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0060 HIGH NOON DRIVE
.�� e ; � (� � -� n . � . � . , � . � t � . - s � d �e a . . . , - .. ,. ��, � o n . ;. � . . � . . .. . , o - __ s M . �� .. o . . ,. F . , . , F ,_ ... .. .. _ s � ,. � I a .., t � G ^ j:. :: .. r u - � - _ .. ., a - '. i .. n. 0 n o - r. :; '. .. � ,. _ .. - � .. .. i .- '. 3� :e.,� i _. 0 e o _ � .. � � N:� i .. a .. ,.. c .. .. .� . .' r. ' �. ., n �. �o .. ,. A �. - ¢' - _ P .. . � � -r .. �. �.. .- a. :. - - �'. -. .' _ - r � - � ,� �_ f - '� _ I o � �. �. � c. .. .� .. �. .: .. ^' - �� .. _. y . ., 0 G Y .. _ ti. fi { o °o a a. ,: �. ;: . . .,� �. o Town of Barnstable Bll1ll > -.ff " e Retain "d"o"n..Job;and tFii Card.Mustbe K'e` t ". P4! atm. ost T�isyCard So That t is�Uisible From the Street Approved;; Jan Mush � s p , z: x -.., Permit Where,aCert�ficate of Occu anc, is Re, aired,such,:Bu"ildmgFshall Not be Occupiedunt�!a.F�natJnspection�has bee made,„ Permit No. B-17-2799 Applicant Name: Douglas W Lebel Approvals Date Issued: 09/13/2017 Current Use: Structure Dl Permit Type:' Building-New Construction-1 or 2 family Expiration Date: 03/13/2018 n Foundation:��Z o c7 Residential Map/Lot. 193 215 Zoning District: SPLIT Sheathing: Location: 60 HIGH NOON DRIVE,CENTERVILLE Al Contractor Name Douglas W Lebel Framing: 1 -Owner on Record: MACGREGOR,J BRUCE TRH Contractor License CS-008124 2 Address: DRAWER W411 fs Project Cost: $450,000.00 Chimney: HYANNIS,MA 02601 FPermit Fee: $2,420.00 Description:- construction of a 3 bedroom single family. Finished basement one Insulation: sto house r��fee Pad' $2,420.00 ry xD to 9/13/2017 final: Project Review Req: construction of a 3 bedroom single fam'Iy Finished basementone story house -. —,K Plumbing/Gas Rough Plumbing: Building Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authoed by this permit is commenced within six f6 the after`riz ssuance. • Rough Gas: and All work authorized by this permit shall conform to the approved application theapproved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structu es sFia T in compliance with the local zoning by la sand codes. final Gas: • . This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for�public mspection for the entire duration of the work until the completion of the same. Electrical The Certificate of Occupancy will not be issued until all applicable signatu esby the Building and Fire Officials are prov ded on this"permit.7,3 Service: Minimum of Five Call Inspections Required for All Construction Work g 1.Foundation or Footing Rough: 2.Sheathing Inspection �" w 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (asset forth in MGL c.142A). ' Y Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 1 � 3 2 � ' Map Application Health Division f ' Date Issued Conservation Division Application Fee Planning Dept. Permit Fee c�2 Yo2el — Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation/ Hyannis — ,pe.rc_hek Re.W Project Street Address �o © G!'� N' 001K ZRiVC oi-n6i T✓ Village C 6/9 e 1//'/J� rev i>td Owner 17 Bpvze 1Y4c X,rey oY Address d70 C'G "171nv4C,47-10 1 WAY Telep ones_ pe 1 Permit Request If o -f-rn y c ,BN oil- 4 Y 6 echroo y jr,,hjle �R d1v 60 111611 Alooly ���'dG' ��Q7i� C� �Wu�r�✓,���i p� owe., s-roil y a e�J 04le�r-try K 9Ai o� Square feet: 1 st floor: existing aproposed 11W 2nd floor: existing 0 proposed l oo d Total newt r?l Zoning District e,�c Flood Plain `s Groundwater Overlay /11�4 Project Valuation �01000 Construction Type WOOD �rg*+ Lot Size �q ' GVR Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family bd Two Family ❑ Multi-Family(# units) Age of Existing Structure 'Al 0A Historic House: ❑Yes U14o On Old King's Highway: ❑Yes S No Basement Type: ❑4ull ❑ Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new 3 Half: existing new Number of Bedrooms: 'V h existing 3 new B Total Room Count (not including baths): existing 0 new +� First Floor Room-,,Count 4 _ Heat Type and Fuel: 2/Gas ❑Oil ❑ Electric ❑Other y ,_: r: Central Air: W/Yes ❑ No Fireplaces: Existing New Existing wood/coal stove:0 Yes= No -'-Detached garage: ❑ existing 0 new size Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new .- ze_ c Attached garage: D existing 3/new size _Shed: ❑ existing ❑ new size _ Other: I W Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ rn Commercial ❑Yes to If yes, site plan.review# Current Use SIn 2 l6 Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name 14e y � 401 � 776 360d Cell Telephone Number 1-* O LJ 1lA J L-eee/ 15,-®t '7 7,P 7 ®® Address License# Al 14 41Y4 AW4.t Home Improvement Contractor# Email Jouq!A- Z eliel d 1� /4 o fat Worker's Compensation # -i ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S f- 4—E 17/;7 "° tl� SIGNATURE DATE 0 7 ! ; I / i t FOR`OFFICIAL USE.ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. r ADDRESS VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN N O. Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday, September 13, 2017 9:59 AM To: 'douglaslebel@gmail.com' Subject: review for 60 High Noon, Centerville , x Good Morning Doug, You should have received the permit for the subject address by now. The following items are for your information: 1.) The deck framing must meet the current code requirements of the"Prescriptive Residential Wood Deck Construction Guide based onthe 2009 IRC". Those details were not shown on the plan. 2.) The cable rail system details were not on the plan. Before this system is installed an onsite meeting or a consultation should be arranged between myself and the installers so that it will meet the code requirements on the first inspection. Many have not passed on the first inspection. 3.) The plan does not specify tempered glass near the tub on the plan. Tempered glass is required in any sash near the tub and less than 60" above the standing surface of the tub. Thanks, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 C 19 I ,S!PARCEL 9 B 2J2B1 PC 97 r4 ROTA BUN". 1 D9 P5BDO O 11,1.I (4 -e]I •�"-` � `1\-' '«1 108., COON TND DISP. r -•-R+ .3 N 83'N']e'W S8Y24'}B'E 0."' v�8 we l kt f i FOR araslRY USE q 6 J LOCUS MAP SCALE I°=200D: • ASSESSORS MAP 1B3 PARCEL 215 h 21p MAP ID 3 PARCEL 217 STC.EN A FERNANDES ZONING SUMMARY DO M32 PC!BA ICTAp' S Bg40}p'vl ZONING DISTRICT:RC&STRICT N,LOT"" 87,120 S.F. MIN.LOT FRONTAGE 20' • _ MIN.LOT III IN 100' MIN.FRONT SETBACK 20' t~u MIN.BIOS SETBACK 1p' O N.REAR SETBACK 10' MAK,SLALO. NEICHI .1 ar •• jryH N� SITE IS LOCATED RRTHIN THE RESOURCE PROTECTION OVERLAY DISTRICT ,7� O GpORCilONAOIED VERLAY MTHRN—CiOVIFEA ° � OWNER OF RECORD Y CA COMMERtt TRUST ✓' &RAWER AMACOREGOR GOR HYANNIS.MA 026. REFERENCES •«•" i I DEED 800K 28385 PACE 215 PLAN BOOK 848 PACE 8 r O 'pO NOTE .. THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF 7'O COMBININO LOIS A-Z AN O A-3 AS SHO'KN ON PLAN IY BOOK 848 PACE B IHID ONE SINGLE BUIUH O LOT. Ii• t� CBDH THp 6.05'UP LINE a • - J a NA " 1 CCRTiY INAT THIS PLAN WAS MADE IN +•. Z OCO.TOAA=—REOISTRT OF DEEDS .!.SET • L„18.03' i l �'=' RCOULANONS EFTEC04E JANVARY 1, R.f 2:50 �4 I p'•.�. Me,AND AS AMENDED JANUARY 7, F A.y T088. / ME ME., V tY1a'a4"E A ISOUTED VEGETATED wEILAND Dw N O18'56' $s PLAN OF LAND .LATE DANIEL A.OJALA,P,L.S. LOT B ,w„ cN— #60 HIGH NOON DRIVE I NERf9T CCR)TY THAT THE PROPERTY 3.64 AC,i MAP fp}pARCEI 7 F.K.A. #637/655 SHOOTFLYING HILL RD -N SNOWH ON TIPS PLAN ARE THE UNGS UPLAND = 103,367 6.F.2 T000 OFD BARN STABLE CENTERVILLE, MA OIL•R11NO CN111K6 m+NE-11,AND THE WETLAND= 66.14$6.F.f 61. LINES OF THE STREETS AND WAYS SHCON ARE TOTAL AREA n 158,512 S.F.t PREPAPED FOR THOSE OF PMBUC OR PRNATE STREETS NOR O e1EW>�U OR PVISg1K EDO,EN STI HcI 4'°>�'4. v���'.x s w�s>.'".o . NOLER$1R'H ES FOR NEW WAYS,ME SHOWN. P'(T, s.; s• a SUNRISE NOMINEE TRUST arc, 4�CA.B.BI-K,M.D., f ]9A0__=ws C ti DATE: JULY 27,2017 A Q 1 •y N 82'S535 E MAP 193 PARCEL 22, MO"E BI q�.<�G -F ��a �J oe eOD:x:Do .�.y�l'•L-1�.1--1�! r.,, � eo j i�a KPP 6 1 w]wT-ime DATE DANIEL A.OJALA,P.L.S. H1„ -• PLs' aR o«mov.ewm 8%e P�� .� d wn cape engAbeeiiag,inc. l-d s �yNis rw PuOUINPOPT dA 674 pCE 915-284 FCGD 15-25e ensE.B,R a � I - r s _ } t k s r a Iyl/s Map DJ- Com o v.eaith of Massach''tts Sheet IYleiaf Permit Date:: 03/01/2018 Permit# Estimated Job Cost: 24,777.00 Check If Permit Fee:,.1 85.00 Plans Submitted: YES NO' X Plans;Reviewed; YES NO Business License#: 4323 if JQPP;Sf Appl'"'f Vil Eibens.e# 4323 Business Information Property Owner 1 Job Location Information: SEP 28 2016 Name: Coastal Plumbing Heati'gaandg oglin- Nazx -Bruce MacGregor I AbLf- Street: 299 Whites Path Street: 60 High Noon Drive City/Town: South Yarmouth City/Town; Centerville, MA 02632 Telephone:_ _508-737-8747 Telephone: Photo I.D.required/Copy of Photo I.D. attached:. YES. X NO tar[Iuifial J=1 ✓M-1-unrestricted license - J-2/M-2-restricted to dwellings 3-stories or less and commercial.up to 10,000 sq, ft:./2-stories.or less Residential: 1-2 family. X'- Multi-family. Condo/Townhouses._ Other. ._ Commercial. Office Retail Industrial.... Educafiorial Institutional Other Square Footage: under 10;000 sq;-ft.. X over'10,000 sq.;ft., Number of Stories: Sheet metal work;to be:completed New Work:; X Reiovahort'. HVAC X Metal Watershed,Roofing Kitchen EXhaust System Metal Chummy!Vents; X Air Balancing. Provide:detailed description of workao tie done: 3 Zones. 2 - York Gas Fired Furnaces 2 - York Condensing Units for Central Air Conditioning Venting of (4) Bath Fans, (1) DnPr and Kitchen Hccd Fxhat,st up-plies and Returns f INSURANCE COVERAGE: I have a current.liability insurance policy or its equivalent which meets the requirements of.M.G.L..Ch.112 Yes [A No 0 If you have checked Yes,indicate the type of coverage by checking the appropriate box below:; A liability insurance policy 0 Other type of inderrinty :❑ Bond' OWNER'S INSURANCE WAIVER:t am aware that the licensee does not have the insurance co:yeage required by Chapter 112 of the, Massachusetts General Laws,and that my signature on this permit application waives this requirement Check One Only Owner ❑ Agent ,❑ Signature of Owner or Owner'sAgent By checking this boxy,I hereby certify That all of the details and information I Have submitted(or entered)regarding this application are true and accurate to the-best of my knowledge and that all sheet metal work and installations performed under the.permit issued for this application will be in compliance with all.pertinent provision of the Massachusetts.Building'Code and Chapter 112 of.the:General LaWsi Duct inspection required prior to insulation installation:YES. _ NO Progress Inspections Date Coininents Final hispectimi. Date Comffients i Type of License: By F54 Master Title: _ ElMaster-Restricted ❑Joumeyperson Signature of Licensee Permit E�I Jo u meype rso n=Restricted License Number. 4323 Fee$< _ (] Check at,www.rhass.gov%dpl. ln.spector•Signature of Permit Approval' f E Town of Barag.dable., Re ulatory Services $TAMS, Richard V�Scalt,Director Building Division r T�u3 Perry,Building Coinmi. oner:. loo€�La�nStreet,i�yann�s. r��•w.:ta�wn,barnstable ��, Fax Office: 508-562-4;038 ; 508 79 6230 Property Owner must, - complete and Si2n This Section if 1.sing A Md:er, Lruc®MacGregor ,as 6wrjer©f the�ul?ject f roperty hereby authgri c o �ta�Alechafipicai to;Ict o�my behalf, in al! atteir rel�tiv c to r rk at 1?Gr Y th s u�ld Yg cnmI. AP AtI r7 fci : B�HIP H N769! t kon. �1ddxt<SS 13Ua1,fences acid alarms arc the respoiasi,lit of the �3plieant P als are riot tt� ill ci ox unl� -,d beft�re is.ir staff c and 1� I pe tiafls axe.pcxfq=t 4 and laccept�d, .. S nature.Of Owner. attaxe c pb ast Pililt blame . 'rtntl" ara 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): Coastal Mechanical Address: 299 Whites Path City/State/Zip: South Yarmouth, MA 02664 Phone #: 508-737-8747 Are you an employer?Check the appropriate box: Type of project(required): 1. ✓ I am a employer with 15 .4. I am a general contractor and I 6. ✓ New construction employees(full and/or part-time).* have hired the sub-contractors 2. 1 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' [No workers' comp. insurance comp. insurance. 9. Building addition required.] 5. We are a corporation and its 10. ✓ Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11.✓ Plumbing repairs or additions myself. [No workers' comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13. ✓ Other comp. insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. :Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Liberty Mutual Policy#or Self-ins.Lic.#: XWO1857754371 Expiration Date: 01/04/2019 Job Site Address: 60 High Noon Drive City/State/Zip: Centerville, MA 02632 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 that the information provided above is true and correct. Si ature: b Date: 01/29/2018 Phone#: 08-737-8747 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#: Client#:764315 2COASTALPL1 ACORD. CERTIFICATE OF LIABILITY INSURANCE FDATE(MM/DD/YYYY) 01/09/2018 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 CONTACTNAME: Dowling&O'Neil Dowling&O'Neil Insurance Agy PHONE 508 775-1620 FAX 5087781218 A/C No Ext: A/C,No 973 lyannough Road MA E-MAIL coi@doins.com P.O. Box INSURER(S)AFFORDING COVERAGE NAIC# Hyannis, MA 02601 INSURER A:Ohio Security Insurance Company 24082 INSURED INSURER B:Ohio Casualty croup Coastal Plumbing &Heating LLC 299 Whites Path INSURER C: South Yarmouth, MA 02664 INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY 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. LTR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP INSR WVD POLICY NUMBER MM/DDIYYYY MM/DD/YYYY LIMITS A GENERAL LIABILITY BINDER443200 1/04/2018 01/04/2019 EACH OCCURRENCE $1,000,000 X COMMERCIAL GENERAL LIABILITY PREMISESOERENTED occ nte s3000OO CLAIMS-MADE a OCCUR MED EXP(Any one person) $15,000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $2000,000 POLICY JECT LOC $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT Ea accident $ ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY Per accident $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE HIREDAUTOS AUTOS Per accident $ $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB HCLAIMS-MADE AGGREGATE $ DED I I RETENTION$ $ B WORKERS COMPENSATION XW01957846378 1/04/2018 01/04/201 X WCSTATU- OH- AND EMPLOYERS'LIABILITY YIN F ANY PROPRIETOR/PARTNER/EXECUTIVE E.L.EACH ACCIDENT $1,000,000 OFFICER/MEMBER EXCLUDED? FN] N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $1,000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Building Dept. ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis, MA 02601 AUTHORIZED REPRESENTATIVE 4 ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 Of 1 The ACORD name and logo are registered marks of ACORD #S204545/M204528 RPJZ1 Q., i �� C`'?t +s 1s '$ `'Y''�♦e r 'S�"t"•2.+:✓b. + •_ � k � e`V .y.:. J Y •vc _ - 2 ty.s:S' v^��.L c�^' »J3 - a <+ ( . ' (`{ .� ^� •,v,.y-! 1 � :4"r"t' �,+5 s+•i r:e•�' y"r 4.i sr� ��i�,! .�rl t1"' � th ^1 i..y� �� cam` `+' 7c y�"Y-'✓' <Srr ut ° r1'. ` ; i i 7' ' �: t\. � 'C �V !`"'�� J`c'�`y,r�;�, `n'�-+ v �w�'.'i1v�t°H.,� �r ''. zlr,.. s�..�1 f�a,•tea; 7 !♦ ,, 1 i\ y'. s F^.,.y.�!• '.•"1 ��.,rj�.. i�t+�.'>l �� .✓J'J D' ✓�J!' rY I rF:,. ' , i m p ' n -�..,,� �\ r V.. `v-`^'1 ,a''Y✓ram.' �, sr+ _ f'�f1 4..^'i E%. j�?, ' \ § ` \; 1 :`ti q61 �:.,M ✓,a .tr..,"ic C„ `: yr",- y su". �f•�. .' '.` 1, , .\ , � ^`,\I •' i,f \T+.. � cs• 'p 4'•+°-imps. '«l�>"Zr x .✓ p. ? �,sr'r' .icy-' ,\ - Yk �«a.: ti. y.. ��-`.,'a." ..1._ r' _ Y J ,"''„.ar 4 .�•1 1•G of • • y ,� tl A g t Fob 4 y 1 { 1` DIVISION OF PROFESSIONAL LIGENSURE a • �a i •t 1 e { L �• d J � ' t a {y/�9�(#(�.`� jp�gp (jq{/�}BER gp jj� t�]a� a BpW_�y��y)�{ i ', 9P'+T •'. tl/ .... E II .+W I O ■ D T �-. ..- A t y rt T + / C•5• r J ♦ � i REScheck Software Version 4.6.2 Compliance Certificate Project Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 2,581 ft2 Glazing Area 14% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent:. Designer/Contractor: r 60 High Noon Drive Doug Lebel Steven Hayes Barnstable, MA Heritage Realty&Development Steven C Hayes,Architect PC P.O.Box 170 P.O.Box 621 West Hyannisport, MA 02672 15 Bay State Court Brewster, MA 02631 508-240-1411 shayes.capecod@comcast.net Compliance: 6.8%Better Than Code Maximum UA: 571 Your UA: 532 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Floor 1: Slab-On-Grade:Unheated 215 10.0 0.684 147 Insulation depth:6.0' Floor 2:All-Wood Joist/Truss:Over Unconditioned Space 415 30.0 0.0 0.033 14 Wall 1(Front):Wood Frame, 16"D.C. 729 25.0 0.0 0.053 33 Window 1 DH:Vinyl/Fiberglass Frame:Double Pane with Low-E 78 0.300 23 Window 4 Csmt:Vinyl/Fiberglass Frame:Double Pane with Low-E 12 0.280 3 Door 1: Solid 21 0.150 ,3 Wall 2 (Right):Wood Frame, 16 D.C. 496 25.0 0.0 0.053 25 Window 2 DH:Vinyl/Fiberglass Frame:Double Pane with4Low-E 28 0.300 8 Wall 3 (Rear):Wood Frame, 16"D.C. 1,293 25.0 0.0 0.053 49 Window 3 DH:Vinyl/Fiberglass Frame:Double Pane with Low-E 83 0.300 25 Window 5 Awn:Vinyl/Fiberglass Frame:Double Pane with Low-E 106. 0.270 29 Door 4:Glass 176 0.300 53 Wall 4(Left):Wood Frame, 16"D.C. 267 25.0 0.0 0.053 13 Door 5:Solid 18 0.190 3 Project Title; Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Lebel High Page 1 of10 Noon\1516HighNoonRevised9.11.17.rck . f IMMMI 1Nall StFr Low, er?-Wood Frame, 15"o c. 477 13:0 0:0 0082 38 .. Window 6 VlnyUFiberglass.Fha me:bouble Pane with bW-E: I4 0:270 4 Wall 6,(Lt Lower). iNood Frame,16"o.c;, 2.57` 13:0 0',0 0:083' 21 Ceiling is Flat Gelling:or Scissor Truss. 1,579: 4970 0.0 26' 41 0a) .Compliance statement: The proposed building design described here:is consistent with theebuiiding,plans,specifications,and other calculations submitted with:the permit application:The proposed building:has been designed to meet the M'5 ik requirements In; R.E.Scheck Version 4..6.2 and to comply with the mandatory requirements Listed in the REScheck. nspectiori Checklist. Name-Tit e -Slgnature Date ` U Project Tittet Report date:: o9/11/17 Data:fifename C�LJ ers�Owner�DocurnOt9UPro]ects12:015\15;I6 Le.b:e.I High: Page 2 of10. Noon\1516H ghNoanRgvised9.11.17 rck I REScheck Software Version,4.6.2 f 1�(l Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Sec#Ion I�taris� erif ed� Fieltl�/erfledWPM PFe I pecti hula Reuievv � � � Cain es7 � omrn rrt /A sum ti`gri 103.1, :Construction drawings and E f, []Complies ;Requirement will be met. 103.2 :documentation demonstrate ❑Does Not j [PR111 :energy code compliance for the building envelope.Thermal ❑Not Observable , envelope represented on ❑Not Applicable ; :construction documents. ' 103.1, :Construction drawings and []Complies :Requirement will be met. 103.2, ;documentation demonstrate _.;` ,:."