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HomeMy WebLinkAbout0342 OLD CRAIGVILLE ROAD Sl i i 'r a 's i a j , 4- Town of Barnstable l =z: Regulatory Services Thomas F.Geiler,Director. ` '"RM`'165 � . :Building Division' ►�� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 PERMIT# ao l c- J6 FEE: $ SHED REGISTRATION 200 square feet or less Location of shed(address)., illage OWL r Property owner's name ' Telephone number X 1 0 1 Size of Shed Map/Parcel# Itore Date Hyanniss Main Street Waterfront His toric,,District? NO Old King's Highway Historic District Commission jurisdiction? A) _ If over 120 square feet,you must file with Old King's Highway Conservation Commission(signature is required) a= Sign off hours for Conservation 8:00-9:30 &3:304:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.- PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. TINS FORM MUST BE ACCOMPANIED BY PLOT PLAN . j Q-forms-shedreg 5"1 _ REV:05201 �:-� ( � — TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map �"# Parcel Application # Health Division Date Issued Conservation Division Application Fey Planning Dept. Permit Fee "l f5l Z Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis i Project Street Address 3 Z- ©E 0 ClrL.O�l [ U CCC: �ZONn Village L r 1 vVOLZ6 Owner �t� i-1 G'� N C 5� "( � Address Telephone Permit Request ( �J TC h t J'� t2 C--YW4 C L. Alai i I i Vt/A Square feet: 1 st floor: existing proposed 2nd floor: existing propbsed 7-0 Total new `gip Zoning District Flood Plain Groundwater Overlay Project Valuation 90��� Construction Type U10 Lot Size © � fi Grandfathered: ❑Yes O No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure 1`q Historic House: ❑Yes ;61,No On Old King's Highway: ❑Yes ;'No Basement Type: ❑ Full WrCrawl ❑ Ikout ❑ Other PAf\.0 t 4 C L v L C Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 1 Number of Baths: Full: existing `� new Half: existing , new Number of Bedrooms: S existing 3 new Total Room Count (not including baths): existing new First Floor Room Count 26— Heat Type and Fuel: Ulnas ❑ Oil ❑ Electric LJ Other Central Air: , Yes ❑ No Fireplaces: Existing f; New Existing wood/coal stove: ❑Yes ANo Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other:; M garage: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ C_- Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use 03 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name CY I��w1✓J C Cti!C r�Prl (SLJ 66( Telephone Number o� c�.�� -� Address ��-'�' C � License # IC�C Home Improvement Contractor# Worker's Compensation # �0/ �,021 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 4 WV)- SIGNATURE DATE J� } c {E FOR OFFICIAL USE ONLY ! PPLICATION# ATE ISSUED r 4 MAP/PARCEL NO. ADDRESS VILLAGE t OWNER' M :F DATE OF INSPECTION: FOUNDATION $eNos ►� 7I 11 FRAME 306WW;e� cr 0 UX INSULATION oS14 0 t FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. { r The Commonwealth of Massachusetts A f ! Department of Industrial Accideizts ' i. t. Office ff of Investigations 1 I V - 600 Washington Street Boston,AL4 02111 www.mass;go v/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print LegiiblY Name (Business/Organization/Individual):- QP\fi`k L V3 C C'�i i C:�L�✓�{: S C.S (:,,C Address: S 3 C0M( 1(-VLC�_.✓-1_ '5-T City/State/Zip: /,!5;R P C o zc Phone #: 8 Y1 "OCI Are you an employer?Check the appropriate box: , Fbing oject(required): 1.(�-I am a employer with �i 1 4. .❑ I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors construction ; 2.❑ I am a sole proprietor or partner- listed on the attached sheet t odeling ship and have no employees These sub-contractors have olition working for me in any capacity., workers' comp. insurance ding addition [No workers' comp, insurance 5. ❑ We are a corporation and itsrequired.] officers have exercised their trical repairs or additions 3.❑ 1 am a homeowner doing all work right of exemption per MGL ' g repairs or additions myself. [No workers' comp. c. 152, §1(4), and we'have no 12.0 Roof repairs insurance required.] t. employees. [No workers' comp. insurance required.] 13.❑ Other, ;Any applicant that checks box#I must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they arc doing all work and then hire outside contractors must submit a new affidavit indicating such. tcDntractors that chcck this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. lam an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company.Name: v I A, (7_ C-('(A r� 1, Policy#or Self-ins. Lic. #: y f ? ,_ Expiration Date: ® (� Job Site Address: City/State/Zip: �i� 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 he DIA for insurance coverage verification. I do hereby rtijy and the,pains and penalties of perjury that the information provided ab ve is t ue and correct 7 Signature: Date: '00- Phone Official use only. Do not write in this area,to be completed by city or town official s City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector S. Plumbing Inspector 6. Other Contact Person: Phone#: Information and In )worken i ns Massachusetts General Laws chapter 152 requires all employers to provio pensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the er under any contract of hire, express or implied, oral or written.". An employer is defined as "an individual, partnership,association, corporr legal entity, or any two or more of the foregoing engaged in ajoint enterprise,and including the legal reprf a deceased employer, or the receiver or trustee of an individual,partnership, association or other legal ying employees. However the owner of a dwelling house having not more than three apartments and w resides therein, or the occupant of the dweing house of another who employs persons to do ma/eca , co traction or repair work on such dwelling house or on tt�,e grounds or building appurtenant thereto shall noof ' ch employment be deemed to bean employer." MGL chapter~152, §25C(6)also states that"every state o nseng agency shalt withhold the issuance or renewal ofa Iaense or permit to operate a business or act buildings in the commonwealth for any applicant who ha's,not produced acceptable evidence ofnce with the insurance coverage required." Additionally, MGL chapter 152, §25C(7)states"Neitherthnwealth nor any of its