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HomeMy WebLinkAboutBuilding PermitsTYPE OR PRINT CLEARLY MASSACHUSETTS UNIFORM APPLICATION FOR A PERMIT TO PERFORM GAS FITTING WORK CITY I YARMOUTH '� MA DATE oZ,;kj PERMIT # JOBSITEADDRESS[—/9 raPfCY/"S_/�JCCf� f�ClC1.0WNER'SNAME/p OWNER ADDRESS TEL OCCUPANCY TYPE COMMERCIAL L EDUCATIONAL '— L� u RESIDENTIAL[! NEW: ✓ RENOVATION:LI REPLACEMENT:C PLANS SUBMITTED: YESLI NOLI APPLIANCES i FLOORS— BSM 1 2 3 4 5 6 7 6 9 10 11 12 13 14 BOILER BOOSTER CONVERSION BURNER COOK STOVE LUC DIRECT VENT HEATER DRYER FIREPLACE FRYOLATOR FURNACE GENERATOR GRILLE INFRARED HEATER LABORATORY COCKS MAKEUP AIR UNIT OVEN POOL HEATER ROOM / SPACE HEATER ROOF TOP UNIT TEST UNIT HEATER UNVENTED ROOM HEATER WATER HEATER .._ ..------------------ OTHER i INSURANCE COVERAGE _ I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.142 YES f' I NO i_I I IF YOU CHECKED YES, PLEASE INDICATE THE TYPE OF COVERAGE BY CHECKING THE APPROPRIATE BOX BELOW LIABILITY INSURANCE POLICY F.I OTHER TYPE INDEMNITY [j BOND L l OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Massachusetts General Laws, and that my signature on this permit application waives this requirement. CHECK ONE ONLY: OWNER f AGENT SIGNATURE OF OWNER OR AGENT 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 ofy knowledge and that all plumbing work and Installations performed under the permit Issued for this application will be In compliant dth all Pertinent pr i of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. LICENSE LIREPLUMBER-GASFITTER NAME VINLAMOUREUX MP F- -j MGF i._.J JP',�j JGF [j LPGI _J CORPORATION D# �� PARTNERSHIP Ll#w _ _ ALC f i-- _� E COMPANY NAME: LAMOUREUX PLUMBING ADDRESS 61 JOBYS LANE i �� C�_ r . ---__,—._ _____.._.__ _ .._. ...... CITYOSTERVILLE STATE ZP0TEL 508420-2068— FAX 1508420-7992 _I CELLI 508-292-5085 ,EMAIL lamoureuxplumbing at?,verizon net FILE C Y INDEPENDENT CLAIMS SERVICE, INC. Service Integrity • Experience Notice of Casualty Loss to Building Under Massachusetts General Laws, Chapter 139, Section 3B 01 /26/2011 West Yarmouth, MA Building Inspector Town Of West Yarmouth West Yarmouth, MA 02673 West Yarmouth, MA Board of Health Town Of West Yarmouth West Yarmouth, MA 02673 West Yarmouth, MA Fire Department Town Of West Yarmouth West Yarmouth, MA 02673 INSURED: Winfeld Real Estate Trust ADDRESS: 19 Parkers Neck Road, South Yarmouth, MA 02664 LOCATION OF LOSS: 326 Great Road, Littleton, MA 01460 COMPANY: BrightClaim POLICY#: 0000035409 CLAIM11: 11-33226 DATE OF LOSS: 01/21/2011 TYPE OF LOSS: Water Dear Sir or Madam: 28 2011 CUELDING DEFT Independent Claims Service is the insurance adjusting firm hired by the above referenced client to handle the captioned loss on behalf of their insured. A claim has been made involving loss, damage, or destruction of the above -captioned property which may either exceed $1,000.00 or cause Massachusetts General Laws, Chapter 143, Section 6 to be applicable. If notice under Massachusetts General Laws, Chapter 139, Section 3B is appropriate, please bring it to our attention, and include a reference of the captioned insured: Location, policy number, and/or date of loss. Sincerely, INDEPENDENT CLAIMS SERVICE, INC. Steven Toomey 22 Water Street • Westborough. MA 01581 • 508.366.8535 9 FAX 508.366.0917 • www.icsclaims.com 09 TOWN OF YARMOUTH Buildin part ent ' (508) 98-223 1 BUILD 1 I4 G �PERMIT NO • - - . - PERMIT ISSUE DATE 5/5/03• . • : PROPOS USE •nyDun----"'------- ... ...... JOB WEATHER CARD APPLICANT: Barry Dunn __. ADDRESS ;00019 PARKERS NECK RD PERMIT TO . A=essory Structure; AT (LOCATION) 100019 PARKERS NECK RD ZONING DISTRIC R-25 SUBDIVISION MAP LOT BLOC 019.41.1.1 BUILDING IS TO BE USE GROUP R-4 LOT SIZE I CONST TYPE 5-B CONTR'S O 10 x 14 shed - subject to zoning bylaw setbacks REMARK AREA (SO FT) EST COST ($ $1,200.00 PERMIT FEE OWNE WILFRED L SHEPHERD TRS ADDRESS 100019 PARKERS NECK RD BUILDING DEPT BY South Yarmouth 026U INSPECTION RECORD LICENSE CONTR'S NAM FIELD COPY Date INote Progress - Corrections and Remarks I Inspector 7/3t5 A604 I m/- I 1,,-V January 20, 2011 THENORFOLICrEDHAWROUP® FORM OF NOTICE OF CASUALTY LOSS TO BUILDING UNDER MASS. GEN. LAWS, CH.139, SEC. 313 Building Commissioner, or Inspector of Buildings c/o City or Town Hall 1146 Route 28 South Yarmouth, MA 02664 Board of Health or Board of Selectmen c/o City or Town Hall 1146 Route 28 South Yarmouth, MA 02664 Fire Department or Arson Squad c/o City or Town Hall 1146 Route 28 South Yarmouth, MA 02664 RE: Our File No.: P1116177 Insured: BARRY W. DUNN ALICE C. DUNN Address: 19 PARKERS NECK RD, SOUTH YARMOUTH, MA Policy No.: N0416245 Loss Date: 01/19/2011 Loss Type: Building/Structure Damage D RUM[ 2 1 RECD D t A claim has been made involving loss, damage or destruction of the above captioned property, which may either exceed $1,000.00 or cause Mass. Gen. Laws, Ch. 143, Sec. 6 to be applicable. If any notice under Mass. Gen. Laws, Ch. 139, Sec. 3B is appropriate, please direct it to my attention and include a reference to the captioned insured, location, policy number, loss date and claim or file number. If no reply is received from your office within ten days, we will assume you have no liens of any type against this property, and the claim will be paid in our customary manner. Sincerely, Marie J. Landers Property Claim Examiner 1-800-688-1825 x1136 NORFOLK & DEDHAM MUTUAL FIRE INSURANCE CO. 222 Ames Street, P.O. Box 9109, Dedham, MA 02027-9109 DORCHESTER MUTUAL INSURANCE CO.zoo Telephone: (800) 688-1825 FITCHBURG MUTUAL INSURANCE CO. Fax: (781) 329-1818 w Ir 0 2003 JI h Za0 SHE 1563 L EXPRESS :BUILDING PERAM APPLICATION TOWN OF YARMOUTH Yarmouth Building Department 1146 Route.28 South Yarmouth, MA 02664 (508) 398-2231 Ext. 261 CONS UMON ADDR M: oe"Z) -5y ASSESSORS WORMATION: i Malt: /q Parcd: OWNER: QIIV C/d � E`IWa RUS Iq Afzferl n/ NAME PRFSEW ADDRESS camRAcroR: ®Akwoe . ;5,4/22 aAoK) omce use onl, �03 .<6 e- ePxsidentiat 0 Commercw Est cost of Co wbuctian a 19/2" . n Iome Improvemea2 Contractor Lim 0 Carstroaion Supervisor Liar # Workmans Campeacation (cam) C9�I am the homeowner O I am tbo sde proprietor O. I have Worker's Comp=ation htso m= Imurm ce Company' Name: Warker's Camp. Policy# Q Teat ( WORK TO BE PERFORMED FaeRetudautCertiSrateattacLcd) /► Danrioo Q Sidiug: # ofSquues ❑ Replacement wiadosys 0 Q Repheezzmt doors: C Q Ro-coof 9 of Squares . 'The debris will be disposed of at .. ()goingwer layetsOfeustiagroof I declare under penalties of perjury tbattic sta&mwau bum coohinedare tree and correct to the best ofmy kmwkdge and belief I ondastand that any false amwer(s) IvW be just cause for dcoW or revocation of fiCM and for prosecution. under MQ.L. Cb. 269. Section I. Applicant's SigmAuc_ Date Owners Sigoaoae (ere attachments/ Date .t/ l7%/1. eZ/tf S Approved By: Dam �� Oft�cial (a ) Zoning District: HiistmicalDistrict ❑ Yes &"No Flood Plain Zone: VYes ❑ No Water Rt sourm Profation District: Within 100 fi. of Wetlaz . ❑ Yes VNo ❑ Yes W No I" 0 PLOT PLAN I I uttor I s me t # this is a tier lot, ite in name street. FOR LOT # Indicate location of garage or accessory building Additions with dashed lines -------------------- Sewerage disposal (cesspool) Well 0 SIDE YARD (lot. pntlqe........ ft. rear) REAR YARD ...... ....ft. HOUSE • SET BAC\ '- .. ft. I (lot..................ft. frontage) (NAME Ur' b7'HJrt;1') Information Supplied by DE YARD _FTO a v b Abuttor's Name Lot # If this is corner lo- write in name of other street. RK NnRTR POTNT AS OF MARCH 2O01 +•� ` S NECK P, ROAD c+o, VA a , 4 V .4 l ' Y TOP OF STONE n R S 1 OVA TtJrc R s .030 4. r' 1. 9.6to / :tA en I .RwG:.1dr" Arcs ' W 1 + Uj T'-2 . PR4asE... ICP 0: GAL • ymot,, _ � -- d PROPOSED G ! co1' POOL L � 16.5 1 POSED 9.6 / 1 1,29.68, cc' ' f — G. D , • ... ,o DRYwE:: DRYWE FOR POOL FOR 0 z RUNOFF RU 44.2,.. t 4'PVC sFPncGAL A Inspection Date: 4-25-03 TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, NIA 02664 Telephone 508-398-2231 ext. 260 Fax 508-398-0836 NOTICE OF VIOLATION Property Address: 19 Parkers Neck Rd. Name: James Seaman D / B / A- James Seaman/Bader Mailing Address: PO Box 424 City / Town: West Yarmouth State: Mass. Inspection Type: Final for Omgmmy Contractor X Telephone: 508/3 98-83 64 Zip Code: 02673 An inspection of the above captioned property was conducted by the undersigned during which the following VIOLATIONS were observed: The headroom for the third floor stairs, 780 C I R Mass State Building Code, Section 3603.13.3, The minimum headroom in all ports of the stairway shall not be less than sir feet six inches measured ►vertically from the sloped plane adjoining the tread gyring or from the floor surface of the landing or pla form You are hereby ordered to abate said violation within 30 days. Failure to do so may result in criminal / civil complaints being filed against you, which may be subject to fines as prescribed by pertinent laws and regulations. KENNETH ��� DATES Signed: # 47-11.1751 .175 w AIF��O \� �cTOROF01 Copy Received By: Copy rn: Owner t Building Dept CERTIFIEDMAIL Notice aNklaim EMERGENCY MANAGEMENT AGENCY JAL FLOOD INSURANCE PROGRAM O.M.B. No. 3067-0077 Expires July 31, 2002 1.1RY On2003 VATION CERTIFICATE Read the Instructions on oases 1.7. RV _ I —SECTION A- PROPERTY OWNER INFORMATION FalnsuranceCmipanyUsa BUILDING OWNER'S NAME Policy Number Mr. Barry Dunn BUILDING STREETADDRESS pncuding Apt., Unit, Suite, andlor Bldg. No.) OR P.O. ROUTE AND BOX NO. Company NAIC Number 19 Parkers Neck Road CrTY STATE ZIP CODE South Yarmouth MA 02664 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, eta.) ASSESSORS MAP 19, Parcel 41.1.1 BUILDING USE (e.g., Residential, Non-residential, Addition, Accessory, etc Use a Commends area, a necessary.) RESIDENTIAL LATrTUDEILONG(TUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE GPS (Type):_ ( #f-#IF-##.#IF' or ##.#####) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other._ SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP COMMUNITY NAME & COMMUNITY NUMBER B2. COUNTY NAME B3. STATE Yammulh250015 BARNSTABLE MA B4. MAPAND PANEL B5. SUFFIX B7. FIRM PANEL B9. BASE FLOOD ELEVATION(S) NUMBER B& FIRM INDEX DATE [FFECTIVE REVISED DATE ll& FLOOD ZONE(S) aa* AO, use depn dEoodrg) 2500150006 D 7I1192 7I1�92 A 12 ram" B10. Indrate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ❑ FIRM ® Community Determined ❑ Other (Desaibe): B11. 6tdcate the elevation datum used for the BFE in B9. ® NGVD 1929 ❑ NAVD 1988 ❑ OCrer (Desaft): _ B12 Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)7 []Yes ®No Designatim Date_ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: ❑ construction Dra� ❑ Bd dng under Construction* ® Finished Construction •A new Elevation Catificate 4 be required when cnnstturAon of the building 6 complete. C2 Building Diagram Number 2 (Select the building diagram most surular to the building forwhicih this catkate is being c mpleted -see pages 6 and 7. tt no diagram accurately represents the building, provide a sketch or photograph.) C3. Elevations -Zones All -AM, AE, AH, A (with BFE), VE, VI-V30, V (with BFE), AR ARIA, ARIAS, ARIA1,A30, ARIAH, ARIAO Caroete Items C3,-al below according to the building diagram specified In Item CZ State the daxm used. ti the datum Is different iron the dahm used for the BFE in Section B, convert the daturn to that used for the BFE Sh m field measummernts and daturn conversion calailatim. Use the space provided or the Camnents area of Section D or Section G, as appropriate, to document the datum convasim. Datum G� ConverSioniCcrnrner b_ Elevation reference mark used)Y rgn!3 Does the elevation rdamce mark used appear on the FI(iM7 ❑ Yes ® No o a) Tap of bottom floc (ndu& basement a e cbsnue) ( 2.iL(m) o b) Tap drwA higher floor 14. 7 ft(m) o c) Bottom of bwest haimntal shoural member (V zones only) o d) Attached garage (tap ofslab) 12 9 ft(m) o e) LDwst elevatim d mad*wy andraequiMw t servicing the building (Desaibe In a Carmhents area) 10.3 ft(m) E o f) Lowest adacgd (inished) grade (LAG) 12.3 ft(m) d in o g) Highest a4aoed (fnisfhed) grade (HAG) 12 9 it(m) P o h) No. of pemmaned openings (flood vents) within 1 ft above a4aoetl grade WA :3 o ) Total area of all permanent opmings (flood vents) n C3h NU9 sq. in. (sq. an) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation Information. 1 certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U. S. Code, Section 1001. CERTIFIERS NAME CRAIG AFIELD LICENSE NUMBER 38M TITLE LAND SURVEYOR COMPANY NAME THE BSC GROUP, INC. ADDRESS CITY STATE ZIPOODE 657 MAIN STREET, RT 28 WEST YARMOUTH MA 02673 SICcNqRE DATE TELEPHONE FEMA Form 81-31, JUL 00 SEE REVERSE SIDE FOR CONTINUATION REPLACES ALL PREVIOUS EDITIONS the corresponding information from Section A ) Forhuramce Campa yUse: wt Stft anNa Bldg. No.) OR P.O. ROUTEAND BOX NO. Polcy Number CITY STATE ZIP CODE I `° TM NAIC Minibu SoulhYam ulh MA 02%4 SECTION D - SURVEYOR, ENGINEER, ORARCHITECT CERTIFICATION (CONTINUED) Copy bon, sides d lhis Elevation Certificate for (1) cormxaiity official, (2) insurance agedlconpany, and (3) Wl g amen. COMMENTS ❑ Check here N attachments SECTION E- BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WfTHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1 through E4. If the Elevation CenifKxte is intended for use as supportirg hfamatim for a LOMA or LOMR-F, Section C mst be completed. El. Bugling Diagram Number_(Seled the buldng diagram most simlar to the bul&V forwhich this ootificale is belong completed —see pages 6 and 7. n no dagram acauately represents the bugdng, provide a sketch a photograph.) E2 The lop of the bottom floor (including basement or encioskire) of the Wldug is _ t(m) _ir (co) ❑ above or ❑ below (check ale) the highest adjacent grade. (Use natural grade, n available). E3. For B uldug Diagrams 68 with openings (see page 7), the trend hVghe Ioor or elevated floor (devatim b) d the Wildug is _ t(m) _h.(an) above the Nghrest a4ao fd grade. Canpete hams C3h and C31 on hint of form E4. For Zone AO aV .. If no flood depth rnmba is available, is the top of the bottom floor elevated'n accarda ice with the axrm nits floodow management ordnance? ❑ Yes ❑ No ❑ Unknowan. The local cificial must wtify this infomnaticn In Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owna orownees authatzed repesentative who completes Sections A, B. C (Items C3h and C31 only), and E for Zone A (without a FEMAissued or oanmunity- Issued BFE) orZone AO must sign here. The statements in Sections A, B. C, and E are owed to the best d my knowledge. PROPERTY OWNERS OR OWNERS AUTHORIZED REPRESENTATIVE'S NAME CRAIG A FIELD ADDRESS CITY STATE Z1P CODE ❑ Check here if attadmments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The bral d5cial who is a>Ihaved by law aadnance to administer the cmrrpWs tbodpldn management ordnance can complete Sections A, B, C (or E), and G d this Elevation Cetificate. Carplete the applicable dern(s) and slim below. G1. ❑ The damado n In Section C was taken from otha doamentadon that has been signed and anbossed by a licensed surveyor, egiw or ardnited who Is a&aized by state or local law to catify elevation hfmnatim. (Indicate the source and date of the elevation data in the Cmments area below.) G2 ❑ A ccmmxunity official completed Section E for a building located in Zone A (without a FEMA4ssued or co m izity4 ed BFE) or Zone AO. G3 ❑ The folloxing WarrnabM (Items G4-G9) Is provided for carnxu* noodplain managernent purposes. 1. 