0 PVCMIN P.O. 2080 r.v4 ,,.. :u r....,.,: � ,,✓. r ., f BOX ' COMPACTED FILL 3. WHEN CONSTRUCTION IS COMPLETED PRIOR TO BACKFlWNG AAA 02655 a .} • (min) INSTALL ONE INSPEMIION PORT v..... ... -...,a. r ,.. ..., ... Y Arl. \ I I.R71/ti NR r1J�W,IN� IN FIRST 2'>n er: ctyo. :.. • ,,,, ., , ,., .. ,. , ,., ;x. _. .- ,. .. Nv MIT t5.5 NOTIFY THE BOARD OF HEALTH AGENT FOR INSPECTION. 10' MK • NV N• i5.3 +»9 ,. .,,, , r< a :,. ,'.v✓,,.. r`�Yr,ra,, NV OUr- 15.0 A�A1KE WITH AAANUFACRIRERS .#. Y ) „._.-r r •;,. . ,,. n. ..,, ..., PVC RECOMMENDATIONS PRYARY BENCIMMRK : NAE SET N U 134/24, 1.2'ABOVE GIbIDE r LAYER 1 1 ..w..1 ,-...... ti ,. My� t1.f �� /� EL i7.04 11 . ,✓ ... 4. ALL SANITARY DISPOSAL SYSTEM ,PIPING TO BE 4 SCHED 40 r ,.;. .. ., ;,.. •; . p . ,, t . . , ,.; � our tb7 DOUBLE WASHED STC71E CiIIS BAFfiF «� _._ 2 CULTEC PVC. UNLESS OTHERWISE NOTED HEREIN. OR GEATEX11lE FABRIC ,._, . , •,. ,,.,�...,.,, ,... v � T ,r� /y PIiO�I'.T BENCi#WiK . RM 3C3 O FIRM AMP 250001 0018 D HAMBERS CHISELED SC,KAARE ON CONCRETE BASE OF Ia[..�MLiIL CONCRETE TE V �/Jf� i � TRAFFIC LIGHT'AT N.E CORDER OF BRDGE Sr. 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED TO THE C '� sRxE BASE •,„ .__ CFIAIY�R NV Mh+14.5 , ' DRAN�tDGE. EL - 19.33 (NM I=) /' HORIZON- FOR A HORIZ. DISTANCE_OF 5 SURROUNDING THE 4.. . . ., :,. .,.r 5n+ � 1. � . ... 4 ,..::. ,+.. t11..., ut. .. • •w :••..,-•,•r,i'.r -., ,.....:. •.•.v t ...o ,,, 1 .. ..S t r..•..!. ti,1 s• , •te', •:• I LVIR�{f .�fNf.I�TM� ,• ,. , 'D�` , „ ,,. .. .; .-, . .. ., .. .:•.• . •;:•- LEACHING FIELD AND REPLACE WITH CLEAN SAND PER 310 CMR DISTRIBU 11{,R\ BOX zoNNG DISTRICT. RF 1 ,.,, . .,:.� �d:. , r : . ..,, . .�> ;,,h 1 1 :, : •..,. . _,... 15.255 TO THE TOP ELEVATION OF THE SAS. e r... �: , , , .:•-< ! Y• , +, ,Y. ..µ.Fe ,n. ,y- > 10 BE IISrNiPD ON A LEWL 3VBLE drE OVERLAY DfSTRK.T. RP00 AP • S. - .. .. x ..i •5...... r ,, . . .. . .. . r .n . . ., v . . . 1.500 GALLON ONE-COMPARTMENT LL SEPTIC TANK ,, _;:.,,, . .,r::r • .. -: .. . . f .._ ,,r<, . „ . . , f r.,t . ,.... ,..r.. ' ,.`" _r 6. INSULATE ALL PIPES AGAINST FRI=EZING AS REQUIRED WHEN 1C) 8E NSTALtFD ON A LEVEL STABLE BASE /4 TC) 1-1 .DOUBLE � ANMRI Cl1RREM ZONNG REgll cipw LESS THAN 3 OF COVER. • AN. LOT AREA - 2 ACRES , ■ 1 UK LOT MM - 125' LOCU'S MAP Scale. 1 2000 - 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE AN. LOT FRONTAGE - 20' - GRINDER DISPOSALS. - h FRONT YARD 3CY EXiSiNG SOILS TO BE REMWED TO THE 'C TIORRON' AN 5 - 1 15 NOTE SDE t R'f 1R Yy1R0 5'SEE tXINS`TRUCTKNI HEREI4N. 8 THE CONTRACTOR SHALL CONTACT DIG SAFE AT * . �A!)Il4d. 1 O A HAS _ NO GROUNDWATER OBSERVED ' ELEV. 8. _ _ 5v TIRE SEARCH NOT�?1 PERFORMED,FOR THIS SITE � DETERMINED, 1 888 D G AND UTILITY COMPANIES T LOCATE °I MS CO ES 0 L TE ALL \ M A SHALL BE -: m BE NECESSARY TITLE SEARCH PERFORMED Br OTHERS. EXISTING UTILITIES AT LEAST 72 HOURS BEFORE. THE START OF SOIL ABSORPTION SYSTEM SAS) r \ 0 �- . ` CONSTRUCTION. THE CONTRACTOR TH z \ i' C CTOR SHALL DETERMINE E EXACT �, THE FROPERIY lNE EitN111DI Si�16 BASED