political subdivisions shall enter inio any contract the performance of public workptable evidence of compliance with the insurance requirements of this chap. r have been presented to the c uthority." Applicants Please fill out the workers' co mpation affidavi completely, by checking the boxes that apply to your situation and, if necessary,supply sub-contrace(s), ad ess(es)and phone number(s)along with their certificates)of insurance. Limited Liability Coie LLC or Limited Liability Partnerships(LLP)with no employees other than the members or partners, are not r to c workers'compensation insurance. If an LLC or LLP does have employees,a policy is requirevis this affidavit may be submitted to the Department of Industrial Accidents for confirmation of ce overag Also be sure to sego and date the affidavit The affidavit should be returned to the city or town pplication the permit or license is being requested;not the Department of Industrial Accidents. Should yany questions arding the law or if you are required to obtain a workers' compensation policy,please caapartment at the n bar Iisted below. Self-insured companies should enter their self-insurance license number ppropriate line. City or Town Officials Please be sure that the affidav' is complete and printed legibly. Department has provided.a space at the bottom of the affidavit for you to fill ut in the event the Office of Investigatt s has to.contact you regarding the applicant. Please be sure to fill in the p rmit/license number which will be used as reference number. In addition, an applicant that must submit multiple rmit/license applications in any given year,ne 'only submit one affidavit'indlciting current policy information(if nec ssary) and under"Job Site Address"the applicant ould write'fall locations in (city or town)."A copy of the davit that has been officially stamped or marked by th ity or town may be provided to the applicant as proofthat - valid affidavit is on file for future permits or licenses. A n w affidavit must be filled out each year. Where a home ner or citizen is obtaining a license or permit not related to an usiness or commercial venture (i.e. a dog license o permit to burn leaves etc.)said person is NOT required to complete is affidavit. The Office of estigations would ae to thank you in advance for your cooperation and sho you have any questions, please do not sitate to give us a call. . The De ent's address, telephone'and faxnumber: The Commonwealth of Massachusetts ,< Department of Industrial Accidents Office of Investigations l 600 Washington Street Baston,MA 02111 Tel. # 617-727-4900 ext 406 Qr 1-8.77-MASSAFE Revised 5-26-05 Fax# 617-727-7749 wwwmass..gov/dia Client#: 51439 CAPEENT ACORDTM CERTIFICATE OF LIABILITY INSURANCE D TE4MIDDI rr) 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 CONTA NAME: Rogers&Gray Ins. Plymouth pHo"E 508-746-3311 FAX 341 Court Street e a Lo E:t: arc,No ADDRESS:, P.0. Box 3700 CUSTOMER ID#: Plymouth,MA 02361-3700 INSURER(S)AFFORDING COVERAGE NAIC If INSURED Capewide Enterprises LLC INSURER A,Arbella Protection Co 17000 J.P.Macomber&Sons INSURER B PO Box 763 INSURER C: INSURERD: Centerville,'MA 02632 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 DDL UBR POLICY EFF POLICY EXP L R NSR NVD POLICY NUMBER MM/DD/YYYY MMIDDIYYYY LIMITS A GENERAL LIABILITY TOBEISSUED448147 04/30/2011 04/30/2012 EACH OCCURRENCE $1 000 000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED PREMISES Ea occurrence $250,000 CLAIMS-MADE �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-COMP/OP AGG $2,000,000 POLICY PRO LOC $ A AUTOMOBILE LIABILITY TOBEISSUED448146 04/20/2011 04/20/2012 COMBINED SINGLE LIMIT - ANY AUTO (Ea accident) $1,000,000 BODILY INJURY(Per person) $ ALL OWNED AUTOS BODILY INJURY(Per accident) $ X SCHEDULED AUTOS PROPERTY DAMAGE $ X HIRED AUTOS (Per accident) X NON-OWNED AUTOS $ A UMBRELLA LIAB X OCCUR TOBEISSUED448153 04/30/2011 04/30/2012 EACH OCCURRENCE s5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE s5,000,000 DEDUCTIBLE - $ X RETENTION 10000 $ A WORKERS COMPENSATION TOBEISSUED448148 04/14/2011 04/14/201 WC STATU- I OTH- AND EMPLOYERS'LIABILITYTORY LIMIT ER ANY PROPRIETOR/PARTNER/EXECUTIVE Y/N E.L.EACH ACCIDENT s500,000 OFFICERIMEMBER EXCLUDED' F—Y] NIA (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE s500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1 s500,000 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Proprietors/Partners/Executive Officers/Members Excluded: Richard Capen (See Attached Descriptions) CERTIFICATE HOLDER CANCELLATION 10 Days for Non-Payment SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Town of Barnstable ACCORDANCE WITH THE POLICY PROVISIONS. 200 Main Street Hyannis,MA 02601 AUTHORIZED REPRESENTATIVE 01988-2009 ACORD CORPORATION.All rights reserved. ACORD 25(2009/09) 1 of 2 The ACORD name and logo are registered marks of ACORD #S65855/M65851 LAT i T 1S k i, of E TT T Try W +e ' Regulatory Services yat:-A.hSfkE; 'a ri T Gr ,7 ti� i•. L'`A.2�'"n. 1 .Ls�3Cs�+HS F.Lf:i1E' 'DsrECIt33' Bullatag D kvislon cpil errj;i Building Cwnrnissiomr 200\ ai S t et 7'+i:jr. >titii '2601 i i PS w;y Owner ny Must tJIf ' ry T 7 'a a- • y if��(.r)tV ?CU-,, e of aL�lbiec rc> ,e—ac er>b auWin.,_"" — l_ 'L won ne a awn am,y"S half in it!,__w_...s rela r;,e to z.z ik cl'lo_ke F the a aQ perrhit ar„=EcatiGl3'•`on Add f x4ss �_. c,l�; r l f 05/20/2011 10:28 FAX 5084283928 CAPEWIDE Q 001/001 ii•;.r:.. .. f.Suii:..• _ ;�:.'_t: ..nt� :fl:di `•f,tr;tl3t'tl� Ltrerse CS 89273 pest-Icier"ti5: 00 RICHARD M CAPEN 122 WHITMAR RD COTU IT, MA 02635 Office of Consumer:\(fairs S Business RuLulannn a`w itz HOME IMPROVEMENT CONTRACTOR Registration: 143358 Type; Expiration: 7/8/2012 Ltd Liability Corpo CMltWIDE ENTERPRISES L.L.C. RICHARD CAPEN 4507 R'RTE 28 COTUIT, MA 02635 Undersecret." Restricted to. 00 — 00- Unrestricted 1G- 1 2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code is cause for revocation of this license. Refer to: WWW.Mass.Gov1DPS License or registration valid for ind'ividul use only before the expiration date, If found return to: Office of Consumer Affairs and Business Regulation r 10 Park Plaza-Suite 5170 e Boston,MA 02116 'L slid w'fi t signature - \A OF MASS z� pAIC1iELE ti� 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS -z THE MASSACHUSE17S STATE BUILDING CODE � CUDILO � o No.34774 STRUCTURAL A WC Guide to Wood Conmuelion is High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)' Check 1.1 SCOPE Compliance Wind Speed(3-sec.gust) . . .... .... ... .. .. .. ..... . 