119ffct1a _uxCy:111AI:Ekg G7. This pemVt has been Issued for: ❑ New Corulmdim ❑ Substantial Improvement G&Elevation dasulllowest floor(nclu gbasement)dthebuildugis: _t(m) Datum_ G9. BFE or (n Zane AO) depth of flooding at the building site is: _. _ tl(m) Datum: _ LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check here iF attachments FEMA Form 61-31, JUL 00 REPLACES ALL PREVIOUS EDITIONS L+ ► TOWN OF YARMOUTH (OFFICE USE ONLY Fe Building Department Town Hall Recorded By: IC N Yarmouth, MA 02664 Permit Fee: $65.00 (508) 398-2231 ext.281 Deposit Rec: $65.00 B BUILDING PERMIT Payment Type: Check ChkNo.: 7979 Net Owed: $0.00 APPLICATION RECEIPT Application Date: 2/11/03 Issue Date: Temp Permit No.: T-03-347 Expiration Date Applicant Name: Mark Coleman Comments: Location: 00019 PARKERS NECK RD 16' x 30' 8' inground pool Owner's Name: WILFRED L SHEPHERD TRS Owner's Addres 102 Breezy Point Road ZONING APPROVED South Yarmou . MA 02664 �, 3 Owner's Telephone: (508) 398-8779 This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. �Itoiu /-�ousr' 1L'ADS - L o aD El. to -' Af fr r47-1-Y Tif% Y w,q, ,r To Date Printed: 2/15/03 G wl6j oq APPLICATION FOR PERMIT TO DO GASFITTING TOWNT111:-Y R W-1 (OFFICE USE ONLY) By Fee: $ �J� $ bQ JUL 0 6 2004 PERMIT NO. Date d O Building3yl 9 ���� /V �c�C 20 Owner's l , �Locaa��Ion �l• Name o0th A/`Meufi Type of Occupancy New ❑ Renovation ❑ Replacement ❑ Plans Submitted Yes ❑ No ❑ N W Y Z N u) U e: O V7 Vl Q F- t7 J y w O 0m z th a O w- w o M o Lu FQQ" W fA a W r Q w = Z p f' N p W W W Z y Z Q 'j Q S I_ FW- } N m O t W O S =o a=LLD 3 c0 g ¢ >o°o- moo 0 SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR V (PRINT OR TYPE) /1 , Installing Company Name [�llE lzcl(`i 04, Y/,;SAi Address y (5 r 0 `, a - r' /V Business Telephonesag 0 Name of Licensed Plumber or Gasfitter INSURANCE COVERAGE: U. Check One: ❑ Corp. ❑ Partnership — ❑ Firm/Company ' C �,.� LELI Check One FI L' JUL 0 6 2004 I have a current liability insurance policy or its substantial equivalent. Yes ❑ No ❑ If you have checked yes, please indicate the type of coverage by checking the appropriate box. By A liability insurance policy ❑ Other type of indemnity ❑ and-❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check One: Owner ❑ Agent ❑ Signature of Owner or Owner's Agent 1 hereby certify that all of the details and Information I have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under Permit Issued for this application will be In compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Signature of Licensed Plumber or Gasfitter 1 ,3n a License Number TYPE LICENSE: ❑ Plumber ❑ Gasfitte2"aster ❑ Joumeyman Ssawxa Gatw I., of r TOWN OF YARMOUTH Building Department BUILDING _ - (508) 398-2231 ext.261 t � PERMIT NO '::6-0�-�6� . ' ISSUE DATE ; ..3/19/Q3 _ _ ; PROPOSED USE PERMIT APPLICANT ,WILFREDLSHEPHERDTRS JOB WEATHER CARD ADDRESS ;102 Breezy Point Road PERMIT TO Misctnground pool; ................ -------- AT (LOCATION) 100019PARKERS NECK RD ZONING DISTRICT R-25 SUBDIVISION MAP LOT BLOCK 0 99,41.1.1 BUILDING IS TO BE USE GROUP R-3 LOT SIZE CONST TYPE 5-B CONTR'S LICENSE 062015 16' x 30' 8' inground pool - (if applicable) pool enclosure and required aIarrnp40rbNnstaIIed CONTR'S NAME REMARKS-- _ _ prior to filling pod Coleman, Mark AREA (SO FT) EST COST ($ $14,000.00 PERMIT FE 00 OWNER WILFRED L SHEPHERD TRS ADDRESS 1102 Breezy Point Road BUILDING DEPT BY INSPECTION RECORD FIELD COPY Date Note Progress - Corrections and Remarks Inspector .eel- D s' O�.Y,gR�r 1y�' (o.� 0. ONE & TWO FAMILY ONLY - BUILDING PERMIT APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Town of Yarmouth Building Department 1146 Route 28 • Yarmouth, NIA 02664-4492 Tel: (508) 398-2231 x261 Fax: (508) 398-0836 FAX , i` s ;Office Uso Only - Planning Board lnformation Assessors Department Information, 4 k .1.. �O t0 3 No. 3 9 F Q Ian Type - p at . P.,ermit r� Date " Endorsement Date Perrplt tit Deposit Rec d $ Dat f RecorQmg Date x 1.4 Property Dirpensions ,, 1 j ;: , Plan No4 �4,` , f ' 'lt ' L t Y +.---�-r- dot CCverage., Net Dug $ . j ti! Dther Lot Area,(sQ , ti Montage (ft) , ; ,' " -This' Section for Office Use Only ` > . ` 2 . °` ...Permit Buildir Number:=:. , .: ' r .'...': : -Date'lme&" :1 R � 1 t l 1,,..1 M1. 4 F a i , I ,,. ••i 1.:.-:' .0 ':h t� 4•;�1 t ,H ): Certificate of Occupancy � Signature,,." required Ofliclal ,;,Building Sect1ori:1;=`Site Inforniatlon: Use Grou : R-4 Type: 5-B 1.1 Property Address:� // � 1.2 ZorungJRform anon: Zoning District Proposed Use 1.3 Bullding Setbacks (it) Front Yard Side Yards Rear Yard Re ui ed Provided Required Provided Required Provided 3a• a, Q� S•rvot S 7` 1.4 W r Supply (fd.G.L. C. 40. S 541 1 5 Flood Zone Information*, ', + < r i;: y Cofnments `.BFE. ��`_' Public Private sl.{. Zone3?L� Sectfon2 iPro ert'Ownership/AutfioriiedAgent 2.1OOw�ner of Record�,0ln/Fj it ! �F /BIZ ,--. �' �6�1 Ai11�,t,I.'dcT, F Name (pri Mailing Address J ' lei c ignat re Telephone 2.2 Authorized Agent: �^ Gv Name punt) Mailing Address Signature Telephone D Section" 3= bonstruction'Services' 3.1 Licensed Construction Supervisor: U0 Not plicable ❑ lP tour/ License Number Address Expiration Date Q4,13 Q 36 C1? Sign re r Telephone 3.2'Re6ister'ed borne lm rovernent', Contractor:; Company Name Not Applicable ❑ �(/��� �/Cnk ` "'" 1 ��� 4P � License Number /8'5`6 Address ! cf Ex iration Date p Signat a Telephone 04 Section'4 - Workers' CompensationInsurance Affidavit (M.G.1.; c 152 S 25C (6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure.. to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .......... No .......... Section 5 -'Description of Proposed Work (check,all applcable) New Construction ❑ I No. of Bedrooms No. of Bathrooms Existing Bldg. ❑ Repair(s) ❑ IAlterations ❑ I Addition ❑ Accessory Bldg. ❑ Type Demolition Other dsp�!ify: /� G- Brief Description of Proposed Work: Gr/ ` L ad w ale Section 6'- Estimated Construction Costs Item Estimated Cost (Dollars) to be completed by permit applicant Check Below ❑ Conservation -Commission Fling (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total = 0 + 2 + 3 + 4 + 5) 7. Total Square Ft. (new houses & additions) Section 7a°= Owner Auftrizafion -To be Completed When- Owner's 'A ent or Contractor. -Applies for Buildin 'Permit ' r I, , as owner of the subject property hereby authorize _'%[�� % �en-j4'w to act on my behalf, in all matters relative to work authorized by this building permit application. ignature of owner Date Section 7b -Owner/Authorized Agegent Declaration I, &4Zu' Q^� , as Owner/Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. ('cr<.ey614"/ �'4v Print name Signifuile 40wner/A nt Date 0. n 9- 15-99 2of2 otY �g `� TOWN OF YARMOUTH r 1e �....,.,,yryS IIUI.LDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM PLEASE PRINT: Job'Location: _ Owner of Property: Construction Supervisor: Address: Licensed Designee: 1 z� (If other than Supervisor) Name CLicense No. 2.15 Responsibility of each license holder: 2.15.1 The license holder shall be fully and completely responsible for all work for which he is supervising. He shall he responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder.shall be responsible.to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all:other applicable,laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfully violate subsections 2.15.1,2.15.2or2.15.3orany other section oftltese rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a successor license holder is substituted on the records of the building deparunent. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109.1.1-of the state building code. I understand the construction inspection procedures andthe specific inspection as called for by the building official. INSURANCE COVERAGE: I have a current liab' ' insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes No ❑ If you have checked yam, please indicate th pe coverage by checking the appropriate box. A liability insurance policy Other type of indemnity ❑ - Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 152 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check one: Signature of Owner or ner's Agent Owner ❑ Agent Signature: Building Official Approval: For Office Use Only _ Permit No. Date TOWN OF YARMOUTH AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MOL c. 142A requires that the 'reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition or construction of an addition to any pre-existing owner -occupied building containing at least one but not more than four dwelling units or structures which are adjacent to such residence. or building' be done by registered contractors, with certain exceptions, along with other requirements. ,.GvI �p,eion0 Type of Work: 35'GU ,� Est. Cost�- e Address of Work Owner Name: Date of Permit Application: I hereby certify that: Registration is not required for the following reason(s): Work excluded by law ,. Job under $1,000 Building not owner occupied Owner pulling own permit —4.�—,bther (specify) Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c. 142A. Signed under penalties of perjury: I hereby apply for a permit as the a ent of the owner: Date Contrac Name Registration No. NA Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name The Commonwealth of Massachusetts Department of Industrial accidents olllca ollffosdpstlsss 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit C3 I am a homeowner peribrming all work myself. I am a sole proprietor and have no one working in any capacity memployer prov iding workers' com�enion for my employees working on this job. n ��// O 1 am a sole proprietor. general contractor, or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation polices: company name: city: ohone k: Policy 0 companX names ohone q• Failure to secure coverage Is required under Section 25A of MGL 152 as lad to the Imposition of criminal ptaaltla ora one up to a,SW W aaa/or one years' Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a not of S100.00 a day against me. 1 understand that ■ copy of this statemeat may be forwarded to the Office of Investigaticas of the DIA for coverage verifsadoa. l do -hereby certify under the paint a,n&p allies of perjury that the information provided above A true and correct '�q Signature ,/ / atc �3 Print name // /� /C�i S _i/� �1('e%n )Q/Z Phonelt tS'3 official use onlv do not write in this area to be completed by eiry or town official city or town: YARMOUT11 p check irimmediste response is required permit/liceose p -Building Department ClUcensiog Board 261 OSclectmen's Ogee eat pHealth Department (508) 398-2231 contact person: phone M; — ,_ — • -Other Information and Instructions ; Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An emplt tver is defined as an individual, partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in ajoint enterprise. and including the legal representatives of a deceased employer, or the receiver or trustee of an individual , partnership, association or other legal 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 dwelling house of another who employs persons to do maintenance, construction or repair work on such dwelling house or .in the ;,_rounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. NIGL chapter 152 section =: alsO states that every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant w ho has not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha%e been presented to the contracting authority. Applicants Please till in the workers compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested, not the Department of Industrial Accidents. Should you have any questions regarding the `law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The af0davits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions; please do not hesitate to give us a call. The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents MCC of Il3rr®sdolauglis 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone 0: (617) 7274900 ext. 406, 409 or 375 0 C PLEASE PRINT: DATE: JOB LOCATION: TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 260 NAME "HOMEOWNER" NAME PRESENT MAILING ADDRESS HOMEOWNER LICENSE EXEMPTION STREBT �OI5RESS SECTION OF TOWN HOME PHONE WORK PHONE CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner — occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license, provided that such homeowner shall act as supervisor. (State Building Code Section 108.3.5.1) Definition of Homeowner: Person(s) who owns a parcel of land on which he / she resides or intends to reside, on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and / or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such "homeowner" shall submit to the building official, on a form acceptable to the building official, that he / she shall be tensible for all, such work pgrformed under the building -permit. (Section 108.3.5.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned `homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes ❑ No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am awa.re that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws and that my signature on this permit application waives this requirement. Check one: Signature of Owner or Owner's Agent Owner ❑ Agent ❑ h:homcownrliCC=P TOWN OF YARMOUTH 1146ROUTE28 SOUTHYARMOUTH MASSACHUSETTS02664-4451 Telephone (508) 398-2231, Ext. 261 — Fax (508) 398-2365 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT BUILDING ELECTRICAL GAS PLUMBING SIGNS Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from nthe proposed work/demolition to be conducted at 11 p fJ-1 Work Address is to be disposed of at the following location: Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Si azure of Applicant Permit No. Lbuttor's lame .ot # f this is a :orner lot, Yrite in name & street. PLOT PLAN FOR LOT # 11 Indicate location of garage or accessory building Additions with dashed lines -------------------- Sewerage disposal (cesspool) Well j$ I I I(lot................ft. rear) I SIDE YARD _ O �t* FT_ Q REAR YARD / -�- SET BACK ..................ft. frontage) (NAME OF STREET) Information Supplied by SIDE YARD FT.� b 4 Abuttor': Name Lot # If this corner I write it name of other street. MARK NORTH POINT TOWN OF YARMOUTH ��$ BUILDING DEPARTMENT 0 BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF / TRANSMITTAL SHEET Building Site Location: g /0GVL/�Zc `Sy Map No: ___L9Lot No: Proposed Improvement: Address: 3y� Y? Tel.No.: '-/ 30 1900 Date The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc, REVIEWED BY: WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: 4. HEALTH DEPARTMENT DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 5. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR DATE: N/A: 7. FIRE DEPARTMENT. DATE: i 7�_�1,� �1►[iTtLL�I COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: S While copy - Bmldmg Dept - Pmk copy - Water Dept - Ycllow Copy - Hwhh Dept - Piuk Copy - EngkwainDVL - Gol� - Firc DepUConsm- aim �+w;au+w..n,,...i,,,r,rwNx+aSr�+•�.�..:.:+s:+. -- — 'a..Fp-s.r�..M+.....�r TOWN OF YARMOUTH BUILDING DEPARTMENT `��-•••s, BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET Building Site Location: Proposed Improvement: Applicant; Address: No: _Lot No: �/. /. Tel.No.: Y3() /y00 Date The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements 6 For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal i Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. I .�..................l................---.........................------------------.........-•----..............................---........