ON CURIEM AWABIE REC�dlD / (`'"� iFORiMTN CONSISW OF PIANS AM DEEDS� \ ! LEACHING t�HAMBER ATYPICAL) LOCATION, "BOTH HORIZONTALLY-AND VERTICALLY, OF ALL EXISTING a J �O' / / ♦ UTILITIES BEFORE TH / I \ NTS E START OF ANY WORK. THE LOCATION OF THE DOSfN6 F11TURES SHOIM HEIIEdt rrrNE OBDIINED FROM AN ON 1FE aIdIND FEID EXISTING N G UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE 51►RyEY pDEpS BY BATTIER NrE ENGIEE1TtI16 a SURYEVMIG FRC>AI,ATE 14 THR0116II WAY ONLY MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND ANE 2007. x 2Q.7 � x / / \ \ HAVE NOT BEEN IN 15J� I � ! E DEPENDENTLY VERIFIED BY.THE OWNER OR ITS \ i�TM cn 7.) OOIMAMIY PANEL NIAI�lt: 250001 001� z / /c�tg y \ e,•�• TM REPRESENTATIVE. THE CONTRACTOR AGREES TO BE FULLY CAI ) a / 20.0 \ �� �� x i9,8 / / ` 21,0 Gm_. \ RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE THE FLOW Nst�lotNCE RATE MAP DEFNES THIS AREA AS ZONES A13 (E]. 11) t A13 (a 12X �.� i x 211. , '� ten`-----.-• . B O C. C" ---cF� OCCASIONED BY THE CONTRACTORS FAILURE TO LOCATE THE \ TM�-- UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN B. °ATM ) ,/ �� .•,_,•` INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER / �• / ....L \ x •SITE IS NOT WITHIN AN A.C.EC. (AREA OF CRfiK�Y. DNIRON#ENTAL CONCERI4 1 1 2` PL WA'tEl� LINE \ � -.... 17,8 IMMEDIATELY FOR POSSIBLE REDESIGN. AT UTILITY CROSSINGS, �, F► / x 17,4 / l _ tit / SITE IS NOT NtTF01 AN ARE>t Of ESTMA1m HYiBRAt OF RARE WILDLIFE PER (SEE UTiUT1ES NtbTE) 2112\ -.,.,,� VERIFY IN FIELD THE LOCATION / INVER'TS OF ` ELECTRIC, GAS, , 9 / r \ / rase• / NNESP AMP OCTOBER 1 2000 TSW70 HABITATS OF RARE , 0* \ BLEEDER / - 7 TELEPHONE do DATA/COMM AND RELOCATE IF CONFLICTING WITH FOR USE WITH THE AM MEOW PR07MI ON Act RIMATOIS 310 CAR20 1 10 9 DRAIN 18,6 PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE •L► d i / \ '9\ x ( �'-/ x 16a9 16 •SITE DOES NOT OONM A CERTFED VERNAL POOL PER NHESP AMP OctOBER t, 200tf / t CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS •MIS VOW POOLS. / / x + , REQUIRED.' 1r ,7.0 20 \ x1 .9 i 2'*ATM � \ / •SITE LS NOT MilOI A PRIORITY FMBFDAT PER NHESP MAP OCiOBOt 1, 2006 / 1�. 16.7 16,4. IPROORITY WIBtTUS OF RARE SPECIES- FOR SPECES UrDER i ♦ 1 1 17,4 THE M ISSACE LSETTS ENDANGERED SPECIES ACT. REPUTKINS (321 CARfo) 77.0 / \ 6.3 / 21 \� 1 x 18 * 20.5 / x 2 g � ' __ i ��� •S'�IS NOT CRRN A STATE APPROVED ZONE / C,YIOIID INTERRECHARGE �, ( ATION� ,.-- ,..�., PROTECTION AREA CT L 3 4 1.5 WASHED STONE 3 0.) Um"INFORNIATICIM SNOW amm -"; x 18,6 / x 9,6 { \ /21,5 l f \ 1 / , / C / x 20,7 \ x 2 ,6 l p`;� 1 ` J(I�\\� 7.8 �`' ,8 1�, •THE OONiRAC1CAt slWl CONTACT OM SAFE(AT i-BIO G-SAFE)AND uTW1Y OOIP/WE510 LOCATE /\ ! 