_ []Does Not : 403.7 energy code compliance for [PR311 ;lighting and mechanical systems m ONot Observable ; :Systems serving multiple ❑Not Applicable !dwelling units must demonstrate ;compliance with the IECC ; :Commercial Provisions. , 2 1 Heating and cooling equipment is Heating: Heating: E)Complies :Requirement will be met. 03 sized per ACCA Manual 5 based : Btu/hr ! Btu/hr UlDoes Not (PR1z on loads calculated per ACCA . ; Cooling: Cooling: : Manual j or other methods : Btu/hr. Btu/hr ❑Not Observable s approved by the code official. : []Not Applicable ; ; Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 1,0811 Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Lebel High Page 3 of10 Noon\1516HighNoonRevised9,11,17,rck i �Se, ton Y .. i 'Plans We Eked field-ltel ified � t ;fir Foundatiio� Inspe�t�on � �� Co�mplieS�+Csgm e�ntsli4 s[impt�ons 402.1.2 ;Slab edge insulation R-value. R- R- ;OComplies ;See the Envelope Assemblies [FO1]1 ;[] Unheated [j Unheated ODoes Not ;table for values. Heated ❑ Heated [JNot Observable MNot Applicable 402.1.2. Slab edge insulation ft ft UComplies ;See the Envelope Assemblies (F0311 depth/length. Does Not. ;table for values. ;[]Not Observable , EINot Applicable 303.2 1 ' A protective covering is installed ❑Complies ;Requirement will be met. i3F )z to protect exposed exterior k, []Does Not insulation and extends a minimum of 6 in. below grade. ❑Not Observable ; ❑Not Applicable 4039 Snow-and ice-melting system ❑Complies Requirement will be met. controls installed. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: a 1 High Impact(Tier`1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\iProjects\2015\1516 Lebel High Page 4 of16 Noon\1516HighNoonRevised9.11.17.rck SeCtlOn r % ,, f z ' IVerif)ed Eieltl erifiecl 7 # Framing/Ro gh Trl Inspection E �� omphe mmensAssuriptians Yale 3 k ✓e�,i��:.w,u;".,,r.�s. s;..._.�6,'d�- . . ,,. •...�..�:4.� ^�s: 402.1.1, ;Door U-factor. U- ; U- ❑Complies ;See the Envelope Assemblies 402'3.4 ;❑Does Not ;table for values. [FRl]1 ❑Not Observable CINot Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ❑Complies ;See the Envelope Assemblies 402.3.1, (average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ❑Not Applicable [FR2]1 ; , 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement'will be met. [FR4]1 :are determined in accordance'' ❑Does Not with the NFRC test procedure or ;taken from the.default table. g' [--]Not Observable ; ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;,Requirement will be met. [FR2311 I installed per manufacturer's " ❑Does Not instructions. ` ❑Not Observable ; f QNot Applicable 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting u= C7Does Not ;AAMA/WDMA/CSA 101/I.S.2/A440 "' ; or has infiltration rates per NFRC ❑Not Observable ; ;. _ ;400 that do not exceed code CINot.Applicable ;limits. ' ; J402 4 5" IC-rated recessed lighting fixtures "? ❑Complies :Requirement will be met, (FR76k]2 sealed at housing/interior finish " [)Does Not ,- and labeled to indicate s2.0 cfm []Not Observable leakage at 75 Pa. []Not Applicable 403.2 1 a:Supply and return ducts in attics ,', ❑Complies ;Requirement will be met. [FR12]1 ;insulated >= R-8 where duct is a ❑Does Not >= 3 inches in diameter and >_ ;11-6 where<3 inches.Supply and . ` ❑Not Observable return ducts in other portions of _. ❑Not Applicable ;the building insulated >= R-6 for ;diameter>= 3 inches and R-4.2 ' ;for< 3 inches in diameter. x - 4033 3-51 Building cavities are not used as ` ❑Complies :Requirement will be met. (AC%I'� ducts or plenums. -]Does Not ❑Not Observable ; q ❑Not Applicable 4Iti 'HVAC piping conveying fluids R- R- ❑Complies ;Requirement will be met. [FR7]x above 105 QF or chilled fluids ; ❑Does Not below 55 QF are insulated to zR- ; 3 ;❑Not Observable ; ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies ;Requirement will be met. [FR24]1 piping. ❑Does Not []Not Observable ❑Not Applicable 3 5.3� Hot water pipes are insulated to R- R ❑Complies ;Requirement will be met. [FUZE 2:11-3. UDoes Not ❑Not Observable ❑Not-Applicable 46 Automatic or gravity dampers are , ❑Complies ;Requirement will be met. [FR> 9 2 installed on all outdoor air ❑Does Notintakes and exhausts. ❑Not Observable ; ❑Not Applicable 1 .High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Lebel High Page-5,of10 Noon\1516HighNoonRevised9.11.17.rck , I Additional Comments/Assumptions: l . 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) ,F' Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Leber High Page 6 of10 Noon\1516High Noon Revised 9.11.17.rck 9 lens vertfle ale d 1lerifie -# Insulation lnspec#ion r Cornpl�es? Commeiifs%Assumption All installed insulation is labeled i ❑Complies ;Requirement will be met. [IH�13,]?£ g 4 or the installed R-values a ❑Does Not provided. �' ❑Not Observable ' ❑Not Applicable 402.1.1, Floor insulation R-value. ; R- R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;[] Wood ;❑Does Not ;table for values. IIN1]1 ❑ Steel ;❑ Steel ;❑Not Observable ❑Not Applicable 303.2, ;Floor insulation installed per N""£ ❑Complies ;Requirement will be met. 402.2.7 :manufacturer's instructions and l �' ❑Does Not [IN2]1 in substantial contact with the j :underside of the subfloor,or floor Not Observable framing cavity insulation is in Not Applicable contact with the top side of ;sheathing,or continuous 1 !insulation is installed on the K ; underside of floor framing and extends from the bottom to the !top of all perimeter floor framing ' ;. !members. -, 402.1.1, i Wall.insulation R-value.If this is a: R- R-' ;[]Complies ;See the Envelope Assemblies 402.2.5, 1mass wall with at least 1/z of the ❑ Wood [] Wood ❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall !(] Mass E] Mass [IN3]1 :exterior,the exterior insulation ❑Not Observable :requirement applies(FR10). t❑ Steel [] Steel ❑Not Applicable ; 303.2 ;Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. []Does Not ; Y []Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) �r3 tow Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\iProjects\2015\1516 Lebel High Page 7 of10 Noon\1516High Noon Revised9.11.17.rck I " �: plans Vered iF eld VeredMEN lnspectont'rouisions; ompl es� Co ents Ass rn Mons °\/slue P 402.1.1, ;Ceiling insulation R-value. R-_ R- ;[]Complies ;See the Envelope Assemblies 402.2.1, Wood [] Wood ;❑Does Not ;table for values. 402.2.2, Q Steel EJ Steel _ ❑Not Observable 402.2.E[F1111 Applicable j 303.1.1.1,;Ceiling insulation installed per 1❑Complies :Requirement will be met. 303.2 manufacturer's instructions. ❑Do ; [F12]1 Blown insulation marked every es'Not i 300 ft2 ❑Not Observable ; r ❑Not Applicable 4022.3� Vented attics with air permeable q ❑Complies ;Requirement will be met. [F172?� insulation include baffle adjacent ❑Does Not ' to soffit and eave vents thatr extends over insulation. ❑Not Observable , ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R-£ R- ;❑Complies ;Requirement will be met. [F[3]1 :insulation>_R-value of the ❑Does Not adjacent assembly. ❑Not Observable ❑Not Applicable 402.4.1.2 ;Blower door test @ 50 Pa. <=5 ; ACH 50 = ACH 50 = '❑Complies (Requirement will be met. [FI17]1 Jach in Climate Zones 1-2, and ❑Does Not <=3 ach in Climate Zones 3-8. '❑Not Observable ; ❑Not Applicable 403.2.3 :Duct tightness test result of<=4 cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 :cfm/100 ft2 across the system or ft2 ft2 `❑Does Not <=3 cfm/100.ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable I tests,verification may need to l]Not Applicable :occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to ; cfm/100 cfm/100 I❑Complies :Requirement will be met. [F127]1 :determine air leakage with ftz ftz []Does Not ;either: Rough-in test:Total ; ❑Not Observable ;leakage measured with a pressure differential of 0.1 inch . ❑Not Applicable ; {. w.g.across the system including ;the manufacturer's air handler ; enclosure if installed at time of ; ;test.Postconstruction test:Total ;leakage measured with a pressure differential of 0.1 inch ; w.g.across the entire system ;including the manufacturer's air f handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies. ;Requirement will be-met. [FI24]1 :by manufacturer at<=2%of } ' C7Does Not design air flow. spa a =❑Not Observable ; , . u` CINot Applicable Programmable thermostats g ❑Complies ;Requirement will be met. (F19Jz 'installed for control of primary ❑Does Not heating and cooling systems and ❑Not Observable .., initially set by manufacturer to l;F, code specifications. " ❑Not Applicable ; 40 "2 Meat pump thermostat installed , ❑Complies ;,Requirement will be met. [l If on heat pumps. y ❑Does Not ❑Not Observable ; ❑Not Applicable ; 40 . R� Circulating service hot water h ]Complies ;Requirement will be met. [FIq ]? systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ; g ❑Not Applicable ; 1 High Impact(Tier 1) ,;ffMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Lebel High Page 8 of10 Noon\1516HighNoonRevised9.11.17.rck . Ctlan x Plan Verifetl �eltl e'rifietl s# q,- inallnspec n Provisions Cam hems Comments1Assumpt�ans"' 1SiRe IDg gig . ;. a ¢ afue YaC(u�a ...Ax .rWN�-ty �, All mechanical ventilation system „"a �E❑Complies ;Requirement will be met. �[�FI2 fans not part of tested and listed � '� ❑Does Not , HVAC equipment meet efficacy : and air flow limits. ❑Not Observable ❑Not Applicable Hot water boilers supplying heat ❑Complies :Requirement will be met. [ 126J through one-or two-pipe heating Bey ❑Does Not systems have,outdoor setback ' i control to lower boiler water ❑Not Observable ; 'temperature based on outdoor ❑Not Applicable ; s temperature. . 403 91.1., Heated water circulation systems h: ❑Complies ;Requirement will be met. [ ly yz have a circulation pump.The tt � x ❑Does Not system return pipe is a dedicated. 46 i return pipe or a cold water supply F pNot Observable f pipe.Gravity and thermos- ❑Not Applicable syphon circulation systems are d not present.Controls for circulating hot water system ; ,,•. pumps start the pump with signal _ for hot water demand within the , ; occupancy.:Controls automatically turn off the pump when water is in circulation loop „ is at set-point temperature and r t no demand for hot water exists. " 4035 12 Electric heat trace systems _ ❑Complies ;Requirement will be met. [�11"J' e, comply with IEEE 515.1 or UL ❑Does Not 515.Controls automatically ' adjust the energy input to the ❑Not Observable ' heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping- 03 2 Water distribution systems that �. ❑Complies :Requirement will be met. [F130J have recirculation that pumps ❑Does Not ; pump water from a heated water supply pipe back to the heated ❑Not Observable ; r 3 water source through a cold y ❑Not Applicable water supply pipe have a 4? k. demand recirculation water > 'rA system. Pumps have controls ; that manage operation of the pump and limit the temperature of the water entering the cold ; water piping to 1044F. DMY4 < Drain water heat recovery units 3' ❑Complies ;Requirement will be met. r a 1 � �tested in accordance with CSA ;[Fl3lv;, ❑Does Not 655.1. Potable water-side ❑Not Observable;pressure loss of drain water � ��� , recovery units<3 psi for ;t❑Not Applicable ; individual units connected to one or two showers.Potable water- side pressure loss of drain water heat recovery units< 2 psi for individual units connected to Y f � three or more showers. §, 404:1 ;75%of lamps in permanent ❑Complies ;Requirement will be met. "Y, , [F16]1 :fixtures or 75%of permanent "'¢, ❑Does Not ;fixtures have high efficacy lamps. Does not apply to low-voltage ❑Not Observable ; :lighting. ❑Not Applicable 4041 1 Fuel gas lighting systems have ❑Complies ';Requirement will be met. [17�12 ]3 'no continuous pilot light. '...r ❑Does Not qMK S,FU ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date: 09/11/17 Data filename: C:\Users\Owner\Documents\1Projects\2015\1516 Lebel High Page 9-of10 Noon\1516HighNoonRevised9.11.17.rck i s - P Plans Verified F1eld Verlfled a T £ # Final l�S, ect]or> Proirlsl 'n �� �0 11es comments�1 sum tion, 4o3, q Compliance certificate posted. ❑Complies ;Requirement will be met. Z ❑Does Not ❑Not Observable ; ❑Not Applicable 303 3 ,Manufacturer manuals for ❑Com Ices p i :Requirement will be met. [F�L8]3 mechanical and water heating ,!4 '� ❑Does Not ;systems have been provided. ❑Not Observable ' ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Report date 09/11/17 Data filename: C:\Users\Owner\Documents\iProjects\2015\1516 Lebel High Page 10 of10, Noon\1516HighNoonRevised9.11.17.rck f J 2015 IECC Energy Efficiency Certificate Above-Grade Wall 25.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 Ductwork (unconditioned spaces): Millir.. Window 0.27 Door 0.30 Heating System: Cooling System• Water Heater: Name: Date: Comments Mckechnie, Robert From: Mckechnie, Robert Sent: Wednesday,August 30, 2017 10:20 AM To: 'DOUGLEBEL@GMAIL.COM' Subject: permit application for 60 Hi Doug, 1 still haven't received the new rescheck for the subject application. The one submitted was for the 2012 IECC,.not the 2015 IECC required code compliance. Thank you, Bob Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 II r i i 1 f �^ X D-5 Town of Barnstable Barnstable N�P�OF SHE Tp 1 Board of Health �4ftaicaCftyr BARNSTABLE, • 200 Main Street,Hyannis MA 02601 ' �• MASS. .5 v� sbgq. `erg 2007 PrED MA'1� Wayne Miller,M.D. Office: 508-862-4644 Paul canniff,D.M.D. FAX: 508-790=6304 �'1(f(� Junichi Sawayanagi . December 9, 2015 Mr. Daniel Ojala Down Cape Engineering 939 Main Street,.Route 6A Yarmouth Port, MA 02675 /UO�OAJ RE: 637 and 655 Shootflying Hill Road, Centerville MA A 193=215 and 216 Dear Mr. Ojala, You are granted variances, on behalf of your client, Estate of David Goldman, to construct an onsite sewage disposal.system at 637 and 655 Shootflying Hill Road, Centerville, Massachusetts. The variances granted are as follows: 310 CMR 15.211 State Envioronmental Code: To provide a reserve area for the soil absorption system which will be located a minimum of seven feet away from the front property line, in lieu of the minimum 10 feet separation distance required. Section 360-1 Town of Barnstable Code: To construct a-soil absorption system will be located a minimum of ninety feet away from the edge of a wetland, in1eu of the minimum 100 feet separation distance required: The variances are granted.with the following conditions: . (1) The engineering plan shall be revised to show the soil absorption system a minimum of twenty-five (25) feet away from any catch basins. (2) No more than three (3) bedrooms maximum are authorized at this . property. Dens; study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. Q:\WPFILES\OjalaGoldman637&655 ShootflyingHillRoadV ariances2015.doc t -(3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three (3) bedrooms maximum. A copy of the ` recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The system shall be installed in strict accordance with the revised engineering plans, in compliance with condition #1 above. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the revised plans. These variances are granted because the physical constraints at the site severely restrict the location.of the soil absorption.system due to its close proximity to wetlands. Sincer yours, Wayne ler, M.D. Chairmal Q:\WPFILES\Oj alaGol dm an637&655 ShootflyingHilllRoad V ari ances2015.doc f AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for COMOldance (780 CMR 5301.2.1.1)' 6,o 91614 N0014 DIZ.1 VE ",Bi_D 4 Check Compliance 1.1 SCOPE Wind Speed(3-sec. gust)........................................................... ...... ...........:......:....:....:........... ........110 mph WindExposure Category.................................................................. ....................................I........................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stones 5 2 stories RoofPitch ..........................................................................(Fig 2) ...........r............................... !U 512:12 Mean Roof Height ..............................................................(Fig 2)....................................... 2j7, —ft <_33' BuildingWidth,W ................................................................(Fig 3)........................................... .....4,2 ft <_80' Building Length, L ......................................:.........:.............(Fig 3)....... ................................_5f_y'ft 5 80' Building Aspect Ratio(LAIN) ...............................................(Fig 4)................................................?,DL's 3:1 Nominal Height of Tallest Opening2 ................:..................(Fig 4)................ ...............................G'- '5 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections...............:....(Table 2)............... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete..............................................................................:............................................... ConcreteMasonry ..................................................:...........I..... .....I.......................................................... 2.2 ANCHORAGE TO FOUNDATION'-' 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... a?? in. Bolt Spacing from end/joint of plate ............................(Fig 5)......................;............... 43_in. <_6"—12" Bolt Embedment—concrete.........................................(Fig 5)..........;......................................�in.z 7„ Bolt Embedment—masonry.......................................:..(Fig 5).......... .............................. iN R in.a 15" PlateWasher...............................................................(Fig 5)...............................................a 3"x 3°x'/<" 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)-484 .J01$ !�... Maximum Floor Opening Dimension...................................(Fig 6)...............................................::. is.ft:5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6).....................................:. Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)........................................ ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8).................................................:..NA ft s"d FloorBracing at Endwalls...................................................(Fig 9)....................,................ .......... ........... Floor Sheathing Type ..............................:...,.....................(per 780 CMR Chapter 55).Tf.G�....� .... Floor Sheathing Thickness ............... .. ....(per 780 CMR Chapter 55).......................�in. Floor Sheathing Fastening..................................................