---------- REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: 4. HEALTH INDUSTRIAL AND/OR COMMERCIAL PERMITS S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: 7. FIRE DEPARTMENT: DATE: N/A COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: What way - BwldmgDepL - Pict copy - Water Dept. - YdIow Copy - Heath DTL - Pick Co" - En8kcai6 DepL - Goldwrod - Fkc DcpAConxrabw S MOf* CRAJG . FIEW IIO. .•iBtXi� ! y • • LIMITS OF EXCAVATION OF UNSUITABLE MATERIAL° A j� - ..... _ AS OF MARCH 2001 - �hauxt KERB NECK' RDA - - _ D ��' ► - PRIVATE) ' ��j` Qua 9 50 00' . - - , � � ` • TOP • OF ST�NE IMPERVIOUS 1 , ;, 80tt`l0, EV:.71Cct '- .� DRIVEWAY 7.03' 44 6' '� —-------- ✓ ` s, o• b GO V to art to 9.6 i y fiti a� a� • :, 5; t f r ; t ~� 3J ,a .. +,.'4�°�+..•:;. ter: r w� � . i , � _ . y .� •„ � .; `� �, ;.ram y � i I . ' �- � +►� n .O S � r;r r •— t t PERVIOUS j DRIVEWAY .` 1,5C GAL ° Pic C NCB 3p^IS 41•� 1 l?9.68' / i C PROPOSED 11 POOL )0S n 2 44.2 r 1 r r f f r 4'PVC 1,500 SAL i �u r J SEPTIC I r PROPOSED TANk I I 5 BEDROOM r DWEWNG i I f T.O.F 18.5 DECK i "D" r ! r r r r i r r GARAGE T.O. F'. ! vi r r TP 4 r 11.0' vi i r ^> � Q r Z ISTONE BOUND Ij FOUND do HELD •3 �' ��►rcf - o ' r SEPTIC AN SIZE OF LEr DESIGN PERC. LONG TERM A SIZE OF LEA 440 GPD 115E HIGH LE SITS"-E BOTTas 608 ST x LOCU CURRENT C DEED REFEI PLAN REFEI ASSESSORS PAR RESIDENTIAL SET in II _ MINIMUM_1.0_ io i MINIMUM FRj DRYWELL FOR POOL GROUNDWA zJ RUNOFF OVERLAY C LOCUS P! FLOOD ZONE Al2. ELEV 10' m x yr 28 z c� I D j I N x i ,LIMIT OF :- 2 EXCAVATION m SEE NOTES 5 & 6 II SEPf,U 1 6EI'C jf RI AS OF MARCH 2O01 A MERRS NECK ROAD �. 4 '50.00' ` )M v Y _ ��` 7OP OF STONE IMPERVIOUS BOtriD. Ei FvATi� n DRIVEWAY soh sp = 7.03' ri r----------1 O ` p: `85 ` 9.6 Li ,{ �!•�' �_ (• •'r > F t.7 1 1. ay'�3 �i('pjj✓^ems ?: t,. :.may .. r i}y I M • _ to M i V!}iiMV[tt.' - .. •' 4—R.'Y ; 1 / li M s Y ik _' [•. ,f It wi iffe if / 1 TP-2 Rop t�4 t P •• , � ,D-#d �. GAL � 1 f�ilc-e o IPROPOSED 1.0 POOL z 0 - 1 PROPOSED "PAD _ in 9.6 / 07541 ! 129. fib ;o u; 1 w FOR POOL DRYWE / o RUNOFF Z, FOR O ' RU F / 44.2 , t r „FLOOD 20t.- r Al2. ELt Y t r �4PVC�, ► ' r r z • � r ' Q r 1,500 SAL t J SEPTIC i r PROPOSED TANk 1l LAJ 5 BEDROOM ' Q: r r� DWELLING J ' ' r � T.O.F 18.5., i "D" MIT OF DECK EXCAVATION •` FF NOTES %'9 5 & 6 1 GARAGE i� ' TP 4 T.O.F. 4 J cd PERVIOUS DRIVEWAY .� 4 r �q 1 O� YgR`ir 3 c wwtt w r�s �y7 TOWN OF YARMOU7 BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENT. TRANSMITTAL SHEET F c8 1 8 20,03 Building Site Location: Map No / Lot No: q[ Proposed Improvement: i_�, r ,i ,-�. z-P f, ��.-a n !tI i. _/ •�7,,'L Ln Applicant: �l �I /f_�/' '✓ f.1� _tom , 3%� �771J Address: �, /3f. >_!%£�/ .%/!1 ✓�;/ +•� Tel.No.: S/3U /l/U(J Date Filed: The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: ENGINEERING DEPARTMENT: CONSERVATION COMMISSION: HEALTH DEPARTMENT: 1 FIRE DEPARTMENT: -j ............... .................. REVIEWED BY: Determines Compliance of Water Availability and or existing location. Determines Compliance for Parking and Drainage. Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. 1. WATER DEPARTMENT: DATE:-/9-6-5QA: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A. - INDUSTRIAL AND/OR COMMERCIAL PERMITS S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: Whitc cWy - Barg Dqt - Pmk aW - Watt DNt - Ydlow Copy - HaBh Dept - Pick Copy - Eagmcamg Dcpt - Goldenrod - Fi c DepuC009cvafi= S ' v,..,vi1MIJLL MMIC,t'(IFi(_ A, ������� .. AS OF MARCH 2O01 -NECK ROAD (.o•DE -,�A / 940 n6f TCaP OF STONE sr 44 ' '� �_ " I r .� .• Off, y y.�. I wt .�+ 1' b b 4 • 'd J• Y L.��u Yt P, .r •�. •� ( 2 1� tR?RpRsED�F� P �� 1 „. • 4 y5 �... eat ��;°� ,;",�: 1 i � ��� t^ • 'PR OPOSED /„ ,� o '...� � POOL J 16.5 ' ! 0 - t PRQp DSED 0•;� .CRETE-PAD 9.6 ! + 1E l 129.68' • to uli l G .D � DRYAELL DRYo FOR POOL FOR 0 j Z RUNOFF ' FOR �► ' RU F l 44.21 I ! I i ,,,FLOOD ZOt.E ! Al2. ELE 10' _r V 1 I ! • 4P C�, SEPTIC AL l T •k �, , G PERVIOUS j DRIVEWAY .` 5 BEDROOIA DWEWNG T.0.F 18.5 ,DECK j� GARAGE T.O.F. i r r r r� r r r r C LIMIT OF EXCAVATION SEE NOTES 5 & 6 'l'y1 :J I ocallon: Vision M. 9" 19 PARKERS NECK RD MAPID. 19/41.1.1/// Other ID: I5/ B004/// Bldg 1. 1 Card 1 of 1 Print Date: 07J20J2003 15:36 CURRENT OWNER TOPO. UTILITIES STRTJROAD LOCATION CURRENT ASSESSMENT UNN, BARRY W TR WE%TTELD REAL ESTATE TRUST zz wH LO W ST YARMOUTII, hiA 02664 Additional Owners: Description Code Appraised Value Assessed Value 815 YARMOUTH, MA LAND 1300 123,200 123,200 SUPPLEbLENTAL DATA Account# 0085000 Subdivision 160 Photo a oct IS ID: VISION rota 123,2001 123.200 RECORD OF OWNERSHIP BK-VOLIPAGE SALE DATE qla vR SALE PRICE V.C. PREVIOUS ASSESSMENTS HISTOR UNN, BARRY W TR SWORTH, W CIiANDLER JR TR ERNARDO, BRADFORD C SWORTII, W CHANDLER JRTR UHAN, T710NIAS J UIiAN JANIES F 15307/ 40 14900/ 214 14900/ 208 13699/338 10389/ 24 0627/2002 03✓07/2002 03/07/2002 04/042001 09/16/1996 Q U U U U V V V V I 240,000 500,000 00 1 1F 1 1F 1G 0 IA 0 Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code I Assessed Value 2002 1320 13,700 001 1320 11,300 ZM 1320 9,400 Total: 13 700 Total: 11,30 Total. 9,400 EXEMPTIONS OTHER ASSESSMENTS This signature acknowledges a visit by a Data CoUedor or Assessor Year T e/Descri Lion Amount Code Description Number Amount Comm. Inc APPRAISED VALUE SUMMARY Appraised Bldg. Value (Card) Appraised XF (B) Value (Bldg) Appraised OB (L) Value (Bldg) Appraised Land Value (Bldg) Special Land Value Total Appraised Card Value Total Appraised Parcel Value Valuation Method: 0 0 0 123,200 123,200 123,200 Cost/Market Valuation Total: NOTES et Total Appraised Parcel Value 123,200 BUILDING PERMIT RECORD VISIT/CHANGE HISTORY Permit ID Issue Date Type Description Amount Insp. Date % Comp. Date Comp. Comments Date ID Cd. PurposeIResult 03.506 03.159 ILI 2002 8MV2,002 RS RS Residential Residential 2,500 200,000 0 0 ADD N7EW NOTCH DECK IN CONSTRUCTIOIN 5/3/1996 DII 00 easur+Listed LAND LINE VALUATION SECTION B# Use Code Description Zone I D lFrontacel Depth Units Unit Price 1. Factor I S.I. C. Factor Nbad. Ad', Notes- Ad' vial Pricing Ad'. Unit Price land Value 1 1 1300 1300 RES ACLNDV RES ACLNDV 26,929.40 0.02 SF AC 1.75 S00.00 1.93 1.93 7 7 135 1.00 0070 0070 1.00 1.00 15OXIO UNDEV. ADD B6 FY WETIANDS 457 965.00 123,100 100 Told Card Land Units 1 27,800.001 SF Parcel Total land Areal 27,800 SFI Told land Vd 1 123,200 cation: 19 PARKERS NECK RD Vision ID: 848 HEAP ID: 19/ 41.1.1/// Other ID: 15/ B004/ / / Bldg A: 1 Card 1 of 1 Print Date: 02/20/200315 Land 1 Common Wan 2 Wall Height e CONDO/bfOBILE HOME DATA rior Wall 1 2 rior Floor 1 2 ting Fuel ting T�Pe Type IRooms Type uen Style xor Adj tit location umber of Units unbcr of Levels Ownership dj. Base Rate 1.00 Adj. Factor 0.00000 le (ty Index 0.00 Base Rate 0.00 ; Value New 0 r Built 0 Year Built 0 d Physcl Dep 0 mlObslnc 0 a Obslnc 0 :L Cond. Code :1 Cond % ran % Cond. 0 rec. Bldg Value 0 I r1 L_J ,Sw1mC1earTM QUAD-CLUSTERTMCARTRIDGE FILTERS ■ C5020 SwimClearIM500 ft' large -capacity cartridge filter for crystal clear water with minimal care. ■ Innovative Automatic Air Relief purges any entrapped air during filter operation. Featuring PermaGlassN*f% Filter rank Material HAYWARD® America's "1 Pool Water Systems ii� 4i�_ Hayward SwimClearTM cartridge I =11 filters establish new horizons in high performance and operating convenience. Utilizing a clusterof four reusable polyester cartridge elements, they provide a choice of 200, 300, 400 and now 500 ft.' of heavy duty dirt - holding capacity and extra long filter cycles —proven to handle an entire season without cleaning. SwimClear filter tanks are now molded from new and stronger PermaGlass XLTM, an improved glass reinforced copolymer, xoviding the ultimate in strength, durability, and long life for even the toughest applications and ironmental conditions. For crystal clear water and easy maintenance, step up to SwimClear. You and yourfamily will be glad you did —all season long. SwimClearTM Quad-ClusterTM Cartridge Filters I 0 ' Innovative Automatic Air Relief purges any entrapped air during filter operation. Non -Corrosive Top Closure Plate prevents elements from lifting and allowing L unfiltered water to by-pass back to pool or spa during operation. N Quad -Cluster"" Cartridge Elements provide 200,300,400 or 500 ft.'of filter area and extra dirt -holding capacity for long filter cycles. Precision -engineered extruded — — core provides extra strength and superior flow. I Self Aligned Tank Top and Bottom make access toser icing Quad -Cluster cartridge l elements fast and simple. it Heavy-DutyTamper-Proof One -Piece Clamp securely fastens tank top and bottom together and allows quick access to all internal components without disturbing piping or connections. Improved High -Strength RlterTank molded from new and stronger PermaGlassXC IpIV I�j7 material for extra durability for dependable, corrosion -free performance. _ " q Uniform Low Profile Tank Base Design makes removal of cartridge elements fast and simple. i Full Size IV Integral Drain provides fast, 100% clean out and easier flushing of tank. Noryl' Bulkhead Fittings for extra strength and heat resistance. Union Coupling Connection provides plumbing options of 1', or2' piping.2' intemal piping for maximum flow performance. ' FILTER TYPE: Ouad-Cluster cartridge elements: 200, 300, 400 and 500 ft'total 118.6, 27.9, 37.2, and 46.5 ml). FILTER TANK: Injection molded PermaGlass XL°" FILTER ELEMENTS: Reinforced Polyester PERFORMANCE RANGE: A to 3 HP (30 to 120 GPM) 10.37 to 2.24 KW (114 to 454 UM) DIMENSIONS: C2020 — 32' H x 23' W (81 cm x 58 cm) C3020 — 34' H x 23' W (87 cm x 58 cm) C4020-40'Hx23'W(102cmx58cm) NV�i C5020 — 46" H x 23' W (107 cm x 58 cm) NSF is a registered trademark of the National Sanitation Foundation. Effective Design Turnover .. Fi!tr ti ^Area Flow Hate' Gallons Kilo liters Vwuai Number ft.' in GPM LPM 8 Hr. 10 Hr. 8 Hr. 10 Hr. C2020 200 18.6 75 284 35.000 45,000 136 170 C3020 300 27.9 112 424 53,760 67,200 204 255 C4020 400 37.2 150' 568 72,000 90,000 273 341 C5020 500 46.5 150' 568 72,000 90,000 273 341 'Based on NSF recommended flow rate for commercial at.375 GPM/ft' 'Determined by pump size and piping system hydraulics. 2' piping is recommended for flow rates equal to or greater than 90 GPM (341 LPMI. Hayward doesn't recommend Flow rates above 150 GPM. HAYWARD® America's '1 Pool Water Systems �a`o�4e• f r 1 6 FullyAutomatic Air Relief with double seal eliminates the need to manually ventfiltertank after system start-up and prevents backdrain ing during pump shut -down. Removable Clamp Tool makes tightening and loosening of clamp quick and simple, providing easy access to filter internals. Swco I • • 1-888-HAYWARD www.haywardnet.com 02001 Hayward Pool Products, Ino. THE STRUCTURE IS LOCATED IN ZONE A-12 �I AS SHOWN ON FIRM COMMUNITY PANEL 250015 0006 D_EFFECTIVE DATE: 7/2/92 Lu _PARKERS NECK ROAD coo WIDE — PRIVATE) N87050'40"W 240.06' / R=11.22' 190.06, L=14.82' i - 50.00 / co QQ HIGHPOINT 123 6, a izs cpo. IN ROAD / o� ELEV 6.1 LOT 1 26.0' os �/ / o 0 949f S.F. WETLAND r� 0) °j v, OUNDA11ON r� 27.065f S.F. UPLAND 0 3.0 TOF=13.5 r- 28,014t S.F. TOTAL AREA 1.0 z 0 >-I 0 / #5 #3.Qp o v / 1 io ' — S82'4 1�lic 0 30.0' �` 0.3' 3 # 6 22"E r 133.68 _ o ca # #8 17.8' r,'� 00 S80'1541 "C z 129.68' J x 2� z #1 - #1� LOT 2 PREPARED FOR: BARRY DUNN 0 158 ROUTE 132 0 & HYANNIS, MA `n 1 1 02601 1 HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, 657 MAIN STREET WEST YARMOUTH MA. INFORMATION AND BELIEF THAT THE VA OF LOT CORNERS, DIMENSIONS AND SETBACKS TO THE STRUCTURE AS S° yam, CERTIFIED SCALE: 1 -40 DETERMINED BY INSTRUMENT SURVEY g CRAJOA. PLOT PLAN AND AS SHOWN ON THIS PLAN ARE FIELD CORRECT. N0•� a #19 PARKERS DATE 9/5/02 NECK ROAD BSC► 4-8188.02 Q "`P`71SIdz um S. YARMOUTH CRAIG A. FIELD, PLS DATE MASSACHUSETTS SHEET 1 OF 1 FOR THE BSC GROUP, INC. A la•" MnaaKlraa W wand ADI UD112 A l I14 UIMMIX: L4/69 SIAIM mum t IRE liurn O tlfao All ADT wIIOIIa• a,a w •[ IfSHs /Ir AR RAfOS[. TYPICAL AT 1 T�( �LTER OCT. COFI ER = Y Tx 0 N � O r• .n�+'• r •`yj�r - • • Z • i K R . a 0 O • w O CIO 13 to O to V CD (% u CD r Il N o 1D CL 0 m � A .< a R PUMP AND' MDTae W FRAME ASS930" TYPICAL WHIM S OWN ATT Y SAFETY LIMETYACAL 'A• FRAM WERE SHOWN ATTACHED� SAFETY LPE I 1= 'A':1MIE ASS'Ea6LY , I; TYPICAL TIIIEAE 6abwoom .x. AIL •I• sa a ALSO Ira •4' j S.F. sIIIRF.i [ a M'asr SF. SURF. AKA A •YM• S.F. II PV AREA t s0:4O' _V2Q_ SP. SUM AREA L SUCTION.. J3 STARS ARE OPTIONAL OR WY BE LOCATEQ ATYuASSEMBLYSHOWN L o AT T ,•x�•�,�•� SERIES 800a 8501NGROUND S= low"ALSO GMalure � U aIJIs. AKAt A t "I -•CAP. . �A UN • AIEA GAL. CAR CAP. Cy! Cy OPTIONAL J HAIR sox swath ALSO MV sw v a".. AREA L Hx CAR . CAA A•.A M f Sh s4• iF. sus AKA L GAL CAA W. "I4r •c0 ILK aw. AIKA L GAL. CAR SERIES 900 a 950 INGROUND GO■4-e -mg_ v. SIRP. AKA L GAL. CAP. SQUAW FOOIA/O J •1�,11 r "M r"aiiamam AM AK Ysm 31 IY.r33 D_ SF. SUREAREA &jkf D.. GAL CAP, d1 rpy ppY� S.WN m ADD IN ". AAD sae W •^•••, IF OPTIORAL STARS AK •ICUJQM / MOCL — ♦ — — ♦ — r TYHCAL AT AT � I I CORNERS RE'TUiH Jf �♦ � , sa �-► "- ' Car[.. .: IETURH PIM;.�4 i� •�. q' I PlE rIii1J a - +� 7� r.. 4Y .•i..,-�' P AND MOTOR POMAA►ENTLT `J rxa RAP A![)�I �. tf +v PEAiA►EMLY r •-• ,s r.. MOTOR _J }llyCC . a ...•.. ATTACHED -'kS�l't '".i.f — ATTACHED . r .R SAFETY LINE •• w�,%t f C �c</ `, O.l. SAFETY L ME r�rr �r M �'.. •O lY .� S1MOfD FORTX>df NS REP �� ••® SiUDED PORT101B ry� ��T. �}�. '• r, I 'j+r: �r FFLATR£� '...V{t•yr. aHY�,1� i. F1EPfESE7l1•S t�S,yry 1 y. L4-4_ FLAT AREAS �I'K12• -.�; dls ... sr;tl�. Z'• S+s•IO( i^�.•_,• ;�• ... Oj� 1�- � J i*t'*v,•..•�t��}'..rWt'8q tk'. bU�GTTON ,y� �:n •.S f 1. P�o�f�b ♦ �/ ..:?!�?5 -r. • ;{,i t_lr.a2r .- 'y..� ... n=•li..y . 8 IMMEX SUCTIOR _ A•rRAAE ASSEMBLY TYPICAL wmm RHOWN sm sHm"I RO-■ 4V EL L&FT OR RRHT HAND) 221Sl. 91IO. AREA G1TWO GAL. w ALSO A• •R • rY A 41• EL LEFT ON RIGI? M11AR) a3T %A RAaf W MEAL w�app� YL. . W- Ti ttHLUST OR NIGHT HARD) 2-sr— SF SU•f AREA G �sl6- 6AL CAP SERIES TOO Q 750 INGROUND A� v, lKm - Ah&A'a• • era 41f LL 11OMT RAM) 2W SP. sass AKA 6 27500 GAL. CAR SERIES 1000 8 1050 INGROUND •A' FRAME ASSEMBLY TYPICAL WHOM SHOWN GIs OM" aY.NV 31 s0'[L »u WINK MVEA L 21U 4ALCAR ao►naHA STARS ARE OPTIONAL 43RMAY BE AT POSITIONS 'X;'Y'OR .SERIES 800 9 85O INGROUND AT 7 — soz ssaw ALSO Ira sr 45T S.P. SM AALA L 0600 GAL CV. AMLASLE M'asG' a03 SA MAN AKA La p •AA. CAP. We 40, � Li. AM AREA L "I- W SERIES 550 INGROUND r ' J PQHMANEIRLY A ? SAFETY LYE V,_ 1© r© sHnnm Pt7RTTONS FIAT AREAS ST +.. !..:. SUCTION ... OPT MAY IN A�POIlITI on FOR MIST !a SOWN ALSO irm Sr A44 SJ. !!A AREA L!•100 GAL. CAP. AmA-hi" lira sr}•� &. H: SY MW. AREAL 2341A. CAP. s(S41,)4�SABIJIIF.AKA6DO" GAL CAR SERIES 10 )0 1k 1050 •INGROUND PY.SE71 /� PNMP • w"DR 2 ► s ui�FY"�uME 3 y tf I SHADED r., � t ate, NETUI•H 'A' FRAME ASSEMBLY Y KCAL WHERE S UXE SHMN 211as28' _IjtlSs. WW. AwEA G,6e4QQ. "- CAP . I AT 6C SERIF (SW AT 6O SERIE U.•m FRAME ASSESIBLY MICAL WHERE AT 600 SERIES 61A6 AT 630 SERIES •. SEM SHOWN WX34 SU S.F. SURF. AREA 1565 GAL. CAP ALSO AVAILABLE 16'X3O' 4I0 S.F. SUi.AREA 11$09GAL.CAP ALTERNATE 600 8 650 SHAPE PIT • ■rmCIHMO OF MAAII=L an MIAIMIAL nc Ot1LHAIt - MCA. GAM STLI RABOIMAL RACE MOM SI M II9IIE12 OI MCSIB AK Df AYIIQSUD M GA. tititt lTLE7. • r X K ISO IK Mr P"ML. � � /��fWEI _! 1 -i1h�1tri12GkS L. L A MMEL S-VY MOOLTS.kUM EL M141 EMO TYR k Go". T a-W$ M. DOLTS. MJTS AM 2 WASHERS TYR EA PANEL END &$ THMBOOESS �V0 M VL SERIES 700 a 750 OCTAGONAL CORNER n M GA, CALrt STEEL CAPER PIECE ' 5'i7•• K DOLTS. r- jLA►D 2 V LSHMS .. E4L MMEL ETD M GA. BALIL STEEL M►EL SEE SECT. / IS/! TYPIULL m• I / 20 YL, TMOOES VNYL LPIFR U!