20, \ "' 0 ✓ . ALL DOSING Ui TES,AT LEAST 72 NOUIS PRldt T011E START OF OWNIC110N. THE LOOIUM OF / \ x 20. J�I1\\ 10 I DOSING INDER6R0M/ERl4TRIX." K Ui1M iXNDIIIS AND LIES ARE WW N AN APPRODOIMTE \ \ ' 17,6 1610 4 1 18r9 1 r 16. MIY ONLY, MW NOT BE LYIED M WE M M t�tEN AM WE BEEN RESEA00 OM ON THE LOT 1 8 / xi .9 \ / ' � � � x �( 18. PLAN BOOK 438 PAGE 2 / 1RRIGATIb(1 ( ON I * \ I 1 .7 ,. dNE �134/24 AIMME UTILITY RBDdmS N01E9 RIM THE CCIMIACIOR ACRE M BE FITLY RE'SPOME FOR i rcuL 9 8.7 ! � /�U- BOX / 8,a 1 � �/'" � • ANY AND ALL 00005 IM OW BE OCOMED 11Y BE OONTRACIOn FAILIXIE M LOGUE SAD / <3 ♦ P � 2 ,Q �19r4 1 J 3 AND UTILM EXACRY. F FIELD COIpIW DEFERS FEN PUN/FFORIMON, THE � / � �/���� P/'1rRi� x 2 ,4 20.5 x 1 ,•.- .r.� `► � 1 g,3 R,�J�1O 15 CONTRAC'iClt SiWl N01/•lY TFE EN6'IEEA'N1ENA1Fl.Y I�UP PC�E REDESIGN. 6,134,3 �� _ LPIsC 19.8 18.6 7 Up�l ""- x x8 LC PL No. 15354-1 0 1- ---�'" 16 \ .1 \ 14 � .8 \ \ / � � uc�e 17,1 r , ,,,.-j 15,4 E/05'iNG SEP11C SYSTEM INFORMATION TJIICDV FROM TCRMI OF BARNSTABLE'AS-BUN.t _.8 x i ,1 / _ x 6 19,E / 4 ,1 2 .6 9, � CARD /'S 90-01 AND 90-5M POW ISSUE DATE 1-"I. 4 `� __ / x / 20 \ x\ / 7,2 \ INTER LINE AND APPUITENANr 00MA1110N IS APPROMTE AND Ls BMED ON TIE aRo o-BZ-R \ 8,6 19.5 3 � \ 18,8 � x LED 6 t FRONDED BY THE INTER DEPMRTAEM VN FAX ON 7 AND DIGSAFE RAGS _ \ f 19,0 PLAN OF SOIL''ABSORPTION SYSTEM WITH0/0� , \ � � �t � b8� ,Q / � \ / 1 ---, W LAf.�1TED INFIELD BY BAX11R NYENi'E D�KDET:TtIrG O SURVEYNG ON OCiOBFR 1S, 2007. x � 18,0 18,6 ,,�, P 9 8 9:0 APPROk' LOCA \ \ \ \ ) �. � l / \ 4 CULTEC 330 LEACHING CHAMBERS OR EQUAL x \ x t1� ; i D BOk,: -- g,� 1 ,5 19.6 / \ ♦ \ may, AS PER FAX RECEIVED FROM NST1Yt ELECiRIC MTED DULY 25r, 2007, E3EC11ilC SERVICE AT X. LOCAIi�N - x l NO SCALE 7 (APPR0 ) 1 J 2CN SFAPlIT RIVER ROAD CORES UNDERGROIID FROM THE TRMISFORAER ON THE LOT LIE: _ 1 7 .11,4 �. 17, 7 _ G ON N x \ \ 1 DKSAFE FlAGS NERE LOCATED FIELD BY BAXiER NYE D�IGIEERNG O SURVEYNG ON 8:II _ - x ,j x - ,- LP ig 1 1 x_, .. . i 7 / _ 1 6 Ti GA /�C NK ` 1�.,w..S r 7 } _ 200 . O � _ 1 x � 18 -_ 4 52 1_ : 1 ' l x 17, 189 w J \� AS PER N�MTDN PROVIDED BY KEYSPiW 1 x \ _ ♦ 1` ; ENERGY DAZED 5 1 NO GAS LINES \ LEACFNNG x / / / . ON SEAPUR RNER ROAD (GAS LNES ETD ON BRDGE Sf. \ 9 8,7 r 13,8 10 ,.- TP sc 17.3 ,.9 \ x i \ 16 2 16, / 7,0 2 \ / \ 7 1 z , \ '\13,Q / \ 1� �,8 16,5 "� 14 \ \ - .- \ FINISHED GRADE x 10.3 \ 8 - 10 r x 2r8 « » 1 36 MAX.-9 MIN. COMPACLL 8,9 . /�A j ♦ 15.3 1 f 7.9....... .. ....... 0 2 LAYER DOUBLE WASHED � , r � r •"� 15.6 / �--1 ,0 ...........�.. .,,... .✓...,.. 11 ld, w r . . . . . . . . � r / ::.:: x 4,�' 3 STONE 1 8 TO 1 2 �n8,?_ x 11,4 ,E IS,c_/ 15.6 U T (�) 716 �• t0. ..�:: - OR GEOTEXTILE FABRIC 14.6 ? ♦ 4,9 / xr � sx S 6 1 g!4 x 1 ,8 { \ 3 r . 3. L' 3.� \ 1 / 1 6 l 6 J 1 �j r x - _ N ot G x x t � l 1 ,1 \ 3/4 TO 1 1/2 i 6, ,4 - - DOUBLE WASHED - \ 15.0 16.7 17Y1 q . •+lop g -STONE N 2sB�a x Ll \ � `e�\ x�,9 / � fl � eJ � ;d _ 5' / 16. .ui'� \s \ ♦T \` 1 c� 1 �+ S,® BOX r r N { •- 13,3 \ \ 16 / _ �_3 4 3x \ x i0,. � � i / 16,3 - 16 i6,6 „ �,5 I3.1 \ 1,9 SECTION lU-l8-2.aJa t \ \ 6r5 / .0 7 , \ \ \ \ \ 5.2 x 1 ,2 x 1 ,2' NOT TO SCALE \ \ \ 9.1 / . ,6 \ \ \ \ 167 161 / - c2,4 \ \ !