(Table 2).. d nails at_(v in edge/4L� in field 4.1 WALLS - y Wall Height Loadbearing walls......,.. .........(Fig 10 and Table 5) ,Y.f ft 15 10 Non-Loadbearing walls................................................(Fig 10 and Table 5)................ ...9�n- T1 ft 5 20' Wall Stud Spacing .................:......:......:.........:.............(Fig 10 and Table 5)...................�in. s 24 o.c. Wall Story Offsets .............................................. (Figs 7&8)........................................:.. ft 5 d 4.2 EXTERIOR WALLS$ Wood Studs 9 Loadbearing walls.:....... !s+ -(Table 5).. ....2x_ ft 0 in. Non-Loadbearing walls............... ................. (Table 5).: ...2x - 51 ft 0 in. Gable End Wall Bracing' Full Height Endwall Studs .........(Fig 10)................ ........................ WSP Attic Floor Length. ......I.. ................................(Fig 11).................. . `...... ......... ....44 ft>_W/3 Gypsum Ceiling Length(if WSP not used)..........:.........(Fig 11)...........................................4 ft i'0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).......................... ........;........................ or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)..................................... G+ ft Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... ("0"7 ID AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 CMR,3ii). .2.1.r)' Loadbearing Wall Connections Lateral(no. of 16d common nails)..................................(Tables7). ...:............................................... Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)................................(Table 8)... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9)... ... .A"ft 0 in.s 11' Sill Plate Spans ........................................................(Table 9),.. :. ft O in.<_11' Full Height Studs (no.of studs)........................... ........(Table 9)......................................................... Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.................................:...........................(Table 9)DP./Y6...M...pi2...40 ft ol� in.s 12' Sill Plate Spans..................................:........................(Table 9).0&r:......A ........ 2ft12 in.<_.12" Full Height Studs(no. of studs)....................................(Table 9)... ....... .................... .......... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest 0 enin s .... ......... ...:: <_6'8" Sheathing Type..WAVIO...5-M. E1......(note 4).... ,_�/ Edge Nail Spacing.........................................(Table 10 or note 4 if less).::..:.:..:.........:...: in. Field Nail Spacing......... ..............:..............(Table 10)............. in. Shear Connection(no.of 16d common nails)(Table 10)....... ..... .. �;.......... Percent Full-Height Sheathing .. Table 10 . !�l.E.`�..../' ..!??R _% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)...................... Maximum Building Dimension,L Nominal Height of Tallest 0,ppenin .... 0.'25 s 68" ' Sheathing Type........ .....:.. (note 4)..:. Edge Nail Spacing......................................... .(Table 11 or note 4 if,less) an. Field Nail Spacing.....................:.....................(Table 11)............. Shear Connection(no.of 16d common nails)(Table 11)...............: .. .� Percent Full-Height Sheathing...................:::.(Table 1 1)Y#4�Ad*'"'L2.�7.-.4 ....._% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?....................... ............. ........... .............. .. ...I...... . ..:....... . 6.1 ROOFS 5G155vo e Roof framing member spans checked?.ram $...::.(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang 1Nai! .tl P)N-4....G..A 77.rg:....(Figure 19)....•... .....1 ft s smaller of 2'or,L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors " Uplift.............:......:R... .. : ........ ..(Table 12)...... ... :.. ..:..U 40 plf Lateral......................: .................(Table 12).. . ...... ........ .. ...... .....L=1�plf Shear......................... ..................(Table 12)............'................................S=--:u Of Ridge Strap Connections, if collar ties not used per page 2.1... (Table 13)........... :...... .......T=�1 _pif Gable Rake Outlooker.......................................a.... (Figure 20)..,.....:..... ft<_smaller of 2'or L/2: Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............... :: `. . .'.......:...:.(Table 14)..................................... .....U Lateral(no. of 16d common nails)...(Table 14).......... ................ . L=RjIb. Roof Sheathing Type.......Nk.T.W..Ir'.P0 .........(per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness..:..... ... ..........................�� .... ��in.z 7/16"WSP Roof Sheathing Fastening.............f L3 ,Y..AAei. ........(Table 2). ..,. .:...7?1. ........... . 1EL p Notes: t: 1. This checklist shall be met in its.entirety,excluding the specific exception noted in 2,to comply with the requirements of - 780 CMR 5301.2.1.1 Item 1.•If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel.Straps per Figure 5 ` y b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 ' d. All Straps per Figure 17 ., e. f Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent fulkheight'sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in Nigh mind Areas: I10 mph. Wind Zone Massachusetts Checklist for Compliance (780 CMR mev v 'D121 tee 1-04 v2" Q Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)..........................:..:.........................:.:..::.::. .........:.......................................110 mph WindExposure Category.................................................................. ............................................................,B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) ,stories <_2 stories RoofPitch ..........................................................................(Fig 2) ......... ...............................,. /B :512:12 Mean Roof Height ..............................................................(Fig 2).....................................19.-. ft s 33' Building Width,W.......................................... ....(Fig 3) .......:................... ft s 80' BuildingLength, L ..............................................................(Fig 3).......................................U1L ft 5 80' Building Aspect Ratio(L/W) ...............................................(Fig 4)...... .................................... ri- s 3:1 Nominal Height of Tallest Opening2 ............:......................(Fig 4)....:. ............................... ... 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2).. ....... 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete......................................::..................................... .................................._............. Concrete Masonry .................... ........: ......... :.............. 2.2 ANCHORAGE TO FOUNDATION'3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general ..........................................(Table 4)............................................... 3. in. Bolt Spacing from end/joint of plate ............................(Fig 5)..................................... � in.s 6"-12" Bolt Embedment-concrete.........................................(Fig 5)..................., ............................7 in.z 7" Bolt Embedment-masonry........................I................(Fig 5)............................................ NA in.a 15". Plate Washer.....................::........................................(Fig 5)................ .............................z 3"x 3"x'/4" 3.1 FLOORS Floor framing member spans checked ......... ............ (per 780 CMR Chapter 55).. N� J f✓f7:. Maximum Floor Opening Dimension...................................(Fig 6).........................................., ......NA ft 5 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wail(Fig 6)............ ........................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall..............,.(Fig 7)................. ........I..........I...........#A ft s d Maximum Cantilevered Floor Joists . Supporting Loadbearing Walls or Shearwall................(Fig 8)..... ............................A ft 5 d Floor Bracing at Endwalls..................................... ....(Fig 9)..... ..... ...................: ......................... Floor Sheathing Type ........ ............ .....(per 780 CMR Chapter 55). .#-A...P#Y►'NPAP Floor Sheathing Thickness . .......: ........(per 780 CMR Chapter 55).......................*4 in. Floor Sheathing Fastening.. .......:..........(Table 2).. d nails at in edge/j,2 in field 4.1 WALLS Wall Height Loadbearing walls......... . ........ ......... ......... .........(Fig 10 and Table 5)......... ....... ft :510' Non-Loadbearing walls............. ........ .....:.......,....(Fig 10 and Table 5).....:.......:......2c-fii''y ft :520' Wall Stud Spacing .. ......... ........!....................(Fig 10 and Table 5)................... /6,in.s24"o.c. Wall Story Offsets ..... ........................:...... ......:..:........(Figs 7&8)............................................m4 ft s d 4.2 EXTERIOR WALLS', Wood Studs r Loadbearing walls........ ......... ............... . . .... (Table 5) ..2x Vft V in. Non-Loadbearing walls.......:.................. ...... .........(Table 5)..............................2x-.Ly ___.kft W in. Gable End Wall Bracing.' .. Full Height Endwall Studs......... ........ ............. ...(Fig 10).. ......... ........ ......... ......... ............. WSP Attic Floor Length......................... (Fig 11).. ..... 4,9 ft zW/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)........... ...... ... ..... .. ..b.. ft 2'0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11)........................................I................Mq or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6).....,............................... ft Splice Connection(no.of 16d common nails)..............(Table 6).......................................................... 6/,/Vi *,2 C.QN T AWC Guide to Wood Construction in Nigh Wind Areas: I10 mph Wind Zone Massachusetts Checklist for Compliance (Tao CMR 5301.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails)............ ................(Tables 7) ......... ..:.......:. Non-Loadbearing Wall Connections Lateral(no. of 16d common nails)............ .................(Table 8)... ........................ 42 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) , Header Spans ........................................................(Table 9).................................._e ft 0 in.<_11' Sill Plate Spans .............................................:..........(Table 9)...:.......:...........:..........�ft f2 in.<_11' Full Height Studs (no.of studs)...................................(Table 9)........................................................ --1 Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 12ft_2 in. s 12' Sill Plate Spans...........................................................(Table 9)..................................=ft - in.s 12" Full Height Studs(no.of studs)....................................(Table 9).. ..................... ......... Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Openings .:.......................................::.......I...........:...........�..b"al 6'8" Sheathing Type.........11�1.5P..........................(note 4)............... fi1," Edge Nail Spacing...PC. fn...............(Table 10 or note 4 if less).VAW.65...,3.'.t—lo��in. Field Nail Spacing..........................................(Table 10)........................................... ......,2 in. Shear Connection(no.of 16d common nails)(Table 10).......V/?' .I4'S.............................:��y? Percent Full-Height Sheathing.......................(Table 10).,.V10;-1Z1.e6..Z'�.IDIX,%�......._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).......::...:........ Maximum Building Dimension,L j Nominal Height of Tallest Openings....... ........................'..........,..... ........: ..f�. < <6,8" Sheathing Type............W.5.P........................(note 4)...................................................... 7 IG�• Edge Nail Spacing.... , ...D ...............(Table 11 or note 4 if less)...........:..:....:.... Ig in. Field Nail Spacing Table 11 .................................................. 12 in. Shear Connection(no.of 16d common nails)(Table 11)........................................................�� Percent Full-Height Sheathing.......................(Table 11)..VAAJCS..X Mr--?1,A' ........._% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ............................................ ................... 5.1 ROOFS SrC-/r✓v4,�c'� Roof framing member spans checked?. 17- ram.......(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ... ....... (Figure 19)....,.... ...left s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors P Uplift.............. (Table 12) U If Lateral........... ......... ................ (Table 12)......................................... L l l&plf Shear............ ...............................(Table 12).............................................S= 71 plf Ridge Strap Connections, if collar ties not used,per page 21... (Table 13).........:.......:..............T= Ng plf Gable Rake Outlooker..........................:.............. (Figure 20).............. 9-`ft<_smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift...........:.............. ...... ....... ....(Table 14)........... .............................U=_JI'Ab. Lateral(no.of 16d common nails) (Table 14)............................ ,L= b.'. Roof Sheathing Type...........101.t 14M0 (per 780 CMR Chapters 58 and 59) ......... Roof Sheathing Thickness..................,.. ............ ............... ..... `min Z 7/16"WSP Roof Sheathing Fastening........... .........(Table 2). ...6'.&P40...... ..... .... t. Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,-to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. - Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 f d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b " 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing requirements s n - show n in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. AWC Guide to Wood Construction in High Wind Areas: I10 mph Wind Zone Massachusetts Checklgstloe Compliance (780 CM.R 5301.2.1.1)' 60 ;4-14 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)............................................. ... ...... ... ......... ................... .......110 mph Wind Exposure Category...............................I ... ....I ...... ... ..................... ................................B 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) Z stories <_2 stories . Roof Pitch ............................................................:......:......(Fig 2) ........................................... 10 s 12:12 Mean Roof Height .............................................................. J -6�1 (Fig 2)............................................ ,t s 33' ... Building Width.W ...............................................I.... ........(Fig 3)................................................ ft s 80' Building Length. L .......................................... .... ::(Fig 3)....... ... .,a ft 5 80' Building Aspect Ratio(L/W) ........................... .... .:(Fig 4)....... .......... 25s 3:1 Nominal Height of Tallest Opening2 ............... .............(Fig 4)...La'R�2/ . ...:A. ... .,. 7 1 s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections............ .:...(Table 2).. ............................... ........ , 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404:1 Concrete......:.........................:..:... . Concrete Masonry ................................. ................. .... 2.2 ANCHORAGE TO FOUNDATION'.3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general ....................... ....(Table 4)............................................... �in. Bolt Spacing from end/joint of plate ....... (Fig 5)................... _ 5 in.s 6"—12" Bolt Embedment—concrete.................... .. ......:........(Fig 5)............I..... .. :.......... .. . ........Min.Z 7" Bolt Embedment—masonry.........................................(Fig 5)......:.....................................fig in.z 15" PlateWasher........................:......................................(Fig 5)...............................................a 3"x 3„x W, 3.1 FLOORS AMC 7 j2u!;6 Af3r,VG Floor framing member spans checked ...............................(per 780 CMR Chapter 55) 4:--, .LA5-- Maximum Floor Opening Dimension...................................(Fig 6).............. ................................... ® ft s 12' Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)................... ................... Maximum Floor Joist Setbacks t Supporting Loadbearing Walls or Shearwall................(Fig 7)...............................................:....NV1 ft s d Maximum Cantilevered Floor Joists + - Supporting Loadbearing Walls or Shearwall................(Fig 8)..... .....::.. ........ ....... ..........yA ft s d Floor Bracing at Endwalls................. (Fig 9)............................I.....................r................. Floor Sheathing Type ...................... (per 780 CMR Chapter 55) .... . Floor Sheathing Thickness ............... ..... .... ......... ........(per 780 CMR Chapter 55).6.1W in. Floor Sheathing Fastening................................ .............:...(Table 2).._,d nails at in edge/_in field 4.1 WALLS Wall Height Loadbearing walls......... .... .... ..... (Fig 10 and Table 5)................. !'` .ram—ft s 10' Non-Loadbearing walls........................... ....................(Fig 10 and Table 5).................... ft s 20' Wall Stud Spacing .......I.......................... ..................(Fig 10 and Table 5)......n ......... in. s 24"o.c. Wall Story Offsets ......... ...............................(Figs 7&8)-:....:.............. . 4.2 EXTERIOR WALLS3 Wood Studs i Loadbearing walls ........ (Table 5). 2x�( -eft in. Non-Loadbearing walls. ...... :..; .... ....(Table 5). .......... .. ......... 2x_- in. ft D Gable End Wall Bracing' Full Height Endwall Studs (Fig 10)... WSP Attic Floor Length....... . . . .. ...... (Fig 11)... .... ffiq ft 2:03 Gypsum Ceiling Length if WSP not used ...............:....(Fig 11)... ... .. .... r ft z 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11).... ......... ......... .............. . ............... or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate Splice Length ........................................................