> I1E. l AIA1.E. j " 9&n 10 PL, FLIT L.00Arms r 5-wo KBOLTS. MM AND ! MASHE TYR EA. FAN L. END —I/--- -q 1 I 20 IPA.. TM0065 - VPfYL IDER SERIES 800 a 850(904 OORNER e 2 _. SERIES 1000 a 1050 EL CORNER /—.N SERIES 700 a 750 EL CORNER I-�y K 6A GLLV. STESECT. SEE G 2 x +�•. Mr ME SEE STM Z SECT. I I I&MFAN Q/2 TYPICAL L 4 11/2 TYP C.LLE� 20 ML. �Rit%ts 5-%0$ K BOLTS, mm YvecKmess Vrlit L+Ot SE AND 2 WASHERS TYP. a-k•� t0 ML. THO s VWYL LIER CWA1�t�1A BOIEI!$ a -;1•* cARr4ACE TYI,cx ~ IAMilL.= TYRUM M GA. GALV. STEEL S -;1'� KOOLTS, M1Tf M•LEi PCGE AMD ! MIASHUM TYR MBA. GLV. STE11. / r W. WL1L STEEL FIA" PEGE L- jLI A SEE SECT IS/2 TYMAL SERIES 800,900,1000 &l050 CORNER r1 SERIES 600 a 1000 STAR CORNER Io OOIEOEP" NOTES %2 MKTALLAT1oM MOTES 2 L ALL GAMS STM t rOIMm rwm HATOBAL CoMcowMM TO AFM A -BIB WrIV AR AMS GALINI F= COATMS. 471E DAM tl[EM O/ THE POOL t "WMIC QLO CM A TYPWAL BQOY AM BEEN M K&B NOT CO APMM ORBAIBC OATS. M". WJWA BOLL tR L ALL FMW AASL S CRURL STVFDW 1 AT /RAMS MLAM 1. MMl7 CA7IAISY[ SOILS. Mr "K ROum Fft= MMTXMAI CoONMM/B TG ASTH A.A4 E. Kr LLL AN V TtBTAL COIIatT! coL LAR AT TE BABE oP THE ovog=mum STM AN AMU - ME PALMY?= COATHIL AACA AM M M RAL POtMCM O TM[ PDX. TM t Mom ON OETAL MIL I. ALL &Mrt AND TMSKAOM cowcomen Alt YLM1r1[.'T11m PROMI NAT�A� ml�PC06EM To AYTr A.S07 GENTS-Awut s. "=FILL ORT`CUM FIX O ItWTS AMC DOIaS BMiAClm M NOT KXMMM6 B.EACHL r�ti „X" L K wootioAwc c.AllM n1M� AM AM MIX rt.AiL.'MfTDMt MWRt A11f STAIDAID DIG ELOYATL VOM. FILL POOL MRH BIRa =MM HMOVWNI Spa" L"U •HALL MT OtFot MOW L#MIML LEVIL BY MMK THU oK ron. L ALL WELM imm HAT IMIQ fTtFUO AID AoltrsnBLX A-MAtM BRACK). AS PI OOAT= TH MLMEAI MM ArM AL 4. A OXCOW S at MM OR F'PBM M Mrt WMM— ALL MoMAT MM OQNO M AT A NAM T LEM THAN 114 PU PM. VULDON. P. TM POOL MMS MT Bml MUM FOR A MIRCKMS LOAOBML T!o'�'LL="wwcOCS=!LL M Nowsm !pw PM cowimmwK 4L MADE WM�K� POOLUNit iO20M ao DN XL,T.�T OOtNtAUj= nAmD 7. M POOL MITT S 019OLLIM MIT LACEMM. rA ymi TRAMD WMALLDt APrBOVLD PT M/OYAL FOOLS. Mr. I b 1 • M G0. "LIE J / P CLIPPER ECE y r 20 Y1L. TMflOESS VMYL LSEJt v IY r w K wLTs AND aes TTPMCAL SER IES 7 SERIES 700 STAR CORNER ! z 2 x 4• YMl Cl71MC. PECK ELI; ���C17�S=0" MOYMAL SEEMSTAL1ATrONNOTE A10 SECT tY2 S r4• YRit COrtG OEOC ALilr4A1 { SEE HPLSTALLATION COPMG � 110. iisiL - s K MOj 1-w9512 TM�. • .,�E ...��:j..;'7''t'• •..�•I:j;%v;. MUTE: SEE SECT. T. [1� FOR � ��SA •�� AND /10IZff� �� .4i X tt• B0.T GLISSIET TYR M BL GALELL AILTMEAD cowc. t7o1.LM PFORYL- I \ MBA. GALV. STL 1 u Fyl,�y Roo ATIOM. P FMMEl TYPK.LL � IH�Cit:ALL � I IN• 2 a-Wa K IAJTS lL ! zo YHL71PooEsS VNTL LlrEE7t TrSAl1 ST>FiDrtR) SEE PLAN VIEM r— ABOVE . {Ifs X I,Y• cAJPaArAE BOLTS � TMFD OM;TTFOR ! ww TYR TOP 6 DOT. 110.•ouu.aw+[lw 0+ TYR ZE/l MMEL OO I TYftCJIL M 8A. I G.LLV. PM741 ETD I We OBEtMSION I 7" L • ISK FILL� 1 Lr! ! c TYPICAL. WALL SECTION TYPK•1�L. lnariLL STFFEIIER FOR 2'h PANEL AT MIQ PANEL I: T z : - . L� � �C>.f1LK �I aK• t aKa 9.4' 0.ts . I < _= - 1 0 K oOL La. OV�T1011 ILL SECTION AT FR ' T. K J,.r. Wt Y •� \A.-..- V M.r. .�. r• To u sun to "I ^Aro(. TCT ccwn.cc SERIES 550 [k i -0 ;w r • 1 . *! • 1 .J PLANS FOR LDCATa OTHER IOItS' BRACE) ITEMS IN7 5-3/e•o M B1T5 NUTS AM 2 VASHiw►EEA L E M 3.14- [7T4 MIL.TMCKNESS 20 YL LINER VIn A -CALM STTa - STA T iLAP MOTOR R POMPANO — S.OMER r—.�—.-- L-(2 MOTOR • cn..nFILTER I FILTER I •� _ —� - -• 2 'A' FRAME 3 ASSEMBLY 3 TYPKAL SHOW"WHOM.i /R A�� l-_r:' _ i7- I •b•� �- * aiP. SAFETY LAW • . +1 . �. ..T 1 w. - D POSMOJ a 0 Y4, sHADED 7 SFms P REORESEco 75i; ATT AREAS ! i ^�. 3 IAf I FUQ A� 'yeti^' - go STA RS ARE I R J I {jCO OPTIONAL OR �QGJU..CAF LOCATED {1 0) S¢E E' a 2 SF SURFAREA8 S F SURF AFEA S. ,15$�GALC.AP a = POS SAT I ` ",` • _ LH •I IBt 36 SF SURFAREA L Z=a GAL.CAP •X* f OFrZ • RETUIRN C) 2064U 796 SF SURF AREAL 289 GAL.CAP fA 3 SERIES 2000 a 2050 INGROUND 2 M saE s+oowFM• I044 Teo SF SURE. AREA e2GAL4soo Gcav o p TER FUwA►o MOTOR - _ _ SOURS ARE `� —►— -I / CT,or�i ~ RETURN SERIES 2100 8 2150 INGROUND 2 PERMANENTLY>1 ATTACNIED 41, SAFETY L) +?r v SHADED PORTIONSXt!+'ltir ._._. REPRESENTS s,7nsw .- FLQ ARE-AS f _ z+Yt "t-� I I I RETURN •A• FRAME ASSEMBLY J L -- — ♦ — —� z volmm SHOWN AZE smww IBalY 567 SE ARE AREAL ZOT20 GAL. CAP • ALSO "A AKZ W. i41' 713 SFSURF.AREAL24M GAL.CAP . 20m 4Y B37 iF SUPW AREAS. naZ3 GAL CAP SERIES 2100 9 2150 INGROUND 'A'FRAME ASSEMBLY TYMCAL WHERE SHO•M SERIES 850,950 & 1050 STAIR CORNER n �l"" I; .T T•-1 I SUCTION SUCTION) PERMANENTLY ATTC E� SAFETY LIME J SIZE SHOWN Rta26@3e BOO EL. 222 ILE SURE AREA 6 2GW8 GAL. CAP SERIES 2000 A 2050 INGROUND il! ARE 4 M ^ O i O s 1 w 0 0 1=4 • O:1 N(D Q� r4---4---4---4---4----4---4--4--1 . SIZE SHOWN 21*2"0 711 S.F. SURF. MEA A 1"00 DAL W. 24 X 44 MOUNTAIN LAKE f-4---.---4----,0---4--1 PUMP AND �--�1 ETURN SKIMMER MOTYOR I / S°D"°"� .o, 'A' FRAME M TYPICAL WHERE SIZE SHOWN 2O•t3i• _..347 S.C. SURF. AREA A 133M DAL w. 20 X 32 MOUNTAIN LAKE 3ryrr rr I MOTYOR T_ SKINNE'nI•-�— KRMANENTLYpN•� -..................... _ ATTACHED LWETT N U L - _- NAo PO [SCN Tq N T AREAS I i 1 [TURN I 'A• FRAME ASMMKr T T TYPICAL WHERE SHOWN SRL SHOWN 21'R4O' —ML. S.F. SURE. AREA A ,RROD DAL CAI. 21 X 40 MOUNTAIN LAKE .NL �.. •}!a. ! '.� .mil. v r... .. r .. f..--..--.---4---.--- --.--+ SIZE SHOWN 20'dr —!!E_ Si. SM. AREA A ._115M DAL CAP. 20 X 37 MOUNTAIN LAKE 1 'A' FRAME �ut»�r tY►ICdL TCI[RL �TM D T I1T LLTER 1 t SKRIYE I RACN[D SUCTION - U N L - - - o roRraN •�•n�•: ��: _ RE NiS _ I TOWN OF YARMOUTH Building Department Tam Hall Yw w M, MA 02664 (sob) 3W2231 e&261 BBUILDING PERMIT APPLICATION RECEIPT Temp Permit No.: T-02-468 Applicant Name: James Seaman Location: 00019 PARKERS NECK RD Owners Name: Winfield Real Estate Trust Owners Addres 722 Willow Street South Yarmo MA 02664 Owners Telephone: (508) 394-1933 (OFFICE USE ONLY) Recorded By: Ic Permit Fee: $0.00 Deposit Rec: $50.00 Payment Type: Check ChkNo.: 582 Net Owed: ($50.00) Application Date: 6/21/02 Issue Date: Expiration Date Comments: new nstructi n ww-cv�-- yr",e . This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. Date Printed: 6/25/02 C VOIN TOWN OF YARMOUTH Building Departtmm BUILDING _ (508) 398-2231 6.26 ►-PERMIT NO �6-03-159 ' pERMIT ISSUE DATE 8/13/02 .. ; PROPOSED US APPLICANT: James Seaman .... JOB WEATHER CARD ADDRESS '722 Willow Street PERMIT TO ; New Construction ; AT (LOCATION) 100019 PARKERS NECK RD ZONING DISTRIC SUBDIVISION MAP LOT BLOC 119.41.1.1 1 BUILDING IS TO BE LOT SIZE I CONST TYPE 5-B new construction: 2.5 baths, 4 baths, 1 open deck, 1 breakfast, 1 diningroom, 1 partour, 1 REMARK fireplace, one three bay garage, I kitchen, 1 laundryroom,1 livingroom/den AREA (SO FT) EST COST ($ $200,000.00 PERMIT FEE ($) 1$1,209.00 USE GROUP R-4 CONTR'S 016008 LICENSE CONTR'S NAM Seaman, James OWNE Winfield Real Estate Trust ADDRESS 1722 Willow Street BUILDING DEPT BY 'I South Yarmouth 02664 v Certificate Issue Date '7 Z o o CERITIFCATE of OCCUPANCY Departmental Approval for Certificate of Occupancy and Compliance f Inspector D to Permit Number Approved By Remarks BUILDING PLUMGING ELECTRICAL OTHER OTHER ------------------- To be filled In by each division Indicated hereon upon completion of Its final Inspection. 0 0 fr Section 2 - Property.Ownership/Authorized Agent 2.1 Gwner of Record: i. 1l0 �tJ / (Jame I ri 22 Willow S —S Yarmouth D iling Address 002 8'394 1933 Signature A iJ. ! n/A/ hone 2.2 Authorized Agent: ��� James D. Seama Box 424—W. Yarmouth Na MailinctAddre re Telephone nr — Signat 508 3 8364 II q Section 3 :-Construction_ Services` 11 GOZ 3.1 Licensed Construction Supervisor. D. Seaman Not Applicable ❑ James Sf� 5Q p O BO 4— W. r uth, Ma. 02673 License Number 016008 Add Ss Expiration Date 1 1 /01 /2003 t Telephone 508 398 8364 3.2 Registered Home'improvernent .Contractor.' Company Narne Not Applicable ❑ James D. Sea n Address O BO 2 W. Yarmouth, Ma. 02673 License Number 121550 Expiration Date Si ature Telephone 508 398 8364 5/20/04 9.15-yy tof2 nv a Se"c7(on"4 `WiikersGb�it�erysaion T�surncflidavlt'(IGf B Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure ' to provide this affidavit will result in the denial of the Issuance of the building permit. Signed Affidavit Attached Yes M...... • No .......... New Construction I No. of Bedrooms _4_ No. of Bathrooms 3 Existing Bldg. ❑ Repair(s) ❑ Alterations ❑ . Addition ❑ Accessory Bldg. ❑ Type Demolition Other Specify: onai uoa�nNuvn w rwNvaCu rruIn. Build new single family.residence per approved plans. Item Estimated Cost (Dollars) to be completed by permit applicant 1. Building 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6.Total=(1 +2+3+4+5) 7. Total Square Ft. (new houses&additions) a I Check Below I ❑ Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 1,Barry Dunn Trs . , as owner of the subject property lvivol &-r h Cr1 i herebv authorize James D. Seaman my behalf, in all matters relative to work authorized by this build(ng:permit application. 6/17/02 Signature of Owner Date 1 1, James D. Seaman , as MIWAuthodzed Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. James D. Seaman Print name M 6/17/02 Date ' 32pfh'AR'�c TOWN OF YARMOUTH O lea„S,�s" BUILDING DEPARTMENT • CON,STRUCTION SUPERVISOR FORM PLEASE PRIM. Job Location: 19 Parkers Neck Road — South Yarmouth, Ma. Number Street Village D and L Realty Trust Owner of Property: Construction Supervisor: James D. Seaman 016008 508 398 8364 Name License No. Address: P O Box 424 — W. Yarmouth, Ma. 02673 Licensed Designee: (If other than Supervisor) Name 2.15 Responsibility of each license holder: License No. I Phone No. 2.15.1 The license holder shall be fully and completely responsible for all work for which lie is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Any licensee who shall willfullyviolate subsections 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board. 2.16 All building permit applications shall contain the, name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109.1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes ❑c No ❑ If you have checked yga, please indicate the type coverage by checking the appropriate box. A liability insurance policy U{ Other type of indemnity ❑ Bond ❑ OWNER'S INSUBANCE WAI m aware that the licensee does not have the insurance coverage required by Chapte of a Mass. Ge ral s, and that my signature on this permit application waives this requirement. Check one: Signature DfiiXXa Owner's Agent Owner ❑ Agent 3X Signature: Building Official Approval: The Commonwealth of Massachusetts Department of Industrial accidents Oh7ce ollovest/psdsss 600 Washington Street Boston, Mass. 02111 Workers' Compensation Insurance Affidavit Applicant information: PfeastsPRi1V 1`Trds'layr namei James D. Seaman location, 19 Parkers Neck Road cin. South Yarmouth, Ma, phone# 508 398 8364 O 1 am a homeowner performing all work myself. 1 am a sole proprietor and have no one working in any capacity gg I am an employer pro%iding workers' compensation for my employees working on this job. company name: James D. Seaman address: P O Box 424 city: West Yarmouth, Ma. 02673 nhoneq: 508 398 8364 insurance co. Legion Insurance Company ,,,,lie„ a WC50930355 1 am a sole proprietor. general contractor. or homeowner (circle one) and have hired the contractors listed below who have the following workers' compensation polices: Failure to secure coverage as required under Section 25A of MGL 152 can lead to the imposition of criminal peasides of a Bae up to S14M.00 and/or one years' Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a fine of 3I00.00 a day against me. I understand that a copy of this statement may be forwarded to the Office of Investigations of the DIA for coverage verification. t do hereby cerro-v tr'd f the painsA0 pe#11les ojperjury that the information provided above is true and cotrecL 6/17/02 Print namc James D. Seaman Phone# 508 398 8364 ofTcial use only do not write in this area to be completed by city or town official city or town: YARMOUTIL _ permilAicense # nBuilding Department p1.1censiog Board p check if Immediate response is required 261 #Selectmen's OBiee (508) 398-2231 eat:. OHealth Department contact person: phone#;_ 00ther Irnned 3.95 P1A1 Information and Instructions . ' Massachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their employees. As quoted from the "law", an empkree is defined as every person in the service of another under any contract of hire, express or implied. oral or written.. An empinrer is defined as an individual. partnership, association, corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise. and including the legal representatives of a deceased employer, or the receiver or trustee of an individual . partnership. association or other legal 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 dwelling house of another who employs persons to do maintenance , construction or repair work on such dwelling house or un the L ounds or building appurtenant thereto shall not because of such employment be deemed to be an employer. %lGl_ chapter 152 section :: also states that every state or local licensing agency shall 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 hds not produced acceptable evidence of compliance with the insurance coverage required. Additionally, neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha% e been presented to the contracting authority. :applicants Please fill in the workers' compensation affidavit completely, by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy, please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. The affidavits may be returned to the. Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions. please do not hesitate to give us a call. The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents fifflce If IMS918d1o= 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone #: (617) 7274900 ext. 406, 409 or 375 .=R c TOWN OF YARMOUTH BUILDING DEPARTMENT O�� H 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 260 HOMEOWNER LICENSE EXEMPTION PLEASE PRINT: DATE: JOB LOCATION: 19 Parkers Neck Rd. — S. Yarmouth, Ma. NAME STREET ADDRESS SECTION OF TOWN "HOMEOWNER" NAME HOMEPHONE WORK PHONE PRESENT MAILING ADDRESS CITY OR TOWN STATE ZIP CODE The current exemption for `Homeowner' was extended to include owner— occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license, provided that such homeowner shall act as supg_r. (State Building Code Section 108.3.5.1) Definition of Homeowner: Person(s) who owns a parcel of land on which he / she resides or intends to reside, on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and / or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such "homeowner" shallsubmit to the building official, on a form acceptable to the building official, that he / she shall be responsible for all such work performed under the building Wrmit. (Section 108.3.5.