� \ 3 4 / 2 x 1. \ \ . , 4,7 x 1 .o � PLASTIC LEACHING CHAMBER DETAIL \ \ \ \ 1 \ \ x1 ,6 / 16.8 LOT 1 64 . \ ,. x 9,6 \ ,4,0 ,. �� \ \ 6a1 \ \ \ \ / \ (CULTEC 330 OR EQUAL) 1 \ \ x 6�r 1 $ i 6r1 w 511E LOGTi01� \ ` \ � \ Q�► 4,6 (APpROX. LOCA410N) i LC PL No. 15354-120 x 12.E 14,0 � \ \ \ ( 1 F GALLON x 16.1 \ LA1IN x j1\4 � �i. 14, 4,1 / T1C TANK VN rL� Seapult River Road q,6 \ 14,0 A 18 TOWERS 9 x , - ,5 \ / �' � 1 � � ,, Ostenriile MA \ 1 _� �` x 16,1 ; ,,. \ \ \ \ / SOIL LOGS DATE 10 12 07 io.3 \ ';q J LEACHING AREA REQUIREMENTS PREPARED FOR \ \ \ 13.8 4,2 ? /• / \ \ \ NITROGEN LOADING LIMITATION. NA / 3 16,6 - \ tx 2.2 \ �. �.\ 13,9 5r2 251 P 11980 \ y RESIDENTIAL 2 BEDROOMS BARNsrABLE FRANK WILKEHS ET UX \ \ \ 1 14,0 _, i 1 / 4 7.� 0 4 SOIL EVALUATOR: \ \ 1 1 \ \ 1 9 1109 x 1to'GPnf.@ EVALU 0 BOARD OF HEALTH AGENT: \ \ / 15.1 x 1 l� LE4, 6. TOTAL FLOW - 220 G STIX WILSON� P.E.P.E DONNA MORANDI o \ \ \ GARBAGE GRINDER (NOT INCLUDED) N/A \ - \ , EDGE OF LAW Septic Design.Plan �\, a \ h--� TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST `PIT 4 P g \ \ x liS \ \ Q 4 I 1 c5 MM. MtCH (,I'lllSS 1\ PERC RATE , _ , / L ) r - r \ \ \ x 8 \ \ : x 12.5 LIAR `= 0.74 `GPD S.F. G.S.E. 18.5 G.S.E. . 18.2 G.S.E. - 17.4 G.S.E. - 17.0 \ \ \ � 15,1 v, / 1,0 1 8 \ - MIN.' LFACFIING AREA OF S.A.S. REQUIRED: _ , \ 1 1 OYR 2 1 SANDY.. 1 1 i ,8 LOAM OYR 2 SANDY LOAM 10YR,2 2 SANDY LOAM 1 \ . A i 2 2 SANDY LOAM _ pP / AP / AP / AP / A►��TER NYErTYE ENGINEERING E iQ.S 22o GPo 0.�4 GPD SF NGINE RING & SURVEYING \ � C \ / 297 S.F.s MIN. _. (( ,4 x K 5.0 l \ 11,9 r r go r i \ \ 15 ,6 \ - PROPOSED SV'S1EM: i� � Registered e s erect Professional n �Q,6 \ N Pro o al Engineers and Land Surveyors \ '� � '� _ i 2 CULTEC CONTACTOR 330 LEACHING R'UNITS OR EQUAL . ` \ , / B 7.5YR 4 6 , SANDY LOAM B , 1OYR 4 6 , SANDY LOAM B 1OYR 4 4 SANDY LOAM B IOYR 416 • SANDY LOAM WITH 3 OF STONE ON Si 3 OF STONE AT / , \ \ 4.s 78 North Street 3rd Floor Hyannis,Massachusetts 02601 3�3 \ \ , . y \ SMALL AREA 20 + 10 2 x 2 DEPTH - 120 SF r \ � •1 \ \ _ � � r r' r w ` \ 0.6 \ , 0,7 \ \ / L BOTTOM AREA, 20 x 10 _ 200 SF 22 20 Phone= 508 771-7502 Fax 508 771-7622 x \ 10.5 i i. 14.6 /v T <6 ..-- x '` 1II�` ' / \ TOTAL EFFECTIVE LEACHING AREA _ 320 SF , \ 4, �., � 'g \ \ \ \ �,� �► C1 , 10YR 5/8 , FINE SAND C1 10YR 5/8 , FINE SAND C1 10YR 5/6 , FINE SAND C1 , 10YR 5/8 , FINE SAND \ \ 3 / \� SYSTEM DESIGN CAPACITY - 320 SF x 0.74 GPD/SF - 236 GPD - \ x \ \ •5 - r r 30 0 111 30 60 � 019 L r? SEPTIC TANK.SIZING 220 GPD x 200x 410 CAL 54 48 49 47 a1 \ \ 0,2 s USE 1500 GALLON TANK K 1 -' \,cSCALE IN FEET 10.5 x 11.1 \ \ / 10r DESIGN` SCHEDULE C2 , 10YR 6/4 , MED. SAND C2 10YR 6/4 , MED. SAND C2 , 10YR 6/6 , MED. SAND C2 , 10YR 6/6 , MED. SAND „ _ A x \ o,o SCALE 1 - 30, =CI,µ - 712 \ XrAr \ x io.8 N IWI E CARAGE SLAB 19.0 132- (8" 7.5) 132- (ELEV 7.2) 132- (ELEV. 6.4) 132" (ELEV. 6.0) / \ \ \x 10,2 9,3 �► \ -10 SEWER INVERT AT FOUNDATION 15.5 S x�,7 , , M DATE: 10/17/07 SEWER INVERT INTO SEPTIC TANK 15.3 NO WATER AT 132 (ELEV 6.5) NO WATER AT 132 (ELEV 7.2) NO WATER AT 132 (E LEV 6.4) NO!WATER AT 132 (ElEV 6.0) SEWER INVERT OUT OF SEPTIC TANK 15.0 PERC O 54' ELEV 14.0 PERC O 60" ElEV 13.2 ' SEWER' INVERT DISTRIBUTION