(Fig 13 and Table 6)...............I..................... '�' ft Splice Connection(no.of 16d common nails)..............(Table 6)..........................................................-a 13L-DA 0 3 AWC Guide to Wood Construction in High:Wind,4reas:'I10 mph Wind Zone CONI'U Massachusetts Checklist for Compliance (780CMR530.1.2.1.1)' Loadbearing Wall Connections Lateral(no. of 16d common nails)............................:,:.(Tables 7). ......:.... Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)................:...............(Table 8) .. ....... Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................:....:..........(Table 9)..aR.M44..61..0oo.1ti?.... /Oft 0 in:s 11' Sill Plate Spans ...........................:...................... ....(Table 9)... 32 ft & in.s 11` Full Height Studs (no.of studs)...................................(Table 9)... ......... ...I... . . . ......... . I........` Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) . Header Spans.............................................................(Table 9)..................................'zz ftu in.s 12, Sill Plate Spans...........................................................(Table 9).. "...'.... ...........__,?-ft (2_in.s 12° Full Height Studs(no. of studs)....................................(Table 9)....... ......: .......... : Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously" Minimum Building Dimension,W Nominal Height of Tallest Opening2 .... ..... ................. :Z.. s 6'8" Sheathing Type........yv(. . .. (note 4).... h' Edge Nail Spacing (Table 10 or note 4 if less)..W#Zlgs._.. in. Field Nail Spacing......... .................(Table 10)...................................... 1,;L in. Shear Connection(no.of 16d common nails)(Table 10) ..... .............I. 4.1 rT' • Percent Full-Height Sheathing.......................(Table 1 nXW77...bI_1, 4.5....:..._% - 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts). ................. Maximum Building Dimension,L ',p'' s 6'8 Nominal Height of Tallest Opening2 ....... -j Sheathing Type......... 5 P.........................(note 4)......................................... . Edge Nail Spacing ......... Table 11 or note 4 if less .VA'&w&6.... .!',i"in. Field Nail Spacing..........................................(Table 11).................................................min. Shear Connection(no.of 16d common nails)(Table 11) Vr?:V6S.. ...........3 CIF( Percen Full-Height Sheathing.. ..................(Table11)..... _% 5%Additional Sheathing for Wall with Opening>6'8" (Design Concepts)..Tv.4S R 4a Wall Cladding IG/'-07yf G�IAGL Ratedfor Wind Speed?.............................................................. ......................................... 5.1 ROOFS A7—n e., .. Roof framing member spans checked?.1.. 2.V-45.....(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .J.1�GL�tI�INl�..�,� ........ (Figure 19).....:...:.... l ft s smaller of 2'or L/3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............. .....:..: ......::.........(Table 12).... ................................U=ol�pif Lateral......................:.......................(Table 12)..................... .......................L=�plf Shear....................:.:.............:..........(Table 12)...................................:........S-_22_plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13) ..............T=_ A plf Gable Rake Outlooker........................:.................(Figure 20)..... ........ 2 ft<_smaller of 2'or U2 ` Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift............. . ..... ....... .........(Table 14) ....... ........ ......U=g11lb. Lateral(no of 16d common nails).-(Table 14)............................... Roof Sheathing Type.......Vk- . n (per 780 CMR Chapters 58 and 59) ......... Roof Sheathing Thickness........ ,.. .. . . ........ .. .,bj�in.Z!7/16"WSP Roof Sheathing Fastening.:....... .. ...Crd. jV A.jt.5.......(Table 2). ...... fo.'.:...16 d ...........19,' Notes: 1. . This checklist shall be met in its entirety excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 "b. 20 Gage Straps per Figure 11'-- c. Uplift Straps per Figure 14 , d. All Straps per Figure 17 `e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft. shall be permitted when 5%is added to the percent full-height sheathing; requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. 1# Iarti'll 14J it rfr If lrttklroctiolf fo Ifigh It Jud • r a; I Ito ntph If Md me 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7116"'and'be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached_ to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.tipper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates, band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment WHEN TM EDGE FMT3 ON F�FIAA/INO VW 8d NAtS AT 6b.c ' CD 11 !1 ll 11 If u 1.1 11 t! I1 it 11 11 tl II - 1 O Y9 1'1 11 !1 1 Q 1 11 1 If ! IL 13 ±1 11 W 1! +4 II J I1 It E 1 • 11 f 11 tl 1 bOt19lEEDC�E `____�__ MAILSPAC04 I+ PAAkkt_ y� See Detail on Next Page \JorFinsll orirl I-Irri�n n{ol Al e.il�n.. ' [frt il,�t >r,rt t # t •e� �r ` ` kr�i}1 e = t 1#414 fad 4o 1 v 1 1 1 7j d 4 I t 1 1 + FRAWNG MEMBERS 1 1 Ed6ERdTFRMEDfA1TE 11 // 1 1 1 3M1 i i 1 1 1 - ---L-- 1 STAGGERED 3'MYd MAIL PA'TIEM PANEL PANe--EDGE - DOUBLE NAIL EDGE SPAC&G D'ETAL Detail Vertical and Horizontal Nailing foi'Panel Attachment Client#:40261 2HERITAGERE DATE(MWDDNYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 08/01/2017 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 COVEKAGE 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 Age PAIC HO N NEo Ext508 775-1620 ac,No: 5087781218 973 lyannough Road E-MAIL ADDRESS: P.O.Box 1990 INSURER(S)AFFORDING COVERAGE NAIC# Hyannis,MA 02601 INSURER A:Evanstonlneurancecompany 36378 INSURED INSURER B.sa"Indemnay lnsura Coffwmy 33618 Heritage Realty&Development,Inc. INSURER C Heritage Custom Building Company,Inc. INSURER D P.O.Box 170 INSURER E West Hyannisport,MA 02672 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 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. ;R TYPE OF INSURANCE NSRADDL SWVD POLICY NUMBER UENJ MMIDDDY E� MMIDDDY EXP LIMITS A GENERAL LIABILITY 3EL8921 5/04/2017 06/0412018 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY PREMISES(EaE�r RENTED $50 000 CLAIMS-MADE F_X]OCCUR MED EXP(Any one person) _$5 000 PERSONAL&ADV INJURY $1,000,000 GENERAL AGGREGATE $2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMPJOP AGG $2,000,000 POLICY PET LOG $ B AUTOMOBILE LIABILITY 6219226 7/22/2017 07/22/201 EO. NdED SINGLE LIMIT 1,000,000 ANY AUTO - BODILY INJURY(Per person) $ ALL OWNED X SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNEDPROPERTY DAMAGE HIRED AUTOS AUTOS Per accident $ UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION WC ST%- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNERIEXECUTIVE Y/N E.L.EACH ACCIDENT $ OFFICERIMEMBER EXCLUDED? ❑ N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ If yes,describe under DESCRIPTION OF OPERATIONS below E.L DISEASE-POLICY LIMIT $ 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 01988-2010 ACORD CORPORATION.,All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD w #S195532/M195531 LS1 �VAE The. Town of Barnstable Department of Public Works 382 Falmouth Road,Hyannis,MA 02601 BARNSTABI,E BABNSTABM y MAC www.town.barnstable.ma.us �639.-- �A i639 ��� 375` Daniel W. Santos,P.E. Office: 508.790.6400 Director Fax: 508.790.6343 December 6, 2016 . Estate of David Goldman Attention: Mr. Bruce J. Macgregor, TR t. Cape Commerce Nominee Trust Drawer W Hyannis, MA 02601 SUBJECT: Numbering of Buildings Map No. 193 Parcel Nos. 215 &216 Dear Property Owner, Notice is hereby given in accordance with the Code of the Town of Barnstable, Chapter 51,Numbering of Buildings, adopted August 18, 1994. Public convenience and necessity requires the assignment of number 6.0 for your property located on High Noon Drive, Centerville. This number should be affixed to your building so that it is visible form the street as outlined in exhibit "E", Town of Barnstable Rules and Regulations for Numbering of Buildings. To date, the past addresses for the Map No. 193 Parcel Nos. 215 & 216 are 637f& 655 Shootflying Hill Road, Centerville, respectively. Proposed development of the property will be one single family house on the two parcels. Filing of an 81X form may be required to combine the two lots. COMM Fire Department has reviewed the proposed drawings and agreed with the address change. Sincerely, Roger D. Parsons, P.E. Town Engineer Encl: ® Town of Barnstable Rules and Regulations ❑ Common Address Questions. ❑ Site map ® Assessors Change Form Commonwealth of Massachusetts Division of Professional Licensure Board of Building Regulations and Standards j Constr'cfiQ"§b rvisor, CS-008124 Aires: 08/13/2019 DOUGLAS W-LEBE. 6 HAYWARD RgAD} 1 CENTERVILLE M 0211 2' m Xp .4/01Svj;CIS\.' i + Commissioner C14 � - l c�//ae�pana�naoouuea�o��aa�ueeCta. a Office of Consumer Affairs&Business Regulation HOME IMPROVEMENT CONTRACTOR TYPE:Individual -§9I1stration Expiration _ 1245-9 07/16/2019 DOUGLAS'W.LLEBEt. DOUGLAS W.LEBEL 5 HAYWARD RD C_) ° I CENTERVILLE,MA 02632 Undersecretary; 13 l 9 - ?7z0 ComMorMealtit of f-Musadimsdts D'ep=t;<rferzt q,f r trial Acciderds - Office-of Imw-stigatiem ' 600 Washington&treet -- Boston,,L4 02111 1-PYVIumamgmAdia '97cw1mrs' Campensac. Insusance� BmldersiCunfraciunMechicianslP��iers �pl�IIIfarmaficvg 0 0 v � l4 l C /3 2 �f P y�.fry Please print Dame t' ° - - A�e�: f✓iiyfs€atelZig Phone wk 17G ` 36 od Are u an employer?Cfreck L-appropriatetra= ' �,� 5 4. I azn a general contractor aac€I Type a pl ale � �_ _ I_IJ�"I am a employer u ❑ 6. ❑New amsirElction employees(Rill anndlorpart-time),* laveNredfxe sir-contract 2_❑ I am a sole proprietor orpartasr- listed ohtlle attached sheet. 7. ❑Remodeling ship and have no employees new sab-confractors bade S_,❑Demolition tv , forma is an enaplayees andhare woAmre addng Y ,ha 9. ❑Suildm�addition IN4 7UP60trs,' Comp_masm-Mce comp.msEtran • required j 5. ❑ We are a cotpozafim and its 10 El Electrical repairs cf additiaus officers have exercised� 1L Plumbin re airs or additions 3_❑ F am a botneowaer doing all work ❑ � p - my-self N o vogcgs' _ ri of exempticm per MGL 7 , enra=e required-]i c.152,§1(4k and we have no L.❑Roafrepairs r� employees-[No workers' 13-VDther comp-iastnmw required_] e OA13Y WBc=tfat ched3baa ITl rat also M outtba sectioubelawsbmdag diekwtk Tceie campeaszdaupeEryinfarmauon- #Earom vauxwho submit dm affidwif inffraring tba_y am daicg 0wat and t mHot auWe c=tmcfarsy.rmst submit a nem affidast i"a�snit. Fca %.ar this boat must attr1' aaaddi6ond sheet shouing the name of the sub-coot wlaa snd stdearhedm araotihose enfideshme eagouees.Iftb ml-curntumambuveampicyee-,tfieynnutprovi&thea warkms'cm:np.paliynumbm I mire err errrp r deaf isgrauidirtg workers'cotrrpertsrrfiarr irasziraraca f yr rrry*empiny'ees ReIory is fltepoMy triad job site €rrformcrttorL �� In uranceCou:.panyyName: "Po cy or Self-ins Ii�_ �l 8 .L(f e C C. G.o MpifationDate: 712 Y 1/r Attache 2 ropy of the warkerO compensationpolicydeclaration page(showing the policy,member and expiration date). Failmm to secure coverage as regainedunder Section 25A o€MGL c.157—caa lead to the iroposiliaa of rizimh d penalti s of a fine up to$U-00.OG andfar one-yearimprisomnetd as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to 0_00 a day agak&the violator. He adiised that a copy of this statement.%mY be forwarded to the Office of laves igadom o IA for ihimmm cavesage y erifli ati= Fdo hereday raj th andpgz=ftWafpqjzuyffudffir h f ar mdfim prmuW a 5arg ig trans mint csrrred $i> ature: Date-. Phone ik a&W arse arl£y. Do not write in tls irrea,t&be coarupfeted by tarp ar toirn v f j`rciat City or Tom: Permitffiicense Issuing A nffiar€ty*(cu de one): L Board of Health .EWff mg Depar tent 3.drown Clerk d:Electrical Fuspector S.Plambi ug Iuspector 6.Other Contact Person: Phone#: J Client#:40507 2ANNABELLESCH DATE(MM/DD/YYYY) ACORD. CERTIFICATE OF LIABILITY INSURANCE 08/01/2017 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 Age PHONEo 508 775-1620 ac No: 5087781218 A/C N Ext 973 lyannough Road E-MAIL ADDRESS: P.O.BOX 1990 INSURER(S)AFFORDING COVERAGE NAIC d Hyannis,MA 02601 INSURER A:In.Hartford 19682 INSURED INSURER B: Heritage Realty S Development,Inc. INSURER C: � P.O.Box 170 INSURER D West Hyannisport,MA 02672 INSURER E INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT.TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF INSURANCE ADDL SUB POLICY EFF POLICY EXP LIMITS LTR INSR WVD POLICYNUMBER MM/DD MM/DD GENERAL LIABILITY - EACH q�OECCCUR��RENCE - $ COMMERCIAL GENERAL LIABILITY - PREMISES Ea ocwErrrence $ CLAIMS-MADE OCCUR -). MED EXP(Any one person) $ " PERSONAL&ADV INJURY $ GENERAL AGGREGATE $ GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-CAMP/OP AGG $ POLICY PRO-- LOC $ JECTCOMBINED AUTOMOBILE LIABILITY. Ee acciden SINGLE LIMIT $ ANY AUTO BODILY INJURY(Per.person) $ - ALL OWNED SCHEDULED BODILY INJURY(Per accident) $ AUTOS AUTOS NON-OWNED PROPERTY DAMAGE $ HIRED AUTOS AUTOS " Per accident $ , UMBRELLA LIAB OCCUR EACH OCCURRENCE $ EXCESS LIAR HCLAIMS-MADE x AGGREGATE $ DED RETENTION$ STATU $ A WORUERSCOMPENSATION OBWECCROO57 7/24/2017 07/24/201 X WCYIIMI OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNEWEXECUTIVE Y/N E.L.EACH ACCIDENT $5OO OOO OFFICERIMEMBER EXCLUDED? N/A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEEI$600 000 If yes,describe under ESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $500,000 D `- ` DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE y Town of Barnstable THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE ©J98872010 ACORD CORPORATION.All rights reserved. ACORD 25(2010105) 1 of 1 The ACORD name and logo are registered marks of ACORD #S195534IM195533 LS1 the Commonwealth qfMmsachuseffs Deparftffent a}'grrdr hia1Acciderrts Qjrwe o,f, mwfigations 600 washbigion street Bastin,M41211I mvmmass govfdia Workers' Campensat-ian Insurance Affidavit:BuiIdez-JC�o-ntractorsMech cians/Ph nbers Applicant Information /r � Please Print feisblY. Naiae Address: �C CifgfStntel : Ph.. - ,z Axe you an employer?Check the appropriate bow Type of project(requiredy I.JXam a employer with 4_ ❑I am a general contractor and I P Y —� have hired the sub-cont mctaas 6_ New eonsitmction employees(felt an�`or part-time),* . 2.❑ I am a sole proprietor orpartuer- listed on the attached sheet 7. ❑Remodeling ship and have no employees These=b-contractors have 8-,❑Demolition woddng far the in any employees and have workers' 1 9_ El Building addition [1�4 SL"oTI�eLS' camp.insurance coop.inc�rcrartxr ❑ Wile are a corporation and its l ll El Electrical repairs or a additions required-] 5. 3_❑ I am a homeow=doing all wodc right have exercised finer 1 L❑Plumbing repairs or additions � o w rlmrs of a emptlon per MGL. C.I52, 1 andwe have no 12_❑Roof repairs . i.,mncerequire&]i � (� 13.❑Other employees.[NO wor3=s' cow.insurance required_] ; nyappk dhatcheftbasfl— alsoMootihesecdanbeTawAwningdmkwarkeWcumpenudauperkyinfnemsuae Someoeraers who submit dux afbdacdt inxhecatiag thzy axe doing sg wo$aa+i 15eahae autsitFe camtmcmts amst submit a new a$ida a mdicatiao such- ZCaasractprstBst chwA Ws bmc mast wMached mr.addiff— sheet sbouing the nameof ibe sub-comdtsct sad state whetm or not those eaddeshav empluyees.If the sub-=,bzctamshweemgtoryees,tfieymnstpmvidetb&warken'tomp.policynumber I ant an srrtpinysr float is prQuidireg�varkers'coazpertsafirxrt insuratece for rap*emPlu3�ees Betow is t7te prficy lord job site taf ornudiom Insurance Company Nam: �dt� Policy 4 or Self--ills.Lic_� 9���� iEatio Date: � Job Site Address: lStateiZip: Aftach a copy of the workers'coanpensatioupolicy&cfarafion page(showing the policy number and expiration date). Failure to secure coverage as requiredunder Section 25A of MGL c 157 can lead to the imposition of criminal penalties of a fine up to$1,50QOD and/or one-y.earimprismmenta as well as civil penalties in the form of a STOP WORK ORDER and a fim' of up to$250-00 a day against the violator. Be advised that a copy of this statement may.be forwarded fn the Office of Invesfigations of the DJA for insurance coverage verifiesion_ 2 rio fieraby eerti f rer t#e pains as p�raTfier arfury thatfFie infbrmc dam prmr6w abmw is fte and carrect Signature Date: Phone ik Ooasiaf use a nfy. Do not write in fills area,to be ca'mpleted by city sr torn officut City or Town: PermitlL tense 4 hsning Authority(drde one): ` L Board of$ealth 2.BmIding Department 3. /Town Clerk d.Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: Phone#: — - 6 lafo rmatzon and Instructions Massachusetts Gdamal Laws chaptrr M regait'es all euagloyeas to provide workers'compensation far tfieir employees. sty an ee is defined as."