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned `homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER"S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yes ®; No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURAN E WAIVER: I am aware that the licensee does not have the insurance coverage required by Cha 42 o=thes eneral Laws and that my signature on this permit application waives this requirement. Check one: Signature ofJDAMpROwner's Agent Owner ❑ Agent CRX h1omeowndicexemp For Office Use Only Permit No. Date TOWN OF YARMOUTH AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142A requires that the `reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition or construction of an addition to any pre-existing owner -occupied building containing at least one but not more than four dwelling units or structures which are adjacent to such residence or building' be done by registered contractors, with certain exceptions, along with other requirements. Type of Work: *'Build New House Est. Cost AddressofWork 19 Parkers Neck Rd. — S. Yarmouth, Ma. Owner Name: D and L Realty Trust Date of Permit Application: 6 / 17 / 0 2 I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under $1,000 Building not owner occupied Owner pulling own permit Other (specify) Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCE S TO THE ARBITRATION PROGRAM OR GUARANTY FUN UND M c. 142A. Signed under penalties of perjury. � I hereby apply for a permit as the agent of the owner: 6/17/02 Date 5 James D. Seaman Contractor Name 121550 Registration No. Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name TOWN OF YARMOUTH 1146ROUTE28 SOUTHYARMOUTH hiASSACHUSETTS02661-4451 Telephone (508) 398-2231, Ext. 261 — Fax (508) 398-2365 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT BUILDING ELECTRICAL GAS PLUMBING SIGNS Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at 19 Parkers Neck Rd. - S. Yarmouth. Ma. Work Address is to be disposed of at the following location: Yarmouth Transfer Station Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 6/17/02 Signature of Applicant Date Permit No. -. 072 r - 6otmosra eaAlk v1,#1(.a.rJ"dwJdM I . BOARD OF BUILDING REGULATIONS License: CONSTRUCTION SUPERVISOR i i, Number. CS 016008 Birthdate: 11/01/1946 Expires: 11/01/2003 Tr. no: 8452 - Restricted: 00 I JAMES D SEAMAN PO BOX 424 8. ` W YARMOUTH. MA 02673 Administrator .� 0�e 6)16momVeall� o!'.,•l�i y,ac/,w,elti t Board of Building Regulations and Standards HOME IMPROVEMENT CONTRACTOR Registration: 121550 Expiration: 5/20104 Type: Individual JAMES D. SEAMAN . JAMES SEAMAN 497 MAIN ST. W.'YARMOUTH, MA 02673 Adminlqrrptor a License or registration valid for individul use only before the expiration date. If found return to: Board of Building Regulations and Standards One Ashburton Place Rut 1301 Boston, Ala. 02108 7 Not valid without signature COMMONWEALTH OF MASSACHUSETTS IN REAL ESTATE '• LICENSED REAL ESTATE BROKER 1I ISSUES THIS UCrENSE TO JAMES D SEAMAN q PO BOX 424ih W YARMOUTH f MA -02t;.73-042 v' 98831 11/01/03 4162811 Ai%nDrl - ~ IrCK i lrit#A I t Ur LIAUILITY INSURANCE DATE IMMMO/YY) PRODUCER ' 4/19/00 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION Chagnon Insurance Agency, Inc. ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE 411 Rte. 28, P.O. Box 355 HOLDER. THIS CERTIFICATE DOES NOT AMEND, EXTEND OR West Yarmouth, MA 02673 ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. • ^ COMPANIES AFFORDING COVERAGE A The Hartford Insurance INSURED James D. Seaman COMPANY B Legion Insurance Company PO Box 424 COMPANY C West Yarmouth, MA 02673 ' I COMPANY 1 'COVERAGES •: =: THIS IS TO CERTIFY THAT THE POUClEi OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POUCY PERI00 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 EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. UMITS SHOWN THE TERMS, MAY HAVE BEEN REDUCED BY PAID CLAIMS. �O TYPE OF INSURANCE LTR POLICYNUMBER POLICY EFFECTIVE I POLICY EXPIRATION I DATE(MWDOrM DATE(MMIDDIYY) I LIMITS GENERALLIABILITY A A X COMMERCIAL GENERAL LIABILITY i CLAIMS MADE COCCUR 08 SBA KF1165 GENERALACGREGATE Is 2,000,000 1/13/00 1/13/03 PROOUCTS•COMPlCPAGGIS 2,000,000 IOWNER'SdCONTRACTCR'SPROT PERSONAL & ADV INJURY IS 1,000,Q00 I II EACH OCCURRENCE IS 1,000,000 I FIRE DAMAGE (Any wefue) S 300,000 I I I MED EXP (Ary ree Cersan) I S 10,000 I AUTOMOBILE LABILITY I ANY AUTO y COMBINED SINGLE L•JAIT S ALL OWNED AUTOS I I ffff �I I I SCHEDULED AUTOS j I BODILY INJURY I` (Per person) S HIRED AUTOS I I 1 I NON-OWNEDAUTOS i I BODILY INJURY (Pers=ert) S. I I PROPERTYDAMAGE I �S GARAGE LIABILITY ANY AUTO I AUTO ONLY •EA ACCDENT I S ( P_ OTHER THAN AUTO ONLY: EACHACC:DENT I S ' EXCESS LIABILITY AGGREGA,c I S EACH OCCURRENCE IS UMBRELLA FORM I I I AGGREGATE IS OTHER THAN UMBRELLA FORM Is I WORKERS COMPENSATION AND EMPLOYERS' LIABILITY A U- n- X TORY IMIT I I R B PARTNE SI Erow n INCL PARTNEHSIEXECUTNE WC50930355 EL EACH ACCIDENT I S 100, OQO 1/17/00 1/17/03 ELOISEASE-POUCYUMIT I s 500100 0 OFFICERS ARE: X EXCL n OTHER EL DISEASE -EA EMPLOYE=IS 100,000 DESCRIPTION OF OPERATIONSILOCATIONSNEHICLEYSPECIALITE4IS general carpentry operations -interior & exterior carpentry residential & commercial CERTIFICATE HOLDER SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVCR TO MAIL • 10 . DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF X,:COi, NTS OR REPRESENTATIVES. ALIT/H//�yp��ED - - Ea// e r•nnn ne I • r/� • / Z; TOWN OF YARMOUTH ' Ga BUILDING DEPARTMENT O H "A`= «.R �'�'� BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF m TRANSMITTIAL SHEET Building Site Location: Map No: _Lot No: fJiU-LGt/� �sC:t�' '7�G Proposed Improvement: '�t,G� (_d�t.Q/Z.u�✓Lt.�sZL �'k�c.�vi '-�-� 11c Address: The Building Department will applicable departments. Tel Date Filed: responsible for assisU g the applicant by dispatching your plans and or application to th ollowing RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal ................ 4.................................................................................................................................... Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: �C' V DATE: G • Z-7 - D-Z 1. WATER DEPARTMENT: �.-�_ WA: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: DATE: N/A. - INDUSTRIAL AND/OR COMMERCIAL PERMIT'S S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: COMMENTS: RECEIPT OF COPY: PLEASE NOTE SIGNATURE OF APPLICANT: White copy -Building Dept. - Green copy - Water Dept. - Yellow Copy -Health Dept. - Pick Copy -Enginei Dept. - Goldenrod -Fire Dept/Cons ation TOWN OF YARMOUTH WATER DEPARTMENT 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 Date of Issue : Jun 27, 2002 Letter of Water Availability r Dwelling J. %_onaomiiuuu& Dwelling S. Other (Specify) X 2. Duplex Family Dwelling 4. Commercial / Industrial Reference; Massachusetts General Laws Chapter 40, Section 54 To : Town of Yarmouth Building Inspector Please be advised that the Town of Yarmouth Public water supply \is available to service lot/parcel(s) 41.1.1 Street 19 PARKERS NECK RD as shown on Assessors sheet/map # 19 \Ism ance of this Letter of Availability is subject to the following provisionsons/r� ions. (1) The property owner-agrees to comply with all Federal, State, and Local Laws, Rules and Regulations -as -they pertain to the use of the Public water Supply. (2) The Yarmouth Water Department shall have exclusive rights as to the size, number, type and location of all water service lines, fire — service lines or appurtenant items connected to the water distribution system. (3) The Yarmouth Water Department reserves the right to require, at the property owners expense, the installation of water mains and appurtenant items to meet water demand requisites within any structure relevant to this Letter of Availability. (4) This Letter of Availability will expire 180 days from the date of issue. I have read and understand the provisions/restrictions of this Letter of Water Availability. Reference : WINFIELD REAL ESTATE : C/O JAMES SEAMAN : P 0 BOX 424 : WEST YARMOUTH, MA 02673 Owner (Sign) Yarmouth Water Department Building Site Location: TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTIAL SHEET No: /9 Lot No• //• /• Proposed Improvement: / �.+ Gt/ So�r y iy'33 Applicant: Oef(J /f1 4�fte PdL.� Address: r79 Tel.No.: �i Date Filed: Z / U- The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. -----•-----------------•----•---------•--------------.....-----------•..... _.............--------..............------...............------------..... REVIEWED BY: ' 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT: �Q (/( DATE: /A: INDUSTRIAL AND/OR COMMERCIAL PERMIT'S 3. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: RECEIPT OF COPY: SIGNATURE OF PLEASE NOTE � DATE: White copy — Building Dept. - Yellow Copy — Health Dcpt - Pink Copy — Engioeai 1ii DCPt. - Goldenrod - Fim Dco/Coasmatioo °f •YAk4 } o0. f+.e..n..S 4,•37 �.Ga• ��� TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTIAL SHEET Building Site Location: .19 P 0_,o: it ae t&Za S Map No: /9 Lot No: 5'%• /. Proposed Improvement: Applicant: SOFj 4/!l�33/ Address: PO 8 q2 q W cW.- Mlj' % 3 Tc, No.: i Date Filed: The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. ----------------------------------------------------------------------------------------------------------------------------------------------------- REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A: 4. HEALTH DEPARTMENT. DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS 3. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: /Q PLEASE NOTE COM�iFNTS: ������� c COPY: White copy- Building Dept - Yellow Copy- Health Dept - Pick Copy DATE: Dept. - Goldmul - FircDcWConsmation � �..t.r� .c.J'.:y �a..a�.J. '- �.. a..,. �, •,1..... r� _ .. .-.c.-rr .-- -. ..M... y.. .. �.^e.: .... ._w. �s..+i. rr . . n w...,..-.ems..,.. .+�.. s.-...,.y.t �.`. OT''Y`�R,� ,�• it r� y � M�fT w f( Building Site Location: 1 TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTIAL SHEET Map No: 9 Lot No: "M /. f Proposed Improvement: Applicant: V •' / .� Address: i t' -'i e/ %r : '% _Tel.No.: �"' % 'Date Filed: / / The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal -----------------------•--------------------------------------------_. Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. _.. _..-=------..........._......-------.....----....-------------------=-_..._. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A 2. ENGINEERING DEPARTMENT: DATE: N/A 3. CONSERVATION: DATE: 4. HEALTH DEPARTMENT: DATE: N/A. - INDUSTRIAL AND/OR COMMERCIAL PERMITS S?r. WIRING INSPECTOR: \ DATE: N/A t, 6. PLUMBING INSPECTOR: DATE: N/A 7. FIRE DEPARTMENT: DATE: N/A PLEASE NOTE COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: White copy — Building Dept. - Yellow Copy — Health Dept - Pink Copy— Engineering Dept. - Goldenrod - Fire Dept/ConsavaWn MAP/LOT_19-Altl:I ADDRESSJ_C-_- _Re PLAN INFORMATION � PLAN TYPE ---------- .hl. R. ---------------------------- ENDORSEMENT DATE .--� �� ��--------------- RECORDING DATE --- j [ jq!------------- ASSESSORS PLAN # ------- 64-v------------- PLANNING BRD. N PLAN. BRD. RELEASE ._ t _A.__________________. Of.1rgR � p Building Site Location: Proposed Improvement: Annlicant: a Address: f' a 4 TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTIAL SHEET 1 �. : , ...'� _ t✓'/ Map No: /9 Lot No: W. �• � The Building Department will be responsible for applicable departments. Tel.No.: '' V3',I Date the applicant by dispatching your plans and or application to the following RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements • For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal + ----------------------------------------------------------------------------------------------------------------------------------------------------- Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: ��I , t�1 rl., DATE: 2L 3. CONSERVATION: DATE: N/A:, 4. HEALTH DEPARTMENT: DATE: N/A. - INDUSTRIAL AND/OR COMMERCIAL PERMITS 3. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: PLEASE NOTE COMMENTS: b RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: White copy — Building Dept - Yellow Copy — Health Dept - Pick Copy — Engineering Dept. - Goldenrod - Fine DryUConscvatiou a TOWN OF YARMOUTH BUILDING DEPARTMENT PLAN REVIEW & BUILDING PERMIT APPLICATION REVIEW NOTES ADDRESS: Map / Lot: Date of Initial Review: -719 /0 z Other. Approval Date: Inspector. �j_A 4- NOTES: .� ?.)9 f 71-eC, R yes ��, �n f<./o - 31 67.s;�I j;-G-.. 1w1ir A "►' Gv14 tw 11,44m C1A) `K Nr T fir r-i.4 nv i- 02,4D6- To t?ipGr- av 91rc!,- nft.y 5 G*C_ S'a/ti �STS r9d4v<R.C-t� r-/ ou Tir-r T !t i�ot D ok(, (3S�r,T P1_04n-j!�tS7;y44 f00012- 0a -C;J-e- 360a�, GU /CaMf/LOG a-0,r Kr'S �rND {Y/,ll. G /l1iL I"OLj� U�vD/..2 S.C/fQ ok7) W!/`Nvow 5^W'TlFiK /S` oFp Favis.�tn F<oa.z rr/�sr !3� �Tr-m _6 0� �) R"V104 J`t�10AJ.ldtts rNcrtzG 1W-rw red2 /- U in 80Z w1h7d.w. Pa c.���K H� PA o w Po_e lfi,,aT Do rp -- 32oGHurcE s ck CK,va Ta 7w C- o> %1114IC E C3, 3 p y G't hrt-o4G a RF 0, Lp ,, r r 13, VfA10-s-ro.4MR�- //� `f� /ITT/C IiCGrSr /�iT show/! cna�,.94c4 PrLe You vol//rG f=oit 8Sm'r p JjdGDl. /3)1:�,400-rna/Hc- ILi4-Nv /%!1s5/,vC- OK { /�iu,✓[9!c Ii"Ko7N/32 /�Lliry �Cl,sIOIKL 1� Zoning Denial (if applicable): S O;k !/section 1043-.2., pares .Act Change, Extension or Alteration (pre-existing, •. nonconforming) 4A0E!-_A sc .-----.--The proposed IPr 116C(3)%a 4,cLwwequires a Special Permit fromAbg—Zaaing BoardofAppea1&. Other Building Code Denial (if applicable) Rev.11-01 OFFICE USE Q= PROPERTY ADDRESS: lG,��z s r��� /Z)- 5, _ ALCULATION FOR PERMIT COST TYPE OF ROOM ETC -- - - NO - r l X G G G S X s s o 3 / v �y sr/=GQ /_----- ,• 30 K 3a = 9 ev / o X 3 = R �rzo f=c2 �= 3oX az=G4 oFAMILY- 3v x 3 = gGa3s / 6f X /hf d7 = 9 3 X S = �� �' .' f�.� q 3o LIP 4 0- .Srr- -rN- ADDITION ALTERATIONS BATH z BED ROOM CERTIFICATE OF OCCUPANCY COMPUTER ROOM DECK OPEN /aX I l DECK WITH ROOF DEMOLITION DINING ROOM 04M Pq4L6ort / FIREPLACE FOUNDATION ONLY GARAGE NO. OF BAYS 3 / GREAT ROOM KITCHEN LAUNDRY ROOM LAUNDRY ROOM LIVING ROOM m / MUD ROOM OFFICE a3�a`x q�• - ' �a"�`�iS3 a'' ;Zyx 2-c Y. Ng = 2 �, 9 s� • a-:f- PORCH CLOSED PORCH OPEN REROOFING SHED c�3yZy ss G'92 8 5,0, - rs .- STORAGE AREA SUN ROOM HEATED SUN ROOM UNHEATED SWIMMING POOL ABOVE GROUh D SWIMMING-POOtiNGROUND WINDOW REPLACEMENT WhisperDuct - * - "isperDuct LLC 23 Platt Street East Norwalk CT 06855 Phone (203) 838-49W • Fax (203) 838-1557 Robert Yaduk Partner High performance faced air heating and cooling solutions for quality homes a .. MAScheck COMPLIANCE REPORT Massachusetts Energy Code MAScheck Software Version 2.01 CITY: Yarmouth STATE: Massachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached HEATING SYSTEM TYPE: Other (Non -Electric Resistance) DATE: 6-12-2002 TITLE: Glenn Haley PROJECT INFORMATION: Colonial Yarmouth, MA COMPANY INFORMATION: All Cape Insulation 6 Supply Inc. P.O. Box 645 E. Dennis, MA 02641 COMPLIANCE: PASSES Required UA - 556 Your Home - 544 Permit i Checked by/Date Area or Cavity Cont. Glazing/Door ------------------------------------------------------------------------------- Perimeter R-Value R-Value U-Value UA CEILINGS 1345 38.0 0.0 40 CEILINGS 225 30.0 0.0 8 WALLS: Wood Frame, 16" O.C. 2570 13.0 0.0 211 GLAZING: Windows or Doors 493 0.330 163 DOORS 91 0.550 50 FLOORS, Over Unconditioned Space 1500 19.0 0.0 71 HVAC EQUIPMENT: Furnace, 85.0 AFUE COMPLIANCE STATEMENT: The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate, has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in Sections 780CHR 1310 and J4.4. Builder/Designer Date 4 jft� _t MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.01 Glenn Haley DATE: 6-12-2002 Bldg.I Dept.► Use I I I [ ] 1 I [ ] I I I I ( ] I I I I [ ] I I I I 1 I [ l I I I I [) I I I I [ ] I I I I [ ] I I I I I I I I 1 I I I I I [ J I I CEILINGS: 1. R-38 Comments/Location 2. R-30 Comments/Location WALLS: 1. Wood Frame, 16" O.C., R-13 Comments/Location WINDOWS AND GLASS DOORS: 1. U-value: 0.33 For windows without labeled U-values, describe features: / Panes_ Frame Type Thermal Break? ( ] Yes [ ] No Comments/Location DOORS: 1. U-value: 0.55 Comments/Location FLOORS: 1. Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT: 1. Furnace, 85.0 AFUE or higher Make and Model Number AIR LEAKAGE: Joints, penetrations, and all other such openings in the building envelope that are sources of air leakage must be sealed. When installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the Inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTM E 283, with no more than 2.0 cfm (0.999 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. VAPOR RETARDER: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. MATERIALS IDENTIFICATION: Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R-values, glazing U-values, and heating equipment efficiency must be clearly marked on the building plans or specifications. DUCT INSULATION: Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: All accessible joints, seams, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are less than 1/8 inch. Duct tape is not permitted. The HVAC system must provide a means for balancing air and water systems. TEMPERATURE CONTROLS: Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. I HVAC EQUIPMENT SIZING: [ ] I Rated output capacity of the heating/cooling system is I not greater than 125% of the design load as specified I in Sections 780CMR 1310 and 34.4. SWIMMING POOLS: All heated swimming pools must have an on/off heater switch and requite a cover unless over 20% of the heating energy is from non-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): HEATI14G SYSTEMS: Low pressure/temp. Low temperature Steam condensate COOLING SYSTEMS: Chilled water or refrigerant PIPE SIZES (in.) TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" 201-250 1.0 1.5 1.5 2.0 120-200 0.5 1.0 1.0 1.5 any 1.0 1.0 1.5 2.0 40-55 0.5 0.5 0.75 1.0 below 40 1.0 1.0 1.5 1.5 CIRCULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZES (in.) NON -CIRCULATING I CIRCULATING MAINS i RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-l" 1 0-1.25" 1.5-2.0" 2.0+" 1 170-180 0.5 1 1.0 1.5 2.0 1 140-160 0.5 1 0.5 1.0 1.5 I 100-130 0.5 1 0.5 0.5 1.0 ----NOTES TO FIELD (Building Department Use Only)------------------------- t MAScheck COMPLIANCE REIORT Massachusc;ts Energy Code MASchec�,=S�rttware Version 2.01 Permit i Ctecked by/Date CITY: Yarmouth STATE: Hassachusetts HDD: 6137 CONSTRUCTION TYPE: 1 or 2 Family, Detached hcATI11G 3'ISTc.11 TYPE: Other (lion -Electric Resistance) DATE: 6-12-2002 TITLE: Glenn Haley FR.OJECT INFORMATION: Colonial Yarmouth, 14A COMPANY INFORMATION: Al1-a Znc. r, .. _ p�c-,Irs!13aticn•L-S>:pply -' .., .... P.O. Bo): 645 E. Dennis, MA 02641 i'OMPLIANCE: PASSES Required UA - 556 Your Home - 544 Area or Cavity Cont. Glazing/Door Perimeter R-Value R-Value ------------------------------------------------------------------------------- U-Value UA CEILINGS 1345 33.0 0.0 4G CEILINGS 225 30.0 0.0 d WALLS: Wood Frame, 16" O.C. 2570 13.0 0.0 211 GLAZING: Windows or Doors 493 0.330 163 DOORS 91 0.550 50 FLOOY,Z: C;er Unconditioned Space 1500 19.0 0.0 11 MAC EQUIIMENT: Furnace, 085.0 AFUE ------------------------------------------------------------------------------- COMPLIANCE STATEMENT: The proposed building design described here ir consistent with the building plans, specifications, and other calculationz submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The ?heating load for this building, and the cooling load. if,aphrc•priate,:.,- . Sum been deteuuined,using"the-applicable Standard Design Conditions found 1n the Code. The UVAC equipment'selected to heat, or cool the building shall be no greater than 125% of the design load as specified in Sections 7SOC?M 1310 and J4.4. Builder/Designer Date O N.AScr._ck -.=3PECTION C11ECFLIST Hzwsachusetts Energy Cok MASchect Software Version 2.01 Glenn Haley DATE: '6-124002 [ ] I I I I [ 1 1 I 1 I [ ] I I I 1 I 1 I I I I I I i [ 1 1 I CEILINGS: Ccf"aents/Location 2. R-30 Cercnents/Location WALLS: 1. Wood Frame, 16" O.C., R-13 Coratients/Location WINDOWS AND GLASS DOORS: 1. U-value: 0.33 For windows without labeled U-values, describe features: 6 Pala_ Fz=e ':ype Ttetmai Creak? ( ] Yes [ ] lla Ccainents/Location DOORS: 1. U-value: 0.55 Co=entr/Location FLOORS: 1. Over Unconditioned Space, R-19 Cocmnents/Location HVAC EQUIPMENTP: 1. Furnace, 65.0 AFUE or higher Make and Model Number AIR LEAKAGE: Joints, penetrations, and all other such openings in the building envelope that are sonLce5 of air leakage moat be sealed. 's.hcn installed in the building envelope, recessed lighting fixtures shall meet one of the following requirements: 1. Type IC rated, manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2. Type IC rated, in accordance with Standard ASTH E "<63, With Lo more than 2.0 cfm (0.949 L/s) air movement from the the conditioned space to the ceiling cavity. The lighting fixture shall have been tested at 75 PA or 1.57 lbs/ft2 pressure difference and shall be labeled. vAFOR RETARDER: Required on the warm -in -winter side of all non -vented framed ceilings, walls, and floors. !•1 ."Zo-IALS IDENTIFICATICN: Haterials and equipment must be identified so that c"pliance can be determined. Manufacturer mar:uals for all installed heating and cooling equipment and service water heating equipment must by provided. Insulation R-values, glazing U-values, and heating ecpaipment efficiency must be clearly marked on the building plana or specifications. DUCT IIISULATI014: Ducts shall be insulated per Table J4.4.7.1. DUCT CONSTRUCTION: All accessible joints, seats, and connections of supply and return ductwork located outside conditioned space, including stud bays or joist cavities/spaces used to transport air, shall be sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions. Mesh tape may be omitted where gaps are lest than. 1/8 inch. Duct tape is n:.t peruutted. The HVAC system must provide a means for balancing air and water systems. rEMPERATURE CONTROLS: Thermostats are required for each separate_ HVAC tyetem. A manual or automatic mean.-- to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMEI7P SIZING: Rated output capacity of the heating/cooling system is not greater thar. 125% of the design load as specified 1Il u2'�t1Gns 73OC4IU. 1310 and J4.4. SWIMMI14G POOLS: All heated swimming pools must have an on/off beater switch and require a cover unless over 20% of the heating energy is f.rm- nan-depletable sources. Pool pumps require a time clock. HVAC PIPING INSULATION: HVAC piping conveying fluids above 120 F or chilled fluids below 55 F must be insulated to the following levels (in.): PIPE SIZES (in.) BEATING SYSTEMS: TEMP (F) 2" RUNOUTS 0-l" 1.25-2" 2.5-4" Low pressure/temp. 201-250 1.0 1.5 1.5 2.0 Low temperature 120-200 0.5 1.0 1.0 1.5 Steam condensate any 1.0 1.0 1.5 2.0 COOLI1117 SY_TFYS: Chilled water or 40-55 0.5 0.5 0.75 1.0 refrigerant below 40 i.0 1.0 1.5 1.5 :IR-ULATING HOT WATER SYSTEMS: Insulate circulating hot water pipes to the following levels (in.): PIPE SIZE-S (in.) NON -CIRCULATING I CIRCULATING MAINS 6 RUNOUTS HEATED WATER TEMP (F): RUNOUTS 0-l" 1 0-1.25" 1.5-2.0" 2.0+" F.F. EL. 15.1 T.O. FOUNDATION EL. 14.1 FINISH GRADE EL. 13.0 FLOOD OPENINGS- N/A ENCLOSED AREA se 1037 S.F. 9.5" TJI JOIST • 2 5 O T.O. WALL AND �_ UN ERSIDE OF OPENING EXTEND 1'-3" BEYOND EACH SIDE OF OPENING T.O. 2" CONC. OUST EL. 10.2 210 I I I ZONE A EEL1 0.0 we BASE FLOOD ELEVATION (B.F.E.) N6 FOOTING THICKNESS 24" to original undisturbed soil 1, _ 8" TYPICAL i FOUNDATION WALL CROSS SECTION C. Two', No.34T74 MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Engineers tto Lane. nWAA4. 4PeweAUseVA OWI FOR:_._, WINFIELD .. REAL ..ESTATE TRUST Drawn BY: ucT/Bcw Date: 08/05#/02 Drawin cola: None Rev. 0 LOS1. 19 PARKER'S '� So.`YARMOUTB, NECK RDA MA CrvC+� 1 ►711►7 1 he Name:..... Project No : 2002-86 e B.F.E. - 10.0; T.O.C. O EL 12.0 I—X—X—X—X—X—X-x z FOOTING THICKNESS - 24- 1 ' - 8' GARAGE SLAB -ON -GRADE DETAIL FLOOD FOUNDATION DETAILS FOR: WINFIELD REAL ESTATE TRUST LOT 1 o 19 PARKER'S NECK RD. SO. YARMOUTH, MA > O.T MICHELE C. TUDOR, P.E. Consultina Structural Engineers V-5;d 1 . c.ntWw. _4oasoenussM 02032 80: ►M/W* Dote: 08/05/02 Drawing ,: None Rev. 0 S KS - 2 Name: s r Project No.: 2002-66 F.F. EL. 15.1 T.O. FOUNDATION EL 14.1 FINISH GRADE EL. 13.0 �o 1 co FLOOD OPENINGS: N/A ENCLOSED AREA - 1037 S.F. 9.5" TJ1 JOIST • 2 5 O T.O. WALL AND � ERSIDE OF OPENING EXTEND V-3" BEYOND EACH SIDE OF OPENING T.O. 2" CONC. DUST EL. 10.2 NOTES FLOOD ZONE A EL 10.0 - BASE FLOOD ELEVATION (B.F.E.) Q ��� FOOTING THICKNESS - 24" N 6 to originol undisturbed soil 8" TYPICAL` -OUNDATION WALL CROSS SECTION No. 34714 �let" / MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Structural Em neersEm neers f�conon.o•a w» � moo u� frog,, o2ast FOR: WINFIELD REAL ESTATE TRUST Drawn By: MCT/WW Date: 08/:0'5/os Drawing LOT 1, 19 PARKER'S NECK RD. tale. None Rev. 0 SKS — 1 SO. YARMOUTH, MA he Nome:,,.... I Project No.:2002-86 B.F.E. - 10.0; T.O.C. O EL 12.0 I—X—X—X—X--X—X--X—L FOOTING THICKNESS w 24' I - s" GARAGE SLAB -ON -GRADE DETAIL No.3A77A slHUCTuM� iOT MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Structural Eno»gineers 1 GMenAue, Mxw eKb 0 03t FOR: WINFIELD REAL ESTATE TRUSTOro•n Dy: U T/WW Dote: 08/05/02 Drawin LOT 19 19 PARKER'S NECK RD. Seat*: None Rev. 0 SKS — 2 SO. YARMOUTH, MA File Name;,.,, Project No.:2002-55 F.F. EL. 15.1 T.O. FOUNDATION EL 14.1 FINISH GRADE EL. 13.0 , �o t 40 0 Q FOOD OPENINGS: N/A ENCLOSED AREA = 1037 S.F. 9.50 TJI JOIST • • I —EACH 2 5O T.O. WALL AND UN ERSIDE OF OPENING EXTEND 1'-3' BEYOND SIDE OF OPENING to original undisturbed soil I it — 8„ T.O. 2" CONC. DUST - EL. 10.2 NOTES FLOOD ZONE A EL 10.0 = BASE FLOOD ELEVATION (B.F.E.) FOOTING THICKNESS - 24" TYPICAL T FOUNDATION WALL CROSS SECTION C. Tution No. 341-14 MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Structural Engineers veto Lane.ntwN1M.. yTocnu"% 02 2 FOR: WINFIELD REAL ESTATE TRUSTDrown Br: ucT/BCW Date: 0a/05/02 Drawin LOT 1. 19 PARKER'S NECK RD. cote: None Rev. 0 SKS --1 SO. YARMOUTH, MA he Name: «,..... Project No : 2002-86 B.F.E. - 10.0; T.O.C. O EL 12.0 I—X—X—X--X—X—X—X—L FOOTING THICKNESS - 240 1' — 8" GARAGE SLAB -ON -GRADE DETAIL Np,3A774 STlluClu"I�L � I - 70AVI-lao MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Cora,.S.tructural wmy rs 1nWvwFOR: WINFIELD REAL ESTATE TRUST Drawn By: Ma/BCW Dote: 08/05/02 Drawing LOT 1, 19 PARKER'S NECK RD. Scab: None Rev. o SKS — 2 SO. YARMOUTH, MA IFIle Name:.,.... I Project No.: 2002-88 l BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT- US Wednesday, August 02,2000 13:10 File Single - 91/2" AJS 10 Name: 1J1 Job Name 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - BOCA 99-23, SBCCI 9707A, ICBO 5504 Misc: - 1,11 Typical 1st floor Joist FILE A A P 11 BO 131 B2 349 Ibs LL 1000 Ibs U. 605lbs LL 171bS DL 15-00-00 240lbs DL 15-00-00 137lbs Db4.00-00 Total Horizontal Length - 34-00-00 General Data Version: US Imperial Member Type: - Joist Number of Spans - 3 Left Cantilever - No Right Cantilever - Yes Slope 0112 OC Spacing 16" Repetitive Yes Construction Type Glued Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above Is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead OCS S Standard Unf.Area Load Left 00-00-00 34-00-00 40 PSF 10 PSF 16" Controls Summary Control Type Value % Allowable Duration Loadcase Span Location Moment 1852 ft-Ibs 73.1% @ 100% 6 1 - Right End Reaction 425 Ibs 37.2% a 100% 4 1 - Left Int. Reaction 1240 Ibs 42.3% ® 100% 6 1 - Right Cont Shear 623 Ibs 53.7% @ 100% 6 1 - Right Total Deflection U843 (0.2130) 28.5% 5 2 Live Deflection U931 (0.1930) 51.6% 5 2 Total Neg. Dell. -0.351" 70.2% 6 3 Max. Dell. 0.213" (Limit: 0.50) 42.7% 5 2 Span/Depth 18.9 1 CAUTIONS: Design assumes Top and Bottom flanges to be restrained at cantilever. NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1.W4". Minimum bearing length for B1 is 3-1/2". Minimum bearing length for B2 is 3-1/20. L ,l ! SH OF 14jN MatokVED K f� NUSSE rENGINE AUG 0 5 2002 � To Dur. 100 Page 1 of 1 BCIS and Versa -Lam® are registered trademarks of Boise Cascade Corp. Under 1st floor BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:46 Quadruple -1 3/4" x 14" V-L SP 2900 Name: 1B1 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 1 B1 40 PSF 110 PSF BO 12-00-00 B7 06-00-00 B2 B3 30 6lbs LE 14899 Ibs LL 18087� 12-00-00 LL 73 Ibs DL 462� 1t�t 6zontal Length. 36%t� DL 709 Ibs L General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 3 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 15-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 40 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00.00 30-00-00 40 PSF 10 PSF 15-OD-00 100 1 From 2134 lally Conc.P4 Load Left 15-06-00 15-06-00 17055 Ibs 6602 Ibs n/a 100 Controls Summary Control Type Value % Allowable Duration Loadcase Span Location Moment 27579 ft-Ibs 50.8% 0 100% 5 2 - Internal End Shear 2914 Ibs 15.4% @ 1000/0 4 1 - Left Cont. Shear 16857 Ibs 89.0% 0 100% 7 2 - Right Total Deflection U1908 (0.0380) 12.6% 5 2 Live Deflection L/2351 (0.D31') 20.4% 5 2 Total Neg. Dell.-0.029" 5.9% 5 3 Max. Defl. 0.065' (Limit: 0.50) 13.0% 4 1 Span/Depth 10.3 1 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2'. Minimum bearing length for B1 is 3-1/4% Minimum bearing length for B2 is 4". Minimum bearing length for B3 is 1-1/2". RAJA e OF tlq�� MOHHAMED H. v EWIrIE o '79FQt.4SE� FF�/ONm- nr T\1�� AUG 0 5 2002 Page 1 of 1 BCIO and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200012:57 Under 1st floor Foyer Double -1 3/4" X 91/2" V-L SP 2900File Name: 1132 Job Name 02D6104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Tip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512. BOCA 98-52, SBCCI 9852 Misc: - 1132 n .,ar ,.;j .«-. ... t .f tax:.• :d�- ,i ".:. �t :e t.. BO B1 23 81bs LL 30501 U. 69 Ibs DL Total Horizontal Length - 10-00-00 937 IbsPL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope Qt12 Tributary 10-00-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00.00-00 10-00-00 40 PSF 10 PSF 10-00-00 100 1 From 1B4 Hanger Conc.P4 Load Left 05-06-00 05-06-00 724lbs 2691bs n/a 100 2 From 1 B5 Hanger Conc.PL Load Left 09-00-00 09-00-00 724 Ibs 269 Ibs n1a 100 Controls Summary Control Type Value Moment 9307 It-Ibs End Shear 3583 Ibs Total Deflection U374 (0.321') Live Deflection U486 (0.247") Max Dell. 0.321" (Limit: 0.5") Span/Depth 12.6 %Allowable Duration 71.3% 0 100% 55.7% @ 100% 64.2% 98.7% 64.2% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1.1/2". Minimum bearing length for B1 is 1-1/20. Loadcase Span Location 2 1 - Internal 2 1 - Right 2 1 2 1 2 1 1 A ,( P,Z41 OF fifq�9 �G o MJHA,V'ED H.�- HUSSEIN �^ *+ - slRurn No. 408156 ER • �A 9Fais-re % /0 IF T'� AUG 0 5 2002 Page 1 of 1 BCI® and Versa-LamO are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200012:59 Double -1 3/4" x 11 7/8" V-L SP 2900File Name: 1113 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 1133 Header for crawl space . 