BOX RATE= <2 MIN/IN RATE <2 MIN/IN 0 0,0 14.9 CLASS I SOIL CLASS i SOIL SEWER INVERT OUr OF DISTRIBUTION BOX 14.7 SEWER INVERT INTO LEACHING CHAMBER 14.5is BOTTOM OF LEACHING SYSTEM 12.5 N0. BY DATE REMARKS NO GROUNDWATER OBSERVED TO ELEVATION 6.0 DRAWN • taM CH pRAWiG`MER 0: 2007 2007-030 surve worksht 2007-030SP.dw 2007-030 _.. - _ _ _ .. _ ____ 1_ . _.. - r r i t STRUCTURAL NOTES F• 1. All construction is to conform to the Massachusetts • A State Building Code and all applicable product and design = ; standards, Absence of specific items from these Y , drawings does not infer that the contractor is relieved " NGIAERIM from the statutory code requirements. � 2. All materials and methods of construction shall �/� OMP �Vj C. ADDITIONAL #3 ©. 12" O.C. VERT. conform to the approved rules and standards for g 9 BEYOND TRANSITION PT. STAY 18" materials, tests, and requirements of accepted - BELOW TOP OF BOND BM. DOWN engineering prcctice 'as listed in Appendix A of the 260CranberryHwy.�8.255.6700 leans,MA02653 Massachusetts State BuildingCode. 503.35.651tFax S . THE .COVE & LAP 1'-8" MIN..: 3 0 12„ O.C. E.W. THROUGH OUT ENTIRE INTO FLOOR AREA J j POOL WALLS Pool Notes! � in d - #�4 DWL O 12" O.C.. TYP. 3 4 CON 1. Assume maximum safe soil bearing pressure - 4,000 TYP. )# T. TYP. sf. I p : rri - _ -_ II t 2r All pools ore to be laced on natural undisturbed 2 -6 MAk. 4 INCREASE CREASE TO 6 - -- -...._..., _._. ._- -- - --- - --. _ ,.�___ .__.!�.. .- -- ---- .._...i.. _.. I , p p BACK _.a ._._..._. �_....: ._ ._,._.r.. : ......:.� 2'-6 MAX material or compactedgranular fill. Subsoil bearing FILL ALLOWED 1N EXPANSIVE SOILS BACK FILL ,.__� _.._ _.__._.. _. _ _ ____-.._L._ ,_-. ,_,• _ � � i r ( ,, strata shall be fr-ee from all vegetation, loam and organic material. ! L _- ,--- "" 4. Do not place backfill against pool walls until all walls on w have ( ._ .�._• •• -• -- --- - --- - .._... ,_...._...,� ve obtained 7 day cure strength. . 0o x 1 a NOTE: INCREASE T T - __-- - - ---- - -- - _ _ _ _._ : ___ ._ r _ _- w 5., All pool floors shall be placed on a V-6"`layer of \� ( W crushed stone compacted to 95% Standard Proctor THICKNESS.. TO'9" IN FREEZING - w ,,r v Density .where expansive soils are encountered. OR EXPANSIVE SOILS. - :�.-' TRANSITiOi, PT. cA F 6. Pools floors shall bear on natural undisturbed soil or ' ADDITIONAL 3 r. .i".4)" E.W. to on controlled compacted fill. Remove existing fill material 0 FLOOR TRANS!'. PT. where necessary and replace with clean granular fit{ _.. ..., PLACE 1" FROM TOP, OF SLAB compacted in 6"-8 layers to obtain 95% standard + proctor density at the optimum moisture c ,itent. F Shotcrete #3 ® 12,, O.C. E.W. �w HYDROSTATIC RELIEF VALVE ; THROUGH OUT ENTIRE co�o INSTALL PER MANUFACTURERS 1.Shotcrete mixture, form--work, delivery, placement and I SPECIFICATIONS POOL: -FLOOR reinforcenient shall conform to all requirements of ACI Z 506.2-95 (latest editio , .un{e..,s., . r.1.. v> ( t n„ s othe w se noted: 2. Concrete materials shall be: AS*fM C Type 1 Portland , Y. � .t cement. Sand and gravel aggregates shall be normal TY�e FOOL REINF O MENIT . E �gO weight and ..conform to ASTM C33 Standards. Aggregate . --•��' i not irieeting' ASTM C33 standards may be used provide, �_� D= pre construction tests -dernonstrote the shotcrete can �.. SCALE. 