110 mph —. ... ...... ..... ... . ... .... Wind Exposure Category . . ... .. . ..... ... ... .. .. .. . . . .. . . ... .. .. B _ 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2 stories s 2 stories _ Roof Pitch . . . . . .... . . . . . .... ... . .. . .. .. . (Fig 2) I0 i 12- s 12.12 _ Mean Roof Height ... . . . .. . . . .. .. ... ... . .. (Fig 2) . ... .. . .. . . ... .... .�ft s 33' Building Width.W .. . .. . .. .. . ... . .. . ..... (Fig 3) . .. .... .. . . . .. .. .. . 5 ft s 80' — Building Length.L .. . .... . .. .. .. . .. ...... (Fig 3) . . . . .. . ... . . . . . . . .. ft s 80' _ Building Aspect Ratio(L./W) . . .. . . .. . . . . .... (Fig 4) . . .. . .. .. . . . . . . . . . .. 1 %t s 3:1 _ Nominal Height of Tallest Opening' . .. . . .. .. . (Fig 4) . . . . . . ... .. .. . . . . ... '¢`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" %"Anchor Bolts imbedded or%"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing-general....... . ... .. .. . .. (Table 4) '6!r t . .A',f?, S t r'f R�nn F A e";-- � Bolt Spacing from end/joint of plate . .... .. (Fig 5) ... . . ...`.I. .. . . ZI Zin. s 6"- 12" Bolt Embedment-concrete. ....... .... .. (Fig 5)-... . .=in. x 7" _ Bolt Embedment-masonry. .. . .... .. .. (Fig 5) - ' Plate Washer . . ... . ... ... ...... (Fig 5) .. . . .. . . ... ... :. . z 3"x 3.,x,�.. 3.1 FLOORS Floor fmrrdng member spans checked ... .... .. (per 780 CMR 55.00) ... .. . . ...... . _ Maxinm r.Floor Opening Dimension. ....... .. (Fig 6) ...... ........ .. . ...G!Zft s 12' Full Height Wall Studs at Floor O — — 8h Openings less than 2'from Exterior Wall(Fig 6) ...... ....... Maximum Floor Joist Setbacks — Supporting Loadbearing Walls or Shearwall (Fig 7) Maxirraem Cantilevered Floor Joists — Supporting L.oadbearing Walls or Shearwall . (Fig 8) ... .... .. .. .. . . . .. . :... .. _ft s d Floor Bracing at Endwalls ....... .... ..... .. (Fig 9) Floor Sheathing Type 780 CMR 55.00 . .. — Floor Sheathing Thickness .. (per 780 CMR 55.00) . . . .... ... in. 1 Floor Sheathing Fastening ............... (Table 2)Ld nails at fo in edge/LL rin field 4.1 WALLS Wall Height Loadbewing walls ..... ................ (Fig 10 and Table 5 t��?ft s 10' Non-Lroadbearing walls . ...... .......... (Fig 10 and Table 5) ... . .. ... .. s ft S 20' _ Wall Stud Spacing .......... ....... ....... (Fig 10 and Table 5) .. . . ... �in.s 24"o.c. _ WaII Story Offsets ........ ............ .... (Figs 7&8) ..... ... . . .. ..... .. =ft s d _ 4.2 EXTERIOR WALLS' Wood Studs LAadbeanng walls ....... .... ..... ..... (Table 5) 2x --2 ft=in. _ Non-Loadbearing walls .. . ............... (Table 5) ... ... ..2x rQ2 -2 ft 7 in. 1' Gable End Wall Bracing' Full Height Endwall Studs............... (Fig 10) .. .... .. . _ WSP Attic Floor Length . ............... (Fig 11) >J/A ft a W13 Gypsum Ceiling Length(if WSP not used)(Fig "' , 11) � 1 ; . ...r fr20.9W _ y.. .. _ and 2 x 4 C4nrtnuouv Larcra)Brace ®6 R.o. ..(.Fig 1 ............ or t x 3 ceiling furring strips® 16"spacing rein.with 2 x 4 blocking®4 ft.spacing in end joist or truss bays .. .. . . ........ . . . ..... ... .. . . .. ..... . . . . . .. . . . _ Double Top Plate Splice Length. .. .. . . .. (Fig 13 and Table 6) ' S "";•r. ft Splice Connection(no.of 16d common nails)(Table 6) . . . ..... .. 1054 780 CMR Seventh Edition 12/28/07 (Effective 1/l/08) OF n+a & 780 CMR: STATE BOARD OF BUILDING REGLIATIONS AIVD STANDARDSZ hp� MICHELE GN CUDILO APPENDICES o No. 34774 cn Loadbearing Wall Connections U STRUCTURAL Lateral(no.of I6d common nails) Non-Loadbearing Wall Connections (Tables?Z �G 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) : . .. ....... . .. �Zft in. Sill Plate Spans . . .. . .. . . ....... .. .. ... (Table 9) Z ft-L in. s 11' — Full Height Studs(no.of studs) . .. . ...... . (Table 9) I ,�! / Bearing Openings V v� 8 Wall (record largest opening but check all openings for compliance to Table 9) Header Spans...... . .. . . .. .... ... .. ... .. (Table 9) ->�ft - in. s 12',,Sill Plate Spans.... (Table 9) . . . . . .. . . 7• —%, :, Full Height Studs(no.of studs . • ft�in. s 12" �1 1 z_I N is . . . . ..... .. Table 9 ,( ) Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously' . . . . ... p - Minimum Building Dimension,p Nominal Height of Tallest Opening' . . . .... . 6s Sheathing Type . . . .. . . . . (note 4 6'8" — Edge Nail Spacing • • • •• • . . (Table 10 or note 4 if less) . . . ... . . . in. • Field Nail Spacing . .. ... (Table 10 — Shcar Connection(no.of 16d common nails)(Table 10) ' — Percent Full-Height Sheathing .. . .. . .. . .. . . . . . . . . . . . (Table 10). . . ... . ... . .. . . .... . . . . . (�90 )C t 596 Additional Sheathing f Wall with Opening>6'8"(Design Concepts) � � t— Maximum Building Dimension,L5 P )" .' • . G 1 115 ``IH S Nominal Height of Tallest Opening 1 .. ..., . .. . . . "' " . ' s 6'8" Sheathing Type .. . . ... . . .. . . . . (note 4) . . . . ... . . .. . . . . , .. . . . . . . . I/fSP —_ Edge Nail Spacing . . . . .. . . . .. ..... ... (Table i l or note 4 if less) .. . . . . ... 3 tn, Field Nail Spacing ( )Table 1] ... ... ... . . . . . . . �in. — . . .. . . Shear Connection(no.of]6d common nails)(Table 11) Percent Full-Height Sheathing . . (Table 11r —' 5%Additional Sheathing for Wall with Opening>6'8" Design Concepts). .. • . .... . . 2.� i C Wall Cladding �YPJA1 J 6' Rated for Wind Speed? . 5.1 ROOFS — Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang.........:...... (Figure 19 '— Truss or Rafter Connereons at L oadbearing Walls ) �--ft s smaller of 2'or L/3 — Proprietary Connectors Z4 �_<,piv�! LIP- Uplift (Table 12).. ...... . ... '''���ggg��-� /• St M; E Lateral ...:... .... '.......'.......:: liable 12)-......... . I� —(� 2, ...... shear. . . ...... ... . . ..... ... .. .. (Table 12)......... ..... i Ridge Strap Connections,i collar ti of • •••.• S=7 Gable Rake Outlooker 1�21(Table 13).... .. ... .... T p f ... ................. (Figure 20) ..N: ft s smaller of 2'or L/2 Truss or Rafter Connections at Non-Loadbearing Walls — Proprietary Connectors Uplift . .. ..... ..... ............ (Table 14)................ .... U=_lb. Lateral(no.of 16d common nails) ....... (Table 14 — Roof SheathingT ••..•••• .•. • L=—Ib. Type ..••••.. ....... ...... (per 780 CMR 58.00 and 59.N _— Roof Shesthing'ITtickrtess .....:......... . --> )....... ... '. Roof SheathingFastening • ...........,........ i 7/16",WSP g (Table 2) Notes: :. I. 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 I,V the checklist is met in its entirety then the following metal straps and hold downs are not required per the WKM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Scrape per Figure I 1 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer 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. e,«�;o� snag x a m;nimum 2 in.nominal thickness pressure treated M2-grade. 4. a. From Tables 10 and I 1 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements 12/28/07 (Effective 1/1/08) 780 CMR-Seventh Edition ` 1055 A WC Guide to Wool Construction in Nigh Wind Arrnst I/0 irrph.Whirl Zoi,e Massachusetts Checklist for Complia nee 080CMR5301.i i) 41Y Nt1j 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. Upper 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 *4*14 TM EDGE RESTS ON RIIAMMK3 UM et!NAL$ ATAbt . /1 it r' N 11 11 11 11 PI M 11 II ee el 11 /1 ii ri•� n iti u u a n ar N i1 11 u 11 1.1 /1 11 /1 11 11 11 11' 11 N ' 11 11 See befall on Next Page Vertical and Horizontal Nailing . for Panel Attachment AIVC Guide to Wood Cou.clructim in High IViud Areus' IIO'mph lViud Zone Massachusetts Checklist for Colin plianee (78o cntR S30l.2.I.n,' �P-Ai&i((L l� t: < t . o FPAMHG MEMBERS 31 MW. L_ STA.(� K 1WL PATIEAN / PANEL PAWL EDGE ! DOUBLE MML EDGE SP*XMG DEfAL Detail Vertical and Horizontal !Jailing for Panel Attachment �f GENERAL NOTES AND MATERIAL SPECIFICATIONS: FOUNDATIONS 1. All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. For site location and grading information,see Site Plan,by others. 3. Assumed net allowable soil bearing capacity,q=3000 psf,for a medium sand/gravel composition. Other soils encountered. contact the Engineer of Record. 4. Concrete: Minimum 28 day strength,Pc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code, latest issue,maximum slump=4". a.) Anchor bolts ASTM A307 galvanized,min. 5/8"diameter, 12"long,w/2-1/2"hook spaced "o/c,or in concrete piers w: Simpson ABU-series base; SPACED 2' o/c for slab-on-grade construction(i.e.Garage,Basement,etc.). FRAMING 1.All workmanship to conform to the requirements of the Massachusetts State Building Code, latest edition. 2. Structural Design Loads: Dead Loads: Actual Weight of Building Components Live Loads: Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf - Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=60 psf Wind Load : Criteria used for 110 MPH Exposure B.unless noted otherwise 3. Structural Steel: (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint.Thru-Bolts: ASTM A307, 1/2"diameter;punched holes: 9/16"diameter. b. Welds: Shop weld cap and base plates to columns;shop weld bearing plates to beams;use E70xx electrodes. Alternatively,field weld by certified welders. c. Deflection Criteria: L/360 total load deflection. 4.Timber Framine: a. All new timber framing: Spruce-Pine-Fir No,2 with Fb=1-000psi,E=1,300,000 psi,or better. b.Pressure treated timber(P.T.):Southern Pine with Fb=1300 psi,E=1,600,000 psi,or better. c. Laminated Veneer Lumber:All L.V.L. shall be 1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi, Fv=285 psi.Fc_per=750 psi, Fc_par=3035 psi. Parallam(PSL): All PSL shall be min. 1.9E ES with Fb=2900 psi,E=1,900 ksi.Fv=285 psi, Fc_per-750 psi, Fc_par--2900 psi. Note that Microllam and Parallam may be used interchangeably.. 1. Deflection Criteria: L/480 Live Load, L/360 Total Load 2. Optional: Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5. Metal Connectors: As manufactured by Simpson Strong-Tie Co. shall be handled and installed per manufacturer requirements,with all nail holes filled,with the size nail as specified by mfgr.or herein. a. Rafter to Ridge Beam: Simpson LSSU-series,or Simpson Straps over top of plywood, spaced 16"_o/c: Rafter to Ridge Plate: Collar ties min. 1 x6@ 16"o/c at top or Simpson Straps over top of plywood spaced 16"o/c b. Rafter ends to top plate: Simpson H2.5A c. Band Joist: Simpson straps at 48"o/c: CS-14R-50.5"centered at band joist 6. Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise. Bolt holes in wood shall be 1/32" larger than bolt diameter. Bolt heads and nuts shall bear on standard malleable iron washers,or square plate washers.All nuts shall be retightened at completion of job. 7. Blockine: a. Blocking shall be solid blocking,2x minimum,and full depth of member. b. Stud Walls:provide blocking at 8'-0"o/c,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building corners. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea. side Blocking Between Studs 2=10d toenails ea.end,or 2-16d end-nails ea. End d. New Framina: Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges..attach plywood edges to this blocking 8.Nailing Schedule: OF►ASg All nailing shall be in accordance with Appendix 120.Q,unless noted herein specifically. Multiple Studs 16d @ 12"staggered 2`JM%CtifIE a.All nails shall be common wire nails. 0 CUD%%- m b. Su -bore where:nais tend to 9. Headers less than 4'0",use 2'2x6;all theirs per MA State Building Code T I4 and 2). Y ° Na 34 URAL : . MIC ELE CUDILO .E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Moaaaahuaetta 02632 QLp (fMtoVlt_Le 5eq", PL_ Drawn By: MC Date: s- Z i Drawing �4I-r NjA l tale: AS NOTED Rev. p K �'' I File Nome:14QV0ZV, Project No.: I/ L,'j VVIIH b:l AZ)PLUI RAIIU USED WIIH CONTINUOUS WOOD STRUCTURAL PANEL SHEATHING • ------ ----- -----.._.. ------------------------------------------------------------- --------------------------------------------------------------------.....---...-.-._... OUTSIDE ELEVATION SIDE ELEVATION Extent of header (two braced wall segments) ---- —Extent of header (one braced wall segment) �I Pon °� _s a ifa : Braced wall segment Sz, 4 .