...evmy person in.thie service of another under any contrad ofhire, Prasuantto taus ��3' express or implied,oral or watt mf An mT&ym-is defined as'an ind�vidnal,parfneashp,associafioai,c orpmmotion or Other 1% eutify,or any two or more of the Exrgoing engaged is a joint=tczpise,and inclndng the legal=Pn esedafives of a deceased employes,or the receiver or trustee of an individual,partnership,association or otherlegal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the: - dwellmg house of ano$er who employs persons to do mace,consaucti on or repair work on such dwelling house n or on the grounds or bmildmg appur�thereto,shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that'every state or local licensing agency shah withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not prodnced acceptable evidence of crimpltance with the bmrari ce coverage required." AddidonaIly,MGL chapter 152,§25C(7)states'Nesthe r the comma awmlth nor airy of its political subdivisions shall en{pr into any contract for the performance ofpubho work unfit acceptable evidence of compliance-wifh the fimu-'n't CE._ requa-emea3ts of this chapter have Item presented to the cantzcting a3faoniy_" Applicants Please fill out the woi ess'compensation affidavit completely,by checking the boxes that apply to yors situation and,if necessary,supply sob-cones)name(s)' address(es)and phone numbers)along with their cmtfacate(s)of IDn„F„ce• Limite Liability Companies(LLC)or Limited Liability'Parfnerabrgs(LLP)withno employees other than the members or partners,are not requi ed to cm:ry workers'compensation insurance If an LLC or LLP does have employes,a policy is requited.. Be advised that this of idayif maybe submitted to the Department of Industrial Accidents for conformation of msmranae coverage: Also be sure to sign and date the afzdaYit The affidavit should ba-mtamed to$e city or town that the application for the pennit or license is being requested,not the Department of haams h-mI A cc ad-cuts. Should you have any questions regarding$ie law or if you are required to obtam a workers' compensation policy,please call the Department at f e;number listed below_ Self-konrd companies should enter their self-insurance license number on fhe appropriate line. City or Town Officials Please be smt that the affidavit is complete and.primed legibly- The Department has provided a space at the bottam of the affidavit for you to fM out in the event the Office of lavestigat ors has to coact you regarding the applicant. Please be s=m frill is the penmitllicense munbez which will be used as a ref-ereace number. In addition,an applicant that must submit mubl ple pennitlliceuse appli'catims in any givenyear,need only suhmit one affidavit indicating rent policy informatian(if neoessary)and under'Job Site Adrlses"the applicant should wute'aIl locations in (city or town)-"A copy of the affidavit feat has been officially stamped or mm3md by le,city or town may be provided to the - applicant as proofthat a valid affidavit is on file for fuime'permits or licenses_ A new affidavitmvst be filled out each year.Where a home owner or'ciii=is obtaining a license or permit not related to any bnsi*+ess or commercial venhe (i.e. a dog license orpermit to bum leaves etc.)said person is NOT reT:d e to complete this affidavit The Of of Inve:S iggtions would like to fl mk you ur advance for your cooperation and should you have any questions, please.do not hesitate to give us a caIL The Depart m mfs address,Inlephone and fax number. -TE6-,CG tlr of Massachusdt , Departznent cif I idtIStdak Amident a Office 0fjive&tkaQ0= �Q��asbingtan t Bastou2 MA W111 . Tf,-L 4 617' -4900 cxt 416 car 1-477-MAqSAFF, Fax 617-727 7749 Revised 4-24-07 ,W W MaS9 gagid �r �W Town of Barnstable Regulatory Services VIAMIL Richard W SW4 Director ¢ �•� Building Division Paul Roma,Building Commissioner , 200 Main St vat,Hyannis,MA 02601. www.town.bmmstable.ma.us Office: 508-862-4038 Fax: 50&790-6230 Property Owner Must , Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on ray behalf; in all matters relative to work authorized by this building permit application for: 1041 ii F-0- (Address of job) . "Pool fences and alarm are the- responsibility,of the applicantTools are not to be filled or utilized before fence is installed and all final •_ inspections are perfonned and accepted. tore of Owner ignature of Applicant f; e- Mot& Print Name Print Nam Date QFORNrs:o�oxPooLs s, Town of Barnstable Regulatory Services dF Richard V.Scab,Director Building Division t +�. ' Paul Roma,Building Commissioner 6 `�� 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE N Please Print DATE: JOB LOCATION: number street village "HOMFAWNER": name home phone# work phone# CURRENT MAILING ADDRESS: cityhown state zip code The current exemption for"homeowners"wa/haUbemresVionsible include owner-occupied dwellings of six units or less.and to allow homeowners to engage an individual for hire t possess a license,provided that the owner acts as supervisor. MON OF HOMEOWNER Person(s)who.owns a parcel of land on whices or intends to reside,on which there is,or is intended to be,a one or two- family dwelling,attached or detached structut to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/sh nsible for all such work erformed under the buildingermit (Section 109.1.1) - The undersigned"homeowneIthath sibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. = . The undersigned"homeowne /she understands wn of Barnstable Building Department minimum inspection procedures and requirements ill comply s ' ro s and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwel gs containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Contr . HOMEOWNER'S EXEMPTION The Code states that: Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this sec ' n(Section 109.1.1-Licensing of construction Supervisors);provided that.if the homeowner engages a person(s)for him-to o such work,that such Homeowner shall act as supervisor." Many homeowners who use this-exemption are unaware that they are assuming the responsibilities of a supervisor (see.Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner-hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFII.ES\FORMS\building permit forms\EXPRESS.doc 0620/16 620 � Dowling&O'Neil TELEPHONE 508.77 .1GENCY FAX 508.778.1137 137 D ' A INSURANCE AGENCY COMMERCIAL FAX 508.778.1218 973 Iyannough Road, P.O. Box 1990 Hyannis,MA 02601 doins.com December 6, 2016 Town of Barnstable Main Street Hyannis, MA 02601 RE: Lot 2A and 3A_High-Noon Drive, Centerville, MA (AKA 637 and 655 Shootflying Hill Road Centerville MA). Road Bond # 62995537 Dear Town of Barnstable: I am confirming the road bond #62995537 was prepared and bound for the property described as Lot 2A and 3A High Noon Drive, Centerville, MA (AKA 637 and 655 Shootflying Hill Road Centerville MA). If you have any questions, please contact me at 508-957-4231. Sincerely, (rXetchen H 4Mur Licensed Producer 0XX300CDGCD000GD00000 WESTERN SURETY COMPANY ONC Or AMERICA'S OLDEST BONDING C 0 M P A N I E S0 G G 7 ri SDI ri 'a 9 ri G Effective Date: December 5th, 2016 G Western Surety'Company ! J fi LICENSE AND PERMIT BOND fi fi J KNOW ALL PERSONS BY THESE PRESENTS: Bond No. 62995537 G Gi fi That we, Cape Commerce Nominee Trust fi 7 ri of Hyannis State of Massachusetts as-Principal, and WESTERN SURETY COMPANY, a corporation duly licensed to do surety business in the State of Massachusetts as Surety, are held and firmly.bound unto the Town of Barnstable State of Massachusett's as Obligee, in the penal sum of One Thousand Five Hundred Forty Four and 00/100 DOLLARS ($1,544.00 ) lawful money of the United States, to be paid to the Obligee, for which payment well and truly to be made, we bind ourselves and.our legal representatives, firmly by these presents. THE CONDITION OF THE ABOVE OBLIGATION IS SUCH, That whereas, the Principal has been licensed General Contractor by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and in all things comply with the laws and ordinances, including all amendments thereto, pertaining to the license or•pe'rmit applied for, then this obligation to be void, otherwise to remain in full force and effect until December 5th 2017 unless renewed by Continuation Certificate. This bond may be terminated at anytime by the Surety upon sending notice in writing, by First Class U.S. Mail, to the Obligee and to the Principal at the address last known to the Surety, and at the expiration of thin yg 'e 'd §Aays from the mailing of said notica, this bond shall ipso facto terminate and the Surety shY 'rep&nfrlieved from any liability for any acts or omissions of the Principal subsequent to said d Rgps°•.o- he number of years this bond shall continue in force, the number of claims made liab�a is bondthe number of premiums which shall be payable or paid, the Surety's total limit of 3 hall not oe wit la.tive from year to year or period to»eriod. and in no event shall the Surety s total ., _ � li— ityaja � laa'rlsexceed the amount set forth above. Any revision of the bond amount shall not be G cuiulttve. ' ' DateTf is 5th day of December 2016 G n G � e G fi -- C e ommerce Nominee Trust Principal fi1 G , G 9 �pRPORATF Principal G o� SEAL ESTE ^ SURET COMPANY G G By Paul T.Br flat,Vice President n Form 532-12-2015 u G G fi G ACKNOWLEDGMENT OF SURETY STATE OF SOUTH DAKOTA ss (Corporate Officer) COUNTY OF MINNEHAHA On this 5th day of December 2016 before me,the undersigned officer, personally appeared Paul T. Bruflat who acknowledged himself to be the aforesaid officer of WESTERN SURETY COMPANY, a corporation, and that he as such officer,being authorized so to do,executed the foregoing instrument for the purposes therein contained, by signing the name of the corporation by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand and official seal. }y5yy5y5y�,y55yyh�,�,hyghhh} f M. BENT r S AES AE NOTARY PUBLIC SE L s r s SOUTH DAKOTAs Notary Public—South Dakota a s }hhhhhyhyhy 5bc,yh54yy5y�a4} My Commission Expires March 2,, 2020 ACKNOWLEDGMENT OF PRINCIPAL STATE OF _ > (Individual or Partners) ss CO N i of On this day of before me personally appeared known to me to be the individual_ described in and who executed the foregoing instrument and acknowledged to me that he— executed the same. My commission expires Notary Public ACKNOWLEDGMENT OF PRINCIPAL STATE OF (Corporate Officer) ss COUNTY OF On this day of before me personally appeared who acknowledged himself/herself to be the of a corporation, and that he/she as such officer being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing the name of the corporation by himself/herself as such officer. My commission expires Notary Public E-F E1.0 U O W U O 71 � 0 w z y a o a o V� w -� Page 1 01 1 T <?revic s Fc.r help about the document viewing options see: vtewilig Information ._ ......y...- .ew•..-wrHr"'7ra'w'^"w`<'. f 5 TSk%AUWSF-IIS STAT£ZXISE TAX - eARKSTttaLE (OUNTY RSGISTRY Of DEEDS G kr: 6)1-:1 ,1f 1b a 10,11a: I cc- ss 6.�0 tons: $lla , .0 00 JkIq 1ZI:Y \V. t3PPtNNE [.:NI. of 156 w ust Street, Fa#mri�tth, 13arez.€at�ti Ccs:rty, ;41a s ie►u ti �1� s0. c1 rtici Sir¢r$r rrr tiie Ey'►`ATE "DF 'E�°'1 VID C t3L,DR:AIN'o 1� tsiab�e t. C`aauniti P +tr,�t l?(,cl: t?�a. ttrlt OPt13'�T=,�,i ttic r '4'wc*eo'rtt era t :its 1 L tci tlai' l)v;rid.Court wd reei,rded hervvith znr cir Sideraz=S ct Paid d} ru F 6IIt;'t;;'I D 'Ytf s`` TLH:()ij$A:NI`J ri'•`D I�r<';t470 t5l.l s O lU,4) b ;cant to 3.Baca NlatGrcg.or'Tcu5yt�,of C UVI+ `t7 ct�e 4 .'�` �t n ts �utT=E viih � su ry $; 199d and rc�a cT d s I vCt,rra riC 4u.(,£?5,91$ ve t ct�e Barnstable L w.d Court,oai;31 a i iiin-p z addzC s at r)rlN\,et-Wi.li4}'sa:uds,MA 0"26'1. ' With FIY.)VC 44,k}' t Two n I 'tK €'vir �tii lar;cl beiii :sl; ,kl3 r {3L T �.and LOT:t-3 t�r� cY£lz¢1r t `1'13rt of ;¢k�t� � f Cen,tn tie (B at i:h1C� iti^L�, c7 144(+1 i Ctt��i`t)t2tVF. ?�-t.t�L' R��r Est t s ofl7ss�a �ci t J4s,?tn�-Cialditiart dis t", A"q 9 '0l aild ips, rde ac:t��i l3 ir< a ibl�E caus3t '1tt i ir, cif Dc s plat"i J.ttk:Slti 6=8 Pace Sub ct jo>ru t l9c E aGTtTtt c«ad I'?t3_e�tiert. . �erA ra a,sE¢caan°s2 !Pl n r4t P:i t Eitrther suL?9r t 1a iiri l's�'0¢3 beoe fii.of iI wher A-11,,5-and�reseri>tit re c3F cord, tha sanlu are row in rote.-t a,tti asap€imhle: p �,� t 7!e ctrCercn�c -C ticcd. rcec�rclea4 with Barvls4atat�� COIt"it 1C��c>-�s w*i t7e�ds �.r�B�c�k��T�a f 'l 53' i3i)01.�€?S FJ�L'�7 1c>SCw.11ti 1i3€ '�?�JtYIrE�, . CCj�t1[S1;1Y,B31[� C ��C 1'tt2?t1I ¢ tc!)r3l; tinily Cot?it.Do A00POI05EA. 3 PRoj-w-I ry-4nJaRKN&4 .L:O`!G'A42 and LOT A-T3, lirb Nac,u.Dr e-"ceutct►vdle., CIA 026A2 (�iE❑:4Tlt.���iT�e.f^Ct;lc�4afi1 r 41tbTr rt c ia?�R€TY gES YSTRY nr Oil i. If no irnage is generated and there is h6 obvious explanation,,;please check the Java heap space by clicking here. Estimate lava help memory & sic I OT I Pre:aus i For help about the document viewing options see: Viewing inform,atioca l T { Bk 29385 Pg246 #1212 i "vCI\,TSS raty 'haitd and seal this day of Ja u.-,rry 2016. l b4 4 1e re. inistrator J " cc -Nto\.-,�WEALTH i`E t�tASS fit1S J.•� . i3amst al)1 ,O : ` \ n "this _ _ day of 3�uu n, 2J.Iti, be �,:rL tnc, tic vaderstgned 'nota �aubt erSonally hf,} #irea Jeffrc}` w. t}pp�nhc'm =d prc,ved to me through satisfactory evidence idcnfification, bean, (chWc %hiche vcr applies.) l# drivices license of odler start Or fode) Ovelx�mental do tument btttrind a photoedp}iic :image Ur m ' otir� persona4 o`'. e€i of t idellLt ilk fttc sigtatoay to be tltt. pxxs n whose, name is sipietl above and aci€:nowlcdtged t fors oiri to be l -izz3 by hiss ti=oluat4ril;� ror its"statc:ri arpose as .�c i quG ,rra#car of the F 'r Ole DAVJL)GOLDI'vLALN. NOS Pub14 If no image is generated.and there is no:obvious explanation, please check the Java heap space by clicking:.here; f estimate'Java heap memory li ips:r,'st•arch,laarr►stabltcicc.els.nF�?:I TS 1�'1 40QR11T1v1?tab'SI(�'1'T'=5�'C.,f)�iK11'' l l 'lQ`241' Page 1 of' i i .PYhvi@as 1 For help about.the document viewing options see: Viewing -on Bk 29385 Pg246 012,12 t a i 1bi"11 i SS rtay hand aild seol tljis � day ni 2016. ESTATE OF DAVID C,01,-I)M,AN by: Aw, Q .I�=f�'� g�' �ahciatt, �inisirat�,c 01M CAN I't E ^ -TH U.f'`;MASS 4kCIItU$ t•` S E3umstable;; ss: On this da�� «f' Januarv, 2016, hcfprc; me the undersigned notary puin�' Pa-rsonaily appeared leffr"cti• W. Oppenh .im sand prlo' ved to .me through satisfactory evtden identilieation. being (theck iwbichever applies G drive€�'s l c-nse o wher state ar teftj SovernrmcnW document bearing a photographic i.rna��orrrt}° own ��ers:izt kr�owle+dge of t Identity of t E s,9 iatbry to be the p + on ito r hamc- is siand above. Zino ackitowltd�ed t fonoing to b;:s pied by hi rn ca.1Li l tip`° for its stated Pier pose as Adminittrator of the E.STjj~ of,t),Avit)GOLb ° v4. Notary Pub] r. If no image is generated and here is no obvious explanation, please check the lava heap space by dicking Mre: Estimate Java heap meh'lory htcps.;`'sea,t] .ln_rt, tabltieeds.orb,'11:IS;VW'W04.RTI1`N1 I()'l P-SI'6Ct '&- �gCI'1. - '? Sc . 'V6 9RC... :f 1:1.0;'201,6 v�aS For help about the document viewing options See: Viewitl information 't f Bk 29385 Pg24 7 #1 212 f _ Cof11r61&NJ-aft'1 Y Mat,-�_ch L Tt �.rial 1 3Ar"�rtO:b le, iva r f rsl fi�1 T�u�37c . =rot�Z)LU'1� aKt^}helda,,.5a-rns'� Vie. xn ���`'`� 5 - . �;GtiGdt�ad nfy and � - ZO15 . .. . ' On t itlo� of o ff,e� urryf!a Zr T- 341 fhq estate 5a_ #e i 11 4ab q. in mid .s�+,^ga, r� s F au, aeti i� -.atl c��'�E,7 a�at�s�P iJl p...7�?l Y,`.���ky�a.['�+,"341-� ""'v'°y"� i ".1``L-`:XS�'Cis���,�\'a• i�.� � n 1l1 fsil�S t) ;'�11, r + Iizt Y,� e t Y4. • fuf 3 tx St�"T�i f1►'�i>"�`?�'' }kLI LL be-,*to to dl-;Al Ptir rm t'!ct'�'.u,w�ji&gil tibam s an cRJV *Siuy Mst It is :bail:to MI es-"'�--of:�ai•,,j+3t_. 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Lenten le„ (Ba-rnstable) A A on HIGH l NOON t7RAFE Preps for F:-smmtes of DXVI{ and Saaripe GaJdaian dated August fi, ? 12=" and tecorded with Pam-stable C otmly Rtgistry e i Dt.-,-ds i.r Plrua Sook 6448 St l t g 4 I If no image is geh&ir ted and there is no obvious explanation; please check the Java heap space by clicking here'. Estifiiate 3iava heap memory l�ttlx.. fieurc h,barnSC t6lcd�etl�.U; r'r11, 15�G4'1`r (?t)Tt I TT v�?��l fill 7 l?= 'EiU�c'�t1i+% G I7.�Ia�l}(l?45c �G r7I7C... l l,`I Ot2)O.16 Pale 1 of l -Premous4 i=or`}ielp about the document viewing options see: V eWi>hg I.nforknatio.n. All Page) of i r , rnst le "j, �OwnV Ba il afth tiy,�` Yin: J� � zt icl•.!:i �9•r;R'.�,.i:Yt:i:t:-,°M 0 ,t. U 11 1 PAS 1q.-_:6.alk ftl!a Cah1 Who> + �zlt, i�arli�i Ujat�' � �- �st�aii S139 h4a.in Street,Route 5A 7 and 55S Sftro lying Hill koad, Centerville h4A biz 193.215 and 215 � fi 'Dear 4'tr,Ojata, F t You are granter variarices,on behiff of your Ocent,F-state of David Galtman, to �cortstruct:an cosiie-sewage dis t`e.,�al sy-ter7 at 53r`arad 655.Shco�otflying Hill Road' t entenfilla; Masse-OlusetEs. The var3at.CO5 grdhtod G!�� �4 fVfly4 tiz �T' . kF. 310 QMR 15.211,State nviotorimeintsl Code' To g�rovtd0 a res�nre a.ea foe tie sett t ,, abso.rptiori system hint h vAtt t s tP i' Minh y:ii1't of.Aever'i`fea€ .-7 ay from°t the front properly tint% in lieu of the rnini€r-um. 10 feet. , at raration distance requiftid., Section!360-1.`7own of arrrstatyie o 'to C:rg lsifulct a'soi'i absorption system «}• be locsted a minle"tum of ninety feet away frdhili the edc csf a. kr=retlar d. n lieu of:ttae rr+sn;nurrt fOfl fee's~r'taarotiors,>aistanoe H i The vt;artC.es 00 graint4d otiv,,Ang ob-n itir ti; r* (1) `the enginF;4.-tir1q plarrOziiil be.te used to the salt ObsoFptiCirs:eysl,6m' ` c`ttzr►trnurr't cif t.letlilr t}t{e (2'�1 feet aa'iay�t`c�r"r9 all catcYa basins, (P°k NO Inure than three(,I)bedrooms m: xtrittum gi`e authofizet!at this propery. Dens.,study room offices, finished,alti s,sleep,?g lo",, and sirnilar-type room are(xinsidered -bec rooms'act; Kling to ti 0 MA Oepartme€t Of EOVIPt AMID rttal Prt<tectibrt; If no image is generated and there is nv obvious explanation, please check-the Java heap space by Clicking here: Estimate Java heap merna® Y htt}�s. ee�r`%li.l�atrtstahlc l4ec1s.t3r�� ��LiS;'� ' ' Q()R=(C`��1? `Si(�tl'1' SY(i4?Vcti41r'9(r'f']':1;r--00>4S&W,9RC__ 11 10)"2016 I page 1 of cr'tevious. For help about tfie document viewing options see;`Lrievva g e'for•mat:i'on �IP } Bk 295.24 Pg253 413478 I ' k (3) The apolicaht -Shall record a properly worded deed restriction. signed by the owner of the property; at the Barnstable County Registry of Creeds restricting the property to three 8)bedrooms ttiax'murri. A copy of the reGwrded deed restriction shall be sikbmitted.to the Health Acient prior to obtaining a disposal works construction permit. . l (4) The system shall be installed h strict accordance wit In t:ie -revised engineering plains, In GompliaMce With condition#1 above. 4 The designing enainee-r shall superv+se the construction of the onsite t sewage disposal system and,shall certify in v4riting to the Board of Health tfiat the system was installed in substantial cornPlianc+e With the revised 'these variances are granted because the physical constraints at the site. #' severely restrict the,location of the soil absorption system due to iiS close `proximity to wetlands. Sir�cer �yt�urs, ' f Wayne ler, M.D. Cnairrna 8 if no image is generated and there is no obvious explanation, please check the Java Heap sp6te by clicking here: " sllimiAe 3aiva taeap memory' hops.,,'seaicl>.fiarn tihle,d4e.ci5.0 r:,1t 15;1��1G=t(li7RtIT.I�t? 51�1 E' 51`G()�RWgCTLj\f-006 8 W9RC:., 11/,l,0/, O.l6 panes 1 01 1. yf For heip about the document viewing opt see I ! I that � LIN j I NIIIISsachusetts I)cpar-tthent of.F worcrnmcowl - Fr 1Z'StaS {n t.?1 cle f LI '8wra-u U c Rcsos c prfpftclior F C� W oritt - rdim of�onditaon� (,.;fEaA<nY1,r3�tCP�{,\�41F 5: E ?rk.�;•.ta;itt..S lE'e�:i.`t1�a�C l''#tn.�t{tt`.�1�Ct?.c.G.[._e<4�'i,t1?{i E t;encr at Information @. nrsa *ats ,tt C��tr^pzi{„ tRht57rsE ti:.. Z AppliC D(:kli{'c t 7�rr 1 1st- b, t n -C,. sFai,sta.Yt1 `ski-N 0tE.t'.�:<i{;�,.1; n117' i Ei ty`i i+ilt'h49'! 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Estimate Java heap memory httij, ;',(search.bamstab.icdcuds.C.)rg/A.I.I{ .'W44•'400R.TIT�4?bkrS1QT1I=,'Y 0V&«"9GTLN--0064�)& 9R(' . 1.1'1W2016 t : fuai�trs For help about the document viewing options see: Viewing Information !' .... - . :.of 1 c�• .- Pag� E Y .,$k 29524 1pg260 #1.3479 lot setts` D� artiaent atnr'ionnacttal lit°c±tecttan €;rsri 9 y ,`1at;snG F_ jr> l •tL '�, % '�, F�U:"t•�tl 4��t � G R7F:1- �t"�'�.31'"„`lt�si ti f. r WPA Porm G- Order of C:�ndtttt�nt h�i�. rhtl� it a 4tltitatl,l t,t� lcs t:�c.t ik4,ts,L.t:. �., 40 t D. findings a rider Municips� Wetlands Bylaw Or OrciErte�>i�c e 1. l a;Teilrra i �i�'rtlarr }xl w°car aril rl nwt.;;a litw`tic? 