1 0 . { _ i neet`specified' requirements. All c rets shall be > pF ., l ESN air--entrained. Concrete compressiv strength, (f'c) in 28 days, shall be in accordance with 1318-02 as follows. � a`� IOHN A. ip �L NLA All concrete' work :3,000 p Io. 33173 t 3. All mixina, tmnsporti.ng, placing and curing of a Qi, concrete' shcl! b„ done in 'accordance with the recomme-!�dadon:c of the American Concrete'institute.. Al- r � r - -- �.. F;`^.,� .:rc.:! �.e c.e.tcrs i„<.cf ir�a�� runfartr:i.�g �,D,�,�.r�,• :, to ASTM - 615, urade $0, except where noted.. No, 3 bars may conform to ASTM'A615, Grade '40. All � .a...,®. reinforcing bars welded to a steel section should be of welding grade 40. I SYM. A � 4 r S-� • 2'-6" MAX. BACK FILL ALLOWED j '`> a� ,w_., 5' RADIUS I '� I � 8 2 6 MAX. BACK _ 2,�6„ X Q FILL`ALLOWED M TRANSITION PT. ,I MA l3AC _ �-... �..,.. a FILL ALLOWED 1 5' RADIUS o Q �I , LLJ rn to l 1 ) °O HYDROSTATIC ^'^� cn - t � ;' � RFL.IEF VALVE � �� MAX. SLOPELu SCALE. 1. 0 o w j CL HYDROSTATIC RELIEF VALVE INSTALL PER .MANUFACTURER' ; _ _ SPECIFICATIONS SCJ,1.E , AS NOTED DEEP END SHALLOW END SYM. LATEST R11/iSlO1V �"I `8'-9" DEPTH MAX. 5'-0".:.DEPTH MAX, DATE 1 . r � 2'-6" MAX. BACK b o DRAWN 8Y FILL ALLOWED I - EJL +o a CHECKED BY TYP. POOL ��JN STR1.1 CT•l OR� SEC°T1 O� _ � � 2' RAD. SCALE: �►> -= '1'-0" PLAN SCALE. ?» --_ Note: ACI pools shall be constructed to assure a a� dimensional compliance with section: 421 of the �C ' i Massachusetts State: Building Code i60 CMR. "� �.S E d G O�`� _ r ?OF -!SHEETS S PROJECT NO, ... . -. to O'd5965 l STRUCTURAL NOTES R 1. All construction is to conform to the Massachusetts ;,, OAStAL State Building Code and all applicable product and design standards. Absence of specific items from these drawings does not infer that the contractor is relieved �� G from the statutory code requirements. I 2. All materials and methods of construction shalt ® P ICS ADDITIONAL #3 ©. 12" O.C. VERT. conform to the approved rules and standards for 9 BEYOND TRANSITION PT. STAY 18" materials, tests, and requirements of accepted 260 Cranberry Hwy. leans MA02653 BELOW TOP OF BOND BM. DOWN engineering prectice 'as listed in Appendix A of the 50$.�55.451%Fax 518255,6700 3 12" O.C. E.W. THE .COVE & LAP 1'-8" MIN. Massachusetts State Building Code, THROUGH OUT ENTIRE INTO FLOOR AREA POOL WALLS Pool Notes m i d #4 DWL. © 12" O.C. TYP. pressure - 4,000 TYP. I (3)#4 CONT. TYP. 1. Assume maximum safe soil bearing ` psf. ---'� r 2. All pools are to be placed on natural undisturbed 2'-6" MA, - - - -----_ _ .._. _ _.___. _.�___ .__.L-.. I . �._..... ..__.:._.........._ material or com,acte'd granular fill. Subsoil bearing BACK 4' INCREASE TO 6 - --- _- -- .. a 1..._,.-. �........ 