--Min. 1,000 lb wall tension stra per IRC Table R602.10.4 I ; p -ieight Strap shall be ---� s a- `- ti.3}'• I ¢ ,, centered at ! e ° °". tiyYz �y �} ���4'iY`�h�`ti?i�:+ �� `ls }xy" n . 1 bottom of I } s��" � �� '1't,t�,yta'}�h'�Y�n s�� ��t 4�•S5 8 , r i i 1' ' header. , • b A ,;:n ,.C,p`�x'�a a?e...i.\+�k'�,,.n' 7 £ a�.:- 1��Y",. t 9 ? I � ° ° 4 °:,I t: I 2 io 18 (finished opening width) 1 16d sinker Fasten sheathingto header with 8d common ;I nails (0.148" r i Ir l: K. nails (0.131 It x 2-1/2II) in 3" grid pattern as shown a 1 x 3-1/4') in ,I I and 3 o.c. in all framing (studs and sills) typ. 2 rows I a ht' ;•;° '' Header shall be fastened to the king stud with 6-16d sinker nails (0.148" x 3-1/4") MMR• Wood strut I9t }'•'O J .�•� ;}� !' 'i hi,`r� 1 i : tural ,1,• Minimum 1,000 lb strap shall be panel �;; a,5 i I P 10' I•;9't ;o;b centered at bottom of header and installed must be max. on backside as shown on side elevation'' k Y •$� I i"� �1 �w'; continuous I. �� , .I t4 from to of height ;o: leloi�` Wyk }xtz4ti I io•{ 9e, i P +.I --- For a panel splice (if needed) W wall to bottom ,•l, panel edges shall be blocked and "It ��TY��I�; ;�;1� t4a, of wall, or ,I k �y v l'•.k'`�+yi�-i '•1`i`�7 i•i n . occur within middle 24 of wall height ,f from top of Wall to •'' i4i Wood structural panel strength axis N�, ��tq i•,f ,al permitted , I � I:1; splice area Min. number of studs shown`' ° Min. length based on 6:1 aspect ratio. a, I 7/16" min. �I• : s For example:l 6 min, for $ height. 10I ?i, thickness _.. - swood structural -=-� --- __� J panel Anchor bolt per IRC Table R403.1 .6 typ, sheathing Min. 2"x2"0/16" plate washer No. of jack studs per e: IRC Table R502.5(1&2) ee Table 1 Not to scale OVER CONCRETE OR MASONRY BLOCK FOUNDATION Form No. J740 ■ C 2008 APA - The Engineered Wood Association ■ www.o -- — ---------- --=------- L-�Ih --- -- ------------ --- ---- - ..._ MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane, Centerville, Massachusetts 02632 C)C.t C►eAq LoVt the j� Vol Drawn By: MC Date: D Y'�dl�l� s, /— Score: AS NOTED Rev. p File Nome: Project No.: ell_ - � S K t, N REScheck Software Version 4.4.1 Compliance Certificate Project Title: Swatt Residence Energy Code: 2009 IECC Location: Hyannis,-Massachusetts Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 6137 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: Old Craigville Beach Rd. Capewide Enterprises Hyannis,.MA Compliance:13.0%Better Than Code Maximum UA:23 Your UA:20 The%Better or Worse Than Code index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. '�il'C1ALJ7 Ceiling 1:Flat Ceiling or Scissor Truss --- --- -- --- -- Exemption:Framing cavity filled with insulation. Wall 1:Wood Frame, 16"o.c. — — — — — Exemption:Framing,cavity.not exposed. Window 1:Metal frame with Thermal Break:Double Pane with 65 0.300 20 Low-E Floor 1:All-Wood oist/Truss:Over Unconditioned Space -- — — -- — Exemption: ra ng_cavity filled with insulation. Complian Stat ment. The proposed building design described here is co stent with the building plans,specifications,and other calculatio sub itted with the permit application.The proposed bui g been designed to meet the 2009 IECC req irements in F RESche Ve n .4 and to comply with the mandatory,requir a st d in the REScheck Inspection Checklist. ra/fo F C-LA(M S rr // Nam - ture Dat Project Title: Swett Residence Report date: 05/09/11 Data filename:C:\Documents and Settings\Shawn\My Documents\REScheck\Swatt.rck Page 1 of 4 Ff �� REScheck Software Version 4.4.1 Inspection. Checklist Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss Exemption:Framing cavity filled with insulation. Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c. Exemption:Framing cavity not exposed. Comments: Windows: ❑ Window 1:Metal Frame with Thermal Break:Double Pane with Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space Exemption:Framing.cavity filled with insulation. Comments: Air Leakage: ❑ Joints(including rim joist junctions),attic access openings,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed with caulk,gasketed,weatherstripped or otherwise sealed with an air barrier material,suitable film or solid material. ❑ Air barrier and sealing exists on common walls between dwelling units,on exterior walls behind tubs/showers,and in openings between window/door jambs and framing. ❑ Recessed lights in the building thermal envelope are 1)type IC rated and ASTM E283 labeled and 2)sealed with a gasket or caulk between the housing and the interior wall or ceiling covering. ❑ Access doors separating conditioned from unconditioned space are weather-stripped and insulated(without insulation compression or damage).to at least the level of insulation on the surrounding.surfaces.Where loose fill insulation exists,,a baffle or retainer is installed to maintain insulation application. ❑ Wood-burning fireplaces have gasketed doors and outdoor combustion air. Air Sealing and Insulation: ❑ Building envelope air tightness and insulation installation complies by either 1)a post rough-in blower door test result of less than 7 ACH at 33.5 psf OR 2)the following items have been satisfied: (a)Air barriers and thermal barrier.Installed on outside of air-permeable insulation and breaks or joints in the air barrier are filled or repaired. (b)Ceiling/attic:Air barrier in any dropped ceiling/soffit is substantially aligned with insulation and any gaps are sealed. (c)Above-grade walls:Insulation is installed in substantial contact and continuous alignment with the building envelope air barrier. (d)Floors:Air barrier is installed at any exposed edge of insulation. (e)Plumbing and wiring:Insulation is placed between outside and pipes.Batt insulation is cut to fit around wiring and plumbing,or sprayed/blown insulation extends behind piping,and wiring. (f) Comers,headers,narrow framing cavities,and rim joists are insulated. (9).Showerttub on,exterior.wall:.Insulation,exists,between.showers/tubs and exterior wall. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of O.M.