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S� I( TP�-SN 60'�'c2W9CTL.N�-)00649��.��9'RC' .. .11 '101101-C h = Fgge 1 of i cPrevpJs For help about the dvcu eriC vieuiirtg ciptions sec: Viewing Information ' _..:�:--" + ,,,,, ,.�.wi `. •-^mow ♦i .�. ,ag.,�4:EI�k�f �.'�� �an..,s� �. s - » or.-- P3 't rt ' •` 1 e s Irlrt{1r, !r' r Bk 29524 Pg261 #13479 t Name: Suatra a Nnmirtee7ruct � t bprnved F"Jan tictok;er 34),2 j15 Site Plan,hY Oataiel A. 7j.al:i;1'. .,1': .. . l S*pcci:tt ©nd`ztir n �f>• pruvcnl � l I T'r�fti:e I • . Caution: t*ailrlPL t0 cal"I)JA 11*1ith!It coriditi rits t4 tbi-s Ortjcr of Conditions may,have serious cnttstrqu$nres TN,romcnrren<c.>t av include: is uar;ce of a Stop Work Order.rink-i,;mqulreFnvat tv rt.nn}y.r un-pirtnit;W d Siratt rttrD;fi; reslEfirrmcnt r.o re- anclscapF:to original eswidifilo a, wsbiiity ti+vbt vio a Gera]icai,,of Gtsmplinrict, and Inure. The t..cnerat!C-onditintis of thig Order l L*in ort t'aZe 5 and continue through Puee S. The S,r eeia!C-csnrl_itit'jns cutitained herein and all Conditions require}'our r,Amptiance. l l j It. i'rior, to thi° Mari of vvinek.the`611owiq conditions shall be satisfied r 't i 1'tlliu?0 D?F}tD'3D cat rC "E CEtl'al t c Urd�T 0 {flt4Ltil 9 tlC! 1,'lf}l to the L�l3CEDn3CriCCityCint t 7DGf .pro he,ein; ic`crDl Ca9nds#iin\vart;tc,�? r'ectt3ddta :tt�:rt "tern. s, ali ciatp3i=� fiats Pp r 1 ?. (tA5 rlle:i s col Ss ai ifs o tPi�sDgtf is t�nl.tti ��vEEed �ic�%t?t 5itc4+Hsu:(!,!'and tithe RJfll :conInv ors 0 CAIwr e 1T i :..a all cordid-ons of,this Order ire c=plicci with,"l ht rxp�licanr shall prc�aridc ct4uic tt i$i.Oi lcr fa l C ±nrtD<to^,a1 apaC�tvecf plans(arntl tray 4pproeved re.v iaiont therc-otj to proj6,t t,64wacto prior i.n ill :,tart' ttt i4ot k, !3;rl ratilr'L or �n atir+ri sDrnr ii;cion rni -l A,4�st all Ct tin�YLG3 3�e3 ECit sitPC�to tha- _.. l t'l17TD 1�S.,t?`l___•9�tt't{{I¢+�.;5tf.11t„!��[c'Qr�ij s. 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Note "Peci tlly,spcci a�cootlltiott uniber IS, requiriog t'erirication, of lilt I0-cadons Of the ftrau14-Mion :and str awb tie Nett,. C-onra;ciQns >t+ uIr- t t -I'd l l Zr ii,t.pAml)shal'a ;c c.onl0lied u•iih; Grret's i>t3s7ditan t nb I&( aintaittit i scd wtent ct,-n t;:6)sh,411 be cvi`Ip?irti3.vith: t 10. file%orl:i,.itlt:SlkL?aay otr"t11t.ap'faro°icr 01311 sll 19 be atricilw'ir�5eraw�tl, 1 i. "I lictc`Mull bk4 a o dt [urbrt ace of tite,iW,:iticlui iAS,etarlin- tR3tit�n,t�ea'tand the trprl littt t, This condition sh:tli continot oa°t.r tlmc. oniv ccu.it Gaut 1tt Ear tlt� 41i�ttert3�ticc itit Spec � i��t i . � µpi'•"�t°�e, s 12. 'I'll:Conser.•ittion Cnrrmi,.jsiUrt, is etnlalgc-s and 1t,,%ag .Wt sOAII have U.r4ghl Of Ptrp"tt�+in31 ttr c*mpi nice€•the pro\LQIt4 Ortt'-i t�rt3c:{7f{ttrd.i<:iGt15. 1 i 13. t turs exterldt:,thi l per-mit is alid forth ee e;r hrlro:tttE d t Of is p5 to tit:. t i-t,. 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Z 4,1 x W Al SET W_7 t o •k o . � � � ` ice Drawin List: Project Team: S ENS-1 COVER SHEET/PROPOSED SITE Owner: . \Tow i2 c ElS-2 SURVEY SITE LAYOUT Doug Lebel ElS-3, SQUARE FOOTAGE TABLES,CODE DATA g Civil/ Site: S (N. SP-1 SITE&SEWAGE SYSTEM PLAN BY Architect: ova �0 O� DOWN CAPE ENGINEERING \ Q `0F \ Steven C. Hayes,Architect P.C. b� Architectural. STEVEN C.HAYES �L e ® A-1 PROP.FIRST FLR PLAN&SCHEDULES 15 BAY STATE COURT,P.O.BOX 621 a �- BREWSTER,MA 02631 (508)240-1411 IN A-2 PROP.LOWER LEVEL FLR&ROOF PLANS g .A-3 PROP.WEST(FRONT)&EAST ELEVS Structural Engineer: o LZ LO © A-4 PROP.SOUTH&NORTH ELEVS AP PCL 2 FA A-5 PROP.GARAGE&DETAILS \ #60 _ © A-6 PROP.BUILDING SECTIONS v L'4 VACANT 0 10 Structural: Contractor: L8 ® F-1 FOUNDATION&ROOF FRAMING PLANS U 0 SITE PLAN Heritage Realty Group 193/226 SCALE: I• =10'-0• G) F-2 FRONT WINDLOAD ELEV B1B2 SQUARE FOOTAGE, N RIGHT&LEFT WINDLD ELEVS B1 m FOUNDATION = 1, ea GARAGE = 541 SF580 SF ® F-3 REAR WINDLOAD ELEV B1B2 �+ $ �2 �\ OTAL AREA= 2J21 SF RIGHT&LEFT WINDLD ELEVS B2 Civil Engineer/Septic Design: x a © F-4 GARAGE WINDLD ELEVS B3&DETAILS -I A� 0 E D_ ® F-s WINDLOAD DETAILS Down Cape Engineering, Inc. L; DANIEL A.OJALA,P.E.,P.L.S. PROF°. .' J T R � R �- 939 MAIN ST.,YARMOUTHPORT,MA 02675 (508)362-4541 7n DR Electrical: A a� i �.: c sYsi Enn p E_1 FIRST FLOOR ELECTRICAL PLAN a EXISTING GAS— \� (T YP.) \ �,_ ❑ E 2 SECOND FLOOR ELECTRICAL PLAN to L f n ❑ E-2 BASEMENT ELECTRICAL PLAN S_ LEGEND � � • +. ' -ss- EXISTING cOHTouR SYSTEM PROFILE "L M°'001P0M $NA L eE SYSTEM DESIGN: - ' YMkEO VAM MAGNETIC TAPE OR r 11"i W$v+A _ COIIPARABIE uFANs FOR FTTTURE wcAl m. GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE LOGS 1. X 991 EXIST.SPOT ELEV. ACCESS COVERS TO YKIIUN r OF FIN.GRADE CONCRETE COVERS TO Vxt10N Y GRACE I ,I 2'PFASfONE OR GFA1F%RLESH+e OP FOUND. 72.6' - FILTER FA6MC OVm STONE - 30mr, PROPOSED CONTOUR EXISTING 3 BEDROOM DWELLING DANIEL A. OJAL4 PE, PLS, SE 'ENGINEER: I 2a SLOPE REWIRED OVER SYSTEM 66.0 DESIGN FLOW: 3 BEDROOMS 0 110 GPD = 330 GPDTRACTOR:ELLIS BRCS CONST. e Pages *. (56.+) -PROPOSED SPOT El. PRECAST H-20 m�, TH1 aTSEas In.P.) NOTE:MIN.WALL THrcKHEss 2• Rams USE A 330 GPO DESIGN FLOW - - T ' 2'4 - 4Y5CN+o Pvc 70-22-2010 $ 1-/a. TEST HOLE ., :w NPES L S 1ST 2' 4 INVERT IN 62.20• DAB' - o' A' 2 wegYQQ4el 1. OYPJ < 2 MIN'INCH IN C2/C3 3 , 8 22: SLOPE OF GROUND = 85.2_• 10• 63.99'. 14. _ Sm6 63.20' SEPTIC TANK: 330 GPD(2)- 660 PERC. RATE _ - r^b = Lake 64.TT LEE TEE USE A SEPTIC TANK COMP / 00 LASS SOILS 'a, --UTILITY POLE S Du�LTAiiTE �ru 63.92' eerwT,,',.•e ez W..swiP IN. i• A 7500 GAL. DUAL S T(925/5 SPLIT) C I • G , �pgq �y FIRE HYDRANT 4'L10.LLVEL' Sao OAL 6 5' 62.48' DSOX LEACHING: xorD xo1 AM SiRxas wr ArruA N DRAInw y�.,L2•�tEp,1;t,.;°°7° T.;:; roa LEVELNESS - 6 SIDES: 2 25+ 12.83)2 (.74)= 112 GPD p� \ 3 ee e•:1a.°n" .,^:•.•.• _ N-M S00 GL IEACM(2 LUNITS R9 B!ACME PRECAT OR : .L�" �Z• O c" r ° # . ALL AROUNDE��W'��� (2)uwls REQUIRED BOTTOM 25;x 12.83(.74). 237 GPDr CRUSHED A OOMPA4TOTT.(1�5..22 ))EC KAl DIMENSIONS TO OUTSIDE OF STCHE:2500'X 1265' h' TOTAL: .' 4)2 S.F. 349.GPD LS o S' TEST-HOLE LOGS (2_5i 9LOPE) 'DU L , (s.3x moo (1.SLOPE)GAL H-M ' • 10YR 3/2 z H-20 H-.20 H 20 E' USE (2)500 GAL.. LEACHING CHAMBERS(ACME OR EQUAL) g• ENGI NEER: DANIEL E. GONSALVES, SE ij13587. FOUNDATION- 39' -SEPTIC TANK- 24' D'BOX 13. LEACHING WITH 4`STONE ALL AROUND B -THE INSTALLER SHALT-VERIFY THE FACIL ITY WI'MESSc DONNA MIORANDI, IRS � LOCATIONS OF ALL UTILITIES AND ALL � - WATER E<>e= Ls LOCUS MAP ` - 1 10 14 BUILDING SEWER OUTLETS AND 10YR 6 8 SCALE 1"=2000't DATE: / / - ELEVATIONS PRIOR TO INSTALLING ANY 36 / 64' - - PE.RC. RATE _ <.2 MIN/INCH - PORTION OF SEPTIC SYSTEM - - ASSESSORS MAP 193 PARCEL 215&216 " CLASS'' I SOILS P 14239- ! t ,\ 1 ! \ 1 \ 1 ( PERc - I ZONING _ MAP 793 PCL 217 1 \ \I � � � I � I� ,. _ G SUMMARY \ \ I 10YR 7/4 - ELEV. ELEV. BRUCE J MACGREGOR TIR _ \ l \ _ il: <5 MIN/IN. 4 Q DRAWER W ! ZONING DISTRICT: RC DISTRICT 72' �, \ \ Q HYANNIS MA 026 1 \. - C2 1 � A A "1 I 1 ` � � M MIN. LOT SIZE 87,720 S.F. LS LS J rr� i ` ;o .i \� \\i ( \ ENf-7A - ..TRACE SIOYR LT MIN. LOT WI4 MIN. LOT DTH FRONTAGE 100, 90YR 3/2 10YR 3/2 \ �- \ ' I I \> - 96- MIN. SIDE SETBACK K 'ZO' 15" 15 I` M/C S MIN. REAR SETBACK 10,- 1 ( ' 144" 101(R 7/4 MAX.'BUILDING HEIGHT 30 10YR SL SL " tOYR LS/8 ,. OA1 1 I \/ I �!n 1 , I �7 ! "(, 15% GRAVEL, 55. SITE IS LOCATED WITHIN THE RESOURCE 55' 67.4' 55 67.4' , ` ` 1/ l I l }AIEW-4 PROP,WORK UMIT LINE OF PROTECTION OVERLAY DISTRICT -" NO GROUNDWATER'ENCOUNTERED - _", WATTLES KED SILT FENCE BACKED BY _ - \\ - SITE.IS LOCATED NATHIN THE AQUIFER E�I N'�UNWSTL�RB 1 - 1l , \ PROTECTION OVERLAY DISTRICT / �y E BAC ! o- R� �`. 'E1vn r Aq,Tu �u R i COMBI_NE ,� 1 ' 1 I I. I I l >mc C C .. i� I P 6 i X ONCE 1 REN) \� - 1': 3.64 AC t 1 •\ � - /M/CS I N I t 1 UPLAND =WETLAND =103,358 S.F.# > ' \ I I �. L I 1 \ OWNER OF RECORD / o oL \ \4 1 \.' \ '. 1 TOTAL AREA 158,484 S.F.f Q Ew-b3A I I I� I _ C ESTATE OF DAVID GOLDMAN 156 LOCUST STREET IOYR 6/3 IOYR 6/3• .¢ .� O�?'! FALMOUTH. MA 02640 \ \ I i I I 1 r I I I f REFERENCES 120" 4 62' 120" 62' zT ,i ao 1 1'� 1 \ /l�. I - - ) DEED BOOK 2482a PAGE 228�r.. NO GROUNDWATER ENCOUNTERED a• ,.` I + -� ! / - EW-14A I V I .S y \£ ?O o l \ ( 1. .-zLa •( ' 4 J ( d, PLAN BOOK 648 PAGE 8 I-I I-I "/ ` \ 1 ` , 1 \' � IX1571NC AND �tBEp 4 E72' Q. 133 E72 Jiro (GARAG +\l /y\ ,, ,,\\1 \' �. 1 -. E1N-6 - I `R L7uM(ItAI.(BUF/FERI(76 7 t 1 4 NOTE. _ - A - A n TH i. t �! \ \ \ ~ 0 \-,l. 3(C - ! / / / ( I �. I `B2• ,, \ �„ _ LOTS,A-2 AND A-3 ARE TO BE COMBINED INTO ONE LS LSf 10YR 4/2 1OYR 4/2• * 2'�\ D:' - \ �- \ \ \ 1 , `- , F f 49 J / j ( I ' 1 • S I. SINGLE BUILDING LOT. 8,. B. NAIL SET 1H.5.� \ \ l \ \ � � WATER •j I ( - ` EW- SA 3B. / r 1 \ _ Dt 1 J ( (I / B B f �l 1 ` E� D-�\ \1 i` W 7 �_ EDGE wa r'/�.. SL SL - 4 -1'H .'\ 1 \ PRORTS\ 31f i', r o• - IOYR 5/8 1OYR 5/8 _ \� `P s$/Y��\•. 1 Qf^ \ �. .,,_. - 31)'. �, 69.5' 30' 69.5' 'O ..,?JI C}` \ •q\.. ., '':qo\✓.. / �/ i... - �.f l ( o VARIANCES REWESTED: ` / 1 UNDER 310 CMR 15.211(1): k REDUCTION IN SETBACK,RESERVE TO LOT LINE 10 TO 7'. •, .1 O \- ,%`• �-+/� -\ l''�� / UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: (CHAPTER REDUCTION SSETB REDUCTION IN SETBACK,SEPTIC TANK , EIVINEDU(1 N TO \ -� .� °� J ?sl, ( ` \ \ `\ .._ �•.. '� /� .� _ �-./ SETBACK. REDUCTION IS SETBACK SAS TT B') (TW'TO.901,REDUCTION IN M/CS M/CS MAP 193 PCL 226 � � °�, �yy�� 1 \ '� ` _ ^_� J / ,}•� 5 SETBAq(,RESERVE TO LOT LINE(10'TO Y). I THOMAS-&FRANCES "'\\ v ��`FI '•m� \ 1 \ \-\ �. EW/4- J ,� •�. _ J l- / �..% % \ - CASTELLO �tT", +� \- J l. -/E1ftNG UNDISNRB - •••�•/ 10YR 6/3 10YR 6/3 525 OVERLAND DRIVE \ �� •\ \ \ �'p� \ \\2'�F 4Or'0 M X` " NAR�WIL,.BUFFER \�\ '� '���••• f J` .MAP 793 PCL 7 ORANGE,CT 06477 "` \ - 'o r._.•\ '�. 0e• 1 "\ LINFF AT-6'AF',F, ^ "�(tEMAIN) 52 ^ /TOGi+N OF BARNSTABLE SAS 1N AREA 'o, ✓✓ -� �- .i_ -�. / 367 MAIN STREET _ \�, :1i•,/"� ! j \ SHOWN.TOP AT .�.,, „� / / / / HYANNIS, MA 02601 - - _ \ G 0p ( BOTTOM AT EL _ •�••• L. J ^= 132"- 6V 120' 62' - \ J ( DRYW`ELLso - J�E7.EV�3.5;� NO GROUNDWATER ENCOUNTERED'. O q\� �Y(TMP'\' ` - _ .• - (- •y.•�1 $� / / •� TITLE 5 SITE PLAN / NOTES �� '. \ \ �, \ `FD �, % �p 1.-DATUM IS NAVD88 ^ \, ... /la,Oj/. _ 2 MUNICIPAL WATER IS PROPOSED \I I \ �'~ -/ ✓.� f/j. O �, 5 SLNCIE RAIL SPLIT �- -!- ( I / . 3.MINIMUM PIPE PITCH TO BE 1/8'PER FOOT. '" s LOT A-2. Q - \6+ \ ` \ ^RAIL FENS-ALONG _ + _ r� .,•"T"' r• i - #610 HIGH NOON. DRIVE C DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS • t �. a¢ Q - \..,` c; -WORK-UMR LINE F, TO BE AASHO H-2Q y, .' o d r .\ +'-�,` AS INl11CATE�6p.✓ F.K.A. *637/655 SHOOTFLYING .HILL RD g9 1 ro . S.PIPE JOINTS TO BE MADE WATERTIGHT. - . + 1 \\�- •��'S \:. -`�- -' l _ _- :�-i ,,�" •--'.�• t'`� / �!/ ! - CENTERVILLE•.:.MA ' G CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH p-�;t` \ .�.] J ,. -4 •%% ...r \''� \ / J 9 310 CZAR 15.000(TITLE 5.) /. . / f xA o 0' f �� `a\ '\\ (.1 /_/ - / � PRE FOR -�{ ENT. `.. SUNRISE NOMINEE TRUST 7.THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO - A' 19 1� �• DRAINAGE EAS;M , ° ql - BE USED FOR LOT LINE STAKING OR ANY OTHER r 6 "' ITS`. �� v<s 1 \ o U 7 '� ,/ �' -'\ •J PURPOSE. ' - �' AP 19 . �;� /�, ...�...` t ,Y �-� M 3 PCL 224 - Y 8.PIPE FOR SEPTIC SYSTEM TO SCH.40-4•PVC. i J \. ,C`THIA / ?y, / •1 '•��'� / GUY L III&JANICE A-MORSE J l c r ..._..._..._:.' 40 HIGH NOON DRIVE 9.COMPONENTS NOT TO BE BACKFILLEO OR CONCEALED ° / r,• DATE: OCTOBER 30, 2015- \ <' 1 i CENTERVILLE.MA 02632, , WITHOUT IN PECTION BY BOARD OF HEALTH AND e ' r REVISED: 12-9-15 (SAS PER BOH, WLL PER CONSCOM) " PERYISSIDN OBTAINED FROM BOARD OF HEALTH. �.\ �\ +� / ,-_ -_ / ) /J - REVISED: 4-19-2017 (DWELLING FOOTPRINT) 10,CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING - ?5 (� • ---�Y�•Ly / L// / - INGSAFE(1-880-344-7233)AND VERIFYING THE \�, 1V 7�� j LOCATION OF ALL UNDERGROUND&OVERHEAD UTILITIES MAP 193 PCL 227 � / j -- Scale:t'=20' PRIOR To COMMENCEMENT OF WORK. MARK A&LAURA L DELANEY \ l � il.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOT A-$ 53 HIGH NOON DRIVE Ta DF CENTERVILLE, MA 02832 / J \ / ,�4�, ., - 11ccTE, D lD zo 30 w 5o FEET REMOVED 5'BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 0 (`I j l 1 �( J . - �ytWOFyW,c rC OANIELA. I / - 3 fT 508-362-4541 12.GUTTER$AND DOWNSPOUTS TO BE DIRECTED TO PAVED \\ \\ / T ' - I / j DANIEL •a �. OJVILA I'T(A�/fo.508-362-9880 DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. - DRIVE '-T7/ 8 OJALA Na 48502 (. I aowncape.com No 4Osao o,.pPa pR.4:N down cope e.71keerh7g%ace - a?P u, 6S10NAL E,fO ! 13.LOTS A-2&A-3 TO BE COMBINED PRIOR 10 ,� � � \ /G ci-- ' \-'�( � - o t OCCUPANCY.COMBINATION TO 8E INDICATED ON CPT. - BENCHMARK: - 'NDgUgY e civil engineers 14.WEILAN!)FLAGGED BY HAMLYN CONSULTING - f\ G �� HYD TAGBOLT 11 !ai ) (.��- land surveyors -67.4 NAw88 DCE. #15-284 SCALE 1" = 100' i / 1 eae Mai sH ! .s0J DATE DANIEL A. OJALA. P.E.,P.L.S. YARMOUTHR�'ORT M MA A 02675 .. SPA \ w0) • B \ 1 J NOTE' 4' P MIN.COVERAGE s. O Lu, C TO BOTTOM OF ROOTNGS. A \ - D =Z. --- ' Al DwIONDPIERPooTNcs ��-- ---- -�c AT ---�\ Al =v 1 UNDER LOWER DECK TYP. CANTILEVERED DP-f�:ABOVE ♦. •\ W4 PT POST TO - / ON DIAMOND PIER FOR UPPER POOrDPCX �..`.:o ARPA\OP LOWER DECK i ty CpNC �— ___ _-_._, �TQ - 7X STUD _ \ \ _ — — — — 1 i I 7K/WNNGg 70 BET RED O° rQ '-O• K b� I QQ. `o°. QQ WINDOWS WALL WRH , PER 2X S2C R90.4.6: VERIFY CONNG. A 1 0 \ \ B'CONC. yr — — — \ FIRM WALL94 4 _ ___ _ __ ------------------- BATH I \ \ 2. [ ; ; G 7 �- --�- _- -_-- - --- - - - - - - - - - - - - - - -11 I Q_ \ D I K i 1. - � \ 1 \ \ UNEXCAYATED \ •TUB � ---- - - - --:- - � I L p \ \ I 4AW BR u3.. Irr .. \• \ \:\ L� N,p BASEMENT I .0 \\ \ CLOSET �� I BR 42 p C� b BAT 3 3, S � 1 I I W \\ \\ \ I uNeN ���-) r - - - - - - � I ZW . \ I SHALL VERRY No I pLu CLOSET.DOD S CO 3�L _ N L o-W-3r I W pC \ " - - - - -.— � I OL- - T T— w w o REF F-3. mr-ax, NAM i LL,UMG AREA L000 GIP s. . LOWER LEVEL FLOOR PLAN uNfSW3HED.BABEMENT.AREA••45 GBP SCALE 3/31'-r-O' NOTE: ARFAS NCWDE INSULATED,PER IETER WALLS. - r SMOKE DETECTORREP. \n . CO CARBON MONO�E DET. 4o H NEAT DETECTORto m cl ''-------- -I-i' p cQ VAI . ., s .' \ ,:,: .. \,`\\ , ii , III _ _r =__._ =. _r _=-"_____.. _. _ •dio-_ ,..Twtfr._"= {a° �__._] a - - co _ RIDGE CAP T1T) I S 11 ; PAIDC CHRI Y I I V RIDGE CAP ITYPI ` n \ x I` I ; i I I I I I I IIIII I I I U ' -"'•'' I I (( I I I I I I I I ; IIIII I I I II '." ;I - , ROOF PLANSCAL ROOF yr-L --- -►� Q . TO ?GUTTER WITH DOWPOUTS Z 0. [A-] C B \ �� A Al zw arch { \ D - U e .k ®ABOVE GARAGE _ .1 / Al A� DECK DECK J018T8 . t' -u. O 11 Icr-WB-�k - - - N --' Bi BELOW - -- - LOW R SASH T BE TE?PORED CORNER PER RC 45 _3 BKFT � \ Pa�TI DM r BTH Ltj ACCESS42 x a 7 F � A F F P � "AN GAR GE Oe IQi PW i ----a17', F, I ( I I n Z O 1 G 1 WRNtTL�E I Il JI Q AREA � n I I - LINE.OP I �' W D_ O PANTRY �eEA°neED U o I (. I ;I I LIVING ABOVE BR E Z QL ILu ITC 1 k�L'L p HEN' I � A el '- --=-- ------ to—1 © s L t I W --- - -* I co BD I— • �� \ } � I I �ININ 1n ON � - � T 6 C r r to ', .. ®ABOVE GARAGE �-- -- LLJ ' -- ---- II"� I114' 111111 �111 - >_ )17 FIRST FLOOR PLAN 0 SCALE Star-r-0' PP LIVING AREA- EI GSF - LL LIVING AREA .3 TOTAL LIVING AREA• 24 48F. m Q fop WHUNPM EDBASEMENT AREA- g GSA \' >•y ELL . NOTE LOWER LEVEL AND BASEMER ARBAB RWIDE � INSULATED PERIMETER WALLS FOR GOES AREAS. w .R -- _ - SMOKE DETECTOR _ - _ v \-" /I .. C4VCY CO CARBON MONOXIDE DET. f -. m CC-4 . _ H HEAT DETECTOR - 'f WINDOW SCHEDULE .. DOOR SCHEDULE .. -' FSSBi SCI®IEB cm 01HARKS AVAILABLE WINDOWS FROM PREVIOUS PROJECT NO. LOCATION - ,} FWAMi' BCI Lft REMASSLS TTIU ~ EASE SAue �� MY CoI 868 T.a T. FSL F FOYER WARDMOD WOOD PTO CAB PTO CAB rya' N ANDERSEN ICO�R� , • I ENTRY a'-V x nr W-0 V2"3 , ] Pam CLORIT 4'-0'X Yd y L PANPl 1 Lim ROOM HAMOIBOD - WOOD PTO CAE PTO G® ' cc AYA& HM UNIT *SA,sims R DWNG ROOM HARDWOOD WOOD PTO Gab PTO CAS. e MANTIR BEDROOM 2'i' .. O a e DH 24 6/r X 91 T/r nV2462) 7i Vr x s-4 T/r 4 MEN CLOSET 2'-V S KTTGRN/BKPT HARDROOD . WOOD PTO COB PTO CAB NARDIOM WOOD PTO CAD PTO G® _ 6 !I BATH el rit' PANTRY HARDUOOD WOOD 'PTO Go PTO GTm - { W-0' '-v ED PWG OOY RO GRStaeT BATH 24 CERAMC TOE MOD PTO.GAB Pm CAS W ©'a a OH 2T 6/r x 62 Vr RB240 '7i Vr X f-4 VS' - T OSBIG ROOM s-O'X v-r R.O. � a e W/D CIDSET s O.P r FOG SOY NO GRDLeaf BACK HALL HARDLOOO WOOD PTD GAB PTO C NI � . 4 BATH L Y-4• SHOW LOUVERED FOR 11/DI WOOD � m i PANTRY 2'i• M.BATH el CERAMIC TWE MOD PTD.GOB PTD am ©6 a ON 26 6/r X N Vr MCIM r-0Vr X 6'-4 Vr' {q d M�MTHL RW1 � a STAR 0 OPEN rto w HAROMOD MOD PTO w PTO Cm O - STAR a UP BORB RM WOOD PTO cm PTO CAB ^,u B OD M B AWUNG V-W X 20 Vr(AWED r-0V7 X 2-4 Vr �� VERIFY am No - - - - NBI®I 0 2 AMMIG A= W-4r X 2e V7 W-0 V7 X 7-4 Vr - L BEDROOM p CARPET M0D Pro!AD e 7pPp SAeanelrt STORAGE ]'i'OR r-rT TNSIe 0 BATH ea CERAMC TOE CT PTO G® PID Gm SEDROOM O 7i' a HALL - CARPET MOD PTD GSB PTO GSB O 2 O PN:TORE 7-W X f-W a N BR Is CLOSET 7i• E BEDMOM ea CARPET MOD FTD CAB PTO GWD G> BR ea W-P x Pt RO. wyI aNa Ro GRe1EBM NIB FO 0 4 1SWI067 85 6/r X H T/r 7-0 I/B'X 6'-4'VB' B R BATH to CERAMC THE WOOD FTD GRI PID GSB D fa 2 MASTER BOWL I-BREAKFAST/ M BATH ea Lem OR R/D 'r-v.P-v y�O S,—P-M 1•pl R01 20 HALL LDIlII r-0'.Pd _ BABEMENT/STORAGE- CONCRETE G®/LONG W. a PELLA \ 2 FINISH"TO as vmam _. ©1 I CASEMENT 4r X 4r a'i a/4'X W-6 3/4'm - / fON DW B10 GRILLER ' - U COI. yEEPY ` 2-C tAMA PER 20B�RC�R608�.4b.N BATH ®R - - I. W IF IMPACT RESISTANT GLASS MOM ARE NOT PROVIDED,PLYWOOD SHUTTERS SHALL Be PROVIDED FOR ALL UIKDOWS SUCH THAT THEY MAY BE INSTALLED BY HOMEOWNER WITHOUT TOOLS.IN THE EVENT OF A STORM. LU A-1 DOME PLATE✓4a LAP• .- -. - _ ' B•RUCE LOrATIDNB TERMINATE BPLNp PANEL_ NOT OTT P STOD-SECIs PLATE✓O ROBE D�pRA TIVE 71BiRKS - - N . NAUNG OP Y d NABS•S.O.C. ILU CM 4 GOING BLAB ReJIP. I•Q AIL _ FBLAB ?_ _ OI)61tB ON ON COMPANULARCTED Or ILL f.0 PLYWOOD• HANG - .. . 2-J PANEL - - > PLYWOOD iDfl. • t7 W MEG-A8 - TNYOUB - BPEL'9R0 - PANEL�IOBIf V o° m ' 4 r PLYWOOD I/BTALL b STORE r PANEL O BIOCImIG•PANEL :VENEER .. 71B PANl3 W MOT JOINT AS RR4IBUMD Ep EpO�GgygC •6•D' MID 18 IOIBBN AB'M9� _ � - - O.C.8A m o U7NYMp�OF OT�J2 FLOOR JOISTS ON PLTIM70D EDGE - MA ROOF RAFTERS -A6 BPEOBD - _ • • ? - °a KAI NG IN THET NMYNG.•ORlWIEdATl _ 9FBLD•OF TIE) SUPPORTS Or"a M yom RTBOOD IOd•S TM6 P1;m— SCALE, ENT.GRADE ° "Alm 2 ROOF t FLOOR DIAPHRAGM (UNBLOCKED) T wwt ° eDmE Or-r-O• STUDS AB I)TO - .. •l7 0A. - ur ANCDR BOLTS h . a COAL ESL caNT.aA . L,:rur BTEF FIG. P PLATE 110711116 As GRAD!RL866 NOLnoLIL - - 1pVLSAYT EANCOR BOLTS O)N YI Ar KwwAw ,EARTIAL WALL FRAMING (BLOCKED) lPON E . T�O��°"T" s 3/B RAFTER ro 7 SCALE Vr-ra r PeR T Z RAT A�BOLT IN o CO m DOT..