77 Aft BO at 4 Ibs LL 420lbs 10f S Ibs DL Total Horizontal Length-06-00.00 1085lbsIDL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 40 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00.00-00 06-00-00 40 PSF 10 PSF 00-08-00 too 1 Gable Wall Lds Unf.Un. Load Left 00-00-00 06-00-00 0 PLF 300 PLF n/a 100 2 2nd Fir Lds Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 00-08-00 100 3 Attic Fir Ld Unf.Area Load Left 00-00-00 06-00-00 40 PSF 10 PSF 00-08-00 100 4 Rf Ld Unf.Area Load Left 00-00-00 06-OD-00 30 PSF 15 PSF 02-00-00 115 Controls Summary Control Type Value Moment 1988 ft-Ibs End Shear 888 Ibs Total Deflection U4807 (0.015') Live Deflection U17224 (0.004') Max. Defl. 0.015' (Omit: 0.5') Span/Depth 6.1 %Allowable Duration 10.0% @ 100% 11.1% @ 100% 5.0% 2.8% 3.0% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1.1/2'. Minimum bearing length for Bt is 1.1/2". Loadcase Span Location 2 1 - Internal 2 1 - Left 3 1 3 1 3 1 1 �{ OF 4144 �1 MAME OHD H. Gu, — HUS";N No. y STR IC I iA1 I `� A90� cis EO � F'fONAL ►►1e��14 AUG 0 5 20OZ Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Single -11 7/8" AJS 10 File Name: Sunday, July 30, 2000 10:36 2,11 Job Name - 0206104 Customer Barry Dunn Address - 19 Parker's Neck Rd. Specifier Jesse Despo Designer Jesse Despo City, State, Zip - S. Yarmouth, MA Company: National Lumber Code Reports - BOCA 99-23, SBCCI 9707A, ICBO 5504 Misc: 2,11 Longest single span (2nd flr) Ptandard Load - 40 PSF 110 PSF OC Spacing 16' S.Y.. �1-3/4' 1-3/4"d6 BO B1 400 Ibs LL 400 Ibs LL 1 Op Ibs DL 100 Ibs PL General Data Version: US Imperial Member Type: - Joist Number of Spans • 1 Left Cantilever - No Right Cantilever - No Slope 0/12 OC Spacing 16' Repetitive Yes Construction Type Glued Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Total Horizontal Length - 15-00-00 id Summary Description Load Type Ref. Start End Live Dead OCS Dur. Standard Unf.Area Load Left 00-OD-00 15-00-00 40 PSF 10 PSF 16' 100 Controls SummarV Control Type Value Moment 1875 ft-Ibs End Reaction 500 Ibs Total Deflection U896 (0.201') Live Deflection U1120 (0.161') Max. Dell. 0.201' (Limit: 0.50) Span/Depth 15.2 %Allowable Duration 55.5% @ 100% 43.7% @ 100% 26.8% 42.8% 40.2% NOTES: Design meats Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.50) Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4'. Minimum bearing length for B1 is 1-W40. Loadcase Span Location 2 1 - Internal 2 1 - Right 2 1 2 1 2 1 1 IA OF Al MOHAMEDH. _ HU6 .o -pENGMER �F FOrST£�"o�yQ F�buaL �� TIT THE AMOVAL IS FOR SIRUCTUP.A1 AINEIRS OILY AND 15 BUSED SOLEY ON THE INFOWUN ION P£OMED TO IN& LUMBER COMPANY BY THE (011171CTOR. NATIONAL W92i COWANY IS NOT RESFOVTLE FOR CHECKINMG THE VALIDITY OF THIS INFOPJ'�1,ATIOi1 OR TO ASCERTAIN WHAT f1iR m FACTORS MAY BE TA:KE'd NO CONSKRATION. IT IS TriE COSflWOR'S RESPONSiBUTTY 10 SATISFY HIM THAT THE INFORMATIM MD (OffIGURATIO1 LAID OUT IS COW AND SATISFACTORY FOR THE GIV<N STRUM Q a PARTIES INVOLVED. BCI® and Versa -Lam& are registered trademarks of Boise Cascade Corp. JUL 312002 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Sunday, July30, 2000 10:36 File Single -11 7/8" AJS 10 Name: 2.12 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - BOCA 99-23, SBCCI 9707A, ICBO 5504 Misc: - 2,12 -)oast (2nd fir) I_ lStandardLoad-40PSF110PSF OCSpacing l6 _I_ I ___ __I— I _I_._. _j J. � ti_.1'YJ . 1.♦ v l.. t. !:' .1 `j'nJ, ti v t�:,s .-y i,.^.(� 3-1/2' 3-1/2' 3-1/2' 3-1/2' 131 B2 B3 B4 455 Ibs LL 914 Ibs LL 914 Ibs LL 443 Ibs LL ,12-00-0( 103 Ibs DL 14-05-00 226lbs DL 15-07-00 153lb5D®1002§dbs D44-00-00 General Data Version: US Imperial Member Type: - Joist Number of Spans -5 Left Cantilever - Yes Right Cantilever - Yes Slope 0112 OC Spacing 16' Repetitive Yes Construction Type Glued Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above Is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or it you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Total Horizontal - 39-00-00 Load Summary ID Description Load Type Ret. Start End Live Dead OCS S Standard Unf.Area Load Left 00-00-00 39-00-00 40 PSF 10 PSF 16" Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Moment 1582 ft-Ibs 46.8% 0 100% 7 2 - Right Int. Reaction 1141 Ibs 38.9% @ 100% 7 2 - Right Cont. Shear 588 Ibs 39.5% ® 100% 7 2 - Right Uplift -266lbs 8 4-Right Total Deflection U1487 (0.116') 16.1% 5 2 Live Deflection U1712 (0.101") 28.0% 5 2 Total Neg. Dell.-0.094" 18.9% 7 1 Max. Dell. 0.116" (Limit 0.5') 23.3% 5 2 Span/Depth 15.7 3 CAUTIONS: Uplift of -266 Ibs found at span 4 - Right. Design assumes Top and Bottom flanges to be restrained at cantilever. NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for Bt is 3-1/2". Minimum bearing length for B2 is 3-1/2". Minimum bearing length for B3 is 3-1/2". Minimum bearing length for B4 is 3-1/2". III[ APPROVAL IS FOR STRUGLIPJi MEMBERS ONLY AND IS BASED SOLEY ON THE INFwP .WOtI PROVIDED TO MR LUTABER COk1PANY BY THE COi1 UCTOR. NAIONAL LUMBER (WANY IS FIOT {tESPOitSif?lE FOR CHcCCfII THE VAII TY OF THIS Ih?CRIIAIM OR TO ASCEMill WHAT FIfKFiiE11 FACTORS MAY BE TI.k;EN WO (ON'SIDERATloa fT IS THE CONFRACTOR'S RESPONSIBILITY TO SAISFY I11,NULF THAT THE INFORMATION AND CO,"IGURATT04 LAID OUT IS (ORRECT AnD SATISFACTORY FOR THE GIVEN STRUM AND ALL PARTIES INVOLVED. BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. JUL 312002 Dur. 100 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Sunday, July 30, 200010:28 File Quadruple -1 3/4" x 16" V-L SP 2900 Name: 2131 Job Name 0206104 Customer - Barry Dunn Address 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2B1 Beam above garage BO B1 D 2 Ibs LL 4537 Ibs U. 6 8 IbS DL 1698 Ibs Total Horizontal Length - 24-00-00 DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 11-00-00 Repetitive n/a Construction Type n/a Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Load Summary ID Description S Standard 1 Bathroom live load Controls Summary Control Type Value Load Type Ref. Start End Live Dead Trib. Dur. Unf.Area Load Left 00-00-00 24-DO-00 30 PSF 10 PSF 11-00-00 100 Unf.Area Load Left 18-00-00 24-00-00 10 PSF 0 PSF 11-00-00 100 Moment 34945 ft-Ibs End Shear 5460 Ibs Total Deflection U378 (0.761') Live Deflection U533 (0.54') Max. Dell. 0.761' (Umit: 1') Span/Depth 18.0 %Allowable Duration 50.0% @ 100% 25.2% 0 100% 63.4% 67.5% 76.1 % NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/20. Minimum bearing length for B1 is 1-1120. Loadcase Span Location 2 1 - Internal 2 1 - Right 2 1 2 1 2 1 1 1 OF Mq�a IaOffAMEDH., HU6SEIN No. 4008E STRt1C a Q1 � 1 A ` FO;STE� AQY F�'rorwL E� �►► ►vi TILE AFPROVAL IS FOR STRf MPa MEMBERS ONLY AND IS BASED SOLEY ON THE INFORt.ATNON PROVIDED TO HATI&E LUMBER (OM°ANY BY THE (OWRAGOR. NATIOW' LUk,BER (TAS 41Y IS C;OT RESPONSIBLE FOR (HURIG THE VALIDITY OF THIS INT, OWATI011 OR TO AS(ERT4111 YVI'�AT FTJRTNER FACTORS MAY BE T4KEN Tt110 (00HLRA1i0Fl. IT IS THE (ONWOR'S RESMUSINLRY TO SATISFY HIMSELF TMT THE HIORATATIM AND (01ri-1GURAR011 LAID OUT IS (ORREQ AND SATISFACTORY FOR THE GIVEN STRUM 0 All PARTIES INVOLVED. BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. JUL 3 12002 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Sunday, July 30, 200010;29 Triple -1 3/4" x 16" V-L SIP2900File Name: 2132 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICSO 5512, BOCA 98-52. SBCCI 9852 Misc: - 2132 16' Gararge Door Header BO Bt 49 Ibs LL 4084 lb ILL 34� Ibs DL Total Horizontal Length - 16-03-08 3288 lbs IDL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 30 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 16-03-08 30 PSF 10 PSF 00-08-00 100 1 Wall Id Unf.Un. Load Left 00-00-00 16-03-08 0 PLF 100 PLF n/a 100 2 Non -useable attic Id Unf.Area Load Left 00-00-00 16-03-08 10 PSF 10 PSF 07-00-00 100 3 From 2133 hanger Conc.PL Load Left 03-06-00 03-06-00 4042 Ibs 1698 Ibs n/a 100 4 Rf Id Unf.Area Load Left 00-00-00 16-03-08 30 PSF 15 PSF 01-08-00 115 5 From 2B1 hanger Conc.Pt. Load Left 12-06-00 12.06-00 2705 Ibs 1418 Ibs n/a 100 Controls Summary Control Type Value Moment 28441 ft-Ibs End Shear 7614 Ibs Total Deflection U456 (0.4280) Live Deflection U800 (0.244') Max. Defl. 0.428' (Limit: 1') Span/Depth 12.2 %Allowable Duration 54.2% ® 100% 46.9% ® 100% 52.6% 45.0% 42.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1') Maximum load deflection criteria. Minimum bearing length for BO is 1-7/8'. Minimum bearing length for 131 is 1-518'. Loadcase Span Location 2 1 -internal 2 1 -Left 3 1 3 1 3 1 1 THE APP ,OVAL IS FOR STRUaLI M MEMBERS ONLY AND IS BASED SOLEY ON THE IYFOIru: 014 PROVIDED TO NATIR LUMBER (O.tt?ally BY THE (ONIRA(FOR. NATIO'& 0 Ll!A ER COMPANY IS tlOT RESF0%5LE FOR (HE(KIIN6 Tirc VALIDITY Of THIS 115ORMATION OR TO AWI:1AiN WHAT FI)zRiER FAt1ORS my BE TA.KEII GITO (OhSIDERAT'IOL1. IT IS RiE (OIRRAQOR'S RESPONSIBILITY TO SATISFY HIMSELF THAT THE UTFORMATINT ACID GIVEN OliFISTRU(TI)RE AND ALLIPATtREs NVOLV p.ACFORY FOR THE JUL 312002 Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTM 2001 a DESIGN REPORT - US Sunday, July 30, 2000 10:29 Quadruple -1 3/4" x 16" V-L SP 2900 Name: 2133 Job Name 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 283 Beam above garage IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIa111111111111111111111111111111111111 I�1� 1111 . , . ,:.:.. DO 27 5 Ibs LL 14�8lbs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 08-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 10 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Total Horizontal - 24-00-00 BI 3095 lbs LL 14181bs1DL Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 24-MOO 10 PSF 10 PSF 08-08-00 100 1 Bathroom live load Unf.Area Load Left 18-00-00 24-00-00 10 PSF 0 PSF 08-08-00 100 2 live Id Unf.Area Load Left 00-00-00 24.00-00 20 PSF 0 PSF 06-08-00 100 Controls Summary Control Type Value Moment 25134 ft-Ibs End Shear 3947 Ibs Total Deflection U525 (0.5480) Live Deflection L/793 (0.363') Max. Defl. 0.548' (Umit V) Span/Depth 18.0 %Allowable Duration 36.0% 100% 18.2% ® 100% 45.6% 45.4% 54.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1') Maximum load deflection criteria. Minimum bearing length for BO Is 1.1/2". Minimum bearing length for B1 Is 1-1/2'. Loadcase Span Location 2 1 - Internal 2 1 -Right 2 1 2 1 2 1 TIIE APPROVAL IS FOR STRUCTURAL MEMIM MY AND IS BASED SOLEY ON THE INFUMID14 PROMID TO PIATIM WAUR (WANY BY THE C09(RACTOR. NATION= LUMBF!( (000 IS COT RESPOWE FQ (HiCUNG TI•1f VALIDITY OF THIS IifFCrR.NATION 09 TO ASCERTAGT y6w FuITNER FAQORS AuY BE mg, i INTO COITSiR.AT w. IT IS THE (ONma% S RES"rONSiB.' M TO SATISFY HIMSELF TIIAT THE HIORMATION AND (04FlGURADON up OUT is CORRECT AND SATISFAQORY FOR THE GIVEN SMIME AND Al. PARTIES INVOLVED. BCIO and Versa -Larne are registered trademarks of Boise Cascade Corp. 1� JUL 312002 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:45 File Triple -1 3/4" x 11 7/8" V-L SP 2900 Name: 284 Job Name 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCC19852 Misc: - 2134 Above Kitchen Parlour PSF 110PSF BO B1 B2 10 5 Ibs LL I)l15-08-00 17055 lbs LL 14-04-00 2840 lbs LL Total Horizontal Length - 30-00-00 General Data Version: US Imperial Member Type: - Floor Beam Number of Spans -2 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 15-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 30 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the Input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above Is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 30-00.00 30 PSF 10 PSF 15-00-00 100 1 From 21312 Hanger abo Conc.PL Load Left 15-08-00 15-08-00 6258 lbs; 2427 lbs n/a 100 2 From 2137 hanger Conc.P4 Load Left 15.08-00 15-08-00 2346 Ibs 1029 lbs We 100 Controls Summate Control Type Value %Allowable Duration Moment 17471 ft-lbs 58.5% ® 100% End Shear 3463 lbs 28.7% 0 100%, Cont. Shear 5341 lbs 44.3% @ 100% Total Deflection U525 (0.358') 45.7% Live Deflection U655 (0.2870) 54.9% Total Neg. Deft. -0.084" 16.9% Max. Deft. 0.3580 (Limit 0.75") 47.7% Span/Depth 15.8 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.75') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". _ Minimum bearing length for B1 Is 5-1/40. Minimum bearing length for B2 is 1-1/2% Loadcase 2 4 2 4 4 4 4 OF MA N.� MOHW ED H.Gj' No. 94 ZA A�j9FQIStE� t1� AUG 0 5 2002 Span Location 1 - Right 1 -Left 1 - Right 1 1 2 1 1 Page 1 of 1 BCM and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:09 Double -1 3/4" X 11 7/8" V-L SP 2900 le Name: 2135 Job Name 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2135 Ab BO 467 Ibs LL 1206lbs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 40 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Total Horizontal - 06-08-00 467 1206 B1 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00-00 06-08-00 40 PSF 10 PSF 00-08-00 100 1 Gable Wall Lds Unf.Lin. Load Left 00.00-00 06-08-00 0 PLF 300 PLF n/a 100 2 2nd Fir Lds Unf.Area Load Left 00-00-00 06-08-00 40 PSF 10 PSF 00-08-00 100 3 Attic Flr Ld UnfArea Load Left 00-00-00 06-08-00 40 PSF 10 PSF 00-08-00 100 4 Rf Ld Unf.Area Load Left 00-00-00 06-08-00 30 PSF 15 PSF 02-00-00 115 Controls Summate Control Type Value Moment 2454 ft-Ibs End Shear 1035 Ibs Total Deflection U3504 (0.0230) Live Deflection U12559 (0.0060) Max. Defl. 0.023' (Limit 0.50) Span/Depth 6.7 %Allowable Duration 12.3% @ 100% 12.9% 0 100% 6.8% 3.8% 4.6% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2'. Minimum bearing length for 61 is 1-1/2'. Loadcase Span Location 2 1 - Internal 2 1 -Left 3 1 3 1 3 1 1 AA e �a� MORN, �, rs f'f`Hcc� + ENGINE p �. A 9Fr31stE� �� �FfSS10NA��l� IF T1�� AUG 0 5 2002 Page 1 of 1 BCI® and Versa-LamO are registered trademarks of Boise Cascade Corp BOISE CASCADE - BC CALCTM 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:42 Quadruple -1 3/4" x 11 7/8" V-L SP 2900 File Name: 2B7 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2137 Above Kitchen/ Under 381 post �02-00-00 B-1B 10821b9LL 14-0500 234 LL I 613 lb s DL Total Horizontal Length-16-05-00 1029Ibs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans -2 Left Cantilever - Yes Right Cantilever - No Slope 0112 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 30 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description S Standard 1 From Post carring 3131 Controls Summary Control Type Value Load Type Ref. Start End Live Dead Trib. Dur. UnfArea Load Left 00-00-00 16-05-00 30 PSF 10 PSF 00-08-00 t00 Conc.PL Load Left 12-03-00 12-03-00 3097lbs 1149lbsn/a 100 Moment 13628 ft-Ibs End Shear 3326 lbs Cont. Shear 1545 Ibs Total Deflection L/835 (0.207") Live Deflection L/1207 (0.143') Total Neg. Defl. -0.079" Max. Dell. 0.207" (Limit 0.625 Span/Depth 14.6 %Allowable Duration Loadcase Span Location 34.2% 0 100% 5 2 - Internal 20.7% 0 100% 5 2 - Right 9.6% ® 100% 2 2 - Left 28.7% 5 2 29.8% 5 2 15.9% 5 1 33.1% 5 2 2 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (1.1360) Live load deflection criteria. Design meets arbitrary (0.625") Maximum load deflection criteria. Minimum bearing length for B1 is 3% Minimum bearing length for B2 is 1.1/20. p�LlAd y OF MA& ry e 4� �11,h1ED H. NUSSE@ W. r' °$b 9FG 1 9- to ►�► 1,44 AUG 0 5 2002 Page 1 of 1 BCIO and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Saturday, July08, 200017:33 File Single -1 3/4" x 91/2" V-L SP 2900 Name: 2B9 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Tip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2139/2B10 2nd fir stair header Standard Load - 40 PSF 110 PSF Tributary03-06.00 zt BO 'r8p Ibs U. ibs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope G112 Tributary 03-06-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or 9 you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 B1 280 Ibs L 79 Ibs b - 04-00-00 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-00-00 40 PSF 10 PSF 03-06-00 100 Controls Summary Control Type Value Moment 359 ft-Ibs End Shear 217 Ibs Total Deflection U11603 (0.0040) Live Deflection U14893 (0.003') Max. Dell. 0.004" (Limit: 0.5') Span/Depth 5.1 %Allowable Duration 5.5% 0 100% 6.8% @ 100% 2.1% 3.2% 0.