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Project Title: Swatt Residence Report date: 05/09/11 Data filename:C:\Documents and Settings\Shawrift Documents\REScheck\Swatt.rck Page 2 of 4 Materials Identification and Installation: Cj Materials and equipment are installed in accordance with the manufacturer's installation instructions. O Insulation is installed in substantial contact with the surface being insulated and in a manner that achieves the rated R-value. Materials and equipment are identified so that compliance can be determined. ci Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ci Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Duct Insulation: Cj Supply ducts in attics are insulated to a minimum of R-8.All other ducts in unconditioned spaces or outside the building envelope are insulated to.at least R-6. Duct Construction and Testing: Building framing cavities are not used as supply ducts. All joints and seams of air ducts,air handlers,filter boxes,and building cavities used as return ducts are substantially airtight by means of tapes,,mastics,liquid sealants,gasketing_or other approved closure systems.Tapes,,mastics,and fasteners are rated UL 181A or UL 181 B and are labeled according to the duct construction.Metal duct connections with equipment and/or fittings are mechanically fastened.Crimp joints for round metal ducts have a contact lap of at least 1 1/2 inches and are fastened with a minimum of three equally spaced sheet-metal screws. Exceptions: Joint and seams covered with spray polyurethane foam. Where a partially inaccessible duct connection exists,mechanical fasteners can be equally spaced on the exposed portion of the joint so as to prevent a hinge effect. Continuously welded and locking-type longitudinal joints and seams on ducts operating,at less than 2 in.w.g.(500 Pa). Duct tightness test has been performed and meets one of the following test criteria: (1)Postconstruction leakage to outdoors test:Less than or equal to 8 cfm per 100 ft2 of conditioned floor area. (2)Postconstruction total leakage test(including air handler enclosure):Less than or equal to 12 cfm per 100 ft2 pressure differential of 0.1 inches w.g. (3)Rough-in total leakage test with air handler installed:Less than or equal to 6 cfm per 100 ft2 of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (4)Rough-in total leakage test without air handler installed:Less than or equal to 4 cfm per 100 ft2 of conditioned floor area. Heating and Cooling Equipment Sizing: Additional requirements for equipment sizing are included by an inspection for compliance with the International Residential Code. LI For systems serving multiple dwelling units documentation has been submitted demonstrating compliance with 2009 IECC Commercial Building_Mechanical and/or Service Water Heating,(Sections 503 and 504). Circulating Service Hot Water Systems: Circulating service hot water pipes are insulated to R-2. Circulating service hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: ❑ HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-3. Swimming Pools: L]_ Heated swimming pools have an on/off heater switch. Lj Pool heaters operating on natural gas or LPG have an electronic pilot light. Timer switches on pool heaters and pumps are present. Exceptions: Where public health standards require continuous pump operation. Where pumps operate within solar-and/or waste-heat-recovery systems. Heated swimming pools have a cover on or at the water surface.For pools heated over 90 degrees F(32 degrees C)the cover has a minimum insulation value of R-12. Exceptions: Covers are not required when 60%of the heating energy is from site-recovered energy or solar energy source. Lighting Requirements: A minimum of 50 percent of the lamps in permanently installed lighting fixtures can be categorized as one of the following: (a)Compact fluorescent P• Project Title: Swatt Residence Report date:05/09/11 Data=filename: C:\Documents and Settings\Shawn\My Documents\REScheck\Swatt.rck Page 3 of 4 (b)T-8 or smaller diameter linear fluorescent (c)40 lumens per watt for lamp wattage<=15 (d)50 lumens per watt for lamp wattage>15 and<=40 (e)60 lumens per watt for lamp wattage>40 Other Requirements: 0 Snow-and ice-melting systems with energy supplied from the service to a building shall include automatic controls capable of shutting off the system when a)the pavement temperature is above 50 degrees F,b)no precipitation is falling,and c)the outdoor temperature is above 40 degrees F(a manual shutoff control is also permitted to satisfy requirement'c'). Certificate: LI A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment.The certificate does not cover or obstruct the visibility of the circuit directory label,service disconnect label or other required labels.' 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't� a�S: ReBorve EXTERIOR DECK CONNECTION scALE:,•.,w• owswwonuueBA - DECK FRAMING PLAN A2 �dB�m„ n• zn• a-,a r-r m-n• DttO q,vlEA - 9S _ FOOFF 1W3aa2 TWN3f0 rvrsasx vuv[o0E .• - •• >WtO�LbU1q NUM.OUNEA .. 9 4 ei_1 BEDROOM0 BEDROOM Q1OPEN TO s@waEwAu -9 4 ,V �` .BELOW C/� _. wood snEwEs V J J W0Z oo 1- STORAGE 0 m � !�^ ¢U 0� no.e ausnEn,•o vEiuw LL z rr� o°srirr6eraw anEwsions W l I In ¢ xXtx nmCiE c t . 910£WnOJ055 3 �HL'S� SECOND FLOOR PROPOSED M nNG FWN AnON u,a rmrlEFs BEDROOM' - Hy�� 0 AM TYPICAL SECTION w'ZW++4�u ,.p,{. Igo. --E o.. riune NTS Ai1cI .3 ; co U MASTER BEDROOM I� MASTER BATH $ - O. 'a II F w m Z W �Q SIMG FLOOR J014i6 -- — _ .✓ ur"'^C W W ;-K N. hro S�tkf rty V1 g • 3_OIUOEO f ¢Z a I 0 IL n saUCTn 1fk-:L�; cc TING BASEMENTsu.°Oi — Awl �(yy"�J'_�r/y.I W.IE S01/11 Fe L Ak��NaJn G REvmoRs PAB SECTION A A3 Y 2X70 FLOOR JOISTS OR 91/2'TA FLOOR JOISTS @ 16'O.C. I M1\ II u) J - - - - 1 cx r S 9 I Z J Q $ $ O a .: .� 11- W y xO O b I . I �Z dl a� 1 W a Z.6 N ------ ---------4-1- t-1 2X70 RAFTERS/CEILING JOISTS @ 16-O.C. 2 , SECOND FLOOR FRAMING PLAN lil �1 I i lil O Z N 2 z y U 2 cc Q " W > N WO Z ICMELf - O zz U m - cumw �7 d a 9 a U OS ROOF FRAMING PLAN P- A4 DUCT LEAKAGE TEST ■ S,f Co Pa Date of Test: 8115/11 Technician: Patrick Franey Test File: Untitled Customer: Rick Ta ano-Swatt Residence Building Address: 342 Old C�aigville Rd;; Centerville, MA Phone: Fax: ' Test Results 1. Measured Duct L akage: 112.1 CFM 121.1 sq. in. (+1-0.0 %) 2. Duct Leakage as a.Percent of System Airflow: 8.0% 3. Duct Leakage as a Percent of Building Floor Area 7.5°/ 4. Leakage Split: Supply Side: 56.0 CFM 110.6 sq. in. Return Sider 56.0 CFM / 10.6 sq. in. 5. Duct Leakage Ci.rve: Flow Coefficient(C): 16.2 Exponent(n): 0.600(Assumed) 6 Test Settings: Test Mode: Pressurization Test Pressure: 25.0 Pa Equipment: Series B Minneapolis Duct Blaster, S/N 123 Test Type: Total Leakage (Duct Blaster Only) Estimated.Efficien y Loss from Duct Leakage. 