- `. EP TO MAX C FROM END - CONIRCTON 1•TOP PLATE rOP GI PER NGIWB - TO CALL STUD CONNECTOR _ _ - .. TYPICAL SIMPSON STRONG-TIE HOLDOWN-.. cJ') TYPICAL RETAINING WALL SECTION SCALE: 3'-r-O PLYWOOD FLOOR SHEATHING Q . cam TFD - .arm Tm?wAu TOP MTbB _. 1 MA�BRK.PATT[MR TIBpDR66 - ..SCAM VT-ra "` r ` - "I REPORT STRAP ME r FLOOR ro - FLOM 81W LOCATMRl6 - MOROSIATE.O/ ian am mm FIREPLACE O Q vAauHPPlco°RD AN vAH�.RT"+ L rHEnoeR>m ve Fi cohrlNLwuG I::..... N Q a BLOCKING 16 w PLANFLOM �roR SI IVALL b BIOCIIK' - PASM SWATHING TO HEADER .BIB/BPACNG •I'O.C.AS REO•D/ `. 9JITH Ed INTERIOR . - BIERK7R SHEAR BALL✓rD 7N RALS�R �PE�@ _ROUND M�SL 4MMG LSTLDS AND"• a BOTTOM H DERui . FOR 8lRRT ASS CONT.b BLOCOIIG \ RAM�T b'&E6PF3t6 ON a a Z ENT.BT✓0 .1 NASSLG PATTERN SI@AR Mll PLTEDDD PROVIDE - 1000®HEADER-TO-JACK-STIm a Ia STRAP To•STUD To JOISTS CONG SLAB L INSTALL PLTBOOD REQIBteD ADDITIONAL KAMG ONLY - 881PEON TOMB MBTt WIi PANEL EOGFD NTYP) 81A'A7/81G 1 FLOOR COy�p FOR IRIm Y STRAP ON BOTH SIDES OF - - FLOOR LOCATIONS ITYP)ro MATCH FLOOR AREA oN BCi71NG BED OPENINGS(DISTALL ON a a - , / REQUIRED IN SHADED CONY,b ENO@ PLATE AREAS-REP.LEFT 00 BLO K FLOOR JOISTS a (EAST)ELEVATION . \_ OR BIOCIIG•U•OG. - FOR LOCATIONS. - - ✓m OOd MALE a . . PL AU* R ELHm1 p . COAT.P.T.86L PLATE - B@ FOR TNTTG IE86 -etc=TO PMCI 1 MARINE PATTERN s)Na BRACP.D ALL SEGIffNT PPP���tNNS��NGGG WALL IV t ANCHOR - FRAMING-8EB PLAN N.Om.B° I IIIAMON6-BID PLAN ( ` W.BOLTS(SPACING PUN VARIES) - q g.�•�•GFEW REV.✓a�� UNE OP CORNER STUD CJroUT HaLEDINCFILB •CALL- )r BW6E RYP7 HO)AOEN AS REQUIRED ' as 1220 cm cm 6 TO su PLARWINecTroN �� - _ SECTION a14 WIFE"TYPE FIREPLACE. _ TOP aP tNuF'iATE a a - ) SCALE,yr-ra - ------ --- - IL rim"MOM 0 INTERIOR SHEAR WALL DETAIL TOP OP FOUNDATION BALL WALL FRAMING DETAILS C4 n SCALE,r-r a 'BRACED WALL SEGMENT NAILING EGAI -ra PATTERN AT GARAGE DOOR OPENING `�m`r V, Or ay. .. - H SCALE, yr•r-0' a . TO Vr BENT PLATE AS REOT d S/r NNA BOLTS INTO EACH INN m O�• ROOF CONNECTION SCHEDULE SIR roR MNMBRR OP BOLTS EA P ib�TEEL LVL BEM-�e8 AANDEA/MOR 7 �r EreTeEI RIN JOIST AT ... - N yy��••SENT PLAT SECOND FLOOR `'....... ��'� o B/3/rr DITA.BBOLTS 0170 - CONNECTION B CONNECTION TYPE B OP BOLTS/EACH FASTEN SHEATHING TO HEADER.••• • - _-- SOTTOM�OP WINDOE HEADER v yr BeNipPLL�ATE - OP���. H E". - UTH Ed COMMON NMLB IN 3'GR® -eESTSSC�1To LW. eE8 PLAIT - PATTERM AS SHOW AND 3'OA. m LVL SEAM-SEE PLAN FOR NIR®ER OP BOLTD MAY 08 ELOPED L-M MA - ) WING(STUDS AND I a. -� RL TRAM MAY 3a BLOIMLo AND/oR E10:�D) a\ a _ •0 ,pP AND/OR GKEBED) LVL BEAM�-BSm PLAN - - I A 3 - ADMIONAL NAWNG ONLY m AND/OR 89 S - I000 4 HEADER-T0•JACK-STUD• a a STRAP ON BOTH!)FOES OP REQUIRED IN'X'ED OUT -1••F CONNECTION TYPE A CONNECTION TYPE 8 °�"" INSTALL°N B'`o' a Q/ ARPAB-REF,REAR CONNECTION TYPE C ELEVATION AND PLANS PLAN VIEW PLAN VIEW Z 9 G : a 17 WINDOW FOR LocATIONB. V PLAN VIEW �L . ppp���NINp SAME NAILING PATTERN SCAI&S/r-F-p 3,"3/r-ra . a �N_ / \ ON INTERIOR. . SCALPS e/r-ra �'a / \ i y • 3 C BRACED WALL SEGMENT a /. \ / __ ��• N P ni S LVL BeM-r PLAIN LINE OF CORNER STUD ,OR IN=ED NOTE: - NUMBER OF BOLTS AND CONFIGURATION. -0-0- - - c TO CLARIFY SPACING ONLY. a p' '- REFER TO ROOF CONNECTION SCHEDULE Be,VH L� �' I FOR NUMBER OF BOLTS(B EACH ——————— a r, LRIPn.M�MT B i�)ELOPeO I LVL BEM-BEe PWI HSEM�IIAT-SS BLOP@u-'. I , I I- CONNECTION. - RIn JOIST AT ---\ - A1�/ OI�D MAYy BB ELOPED AMD/OR BKEi®D) LVL BEAM-BPJL PLAN AND/OR UK7JlED7 pLp7B AND/OR SKEI�LL'DS)O� I RAI1 FIRST FLOOR �-____ _ r•1 V�T�TBp1�--DD 11/ VVyr�ppQAq{SOLTB AB REOT B/ '`L�VBIAS L41r'Be�ELOF¢D - ____--.__-_ BOTTOM FLR JOIST F�1 FOR NNml:R TOPESBOLTS - 14 --BRR B Va 'RT�� , D/ AND%OR BKeBED7 - .n B / PDR wnmeR a DOLTs I OFORRIBEIER OF BOLTS �,ij ��p( oP G\ i-I _ _-H .•..:. �J�-_ i TOP 0P SILL PLATE ~CONNECTION TYPE A CONNECTION TYPE B' CONNECTION TYPE.C ELEVATION VIEW ELEVATION VIEW' BRACED WALL SE KENT NAILINGPATTERN TOP OP FROM MAU ❑ ELEVATION VIEW . SCALE' yr,r-o• eN;u1N:E/r-ea eeALN3 B/r-ra I �—rJ ecALB,E/r-ra N wN RT. GAR. 5F WALL BLDG 3 1.25 ASPECT RATIO z w LINE OF TOTAL SHEAR WALL AREA =82 SQ.FT — RicKET 93 W TOTAL WALL.AREA= 99 SQ.FT. ` 82.8% =U 82.8%SHEAR WALL AREA PROVIDED . 34%MINIMUM REQUIRED - MAILING i'O.C.EDGE - AREA NOT USED AREA NOT USED 12' O.C.FIELD ;',• IN CALC IN CALC 41 SP ---------------- A FT. GAR. FF WALL BLDG 3 1.25 ASPECT RATIO RT. GAR. FF WALL BLDG '3 1.25 ASPECT RATIO _ -- _ _—-�—------------ ----'� TOTAL SHEAR WALL AREA=0 SQ.FT =O% - (� - r -- i , " TOTAL';SHEAR WALL AREA =155 rSQ.FT - r TOTAL WALL AREA 234 SQ.FT. 'o — L ��L—_- A 'TOTAL WALL AREA - 201 SQ.FT. 0%SHEAR WALL AREA PROVIDED �� i i C]� 11.1%SHEAR WALL AREA PROVIDED - 11%MIN.REQ'D+5% FOR DOOR OPENING HT-22%. I 1 - 13%MINIMUM.REQUIRED I a �], 51 SF 58 SF 4i SF NAILING 3'O.C.EDGE - NAILING q'O.C.EDGE ` ' 12'O.C.FIELD 12'O.C.FIELD - SUPPLEMENTAL NAILING REQUIRED - -_ __ _-- — tic cA PER WFCM TABLE 10 FULL HEIGHT SHEATHING REQUIRED. NAIL SPACING REQUIRED: _ .L - -- -- - -- - - --- ----� L---- ------- ----- --- 8d COMMON 3'O.C.B PANEL EDGE' - -- - ---' --------- __. ----- - ------ --------- Bd COMMON B @'O.C.�PANEL FIELD .�: �-- - --.-------- ------- - ----- Q I/ BLDG u3 ASPECT RATIO 1.25 J RIGHT SOUTH GARAGE ELEY. BLDG 3 < 1/I4'MIN.WOOD STRUCTURAL PANELS REQUIRED SCALE or-r-v > Lu =ADDITIONAL NAILING REQUIRED FRONT WEST GARAGE ELEV. B3 LILI SCALE Vr.-r-O' & BOLT (l _ fj NOTE: REFERENCE DETAIL I ON F-i FOR BRACED Q NAILING AROUND GARAGE DOORS. 4 o 0xi M 9BORN TO C) 0 OF RATTra - U_1 Lu T/C Trsul — yj kj A/ ya Win. BOTH ow In mim, :•S2: BtK4 SPACK0 •Z - .. OI BIN)MMIT OR IN BAT! ' t 05 10W ROOM - TOPIBOTTOM ImOon"• y qI�LL ppyy�� awn OPTION ~ �ANCNOR BOIL _ CHIT.bI+ i V O.TT ra CO'C NOp•Cp.M AS NOTED .y\ N6TBAT �l m pIO OSOLTS TO r PPLLAT�lB - \R. \\ a ATTACH m ADUMMIKAL RATES — RT. GAR. 5F WALL BLDG 3 115 ASPECT RATIO TOTAL SHEAR WALL AREA=82 SQ.FT PIlOVmB § - ww -. '� N41@ aaoe en - =82.8% . A7MTB• -a'nAx. TOP I Barron I - TOTAL WALL AREA= 49 SQ.FT. rABIS sate I ro .� CQ IBLIP am d b m \ -- _ —__-- _ ----_ ri,m�a um OPTION r --- 82.8% SHEAR WALL AREA PROVIDED Au ire . /. 39% MINIMUM REQUIRED. \ �1FOUNDATION WALL DETAIL B TM aoo i s NAILING C O.C.EDGE 0 xA1B V7-f•O' ANr ""N ,� 12'O.C.FIELDOR +a 10 rS�e TAM tsoiu 4 OC 41 SF CONT.TAN . Q y _ RT. GAR. FF WALL.BLDG 3 1.25 ASPECT RATIO GABLE END PARTIAL SECTION - TOTAL SHEAR WALL AREA=18i SQ.FT _��% . �y SCAM 'r a � - TOTAL WALL AREA= 210 SQ.FT. QI RR. GAR. FF`WALL BLDG 3 l25 ASPECT RATIO 13%MINIMUM REQUIRED m 88.4%SHEAR WALL AREA PROVIDED V1 TOTAL SHEAR WALL AREA =209 SQ.FT- - 93 SF 93,S - M 1 . =893% __ NAILING i'O.C.EDGE 1 .TOTAL WALL AREA = 234 SQ.FT. ` �t • 12' O.C.FIELD - 89.3% SHEAR WALL AREA PROVIDED 11% MINIMUM REQUIRED V 54 SF 155 SF NAILING i'O.C.EDGE - — - - 12"O.C.FIELD --- -- -- --.-- -------------- Do--- ----j w — ' — -- -- 1 -- — -- — ; Q 1 11 Ul J T 1 REAR EAST GARAGE ELEV. BLDG 3 "- -- SCALE Vr-r-w LEFT NORTH GARAGE ELEV. B3 -"� SCALE: Vr•r-0' N d uj REAR WALL BLDG I FF 2.00 ASPECT RATIC REAR WALL BLDG 2 FF 1.15 ASPECT RATIC >Ge £ • TOTAL SHEAR WALL AREA=121 SQ.FT TOTAL SHEAR WALL AREA-142 SQ.FT ul ' TOTAL WALL AREA_ 391 SQ.FT. _�' TOTAL WALL AREA = 345 SQ.FT.=41.0% O 30.9% SHEAR ALL AREA PROVIDED F3 41.0%SHEAR WALL AREA.PROVIDED B2 z 18%MINIMUM R 20% MINIMUM REQUIRED q W NAILING L'0 EDGE B2 NAILING L'O.C.EDGE BI 12-d . FIELD F 12'O.C.FIELD — . P3 AREA NOT IN CALC / \ tV m AREA NOT IN CALC m = - _ - - -_ - - - 5 114 SF 3 ? 10 -- -- -- -- -- -- - - - - -- --- �_ l IV uj Lu LLI 0 28 8 40 5� 31 SF 0.5E / - 25 11 5� / - G9 SF i U _ 'Q — — . 2- AREA HOT IN CALC O Q LLI AREA NOT IN CALC AREA NOT IN CALC AREA NOT IN CALC W� — pC� 1— BLDG #I ASPECT RATIO 2.00 BLDG u2 ASPECT RATIO-1.15 BLDG 93. REF F4 w Laic Z IlC OL REAR EAST ELEVATION REAR WALL BLDG I LL 2.06 ASPECT RATIO REAR WALL BLDG 2 LL 1.15 ASPECT RATIO ec" v4•-r-a ' TOTAL SHEAR WALL AREA =210 SQ.FT_ TOTAL SHEAR WALL AREA=140 SQ.FT_ r TOTAL WALL'AREA_ • 341 SQ.FT. 52.9% _ TOTAL.WALL AREA= 314 SQ.FT. 52.1% SHEAR WALL AREA PROVIDED 43:9%SHEAR WALL AREA PROVIDED y+ 38%MINIMUM REQUIRED 42% MINIMUM REQUIRED m r NAILING L'O.C.EDGE NAILING L'O.C.EDGE _ '. AREA NOT USED . 12'O.C.FIELD 12'O.C.FIELD d IN CALC12 y n n n AREA NOT USED - 6 1/2+/- RIGHT WALL BLDG 2 FF 1.15 ASPECT RATIO IN CALL OPEN r DR TOTAL SHEAR WALL AREA=J34 SQ.FT • ' •yam✓/ '• '' / TOTAL WALL AREA a 291 SQ.FT.=45.1% LEFT WALL BLDG 2 FF 1.15 ASPECT RATIOco �•y� \�'� ='�, �, 45.1%S EAR WALL AREA PROVIDED TOTAL SHEAR WALL AREA=242 SQ.FT \ 41%MI MUM REQUIRED =81.1% — TOTAL WALL AREA = 29L SQ.FT. 5 _ NAILIN .4-O.C.EDGE O�K 0 EY JQD; a 81.1%SHEAR WALL AREA PROVIDED 40 SF LL g 3 SF / SF 12' O.C.FIELD. 51%MINIMUM REQUIRED SKEWED \t U a NAILING P O.C.EDGE / m _ ---- 12'O.C.FIELD 44 SF 58 / RICH 1 WALL BLDG 2 LL 1.15 ASPECT RATIO SKEWED Ed TOTAL SHEAR.WALL AREA=144 SQ.FT =Let% • `4 TOTAL WALL AREA= 210 5Q FT. OPEN a 2. HALL .. - 40A%SHEAR WALL AREA PROVIDED d i ryj 65%MINIMUM.REQUIRED I T m 21 5 51 SF LO SP, NAILING '3'O.C.EDGE I a b K LL+c3.43 12'O.C.FIELD FULL HEIGHT a CONC.FNON WALL I 1 I' o AT LOWER LEVEL x n AREA NOT USED IN CALC — -- -- -- -- —. L! V PER WFCM TABLE 10 PULL HEIGHT SHEATHING REQUIRED. - - _ T �' �__ p NAIL SPACING REQUIRED: AREA NOT USED r Q INTERIOR EXTE OR Sd COMMON O 3' O.C.a PANEL EDGE IN CALC I EXTERIOR ui 8d COMMON S 12'O.C.°PANEL FIELD' f y A Lu RIGHT INTERIOR/EXTERIOR ELEVATION BLDG 2 1/16' MIN.WOOD STRUCTURAL.PANELS REQUIRED o SCALE V4'-r-0• - - - }- 1 INTERIOR F/77AD'DITIONAL NAILING REQUIRED LEFT INTERIOR/EXTERIOR ELEVATION BLDG 2 Ff= 3 scnLE w••r-a `^ N BZ 3 ----- j£ B2' O S 4 . BI O Oc zw \ AREA NOT USED IN CALC —_ - - (OLD 110 46 52'SF 44 SIP 49#SF, 4L SP 3 SF 31 S 35 �� 58 SF AL SF �H SKEWED WALL. AREA i I ------- ` iJ. uj BLDG.#3 REF F-4 i BLDG #2 ASPECT I RATIO I.'15 BLDG'#I ASPECT RATIO 2.00Lu Q O FRONT WEST ELEVATION r'- - - - - - - .- -T'- - - - - - - �p , KCAL& V4-P-0' - — — _ — — — -- — — ._- _- - - - - - - -.. - - -- - - ___ — _._ - - _ —. _ - - --- - - - -_ - -.- - - - - - -_ - pZ ` UJ Q FRONT WALL BLDG 2 1.15 ASPECT RATIO FRONT WALL BLDG 1 2.00 ASPECT RATIO Z O H U-. TOTAL SHEAR WALL.AREA =220 SQ.FT TOTAL•SHEAR WALL AREA =288 SQ.FT w p uj TOTAL WALL AREA- 31L SQ.FT: L9.L% TOTAL WALL AREA- .- 414 SQ,FT. O Z� 0A% SHEAR WALL AREA PROVIDED L9.L%SHEAR WALL AREA PROVIDED 1- 20% MINIMUM REQUIRED IB%MINIMUM REQUIRED Z NAILING P O.C.EDGE NAILING V O.C.EDGE E3 43_ 12'O.C.FIELD 12'O.C.FIELD LU OL Z U_QC AREA NOT USED �rcrn e /L 1/2 ' IN CALC - 'oo o�, ;• ' fO6 SIP AREA NOT USED _ �_- \ IN CALC ` _ LEFT WALL BLDG I FF 2.00 ASPECT RATIO v \ x OPEN TO La TOTAL SHEAR WALL AREA u 18B SQ.FT = 41.2%. RI HT WALL BLDG I.FF. TOTAL WALL AREA- 39B SQ.FT. cue G 2.00 ASPECT RATIO 0 o TOTAL SHEAR WALL AREA=112 SQ.FT w s 2- 412% SHEAR WALL AREA PROVIDED -81.9% _ 45% MINIMUM REQUIRED 9 TOTAL WALL AREA —I F .20 SQ. T. • - NAILINGO.C. d .4' C EDGE 12'O.C. _. FIELD � 81.9%SHEAR WALL AREA PROVIDED 'r FF,13 ie 4 29 29 C) a 51%MINIMUM REQUIRED — -- — -- - --i =- - --- NAILING V O.C.EDGE b. 51 SF A5 SF - - - — -- ~ 12'O.C.HELD - -- LEFT WALL BLDG I LL 2.00 ASPECT RATIO --- { O. I TOTAL SHEAR WALL AREA=131 SQ.FT. RIGHT WALL BLDG I LL 2.00 ASP - -- -- — 3 u o I T TOTAL WALL AREA= 113 SQ.FT. L° TOTAL SHEAR WALL AREA-.31 SQ.FT 22-& OPEN I = 100% T 15.1% SHEAR WALL AREA PROVIDED. TOTAL WALL AREA 31 SQ.FT. I ao � � JJ 11%MINIMUM REQUIRED � k n 23 S 81 SF 21 S 1 NAILING 3'O.C.EDGE' 114% SHEAR WALL AREA PROVIDED i. i -_ — LL.:3.43 12'O.C.FIELD c • 9L%MINIMUM REQUIRED. _'T_ 0. NAILING L'O.C.EDGE 31 SF, / I I IN CALC T USED r 12'O.C.FIELD -- —- - -- PER WFCM TABLE 10 FULL HEIGHT SHEATHING REQUIRED. NAIL SPACING REQUIRED: Lu m 1. \ Bd COMMON s 3' O.C.a PANEL EDGE N Cs a Bd COMMON a 12.O.C.0 PANEL FIELD W ----------J LEFT INTERIOR ELEVATION BLDG 1 L——— ecALe: v4'-r-o' 1/I6'MIN.WOOD STRUCTURAL PANELS REQUIRED'* w V2 t RIGHT SOUTH EXTERIOR ELEVATION BLDG I o ecALE vs -r o• ®ADDITIONAL NAILING REQUIRED F_2 u, BLDG #2 ASPECT RATIO .1.15 LINE OP SHEAR BALL ABOVE TOW 12.0 OR ENGIiIEERINGt _ W Q BOTTOM OF DROPPED FOOTING +SO.['+/- Of E C A p zW WALL AF34 DROP -4D-0 --- ------------- �{7 ,. �r� Al oo5t i as G WNOTE: 4-O'MIN.COVERAGE - =2TO BOTTOOP FOOTINGS. illTOW=12.L �y TO \` Lnle OP Deck ABOVE I - i / \ — — — '— — — — — — — — —•—. — — I bb waa BILE TO BE DETERMINED //o...�a b°'���a O°L DDECK P LOWER TOW -L3.43' i ceStTeR TOW=43.43' BCI 100 JOISTS�N•O.C:, — — I 'Q \ UNEXCAYATED \ \ I — - - - —'' r — - - - — - - - - - - - - - - - - - - WALL , i —1 AS E T B EM N DRO L \ \ r SUB neovE \ \ L — - — — — —,— — J SLAB ELEV.«S.x3• I � • \ PTO W \ \\ \ LIVING ARE 1 < \ \ SLAB ELEV.RSd3' 2 SUB aTO I I Q r RIIGIO TION UNDER ENTIRE SUB I. u- Lu WO JOISTS• O.C. BCI WO J018T8 6' JOUSTS N'O - I TOW WIND W BRACED DRo I I O i , HEADER FOR r - VERIFY mum z \ \\ n o I VERI Y 9.9' L — — — — — LAN n>13/4'X I I 6 LVL ? LOGATMS IN BASEMENT AREA ul O 11 —IF i i ' DROP K9.�W .. �� \ ✓' ¢P G I TOW 12.L Q TT-40''3 — — — — , —I '- -- - -LJ-1_LJ_ _� j VERIFY I oz TOW=12.L' m TOW= 12.L' — - - - — - - - - - - — — �= IN PARTITION TOW 12.L' 14J O AM BLDG 3 NOTES: u-If' - Z'u- 5/B'0 ANCHOR BOLTS WITH 3'X3'XI/4' _ PLATE WASHERS,1'EMBEDDED WITH EPDXY. PER TABLE 4 OF WFCM CONSTRUCTION GUIDE.1.25 ASPECT RATIO,ANCHOR BOLT BLDG 82 ASPECT RATIO 1.15 BLDG #1 ASPECT RATIO 2.00 I SPACING TO BE 45'MAX. 8'FROM END OF PLATES AND CORNERS PER FIGURE 5 OF WFCM GUIDE. BLDG 2 NOTES: BLDG I NOTES: " FOUNDATION PLAN t FIRST FLOOR FRAMING PLAN 5/0'4 ANCHOR BOLTS WITH 3'X3'XI/4' SCALL V4'-r-O' 5/8'0 ANCHOR BOLTS WITH 3'X3'XI/4' PLATE WASHERS,1'EMBEDDED WITH PLATE WASHERS.T EMBEDDED WITH EPDXY: EPDXY:. PER TABLE 4 OF WFCM CONSTRUCTION NOTE: TOWS COORDINATED WITH DOWN CAPE ENGINEERING PER TABLE 4 OF WFCM CONSTRUCTION GUIDE.IAA ASPECT RATIO:ANCHOR BOLT PLAN OCTOBER 30,2015. ... GUIDE,2.00 ASPECT RATIO,ANCHOR BOLT 4 SPACING TO BE 32'MAX. 8' FROM END SPACING TO BE 28' MAX. •8'FROM END z °4T , 'OF PLATES AND CORNERS PER FIGURE NOTE: FRAMING FINAL DESIGN PLAN TO BE PROVIDED BYOF PLATES AND CORNERS PER FIGURE 4 5 OF WFCM GUIDE: FRAMING MATERIAL SUPPLIER. 5 OF WFCM GUIDE. . \ PART. I. I PART. \ tlor r•y-' Y \ - __ -- -- - - -- - - - -- - 4XI0 BWITHEAMS AT PLA1E . ON EITHER HER A TRU88 `k �' _ ON EITHER SIDE OP f _ _ _ 1 f _ _ __.a PART. PART. - PART. T -..I 1 2-13/4-II n /i LVC HEADER' CQ E e I R 0 F RU AIL' a -- - - - - -- - - - -- - - - -- - - - - a U CI 0 T S I CI 0 O S IL' .0 -- -- - - M G _ . 1• _ r p � � ' \\\, - _� 1--- 1 _ _it II '� � To . 2 ref -' 1 nI Y I i L I D L_ /f`••\F�1 r, Ili L,•V � • sue.'-'` 1 1P� •�. ` ; i 'I �'' III °\ S R F U n 6• IS R R 5S IL' .C. IS R R F S I' C. S I I R 0 I. III11 1 1 1 I I Irk I. L _t 1 U I I i - _ ter, i �pl (D LQ ROOF FRAMING PLAN u 41 BEAM IACATION PACE Lu LO SCADS Or-r-0' � DIMENSION BTRMG r,. RT. - END Q Z • • _ - • • r • J ��I . _ - .. • NOTE: RIDGE STRAPS REQUIRED AT EVERY RAFTER 'OUTSmE PACE OP - END���� • -� END RAFTER CONTIN.ALUM.GUTTER NOTE-' FRAMING FINAL DESIGN PLAN TO BE PROVmED BY AND DOWNSPOUTS fTYPI' ,. FRAMING MATERIAL SUPPLIER. - — _ U) - RIDGE CAP 0 o ui PARTMON WSSOR.TRUSSES O? OVER BEAN AT O DL ALL CLOSED CELL HD URETHANE PULL + i - W BETWEEN LR AND DR RAFTER BAY - . . �� CLOSED CELL HD URETHANE PULL ��- C - i RAPIER BAY(TTP) _ Y Z . _ SGSBOR TRUSS ffm VALUE TO BE DETERMINED 0 W p D i S U i i LNNG ROOM TO � - _ � p CESLM CATHEDRAL - 4\ 4 DIO�)ASpA/ T. 12. D . r OPEN TO ALUM.GUTTER( ) OPEN TO DRY ALUM. fTYPI _ _ I KITCHEN .CONTSL SOFWT TS •°7 D STUD BALL _ j 1 DINI G� °CA°NBINNGG OWS LEE I Y HD An WRH W i I - r RD FOAM WITH - OPEN M? E—C�ouRi is LIVING RM 32 TO BE - ZS '. - 3 Vr N:TO B RD. Lfl(E OF PROPOSED I PLYW,pD�gSUgBFLR R VALUE TO BE TQ c�DE I 3 WONT VS•tf;;,,.° FIN.FLR.TO BOtt M OF I . •IF OL. -- I - m _ GLA2MG I r REOD W/o I . .LINE OF PROPOSED ) -__ I. reMPeRED GLASSI GRADe FP 413.78' :e I RBQUIR Dn7 NBUL I , HALL BR 93 R-30 BAn I To d I io > _ 4 .'M3UL9 "RF°.AR GAGE T�cio'�L- _ BATH'7t3 F�AMG I , n 4•SLAB WIT)i I LNE OF EXI8TNG te` _ - x, LINE OF EmTNG, N 11NB OF BXU)TMG ,•+e'p� t8 ° ]LAYERB OF „L I r _ GRADE — GRADE . 'GRADE T"� " 1WIDB�R a"�SLAB - LINE of EWING LA�xDB�CAPE HALL u _ $ i�)(t EXT. TUB I PROPOSED O s i �t @LAB ELEV.K3A3' GRADE 0 NE CORNER AON0 ONLY— ROMy Hp ppgg� — RE TAUING WALL/P00'MNG `� _ �� - 3 V1•ICTNE Z�— -RP.OUIR@S ENGMEeRING REVIEWDICK y ELEV� H-To EX SLAB 43.49 R VALILL•TO TER I W LL SLAB M&43 W + IT"OF FIG W.IL' Q N BY"OF PTO HLTt' - - ` - \ rL __ _______________________ - 6 ^' BOTTOM OF DROPPED PTG MTJiY�/ W-W BE M GRAM so ry. LU BOTTOM OF DROPPED.PIG�67b94/L __ - �58 F3,Q VERfP'f locAnoN(.DEPTH SECTION' A - r-B• DIAMOND PIER POOTNGs,. 58 SECTION B e-e• - LLI , 4'-O•-BELOW GRADE SCALE VI a e-o• SCALE S/IC-I'-0' BOTTTOM OF FOO NCEG8T0 CLOSED CELL HD URETHANE FULL L - PLA CATHEDRAL G�NR WCI RAPIER SAY. _ DOTE ALL TO DRY AND FLAT GEEING OVER'SHOWERT . .. DOWNSPOUTS TO DRY WELLS - - _ CLOSED CELL HD URETHANE FULL D D - RAPIER BAY(TYP) € 8f7880R T18)88 p - D �p �� 8C1880R TRUSSES a r V J (NOT SYMMETOWAL) L V7•/- - - �N Do PA=/SOPFTT fTYP) k 4 4 .! A/ I 4 4 `GUTTER D fTYP) C\`9ALUM. CT SHOWER R I FLAT CLG OR CONTSL EOPFR VENTS pl - CATHEDRAL? 8 •EXTENDED SOFRT TO ._ - - % CON rrPFTrI- KITCHEN" OPEN AUG"EAR / sRom MASTER BATH v�+T T ' I I co m `I »' a PR°P°sen °3�ix�x�Il T rx°oe 9 / ono T MI xx°oc LINE OF PROPOSED FP.ro.fir )t GRADE TOW♦ — f{ i _ - IR-30 BATT �• STUD UTALL _ I �I 2n EXT.STUDS 9V _ 'BDRM 42 a yr WS FOAM "MeuL 4LLIN3 ar8 RDA I�TO BE STORAGE IL)NE OP 6mTmG ` - ZXTWoEL DICKLOWER • - LINE Or EXISTING ` `=4 N'-8k• Sk• r HD An IIPT Ic�� I ` - LANDSCAPE R Vr T HE SUL. Lf�IPROPOSED TIER LNE OP PROPOSED DE PD. I' I m . OXr 0 GRADE•'C i LL SLAB 63,43 O .. ' 0. LL BLAB K3.43 I PLAN i BY"OF PIG N17C _ _ F*W4 a BTM OF PTG H,LT _ r-o• ` 40 so BOTTOM OP DROPPED PTO+nV4/-VERWY .. BOttOM OP DROPPED FTG HiI.fO'b-V[78PY LINE OF eK187NG GRADE C. - SECTION D r'---I SECTION C r e DEPTH OF SCALE: v4•m r-o• v SCALE V4'-r-0' DROPPED FOOTNG N Ld Lu LSD OP 2 V CRICKET ^ D O 107 O -USE AS USE AS I - _ CASEMENT D: CASEMENT b N .. - -4 LIN OP E PROP. T O GRADE Z me , W Q nil T 1��OR I ILY■r OH i OF MIND - .; =y - _ I L-�. U�• L•-B' __�L^_________RAP L G•-T' I TNOUSEwSIDING " --.', - G8 I I I z Lu L UJ 1 _______________ i i I__________ ____1 - U . . _ l_____________________________________________________ Lu ---------------- FRONTFR �•NORTH GARAGE ELEV.r-WRIGHT WEST GARAGE ELEV. � w .. SCALE Vr-r-O' - � I i -----------.•, OZ.