2 -6 ' MAX FILL ALLOWED IN EXPANSIVE SOILS li, l L _ , r � � r; BACK FILL from vegetation, Ioa and ` _._n_._._._.. _. _ _ _ -..._ _. _ _._. .. ...._._ _ 1---] strata shall be fr..ee allm -._ 1, �. .-...1....:.__ ....� .... !I .......�..._..', -- organic1 rnater.ial. i _... _._ -- _ - •- I - -- _ _ _.�._ ._,.......,._...._j... ._..i..... �:..........-•_ 4, Do not place backfill against pool walls until all walls ay _ -. .. _._ _._ _ __ _ _... _ _ _ _._..._ .. _ _.._ I �_........ have obtained 7 day cure strength. . 00 x -- - - - �' ' w 5. All pool floors shall be placed on a V-6" layer of � -N;QTE: INCREASE •SHOTCRETE - - - - ==_ --'"" �•- 1~ .•= • • '`"" w crushed stone compacted to 95% Standard Proctor � • THICKNESS. TO'9" IN FREEZING -�-' Density .where expansive soils are encountered. OR EXPANSIVE. SOILS. :.yl,� TRANSITir"i•: P1. i- �� y 6. Pools floors shall bear on natural undisturbed soil or _ N on controlled compacted fill. Remove existing fill material o _ ADDITIONAL #3 x° -!:" E,W. where necessary and replace with clean granular fill FLOOR 'TRANSI;il�?�I '!'T. compacted in 6"-8" layers to obtain 95% standard. I '''�_., -'-•-• - - LACE 1 FROM ! ,. ,�F SLAB proctor density at the optimum moisture c itent. P w HYDROSTATIC RELIEF VALVE Shotcrete #3 ® 12" O.C. E.W. THROUGH OUT ENTIRE ,• INSTALL PER MANUFACTURER'S 1.Shotcrete mixture, form-work, delivery, placement and ' POOL-FLOOR o SPECIFICATIONS reinforcement shall conform to all requirements of ACI 506.2-95 (latest edition), 'uniess otherwise rioted. i `' 2. Concrete materials shall be: ASTM C Type 1 Portland ij .� cement. Sand and gravel aggregates shall be normal TYP. POOL REIiV�g �., r�RCM � T .� CT10'N' weight and conform to ASTM C33 Standards. Aggregate SEAL not meeting ASTM 033 standards may be used provided SCALE, » 1°--031 pre construction tests demonstrate the shoterete can i meet specified requirements. All c .rete shall be = �tHOF ", air-entrained. Concrete compressiv strength, (f'c) in 28 j days, shall be in accordance with J 318-02 as follows: o OHNA. L NA All concrete work -- 3,000 p �• 3. Ali mixing, transporting, placing and curing of ' +c 1a. 331 o Q J I concrete shall bc-•-:d_Qne in 'accordance with the °0 STER�G���T _. nrr�F��doiion --of.,,.tree Arrieriran Concrete Institute. ssEr;NA;i �1 <. r Info, ,.iy v biro ! C c.etor'i, ed iia s cvnforrriiFig.__ to ASTM ::ii'i5, urade 60, except where noted.. No. 3 bars may conform to ASTM A615, Grade 40. All �- reinforcing bars welded to a steel section should be of welding grade 40. SYM. ,� b A B S-1 S-1 2'-6" MAX. BACK FILL ALLOWED 5' RADIUS I 2'-6" MAX. BACK 2'-6" MAX. BAC FILL ALLOWED TRANSITION PT. o x FILL ALLOWED N -.r �c 5' RADIUS i' p Q I 7 tl'A'"g �� I o °o HYDROSTATIC Q' r_- I RF1-IEF VALVE iA MAX."SLOPE LLJ W �.. � . SCALE: 1'--0" W i HYDROSTATIC RELIEF VALVE a' I "' 0 ' INSTALL PER .MANUFACTURER' : - SCALE SPECIFICATIONS i AS NOTED DEEP END SHALLOW END SYM. LATEST REVISION 8'-9" DEPTH MAX. 5'-0" DEPTH MAX. -_� -• � � DATE 2'-6" MAX, BACK o FILL ALLOWED _ N BRAWN BY EtJL j TYP. POOL