1. Annual System Mciency Loss: 6.0 % Building and System Parameters: Floor Area: 1500 sq.ft. Average Supply Operating APressure: 26.0 Pa Sy tern Airflow: 1400 CFM Average Return Operating Pressure. 26.0 Pa Supply Leakage Split: 50 % Supply Leakage Penalty: 1.0 Return Leakage Split: 50% Return Leakage Penalty: 0.5 Percentage of Measured Leakage Connected to Outside: 100% (112.1 CFM) r' DUCT LEAKAGE TEST Page 2 Date of Test: 8/15/11 Test File: Untitled Data Points-Data Entered Manually: Duct Fan Fan Flow Fan % Error Configuration Pressure (Pa) Pressure (Pa) (CFM)--------------- 0_0 n/a 25.0 313.1 112 0.0 Ring 3 Comments Patrick M. Franey BPI Lic#5024585 MA, Dept Public Safety Lic#08-04-1567 Tested complete ins alled system with registers and air handler installed. ,5n�'-539-86�8 PLOT PLAN OF LAND CLIENT FILE NO. 1971 DEED REF: BOOK 24910, PAGE 118 OWNER: MAGDALENE C. LEON PLAN REF: PLAN BOOK 118, PAGE 123 LAND COURT CERT. OF TITLE: ADDRESS: 342 OLD CRAIGVILLE ROAD LAND COURT PLAN: HYANNIS, MA ASSESSORS MAP: 247 LOT: 18 /► �L�-CROP / lx,�,,�. IN U.P.#273117 GUYWIRE 39 oFe cUw 15 00 \ e \ E� o MAP 247 PARCEL 17 2 MAP 247 PARCEL 18 0 0, 7,500 S.F. MAP 247 12'x 12'DECK PARCEL 196 #342 EXISTING 3-BEDROOM ` \ DWELLING HC• 1 a "mark T 'fir Nail Set in Fence OF=40.1't Elev.=40.00' Aix.M.S.L. 8x7' r 14• \ • y PROP'CIO 39xT \• XISTING LEACHING PR TO BE TP 1 —39� REMOVED 8 REPLACED WITH CLEAN EXISTING CESSPOOL TO BE REMOVED 8 REPLACED \ WITH CLEAN COARSE SAND PER 310 CMR 255(3) o (5 TP 39. COARSE SAND PER 310 CMR 255(3) \ \ \ ROPOSED ARC 36HC(#36168D)H-20 \ BK)DIFFUSERS COUPLING(TYP OF 3) Q .m ,z PROPOSED1= 1a (, (4 GALLON SEPTIC TANK \ (6 \ \ 0. 1 �39 �(�'I, 2 / ' \ o• _( Q 9x5RDPOSED 4•PVC VENT PIPE; - EXACT LOCATION PER OWNER m 0� TREEUNE ITvM 17 S1'\�2��4% 9xT ROPOSED INSPECTION e• 5 PORT OW OF 3) X 1 OPOSED TOTAL 18 ARC 36HC(#36168D)H-20 1�9\ FEwGE Y x ROP.DISTRIBUTION BOX BIODIFFUSERS IN FIELD CONFIGURATION MAP 247 PARCEL16 MAP 247 PARCEL15 I hereby certify that the lot comers, dimensions, and setbacks to the JC ENGINEERING INC deck as shown on this plan are correct. Conformance to the Town of Barnstable By-Laws and Regulations shall be determined by Zoning 2854 CRANBERRY HIGHWAY Officer. EAST WAREHAM, MA 02538 TEL. (508) 273-0377 FAX. (508) 273-0367 �P�ZN 0`h1�gsq�,y oar G�FTf DATE: AUGUST 1, 2011 SCALE: 1 = 20' JONN�• CH NoC48066 R A REVIEW OF FLOOD INSURANCE RATE MAP COMMUNITY PANEL 4' I NUMBER 250001 0008 D , DATED JULY 2, 1992 HAS BEEN CONDUCTED AND TO THE BEST OF MY INTERPRETATION,THIS DWELLING IS IN FLOOD ZONE C. Date Profes onal Land Surveyor JOB#1971 - -- --- - " ° PROPOSED VENT WITH CHARCOAL TOP OF FOUNDATION= 40..1'* INISH GRADE OVER D-BOX= 39.7'± 4 SCHEDULE 40 PVC MIN. SLOPE 1 r6 FILTER TO ABOVE GRADE FINISHED GRADE OVER BIODIFFUSERS 39,3' - 39.7' GENERAL NOTES �- PROVIDE EXTENSION RISER E SLOPE 2%MIN. I. UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION WITH COVER OVER INLET& REMOVABLE WATER-TIGHT COVER OVER INSPECTION PORT WITH METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL FINISH CRADE`OVER TANK EL.= ACCESS BOX TO WITHIN FINISHED GRADE OUTLET TO WITHIN 6"OF F.G. , RISER TO WITHIN 6"OF FINISHED GRADE „ CODE AND ANY APPLICABLE LOCAL RULES. 38:9± 5"DtA.OUTLET(S) 3 OF F.G. (ONE PER ROW) FOUNDATION= 39.5t 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE 20"MIN.ACCESS 36"MAX. I DESIGN ENGINEER. COVER(3 TYP.) 9"MIN. I N9"MIN. 4.5'MAX. 1.2'COUPLING 3• 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL PROP. PVC PROP. PVC 36 MAX. SEE NOTE 21 TOP OF SAS/B.O. = 35"20 SYSTEM UNLESS OTHERWISE NOTED. SEWER PIPE (TYP OF 3) SEWER PIPE 4. TO PREVENT BREAKOUT,THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN ,, r 2".DROP MIN. " - " PROVIDE WATERTIGHT k ?r If'r MiN rn oar�g+M Ei 3 "D���,MAX. g n .." I,.-2 t 4 ,� LL _ � ELEVATION =35.20 FOR A DISTANCE OF 15 AROUND THE PERIMETER OF THE SAS. UNLESS A JOINTS(TYP.) 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND IHE I'OP OF -- MiN.s�oaee�x 1.33' THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. gip" 4"PVC IN FROM Q �38.1�* 14" SEPTIC TANK 4"PVC OUT TO (TYP.) tt 16" 36,75 0.90' 10.75"(TYP) I 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. LEACHING FACILITY j 37.00' I 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. OUTLET TEE` 36.65 MIN. 36,48 34 77' 33.87' (laid flat) 2.875'(34.5")-� (STONELESS SYSTEM) 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 48" (TYP.) 6"CRUSHED STONE 5.01 FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS GAS BAFFLE OVER MECHANICALLY (TYP-) 5'MIN. 8.625' NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 17.7'TO FND COMPACTED BASE AND DESIGN ENGINEER. 31.2' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM OF 40.00'ESTABLISHED ON TOP OF A 6"CRUSHED STONE 5 OUTLET DISTRIBUTION BOX OVER MECHANICALLY TO BE INSTALLED ON A LEVEL STABLE GROUND WATER ELEV.- < 28.80' NAIL SET IN A FENCE POST AS SHOWN ON PLAN. BASE.'FIRST TWO FEET OF OUTLET 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION COMPACTED BASE PIPES TO BE LAID LEVEL. PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK (H-10) BIODIFFUSERS PROFILE BIODIFFUSER END VIEW THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES LENGTH 10' 6 WIDTH 5, 8 DEPTH 5' 1 (Dimensions perwggin CROSS SECTION VIE1M TO THE DESIGN ENGINEER. *CONTRACTOR TO VERIFY THIS ELEVATION SEPTIC TANK PROFILE Precast Corp.,Pocasset,MA) DISTRIBUTION BOX DETAIL ARC 36HC (#3616BD) H-20 BIODIFFUSERS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC.STRUCTURES SHALL BE MADE WATERTIGHT. &REPORT TO ENGINEER IF DIFFERENT NOT TO SCALE NOT TO SCALE NOT TO SCALE 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING • ; • '�ti • • • TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM • " ' •• • • •° APPROPRIATE AUTHORITY. t r , • a• ' • � PERC NO. 13240 SWING-TIES ', to ' y . 