< aw LEFT EAST GARAGE ELEV. z SCALE Vr-r-W m r f E O T .i V ---- .. TRU�B — Arne TRUSS - g OVER GARAGE .. N �� co D Iwo / b USE AS '+•, CAS MENT - V 'q - lj - PULL DOWN ppoo i - BTAUIT F iIt MAIN FLOM JOISTS rp GARAGE a ve•ra I I I• . FNDN WALL.. I _ - i v FNDN WALL - - ----------� REAR SOUTH GARAGE ELEV. r _J WALL I lEYOND � SCALE v w•-r-o, ; GARAGE SECTION � .SCALE Vr•r-O' - - Q - I z _ A-5 d — — _Max ALOMM-30-a nx,ALLOWED! L — . — . — 3=ao >at J Lu =19 =V PAID( • - " .. _ CH MY UJI 12 10 . - - — — — — — — ~ I I � • ° 22' O P I L x m W LINE OP PROP. — . .reM !J I s TOW♦Yli' ' ` •1.9 I I V LINE I Z ROaeDcdu FROPO 11J I Ec �aITi LINE OF EXISTB � ELEVATION 3 9 0 r_ L --- JNcRADe•RHT 81� r ---- -- ----+-------1 �-- ----- -- LIM OP EMTIMG` I F 64 /j GRADE i �ppg . LL BLAB K3A3 _— �_ _�mz G LL K3.43 6EY01® I •i3 //113 - w v ZQL ., BTII OP PTG+D.TP Go _———.——_ ——.__—_.——_— BOTTOM Or PTO K493V/- BOTTOM OP DROPPED PTO 41TGV/-VERPY ..�—————————————J �\qq ' � •A • LEFT NORTH ELEVATION RIGHT SOUTH ELEVATION Sc" w -r o o_ • N r N_ .. ra 02 W tlI N C B A D xo> Al Al Al PAWAl z� CHNNEY 2 Z u OUSE A8 1— CASEMeNT 771 A O AND EACKSP O Tn,n rms� .m,u W . a GRADE.ar.- -- -- --- - w GAB CLG WKE . 1 T— L--------J -'--__J I �` L--------J' I I z QU FRONT WEST ELEVATION I I ,,\i SCALD: 9/3r-e-a - 1— emoFPTc,iLTr 43 r�-- - - - - - - - --r-- - - - - - - - - - -r - - - - - - - - - - - - - - - - - --- - - - - -i - - - - - - -'�. QLZ ui ui w Al K Al l USE Ae \�� r. �crM v- - — — - — — - -- -- v - F:p �1� _ - _ _- _ - _ O TOW 0 .41 ra n T.,c as n , USE AS / O/ CASEMENT - PT POST . / MAHOGANY DECK .. LL 8LA6 KS. RB n"(P1--� 7kZ`�!/ '`J VeRO'Y LONG f V L a % n — ti u \ o % a MT- :. 80TTOM.O — - - - _—N — 0 . 21 0015 fl2C R30OB.1ZalNG REOUNED PER - 4 .Lu V l 4REAR EAST'ELEVATION z f SCALE: V1'-Y-o•° .. a A-3 h ,ti : i�TR,� ks'� �� x{ 5 @':. , a• y v d .yN • - t��,j ,, w=4 i, iy r •t Et,?v '� di,� f�� � F � '" `.•{1 gt:., LEGEND SYSTEM DESIGN: SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE k MARKED WITH MAGNETIC TAPE OR TEST HOLE LOGS 99- EXISTING CONTOUR (NOT TO,SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. GARBAGE DISPOSER IS NOT ALLOWED i ACCESS COVERS TO WITHIN 6" OF FIN. GRADE CONCRETE COVERS TO,_WITHIN ",. GRADE X 99.1 EXIST. SPOT ELEV. 2" PEASTONE OR GEOTEXTILE o oak Sffeef TOP FOUND. EL. 7A FILTER FABRIC OVER STONE EXISTING 3 BEDROOM DWELLING ENGINEER: DANIEL A. OJALA PE, PLS, SE ; �-[99]-- PROPOSED CONTOUR ;i 67.0' MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM 67.0' DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD ELLIS BROS CONST. 198.4 PROPOSED SPOT EL. , PRECAST N-to NOTE: MIN. WALL THICKNESS 2` BLOCKS OR - TRACTOR: Pods �` t 1 PRECAST RISERS USE A 330 GPD DESIGN FLOW ¢ mree us RISERS m�•> 10-22-2010 ��We ua ue TH 1 2'0 4'ASCH40 PVC MORTAR ALL PIPES LEVEL 1ST 2' COMPONENTS INVERT IN 63.20 DATE: a o a Q Q ;� rENDs ) sl�Es 64.03' = PERC. RATE _ < 2 MIN/INCH IN C2 C3 a 9Pa Lake Y,. TEST HOLE ' ` 64.67'* 10" 1500 GAL H-10 .':TS SEPTIC TANK: 330 GPD (2) 660 ` 2% SLOPE OF GROUND 14 00008000 "'°' �, 64 17' TEE SEPTIC TANK TEE 63 92' - ;°o°o USE A 1500 GAL. SEPTIC TANK CLASS I SOILS oop00000000 6" MIN. SUMP O �00000000 o 0 [� UTILITY POLE °coc000cococ 0000000 ®��� WPM 00000000 C GAS BAFFLE . o„o„o 0 0_ 12" MIN. INT. DIM. 00000000 ;0�000$0$ �o k boo S 63.31' �o�o�o�o . 1 0 �o�e�o�8 61.2' LEACHING: e FIRE HYDRANT L ALEVEL (ACME OR EQUAL). 63.48 TH 1 A �qy :;,. WATERTEST D BOX = •a' ° • " • • °0•0•0 a•� �••�•�'•�"�•� �`�• FOR LEVELNESS SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD �� NOTE NOT ALL SYMBOLS MAY APPEAR IN DRAWING o00000000000000000000000000000000000000000000 `: •• •.�oco�000g o o�o�00000000000,o„o„o„o 0 00000. UH-10 500 GAL LEACHING CHAMBERS BY ACME PRECAST OR EQUAL � 67 R' a O � N 3/4--1-1/2 DOUBLE WASHED STONE 4' MIN. - 0 o w +•'• ALL AROUND PRECAST STRUCTURES (2) UNITS REQUIRED BOTTOM 25 x 12.83 (.74) = 237 GPD o o k a 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' A s N TOTAL: 472 S.F. 349 GPD a• COMPACTION. (15.221 [2]) LS co TEST HOLE LOGS (2_5X SLOPE) ( R SLOPE) (1 R SLOPE) USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6„ 10YR 3/2 �z cn I LEACHING WITH 4' STONE ALL AROUND DANIEL E. GONSALVES, SE #13587 FOUNDATION- 20' SEPTIC TANK 44' D' BOX 13' FACILITY ENGINEER: *THE INSTALLER SHALL VERIFY THE B r ,- WAIER EL 38t L$ LOCUS MAP r , ' WITNESS: DONNA MIORANDI, RS LOCATIONS OF ALL UTILITIES AND ALL 1 10 14 BUILDING SEWER OUTLETS AND 1OYR 6/8 " ' _ I,f DATE: / / ELEVATIONS PRIOR TO INSTALLING ANY 36" 64' SCALE 1 =2000 f t, , � '` � � < 2 MIN INCH PORTION OF SEPTIC SYSTEM , , ASSESSORS MAP 1�93' PARCEL 215 & 216 ` PERC. RATE _ / C1 r I 14239 PERC y k p CLASS SOILS P# 1 \ ZONING SUMMARY } MAP 193 PCL 217 I \ \ �� \ ` ` 10YR 7 4 ELEV. BRUCE J MACGREGOR TR \ >. \ 1 ! :,, .. , , <5 M d IN/IN. / DRAWER W` y \ \, \ \ I 1 ZONING DISTRICT: RC bISTRICT ELEV n \" 60" C2 - `V f MIN. LOT SIZE 87,120 S.F. p" 72 p" 72 HYANNIS, MA 02601 '' � \ � \ � l / M C S A A 10YR 7/4 MIN. LOT FRONTAGE 20' ' LS LS Il r ` `. \ o p' ( \ -1A TRACE SILT MIN. LOT WIDTH '`' 100' 10YR 3/2 10YR 3/2 \ \ \! ( 96 MIN. FRONT SETBACK 20� `- ,_ 15 1 1 MIN. SIDE SETBACK 10 1 _ MIN. .REAR SETBACK 10' B B M/C S 10YR 7/4 MAX. BUILDING HEIGHT 30' SL s� � \ � � � 1 11 � � � l 1 Cb I 144 15% GRAVEL SITE IS LOCATED WITHIN THE RESOURCE 55 67.4 55 67.4 - / I\ \ 1 EW-� PROP. WORK LIMIT LINE OF NO GROUNDWATER ENCOUNTERED 10YR 5/8 10YR 5/8 T� TkE PROTECTION OVERLAY DISTRICT I a, STAKED SILT FENCE BACKED BY the • TkE'"��• \ \ l 1 \ \EXI ING UNDIST RB ) WATTLES \ / SITE IS LOCATED WITHIN THE AQUIFER \ � , PROTECTION OVERLAY ,DISTRICT � I ,TURALy3UF ER(T COMBINED LOTS 1 1 ( I � ' c c o X t RrMA�N) 3.64 AC.f I I / PERC / � �+ o �� ' , ..� UPLAND = 103,358 S.F.f 1 , ( 1 I l I 1 OWNER N ( � _ \ OF RECORD \ WETLAND - 55,126 S.F.f 7 EW- M/Cs M CS o o \ o' TOTAL AREA - 158,484 S.F.t ✓�, ESTATE OF DAVID°GOLDMAN 156 LOCUST STREET d o 1 ..,..0•,' l \ 1 1 I I I FALMOUTH, MA 02640 10YR 6/3 10YR 6/3 11 -A E\A(-5 I I i I 1 ( �� REFERENCES Av- 120" 62' 120" 62' , ( Av-_ ) ) ` DEED BOOK 24824 PAGE 228 2� \ , EW-14A ( I / I I� ! I 1 �d PLAN BOOK 648 PAGE 8 2D ` Av-- / NO GROUNDWATER ENCOUNTERED , r _ II / - M N 1 \ r \ \ E�V 6 NATURAL(BUF ER�(T ` 1 NOTE ELEV. ELEV. \ \ 4 (i f7'1 ' l \ \ t p 72' p 72' co N \ ^ l J ' REM IN) / ) / _ _ A A `\� � TH2 /• \ ,�\ ..'::.•:.•� \ N 1 \ \� �\ \ •� I � r / / ` I � SNTS AGLE BUILDING LOT. TO BE COMBINED INTO ONE 10YR 4/2 10YR 4/2 TH3 �, \ �`..LS LS 0..:•:. \ 1 \ 1 , \ -, WATER EL. 38 /EW- 5A l W / $ � � � 1 •.. „ \ W-7 EDGE W •Of � /•'•„/ ' � �_ S L ` \ I� 10YR 5/8 10YR 5/8 A ` 1 f PIE Fb \ - G � '`� '' \ / / ^f / I ' c� o0 " 69.5' „ 69.5' J �- 40 f I I VARIANCES REQUESTED: 30 30 �l h \ SUP( ORT \ •9 - /•,•,� J f f z l \ I t UNDER 310 CMR 15.211(1): EW-8 EW 10 �. ✓ - � � � � J 1 \ REDUCTION IN SETBACK, SAS TO LEACHING CATCH BASINS (25' TO 9' UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: PERC (CHAPTER 360-1): REDUCTION IN SETBACK, SEPTIC TANK TO BVW (100' TO \•1 y� J ? ' O \ \ \ \ \ \ /' '� �' -ti - / J • l% J ( 89.2') M/CS M/CS MAP 193 PCL 226 \� °0F �"� 1 ' FCC \ \ EW- TH'OMAS & FRANCES ' v \ I ` I \ \- CASTIELLO �y ' ' R� rn \ r EXISTING UNDISTUR� •�•••�' / f 10YR 6 3 10YR 6 3 525 OVERLAND DRIVE \ r `may, ti %�� PROVIDE APPROX, r NATl�RA1.;BUFFER (TO .-� r M / / \ 42- OF-40 '' J 1 AP 193 PCL 7 ORANGE, CT 06477 �' ti ti --2EMAIN) i••' E -�- �`- ' ``6!NER__AT 5'-OFF-,- ,� -- o s� �" /. OF BARRNSTABL. OWN 367 MAINSTREET ' \ \ �/ ••�� i \ SHO N.�P T �- -� / HYANNIS, MA 02601 AR ELEV. 64.0', l �j,%• 1 -� 132" 61' 120" 62' ,� •••� �oTTOM AT EL. \ \ NO GROUNDWATER ENCOUNTERED ) \ \ •'�' ---, •.� - / _ � - TITLE •/• 5 5 I�`�� NOTES _/`� �� m_\ :.. / •�`"� -- -- '' �-- 1 �' \ �- �- - / '_ �O.>> / a ' 1. DATUM IS NAVD88 ! � "� � �� � � r� �,OFEL-L- \ '•�....._.� � � �6,,0 ,�••• OF �. w� 2. MUNICIPAL WATER IS PROPOSED . ) / 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. - ^ 64 - � LOT A z �� �0 •'� •,� o � � �� -�. ____ _.._ � ;2� �. ..� 000 � � � `,, �..�- •�` � I � SHOOTFLYING HILL ROAD 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS ,� / p f -� L v L ��• Q \ .i � / O TO BE AASHO H-10 A _ CENTERVILLE, MA 5. PIPE JOINTS TO BE MADE WATERTIGHT. s o� � / 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH . _ `� �1 r -� ) PREPARED FOR 310 CMR 15.000 (TITLE 5.) ; � � � 'O � ���. �� -�. �-66�/ '/• � / " 6'- O- 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO �- TH 1 A � //� � � DRAIN AGE E�MENT ''� � \ � � �� I BE USED FOR LOT 'LINE STAKING OR ANY OTHER sue' `��O ` / L / o ( SUNRISE NOMINEE TRUST PURPOSE. !% - _ \ \ F ��s 6 / �' ..•/'• 1 MAP 193 PCL 224 / •/ GUY L III & JANICE A R ORSE - \ 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - c O� ` ` "' •- '-'° • 01 ••--"'/1 40 HIGH NOON DRIVE DATE: OCTOBER 30, 2015 ,% '� 90, / f ( CENTERVILLE, MA 02632, � 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED - C WITHOUT INSPECTION BY BOARD OF HEALTH AND - - �r 66 ` \ `S� 1 JScale:1 - PERMISSION OBTAINED FROM BOARD OF HEALTH. �j 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \ PROVIDE 28�G 40 MIL \ \ / I\ LINER A5 OFF SAS IN z MAP 193 PCL 227 �/ i ♦ AREA SHO . TOP AT ELEV. NOFM 0 10 20 30 40 50 FEET DIGSAFE (1-888-344-7233) AND VERIFYING THE .� 11 r , ♦ ^ 64.0', BOTTOM AT E1/60.0't � gSSq `SN OF LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES MARK A & LAURA L DELANEY `\ 111 ♦ �' c `� q PRIOR TO COMMENCEMENT OF WORK. '�,��� 53 HIGH NOON DRIVE ♦ o`er DANIEL ti� �'� T A-3 1►1 1� DANIEL J� i 1 /J � � A. A. 1H 0�-' . LZH OF MgS 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE b CENTERVILLE, MA 02632 r \ �' ♦ s REMOVED 5' BENEATH AND AROUND THE PROPOSED / ! ♦ / U OJALA �¢ � qc IN FACILITY. � �� � �/ ` � / ,�oNo.40980 �No.40980 OJALA P /. - Q .•.�;, � ti. - DANIEL A. - 1 P A, OJALA off 508-362-4541 LEACHING C \\ �� l !q FFss�° o� °�Ess�o� '� CIVIL CIVIL fox 508 362-9880 PAVED r �OSURv�� �N'A EI �, N VI! No.CIVIL + I pe com 12. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO downc° DRIVE / �uR� a,4r602 o �� DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. .� s� /sI 1k �� °F Sc�sTE��,�� down cQ�e engineering) h7C. 13. LOTS A-2 & A-3 TO BE COMBINED PRIOR TO i / OCCUPANCY. � 9 BENCHMARK: s!o"AL F�G� civil en ineer•S / HYD TAGBOLT - land surveyors 14, WETLAND FLAGGED BY HAMLYN CONSULTING \ / �i � o =67.4 NAVD88 � � !i- / ��i / s I���}� � '-' 939 Main Street ( Rte 6� LICE >5-284 SCALE > _ 100 DATE DANIEL P.E., P.L.S. YARM0 THE:;RT M �zb ' 3:,- E0301 - -- ------ - - --- - - - --- - LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE SYSTEM DESIGN: MARKED WITH MAGNETIC TAPE OR o 99 - EXISTING CONTOUR (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. TEST HOLE LOGS GARBAGE DISPOSER IS NOT ALLOWED = X 99.7 EXIST. SPOT ELEV. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE CONCRETE COVERS TO WITHIN 3" GRADE 0 ook Street \ TOP FOUND. EL. 72.6' FILTER FABRIC OVER STONE EXISTING 3 BEDROOM DWELLING DANIEL A. OJALA PE, PLS, SE `v -[991- PROPOSED CONTOUR 67.0' 2% SLOPE REQUIRED OVER SYSTEM 66.0 ENGINEER: v MINIMUM .75' OF COVER OVER PRECAST DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD BLOCKS OR - - TRACTOR: ELLIS BROS CONST. Ponds [98.41 PROPOSED SPOT EL. PRECAST H-EO NOTE: MIN. WALL THICKNESS 2" PRECAST RISERS USE A 330 GPD DESIGN FLOW o Three o us RISERS (TYP. MORTAR ALL DATE: 10-22-2010 os a• TH 1 2'o 4"OSCH40 PVC COMPONENTS INVERT IN 62.20' o Wequaquet PIPES LEVEL 1ST 2' TYP 4' _ < 2 MIN/INCH IN C2/C3 9P �a Lake FENDS DES 63.20 SEPTIC TANK: 330 GPD (2) = 660 aTEST HOLE ( ) PERC. RA 63.99_. 2� SLOPE OF GROUND 14" 14» o o c TEE °o°°°°°° ®®� c ®®®® Lm ®®- ®®® °°°°°°°° o 0 64.17 TEE 63.92' ° USE A 1500 GAL. SEPTIC TANK DUAL COMP. S/T (925/500 SPLIT) CLASS SOILS r ° AL o 0 0 0 0 0 6" MIN. SUMP °°°0000 ®®�®®®®®�® ®®®®®®®®® °o 0 0 0 UTILITY POLE o 0 0 0 0 0 0 'o°°°°°° '000000°o o oo, GAS o®®�®®®®�®® ®®®®®®®®® GAS BAFFLE °oo o ° °_ 12" MIN. INT. DIM. N °°°°°oa° � SLAB EL. 62 6' BAFFLE 500 GAL °° ° ® O®®®®®®®® ° ° LEACHING: c e� 62.65' 62.48 '°°°°°°°° ° °°° 60.2 ok pr FIRE HYDRANT .: EVEL (ACME R EQUAL) °°j° °°°°°°°° -WATERTEST D'BOX SIDES: 2 (25 + 12.83) 2 (.74) 112 GPDTH1A Q° ° ° ° ° ° ° ° ° ° ° ° ° ° ° FOR LEVELNESS H-20 500 GAL. LEACHING CHAMBERS BY ACME PRECAST OR EQUAL Q" 67' fx o NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING °°o°oo°O°�°�°O°O°O°O°O°o°°o°°O°O°�°o°o°°moo°°O°o°°O°. O ?' o 0 0 0 0 0 3/4 1-1�2" DOUBLE WASHED STONE 4' MIN. (2) UNITS REQUIRED BOTTOM 25 x 12.83 (.74) = 237 GPD ALL AROUND PRECAST STRUCTURES /� O 0 c 6" CRUSHED STONE OR MECHANICAL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 25.00' X 12.83' o co COMPACTION. (15.221 [2]) N o TOTAL: 472 S.F. 349 GPD LS U)co } " 1500 GAL H-20 N m 10YR 3/2 _<� 0 TEST HOLE LOGS (2-5% SLOPE) DUAL COMP. (5•37. SLOPE) (?% SLOPE) R USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) 6" z H-20 H-20 LEACH-20 DANIEL E. GONSALVES, SE #13587 FOUNDATION- 39' SEPTIC TANK 24' D' BOX 13' FACILITY WITH 4' STONE ALL AROUND ENGINEER: *THE INSTALLER SHALL VERIFY THE B WATER EL 38t LS LOCUS MAP WITNESS: DONNA MIORANDI, RS LOCATIONS OF ALL UTILITIES AND ALL DATE: 1/10/14 BUILDING SEWER OUTLETS AND 36„ 10YR 6/8 64, SCALE 1"=2000'f ELEVATIONS PRIOR TO INSTALLING ANY PERC. RATE _ < 2 MIN/INCH PORTION OF SEPTIC SYSTEM ASSESSORS MAP 193 PARCEL 215 & 216 C1 I 14239 1 ( PERC LS ZONING SUMMARY CLASS SOILS P# MAP 193 PCL 217 ! \ \�\ \ \ l ` <5 MIN N 1OYR 7/4 ELEV. ELEV. BRUCE J MACGREGOR TR \ \ \ ! �� - /I 1 4 DRAWER W ' ` N \ 60" C2 ZONING DISTRICT: RC DISTRICT 0" 72 0 72 HYANNIS, MA 02601 \ \ \ \ \ \ M/C S MIN. LOT SIZE 87,120 S.F. A A j ! \ I\ 10YR 7/4 MIN. LOT FRONTAGE 20' LS LS Il r I i \ 0 0' > -1 A TRACE SILT MIN. LOT WIDTH 100' 10YR 3/2 10YR 3/2 \ \ \! 96 MIN. FRONT SETBACK 20 „ l; o MIN. SIDE SETBACK 10' 15 B 15 B \ \ \ M/C3 S MIN. REAR SETBACK 10' 10YR 7/4 MAX. BUILDING HEIGHT 30' AV- SL SL I \ \ I I� I I ' I ?? < 144 15� GRAVEL 55 SITE IS LOCATED WITHIN THE RESOURCE 10YR 5/8 10YR 5/8 J 1 I1 1 EW_� PROP. WORK LIMIT LINE OF � NO GROUNDWATER ENCOUNTERED PROTECTION OVERLAY DISTRICT 55" 67.4' S5" 67.4' �.�E. TEE STAKED SILT FENCE BACKED BY 1 tJ1 \EXI ING uN�ISTl�R6 \ ) WATTLES J l I PROTECTION SITE IS AOVEERTED LAY IDI DISTN THE RICT t��`TURALJUF ER (T ` COMBINED LOTS 1 � C C �` I \\ X F;"CF \ REMA N) \ 1 3.64 AC.± PERC / \\\ �, \ \ \ ;� 358 s.F.f 1 ` l 1 \ ' OWNER OF RECORD UPLAND = 103, I C N ` \ ` WETLAND = 55,126 S.F.f - Ew\13A I J M C S \ �' ` z 1 \ I I I C l 1 I ESTATE OF DAVID GOLDMAN M/CS / o a�, � .6 \ 0 1 � 1 \ � - TOTAL AREA = 158,484 S.F.f � � � � �\ \ \ 1 ` I \ I I I I 156 LOCUST STREET y of 1 I ( ( I I FALMOUTH, MA 02640 10YR 6/3 10YR 6/3 ) \:. r \ \ \ \ REFERENCES 120" 62' 120" 62' 2� ` � 1 ` �o Ew-14A ( l I I� I DEED BOOK 24824 PAGE 228 204 \ 1 \ o 1 C } \ ) / d PLAN BOOK 648 PAGE 8 NO GROUNDWATER ENCOUNTERED '` 1 _ I EXISTIING NDIST�RB D \ ELEV. \ \ \ E -6 ( NATUSRAL(BUF ERI T� l / ELEV. H1 . \ \ \ J NOTE 0 3 72' 0 72' �� �ARAG \ \ J / REM�IN)� I A A °' 7H2 1 - ` ��I :;.;::; \ \ �O':? \ ` / / LOTS A-2 AND A-3 ARE TO BE COMBINED INTO ONE LS LS \\ \� `� \ \ \ \ N ,\ 1 J f ( \ ( ( SINGLE BUILDING LOT. 10YR 4 2 10YR 4/2 NAIL SET \ \ 1 `� WATER /EW- 5A w 1 EL. 38.0f \I /8„ / 8 TH3 \ 1 ` � ` � W-7 ED / / �IAM6ND\ GE WA.TER f B B I \ IER � \ SL SL S -TH4UPP�1?ORRTS 10 10YR 5/8 69 5, 30„ 10YR 5/8 69 5, ��2J '\ F�� F�� you f / ✓ i '' o / I VARIANCES REQUESTED. 30 ( '9 \ \ �� \ \ \ \ \ \ TF�\ EW-10 / /� / / l �� Z UNDER 310 CMR 15.211(1): •\ �� \ J 0��� \ \ \ \ 6 EW-8 �,..� _11 / / / r / / ( REDUCTION IN SETBACK, RESERVE TO LOT LINE 10' TO 7'. UNDER TOWN OF BARNSTABLE HEALTH REGULATIONS: C C \ \ ; O \ J \ \ ` �VET�1� ` / / \ / / (CHAPTER 360-1): REDUCTION IN SETBACK, SEPTIC TANK TO BVW (100' TO PERC \ \ �O5 \ \ \ ,�./''' f f �/ / / / 89.2'), REDUCTION IS SETBACK, SAS TO BVW (100' TO 90'), REDUCTION IN ` \ \ � SETBACK, RESERVE TO LOT LINE (10' TO 7') M/CS M/CS MAP 193 PCL 226 �cF y l> 1 \ ll \ \ EW-9 THOMAS & FRANCES ' \ 9� ��F 9 \ c \ J ✓ -� /- CASTIELLO F� I �'� - EXISTING UNDISTUR" 10YR 6/3 10YR 6/3 525 OVERLAND DRIVE \ ��� ����T\ \ PROVIDE-APPR_OX._ ( V �..•� l MAP 193 PCL 7 \ ,-_ � NA RAL,BUFFER� TO � � / / \ 1 �> \ \ -42' OF 40 MIL 1 ORANGE, CT 06477 �' 'o ti �� -- ' T V REMAIN) -� / /TOPVN OF BARNSTABLE 367\ / F� LINER A F o 52 i' \ `� G ( S AREA HOEET WN.IN TOP AT / / / / HYANNASN MAR02601 / ELEV�3.5'; f /•! f 132" 61' 120" 62' �, ROQF BOTTOM AT EL. DRl'�WELL�'o \ 5� ! oo f r E NO GROUNDWATER ENCOUNTERED \ � \ \� \ \ � ��(TYP� � •••`. TITLE � S�T Fe�L A N I NOTES ,.,� .� F o f C51 � � �' � ' OF 1. DATUM IS NAVD88 � � � � \ � v � l f'" � � s 2. MUNICIPAL WATER IS PROPOSED �62 \ SINGLE RAIL SPLIT ( "'�f F J / #6 0 HIGH NOON DRIVE RAIL FEN ALONG 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. LOT A-2 N ` O �64\ -WORK-LIMIT LINE 00 ,, \ " / J ' / 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS S �\ O �., 6� AS INDICATED 62-t �J " / > / / F.K.A. #637/655 SHOOTFLYING HILL RD TO BE AASHO H-20 „ o� / \ � 1 r f �_ `�< � �, � �_ _ - - � � � CENTERVILLE, MA 5. PIPE JOINTS TO BE MADE WATERTIGHT. ' �"9 - ���� O +' / \ 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH S ' 68 �Q �/ / ��Q \� n 310 CMR 15.000 (TITLE 5.) ' O• O O 0 '{" // \ f / ) \ PREPARED FOR THIS PAN IS FOR PROPOSED WORK ONLY AND NOT TO - ' o S p• �. DRAINAGE \ 7. HS L - ,� s.. ,Fs // SUNRISE NOMINEE TRUST BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. i - F` �\�G lss� •� �' / �� i MAP 193 PCL 224 ti - TH 1 A / i .•� GUY L III & JANICE A ORSE 3. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. - ,� 2s. � � � i �`•••�...-.....-... •• 1 � 40 HIGH NOON DRIVE '" DATE: OCTOBER 30, 2015 // / CENTERVILLE, MA 0263� ;, REVISED: 12-9- 15 SAS PER BOH WILL PER CONSCOM �. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED - \ ( ) l r REVISED: 4- 19-2017 (DWELLING FOOTPRINT) WITHOUT INSPECTION BY BOARD OF HEALTH AND - ` � 1 � � -� � J PERMISSION OBTAINED FROM BOARD OF HEALTH. � \ 166\J c ,`\ �/ �O/ \/ l - 0. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING \� J� DIGSAFE (1-888-344-7233) AND VERIFYING THE MAP 193 PCL 227 \a f Scale: 1"= 20' LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES MARK A & LAURA L DELANEY PRIOR TO COMMENCEMENT OF WORK. LOT A-3 53 HIGH NOON DRIVE \ l Jl �� ��tNOFMgs� 0 10 20 30 40 50 FEET 1. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE CENTERVILLE, MA 02632 / �� ) %jNOFM\ ivy 90 REMOVED 5' BENEATH AND AROUND THE PROPOSED f �\ / �(� / / ° � �gSgy ° DANIEL A. off 508_362_4541 C • DANIEL o OJAI A fax 508 362 9880 LEACHING FACILITY. ' -_-_-_-- \ \ 1 \ o PAVED \ / \ �/ / \S 01 A. U No.41IL 6502 I I downcape.com ?. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO % 098 o J ,STE aMft CQe en i1eerin� inc. DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES. DRIVE �� No.40960 10 Pic ��� �o F Lr s G 5. LOTS A-2 & A-3 TO BE COMBINED PRIOR TO i ) o1Oa C/Vll en ineers OCCUPANCY. COMBINATION TO BE INDICATED ON CPP. F / BENCHMARK: Io suRUF � rl" 9 • \ / HYD TAGBOLT land surveyors 1. WETLAND FLAGGED BY HAMLYN CONSULTING F / i c S =67.4 NAVD88 L 101`�1 0 1-�°�� J J 939 Main Street ( Rte 6A) E # 15-284 / /// / YARMOUTHPORT MA 02675 SCALE 1 = 1 �� � ` � � DATE DANIEL A. O,IALA, P.E., P.L.S.