CONSTRUCTION SECTION �a CNis"C1eE0 !3Y . -..a 2' RAD. SCALE: 4,> _ �'—p„ PLAN Q SCALE: 9 - Note: All pools shall be constructed to assure dimensional 'compliance with section 421 of the SEC.T10� Massachusetts State Building Code 760 CMR. 40 S. SCALE, 4 0 9 OF SHEETS a PROJECT NO, C J5965 o i -- --- ;����f�]�. h �_- • • ,...... � • . K :I .. - a/HV J AM 6 COWiRSED ..... _ . ., -. l ie!RM O 483 POOIXt'IMf.E' 72 iS�S4-t20 COMM OF ME 146,125 tee !f, t lea)fi t 8MlIiS1JIN.E AWWW NAP 51 4 3 OT 10!4-1 x r r' (EOM tea! 10) x ; } , '�,�' ♦ OIMEWAPR,IDWC FJ6Y/(N0XF11S„ ET UX . `�`"! +b •,S �° xM° .IIr \ PI1.CO1.��pBO�DE 208D �� MR am ��� PRYARY BENCiLIN1LK: NY.$Ef IN 134%24 1.2'ABOVE pi1DE yrC. EL 17.01 }} �15 aim SONoN od�cRE1E LtA6E OF , „• • i wi" t► �! OVERLAY DISMN: WW!AP �.. N �► ` Ism"CLeiREM 2OfN1G REfllA�lEM3. £ ►'" �� p y 1/i. LAT AIIfA :2 ACRES ". : DAVID M. KELLY UK SAT MOW-0 LOCUS MAP Scale: 1 n = 2000' \\ COMW PAN&MUM 26t1001 0D1e0 Ce/at `\\ `\\ i A13 11 !A1 WRARM 133 (FL 12).0 AREA AS I \ \ C. MAP 061 / PARCEL 4-003 ♦ LC PL Na 15354-120 ce/a't Ft�/ ♦ LOT 162 / ♦\ ` #105 PIRATE'S COVE Ce/00 no 10, r10, ♦ ♦ `� 3 e / N. 4 VIP/134tZ loe / LOT 1BMAP 051 PLAN BOOK 40 PAGE 72 �/' PARCEL4-001 \♦♦ 's ♦� CS/cm /oil/ LC PL No. 15354-120 �♦00•/jy♦� . / LOT 163 \ - / #265 SEAPUIT RIVER ROAD ♦ O ♦ _. �' $ __- - / TOTAL PARCEL AREA: `C BDK*RAARK / 4.83 ACRES (SEE NOTES) de (PER BARNSTABLE ASSESSOR RECORDS) v/a/Da+/7+ ♦' / ♦ / N. Q WE LOrA710N.- C8/1314FRO /' \ N. 265 Sea uit River Road °�,� 'o FakftA ♦♦<�,�♦ 09teM111e MA know o 1 nav // o �� boo "2�, , A 83 ♦ A P� .�� a s pf..l �,♦ !, \ PREPARED FOR ell �-°'� �♦ ,, ' FRANK WILKENS U UX / `' "'� ♦`e�0 ♦_., ]TILE LAW tic "e• Foundation Certification , BAXTER NYE ENGINEERING & SURVEYING 4 '�o e�P�`�+`y ,'�' •'� L1 & N4sys 22 w Registered Professional OF LAIAN y " Engineers and Land Surveyors sow 78 North Street,3rd Floor,Hyannis,MA 02601 s au is � Phone-(508) 771-7502 Fax-(508)771-7622 No.2W4 G� L O T 1 6 4 1 40 0 40 80 LC PL No. 15354-120 � NIP SCALE IN FEET ` T. STEVEN C. KLUJAN SCALE: 1* = 40' DATE: 01-22-08 I CERTIFY THAT TO THE BEST OF MY KNOWLEDGE THE EXISTING FOUNDATION SHOWN HEREON IS REV. DATE: REMARKS da IN COMPLIANCE MATH THE APPLICABLE BARNSTABLE ZONING DISTRICT SIDELINE AND SETBACK tP' y'► REQUIREMENTS AND IS LOCATED IN RELATION TO THE MONUMENTS SHOWN. Ll7.B2- THIS PLAN IS NOT TOBE RECORDED NOR IS IT TO BE USED TO ESTABLISH PROPERTY LINES. pp S 49 s-26* w w DRAW NUNMER al-'L3-2s REQSTM LANo suRVEYnR N eAxTER NYE ENaNEErrnrc suRVErNc DATE 0: 2007 SU WRKS 2007-030CPP.dw - -- -- -- ----- --- -2007-030 n 2 t X0 Q� rnr�-'n i.� Tims -8 o. 'Pt cove Handy 'P 77,K��r- LE-AtCJR W bm, P ITS Pt r F7 F-C-T I V C- olN, G e' E V i: E Cr V 6 9 '4 2 9-a sm-<T r-- t.Lx Noisy, Pt -3 arb97 D E W A LL 0-C-A C A,eAc- MY V1 IL E 13 b, f�LL N D 2 �Ax N rTe f �20 Tb LC�T 3MPS W G r Beac, 3,C>A TC5T KOL4 1, ALL Grms&-OF—S K(EmNV 1?— 404 0% , 7/-ZO/ W7 Z. Ass;;ssoe,!,VlA? 571 LC>-r 4-1 0 LOAt^. S to$:sot L 1-07 3. 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