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS INSPECTOR: David W.Stanton, R.S. y , O LOCATED UNDER PAVEMENT, DRIVES OR TRAVELED WAYS IN WHICH CASE P� FICA HC-2 II . ' • 0 ?10 DESCRIPTION aI • EVALUATOR: Michael Pimentel, E.I.T. THEY SHALL WITHSTAND H-20 LOADING. G �� 1 SEPTIC COVER IN 1 24.4' 32.4' ,' !rs C.S.E.APPROVAL DATE: Oct. 1999 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. ' • 's i U.P.#273/17 ( ) �` �O� SEPTIC COVER OUT 2 30.4' 38.9' • �• •� t * DATE: April 8,2011 d G `O��A O 4 • © ,• • • ! 14. WHERE REQUIRED CONTRACTOR SHALL REMOVE ALL LOAM SUBSOIL AND UNSUITABLE Off' `p�0 / 3 ,xy TEST PIT#: 1 MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. �,;i �, �� „ _ nnA' " REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, i I k, r . BIODIFFUSER CORNER(3)� •:,38'.3 �.,,, , ` R ' ELEV TOP=' k� 39.30" FINES OR OTHER UNSUITABLE MATERIAL 1N ACCORDANCE WITH 310 CMR 15.255(3). 10" z �I x BIODIFFUSER CORNER(4) 31.6' 31.0' M �. ELEV WATER= <28.80' 15 CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN GUYWIRE r ` r SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. BIODIFFUSER CORNER 5 57.6 30.1 O i � �• PERC RATE _ <2 min./inch 16. PROPOSED PROJECT IS LOCATED WITHIN: ar " " '� i U / � BIODIFFUSER CORNER(6) 61.6' 37.9' ~` �. • • * s yr" LOCUS : DEPTH OF PERC= 48 -66 N/ y M� 39 � \ " • * ASSESSOR'S MAP 247 PARCEL 18 ao '( �IEMiV- A"`Z0� 0 \ \ \ • a• a rd' `' TEXTURAL CLASS: 1 m OF p P� Qp• 7c N +� • r; OWNER OF RECORD: MAGDALENE C. LEON a O � s o,< � . . ••• , ADDRESS: 149 FOREST ROAD _, fl� �, �` o 'o, ` �w • . 0" 39.30' WARREN, ME 04864 . • n 1r • �� \ L T. ' : s; �f�` ii • a � r =1�' • '� Fill FEMA FLOOD ZONE C MAP 247 �• • u 12 COMMUNITY PANEL# 250001 0008 D } 38.30' ' •• . • Loamy Sand 17. DEED REFERENCE: DEED BOOK 24910, PAGE 118 PARCEL 17 . , ae a . •' . + A 10Yr 3/1 •! 16" 37.9T 18. PLAN REFERENCE: PLAN BOOK 118, PAGE 123 39_` ` • •. • r rr r B Loamy Sand ,� • r 37 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. r . s• t OYr 5/6 r r " 3 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY / �r •. �,, , 48 35. 0 MAP 24a ec� +. . . , + • „ <: FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY • +� ;• • Pere FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2 •. v w' r PARCEL�18 � - .��,_ , .__ -� _ _.. _ _ . . _ _ _ _ d . . LEJ 33 O 3 • ! 15.405, r a � --- _._._�.. �_.._ __. : . _ _ ,._._ _ _ . : _ .. _.•._, .. _._ I AN MR 'THE FOLLOWING L GRADE _ - -_ _�__. r _ _- _.�._.____. _.21. .._. N ACCORD CE WITH 310 C LOCAL UP O d 7r500 S.F. -3 � �� • a� r r • _ - .,,.... � \ ,c ` 11 � ■ , ,• +• APPROVAL IS REQUESTED FROM 310 CMR 15.221 (7). pro!'!'11 it a (1.) A 1.5 WAIVER(3.0-4.5)FOR THE MAX. COVER OVER THE PROP. LEACHING SYSTEM. • . • ' . C Medium Sand 2.5Y 6/6 MAP 247 6" PARCEL 196 \ LOCUS P LA N EXISTING 6" SCALE: 1"= 1000' LEGEND 3-BEDROOM t 126" 28.80' DWELLING 14 1 Benchmark 50x0 EXISTING SPOT GRADE ,X ,c f No Mottling, Standing Weeping Observed \ TOF=40.1± HC- Nail Set 6n Fence - - - 50 - - - EXISTING CONTOUR 6" \ Elev. =4Io.00' TEST P i T DATA \ S 39 A DESIGN DATA Approx. M.S.L. INV.=38.3'± { PERC NO. 13240 50 PROPOSED SPOT GRADE B.H. �` \ 38xT INSPECTOR: David W.Stanton, R.S. 50 PROPOSED CONTOUR \ 18" 14" \ NUMBER OF BEDROOMS(DESIGN) 3 EVALUATOR: Michael Pimentel, E.I.T. \ \ DESIGN FLOW 110 GAL/DAYBEDROOM E/T/C EXISTING OVERHEAD UTILITIES HC-1 \ C.S.E.APPROVAL DATE: Oct. 1999 TOTAL DESIGN FLOW 330 GAL/DAY , _- _ PROP. C/O 39xT TP 1 \ � EXISTING LEACHING PIT TO BE ° DATE: Apri18, 2011 -�,v -- �/ EXISTING WATER LINE i TP I -39� REMOVED& REPLACED WITH CLEAN DESIGN FLOW X 200 /o = 660 GAIL/DAY TEST PIT#: 2 _-___ _ n - EXISTING CESSPOOL TO BE REMOVED & REPLACED TP 2 COARSE SAND PER 310 CMR 255 (3) - ,G,-5 ~--- -- EXISTING GAS LINE WITH CLEAN COARSE SAND PER 310 CMR 255 (3) ° ►� No (5 39.3' USE PROPOSED 1,500 GALLON SEPTIC TAINK ELEV TOP= 39.30' \ PROPOSED ARC 36HC(#3616BD)H-20 r < X-X-X-X-X-X- EXISTING FENCELINE BIODIFFUSERS COUPLING(TYP OF 3) ELEV WATER= 28.80 ,Z PERC RATE TEST PIT LOCATION PROPOSED 1,500 �� "7 1 " (1 (4 31. 100' '\ INSTALL 18 ARC 36HC (#3616BD) H-20 BIODIFFUSERS DEPTH F = GALLON SEPTIC TANK 4�� DE O PERC O O O PROPOSED 1,500 GALLON SEPTIC TANK C SYSTEM CAPACITY TEXTURAL CLASS: 1 \ (6 o PROPOSED 4"SOLID SCHEDULE 40 PVC PIPE 18 1 Xf (TOTAL L.F.OF BIOS&COUPLINGS)(4.8 SF'/LF)(0.74 GPD/SQ.FT.)= GPD. �39x5' " Q PROPOSED DISTRIBUTION BOX 39- �X 3 SQ.FT.)= 332.4 GAL. LEACHING/DAY 39.30 (2 9 .6 4 8 SF/LF 7 A 0 10" (0 4 G U 1 r ,:, � :� ii.�l '•k.�t/� 1i 1.�, I' i !�')_ "1 ry1 , .. .. " ' `...I•;� i .,, p r i 1�. G.-.ra ' .r n( r_' 1 ILA-eRObOS�ED 4 PVC VENT'PIPE' " Fill Q PROPOSED ARC 36HC(#3616BD)H-20 BIODIFFUSER \ 18" a(3 5" 1 " EXACT LOCATION PER OWNER I \ T 10" 0 0,50 TOTALS: A 2" Loamy Sand 38.30' _ 0 PROPOSED ARC 36HC(#3616BD)H-20 COUPLING REEurvE(NP) 39x3' PROPOSED INSPECTION 16" 10Yr 3/1 37 97' 12 s° �XSX 115. PORT(TYP OF 3) TOTAL NUMBER OF BIODIFFUSERS: 18 TOTAL NUMBER OF COUPLINGS: 3 B Loamy Sand X,X PROPOSED TOTAL 18 ARC 36HC(#3616BD)H-20 10Yr 5/6 BIODIFFUSERS IN FIELD CONFIGURATION TOTAL LEACHING AREA: 449.3 SQ.FT. REV. DATE BY APP'D. DESCRIPTION TOTAL LEACHING CAPACITY: 332.4 GAL./DAY " 48 35.30 PROPOSED SEPTIC SYSTEM UPGRADE PROP. DISTRIBUTION BOX MAP 247 �• NOTE: PREPARED FOR: PARCEL 16 EFFECTIVE LEACHING AREA OF 4.80 SF/LF OBTAINED FROM THE CAPEWIDE ENTERPRISES DEPARTMENT OF ENVIRONMENTAL PROTECTION APPROVAL LETTER Medium Sand "MODIFIED CERTIFICATION FOR GENERAL USE"ISSUED TO C 2.5Y 6/6 ADVANCED DRAINAGE SYSTEMS,INC.ON OCTOBER 3, 2003(LAST LOCATED AT MODIFIED JANUARY 11,2011). TRANSMITTAL NUMBER=W000052. 342 OLD CRAIGVILLE ROAD MAP 247 NOTES: HYANNIS, MA PARCEL 15 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE 126" SCALE: 1 INCH = 10 FT. DATE: APRIL 10, 2011 OF EACH SEPTIC SYSTEM COMPONENT. 28.80 0 5 10 20 40 FEET No Mottling, Standing or Weeping Observed �H OF MASSq 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OFF JOHN L. ��, PREPARED BY: THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH RESERVED FOR BOARD OF HEALTH USE ��\ CHURCHILL JR, JC ENGINEERING, INC. TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL aI o 2854 CRANBERRY HIGHWAY BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. �ipF F� EAST WAREHAM, MA 02538 ' 3.) PROPERTY IS LOCATED WITHIN A DEP APPROVED ZONE 2 AND THE "� s I SITE PLAN 508.273.0377 ESTUARINE WATERSHEDS. -F - SCALE: 1"= 10' - -__ ____-- -.- - Drawn By: MCP Designed By MCP Checked By:JLC JOB No.1971