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1.1/2'. Minimum bearing length for Bt Is 1-1/2'. Loadcase Span Location 2 1 - Internal 2 1 -Left 2 1 2 1 2 1 1 ��r a eel �1HOFy4 d v n� fdOHAhIeD H. . HUS �^ flo.4 .0 9EINE 40 �F FGrs,rs THE APPROVAL IS FOR STRBCTUR/d MEMBERS ONLY AI{D IS BASED Sf/.EY ON THE IMOX014 PROMED TO Mndk Wiwi COMPANY BY THE t0?1TPOOR. NAD ," WPM (WI/,NY IS NOT kESPOV2PLE F02 CHECKING Thl VA1111M OF THIS II:FCRhNON OR TO ASMIrY MAT IR FAQORS MAY Of TA -UN 11410 CO T R.AWN'. TT IS THE C CTOR'S RESPONSIDWY TO SATISFY HIM PW THE INFOR ADON AND CoNIFISURADON Ujo OUT IS COrKEQ AND SATISFACTORY FOR THE Gla STRKIWE AND All PARTIFS INVOLVED. BCI® and Versa -Lam are registered trademarks of Boise Cascade Corp. JUL 312002 BOISE CASCADE - BC CALCTM 2001 a DESIGN REPORT - US Saturday, July 08, 2000 17:33 Single -1 3/4" x 91/2" V-L SP 2900 File Name: 21310 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2139/21310 2nd fir stair header Standard Load - 40 PSF 110 PSF Tdbutary03-w oo ,"i'1� �.S[ r. Lsn -.. ...Y. .4. BO TIbs LL s DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 03-06-00 Repetitive n1a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. at 280lbs� 79lbs Total Horizontal Length - 04-00-00 id Summary Description Load Type Ref. Start End Live Dead Trib. Dur. Standard UnfArea Load Left 00-00-00 04-00-00 40 PSF 10 PSF 03-06-00 100 Controls Summary Control Type Value Moment 359 ft-Ibs End Shear 217lbs Total Deflection U11603 (0.0040) Live Deflection U14893 (0.003') Max. Dail. 0.004' (Limit: 0.50) Spa v`Depth 5.1 %Allowable Duration 5.5% ® 100% 6.8% ® 100% 2.1% 3.2% 0.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria Design meets arbitrary (0.50) Maximum bad deflection criteria Minimum bearing length for BO is 1-1/2'. Minimum bearing length for B1 is 1.1/2". THE APPROVAL iS FOR STRdCTURk 141WERS Oi{LY AND SOLEY 0i4 THE lPi.EMADON PROVIDED TO NATIM W6 COMPANY BY THE COIMCOR. NAY, O;'L�tWho COh 110T RESWIM5li FO2 GIEIXRT6 THE VI'M OF THIS INFORMoVIOII OP TO ASCE4TNN WHAT FMW FAQORS TAV011 GHTO COAS."AUTi0T1. TT IS DIE CO(IiUCIMIS RES,°ONSIMW TO SATISFY MAW PMT THE INFORWA COPS IGURATTOH LAID OUT IS Raw SATTSFACFORY GIa SiRnif AND All PARTIES LwOLVED. Loadcase Span Location 2 1 - Internal 2 1 -Left 2 1 2 1 2 1 1 tH OFWE) S� WHAH. � Hii$$�1 r� No. 4txy Tay ` I ►' rrt JUL 31 2002 SP 6 BASED SER ANY IS MAY BE nWAND FOR THE Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. %Allowable Duration 5.5% ® 100% 6.8% ® 100% 2.1% 3.2% 0.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria Design meets arbitrary (0.50) Maximum bad deflection criteria Minimum bearing length for BO is 1-1/2'. Minimum bearing length for B1 is 1.1/2". THE APPROVAL iS FOR STRdCTURk 141WERS Oi{LY AND SOLEY 0i4 THE lPi.EMADON PROVIDED TO NATIM W6 COMPANY BY THE COIMCOR. NAY, O;'L�tWho COh 110T RESWIM5li FO2 GIEIXRT6 THE VI'M OF THIS INFORMoVIOII OP TO ASCE4TNN WHAT FMW FAQORS TAV011 GHTO COAS."AUTi0T1. TT IS DIE CO(IiUCIMIS RES,°ONSIMW TO SATISFY MAW PMT THE INFORWA COPS IGURATTOH LAID OUT IS Raw SATTSFACFORY GIa SiRnif AND All PARTIES LwOLVED. Loadcase Span Location 2 1 - Internal 2 1 -Left 2 1 2 1 2 1 1 tH OFWE) S� WHAH. � Hii$$�1 r� No. 4txy Tay ` I ►' rrt JUL 31 2002 SP 6 BASED SER ANY IS MAY BE nWAND FOR THE Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTIA 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:18 2nd fir stair header Double -1 3/4" x 11 7/8" V-L SP 2900 Naive: 2811 Job Name 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2B11/2B12 PSF 1 10 PSF BO Bt 7 Ibs ILL 812 Ibs 300 Ibs DL Total Horizontal Length - 18-07-00 322 Ibs �L General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 01-04-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 18-07-00 40 PSF 10 PSF 01.04-00 100 1 frm str header Conc.PL Load Left 07.00-00 07-00-00 280 Ibs 79 Ibs n!a 100 2 frm stir header Conc.Pt. Load Left 14-00-00 14-00-00 280 Ibs 79 Ibs n/a 100 Controls Summary Control Type Value %Allowable Duration Moment 5476 ft-Ibs 27.5% a 100% End Shear 1056lbs 13.1% @ 100% Total Deflection L/M (0.3510) 37.8% Live Deflection U884 (0.252') 54.3% Max. Defl. 0.351' (Omit: 0.625 56.1% Span/Depth 18.8 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.625') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2'. Minimum bearing length for Bt is 1-1/2% Loadcase Span Location 2 1 - Internal 2 1 - Right 2 1 2 1 2 1 1 viuv MOHAMED H. yGJ, HUSSEIN No. ZA STRV nl_R ( 1 0 9FG%STE�� �� v r►► rrr�r• AUG 0 5 2002 Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTIA 2001 a DESIGN REPORT - US Wednesday, August 02, 20W 14:42 File Double -1 3/4" X 11 7/8" V-L SP 2900 Name: 2B12 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 2B11/2B12 2nd fit stair header 04-00-00 B1 18-07-00 B2 2 413 I s DL Total Horizontal Length - 22-07-00 24271bs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans -2 Left Cantilever - Yes Right Cantilever - No Slope 0112 Tributary 00-08-00 Repetitive n/a Construction Type Na Live Load Dead Load Part Load Duration 30 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. ' Dur. S Standard Unf.Area Load Left 00-00-00 22-07-00 30 PSF 10 PSF 00-08-00 100 1 frm str header Conc.Pt. Load Left 10-00-00 10.OG-00 280 Has 79 Ibs n/a 100 2 frm str header Conc.Pt. Load Left 14.00-00 14.00-00 19 Has 79 Ibs n/a 100 3 From 3B7 Conc.Pt. Load Left 22-00-00 22-00-00 6165 Ibs 2268 Ibs n/a 100 Controls Summary Control Type Value % Allowable Duration Loadcase Span Location Moment 5750 ft-Ibs 28.9% G 100% 5 2 - internal End Shear 214 Ibs 2.7% 0 100% 5 2 - Right Cont. Shear 888 lbs 11.1 % G 100% 2 2 - Left Total Deflection U583 (0.382") 41.2% 5 2 Live Deflection U882 (0.253") 54.4% 5 2 Total Neg. Defl.-0.241" 48.2% 5 1 Max Dell. 0.382" (Limit- 0.625 61.2% 5 2 Span/Depth 18.8 2 NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.625") Maximum load deflection criteria. Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 2-7/8% A p �ZH OF MA S��A .ter � HUGS_�1 Pa jots 1 1R1�`' O -°�9FGISSEQy' ��' ,fir Ff�S10N4L � A ►► T11� AUG 0 5 2002 Page 1 of 1 BCI® and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:17 File Single -1 3/4" x 11 7/8" V-L SP 2900 Name: 2B13' Job Name 0206104 Customer - Barry Dunn Address 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 21313 For 2nd Fir Foyer cantilever Standard Load - 40 PSF 110 PSF Tributary00-08-00 1B0 15-07-00 3 Bls �03-Oc Ibs 0-00 Bhq 2 04 00 00 7 DL Total Horizontal Length - 22-07.00 213 I�s DL -7 Ib DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 3 Left Cantilever - No Right Cantilever - Yes Slope 0112 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 40 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 22-07-00 40 PSF 10 PSF 00-08-00 100 Controls Summary Control Type Value % Allowable Duration Loadcase Span Location Moment 1038 ft-Ibs 10.4% @ 100% 6 1 - Right End Shear 201 Ibs 5.0% ® 100% 2 1 -Left Cont. Shear 333 Ibs 8.3% ® 100% 6 1 - Right Uplift -204 Ibs 6 2 - Right Total Deflection L/3547 (0.053') 6.8% 4 1 Live Deflection U5202 (0.036') 6.9% 4 1 Total Neg. Defl.-0.0054 1.0% 6 3 Max Defl. 0.053' (Limit: 0.5') 10.5% 4 1 Span/Depth 15.7 1 CAUTIONS: Uplift of -204 Ibs found at span 2 - Right NOTES: Design meets Code minimum (1-/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1.1/2". Minimum bearing length for B1 is 30. Minimum bearing length for B2 is 3% 1� AUG 0 2002 Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT- US Wednesday, August 02,2000 14:17 Single -1 3/4" X 11 7/8" V-L SP 2900 Name: Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 21313 For 2nd Fir Foyer cantilever BO 1 M Ibs ILL7 Ibs DL 15-07-00 General Data I Load Summary Version: US Imperial ID Description S Standard Member Type: - Floor Beam Number of Spans - 3 Left Cantilever - No Right Cantilever - Yes Slope 0/12 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Total Horizontal Length - 22-07-00 Controls Summary B1 B2 530 Ibs LL 221 Ibs U. 213 Ibs DL03-00-00 -7 Ibs DL 04-00-00 2814 Load Type Ref. Start End Live Dead Trib. Dur. Unf.Area Load Left 00-00-00 22-07-00 40 PSF 10 PSF 00-08-00 too Control Type Value %Allowable Duration Loadcase Span Location Moment 1038 ft-Ibs 10.4% @ 100% 6 1 - Right End Shear 201 Ibs 5.0% 0 100% 2 1 -Left Cont. Shear 333 Ibs 8.3% ® 100% 6 1 - Right Uplift -204 Ibs 6 2 - Right Total Deflection L/3547 (0.053") 6.8% 4 1 Live Deflection U5202 (0.036') 6.9% 4 1 Total Neg. Dell.-0.005" 1.0% 6 3 Max. Dell. 0.053' (Limit: 0.50) 10.5% 4 1 Span/Depth 15.7 1 CAUTIONS: Uplift of -204 Ibs found at span 2 - Right NOTES: Design meets Code minimum (1./240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.5") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". Minimum bearing length for B1 Is 31. Minimum bearing length for B2 is 3% ►��k,_W4J44 OF I414,9S9A MOHAMED H. �GJ HUSs 1N No.4U - , STRUCTU .AL IL- ACJ 9FOkSTEQt'���Q ' roNAL E � AUG 0 5 2002 Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Single - 91/2" AJS 10 File Name: Saturday, July 08, 2000 15:57 3J1 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - BOCA 99-23, SBCCI 9707A, ICBO 5504 Misc: - 3J1 Longest single span (3rd flr) BO 81 464 Ibs LL 464 Ibs LL 11 P Ibs DL 116 Ibs DL Total Horizontal Length-17-05-00 General Data I Load Summary Version: US Imperial ID Description Load Type Ref. Start End Live Dead OCS Dur. S Standard Unf.Area Load Left 00-00-00 17-05-00 40 PSF 10 PSF 16' 100 Member Type: - Joist Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 OC Spacing 16' Repetitive Yes Construction Type Glued Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 itrols Summary IrolType Value %Allowable Duration lent 2528 ft-Ibs 99.8% 0 100% Reaction 581 Ibs 41.9% @ 100% I Deflection L/364 (0.5740) 65.9% Deflection U455 (0.459') 79.1% Deli. 0.574' (Limit: 0.625 91.8% dDeoth 22.0 Bearinq Supports Loadcase Span Location 2 1 - Internal 2 1 -Left 2 1 2 1 2 1 1 Name Type Dim. (L x W) Value %. Allowed Case Material BO Wall/Plate 3-1/2' x 2-1/2' 581 Ibs 15.6% 2 Spruce -Pine -Fir all Wall/Plate 3.1/2' x 2-1/2' 581 Ibs 15.6% 2 Spruce -Pine -Fir NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.625') Maximum load deflection criteria. �3&wk !1 OF M,q��4! Y MAI � A1UtiAt/ED H. v�. � ' No.406Bb 11 1 i .o�9FQ16TE�O�� Till THE APPROVAL 15 FOR SINCTUM MUCUS CULY AND IS USED SOtEI' ON THE LyuMI TIO,N PROVIND TO HATlOFLf 1 lUtdBER (CM. Aliif 6Y DIE (ONIIMOR. HATiOML LUK0E (ONTANY IS i10T PIESM&I'llf FOR (HHUNG i11 VNJ I OF THIS It�EGRMATION OR TO C. RTA6Ii MAT FI R FAQORS AAAY BE ,,%H NO (015).Y) RAT10i1. h IS niE (a{T'r� R'S RESFONSIW TO SA75FY 11lnlo THAT THE WORAEAiiON AND (01,11MURATiON IAID OUT iS (WEQ AND SATiSFAQORY FOR THE GNT11 STRUME AND All PARTIES 11NOLVED. BCIO and Versa -Lam are registered trademarks of Boise Cascade Corp. JUL U" 12002 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 2000 13:42 Quadruple -1 3/4" x 91/2" V-L SP 2900 File Name: 361 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3B1 Attic Main Girder BO 15-08-00 B1 14-04.00 B2 10 Ibs DL Total Horizontal %0 00 00 928 Ibs L General Data Version: US Imperial Member Type: - Floor Beam Number of Spans -2 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 16-00.00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 10 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard UnfArea Load Left 00-00.00 30-00-00 10 PSF 10 PSF 16-00-00 100 1 Attic Live Ld Unf.Area Load Left 00-00-00 30-00-00 30 PSF 0 PSF 11-00-00 100 Controls Summary Control Type Value %Allowable Duration Loadcase Span Location Moment 18919 ft-Ibs 72.4% @ 100% 2 1 - Right End Shear 3885 Ibs 30.2% 0 100% 4 1 -Left Cont. Shear 5916lbs 46.0% ® 100% 2 1 - Right Total Deflection L/330 (0.5680) 72.6% 4 1 Live Deflection U411 (0.457') 87.5% 4 1 Total Neg. Defl.-0.135' 27.1% 4 2 Max. Dell. 0.568" (Limit 0.625 91.0% 4 1 SpardDepth 19.8 1 NOTES: Design meets Code minimum (1./240) Total load deflection criteria Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.625") Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2% Minimum bearing length for B1 is 3". Minimum bearing length for B2 is 1-1/2". AA l�,p1�H OF U44 MOHAMED H. Gv-` No. u1 cE it 1 �% Erik, o�'9 -4-TE�O �T �► rile AUG 0 �DO� Page 1 of 1 BCI® and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Saturday, July 08, 200017:32 Single -1 3/4" x 91/2" V-L SP 2900 File Name: 3B2 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3132/3B3 Attic flr stair header Standard Load - 40 PSF 110 PSF Tdtwtary03-0e-00 7. -, i t x.. Ahl BO B1 28P Ibs LL 280 Ibs 7 Ibs DL Total Horizontal Length - 04-00-00 79lbs rL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 03-06-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of i Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 04-MOO 40 PSF 10 PSF 03.06-00 too Controls Summary Control Type Value Moment 359 ft-Ibs End Shear 217Ibs Total Deflection U11603 (0.0040) Live Deflection U14893 (0.003') Max. Dell. 0.004' (Unit 0.5') Span/Depth 5.1 %Allowable Duration 5.5% @ 100% 6.8% @ 1000/0 2.1 % 3.2% 0.8% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/20. Minimum bearing length for Bt is 1-1/2'. Loadcase Span Location 2 1 - Internal 2 1 - Left 2 1 2 1 2 1 1 fie, a3H OF MASS I v 4� MOttah"•E yGi HUSSExt �. Pb.<089` ENGdJEER owre T J U L 312002 THE APP%Q'iAL IS FOR STRUCTURAL MEMRS OULY AID IS BASED SOLEY Oil U1 IiiF0411011I M "DEO TO IlAflyl LUMBER C0rti1FAI(Y BY VE COFWOR. IkriTlQiWX LUh "ER CONYAt111 IS h;OT Ff5FCe&_nLE F0: Gj1C R,S Trt YUM OF THIS ( 4rONAT10;i GR TO ASUVARI NAT WHER FACTORS MAY BE TAKEN W10 COPS EPA41101-1. IT iS THE (0;(TRACTOQ'S RESFOIiSIB:0 TO SATISFY Hlh'5EtF WIN INFORMATION 01) (OI;FIGURA110 LAID OUT IS COiKEQ 12 SATISFAQORY FOR THE GIVEN STRUCNRE MI) ALL HZIES INVOLVED. BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Saturday, July 08, 2000 17:32 Single -1 3/4" x 91/2" V-L SIP 2900 File Name: 3133 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo - Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3B2/3B3 Attic fir stair header Standard Load - 40 PSF 110 PSF Tributary03-OG-00 H i BO Bl Ibs LL ' Ibs DL 280 Ibs� 79 Ibs PI General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 03-06-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be In accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Total Horizontal Length - 04-00-00 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-OG-00 04-00-00 40 PSF 10 PSF 03-06-00 100 Controls Summary Control Type Value Moment 359 ft-Ibs End Shear 217lbs Total Deflection U11603 (0.0040) Live Deflection U14893 (0.003') Max. Defl. 0.004' (Limit: 0.50) Span/Depth 5.1 %Allowable Duration 5.5% 0 100% 6.8% ® 100% 2.1 % 3.2% 0.8% NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.51) Maximum load deflection criteria. Minimum bearing length for BO is 1-1/24. Minimum bearing length for B1 is 1-1/2". Loadcase Span Location 2 1- Internal 2 1 - Left 2 1 2 1 2 1 1 THE APPROVAL 6 FOR STRUCTUM Fr1WERS ONLY AL4D IS BASED SOEEY Oil THE IN(F URAUION KOVIDID TO HATIOU LUMBER COMpAJ,47 BY TPIE CCiiliTb'dT0111k. HATIONIAL LU ffi (WAVY IS NOT RESPCItl54BLE FOR NCE N G THE YAIIDFTY OF THIS INr0111AMITION OR 10 ASCERTAIN V110 RP THER FAQORS MAY BE TAXIN IIIT0 COW ETATION. a IS PIE CONTRACTOR'S kES1701,0111TY TO SATTSFY I1IM1119 THAT THE WORMATIOH AND CON a ukdiaw IA+D OUT IS ma mo SATISFAQORY FOR THE 135111 STRUCTIM 00 All PARTIES NVOLYED. BCI® and Versa -Lame are registered trademarks of Boise Cascade Corp. JUL 312002 BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Saturday, July 08, 200017:36 Double -1 3/4" x 91/2" V-L SIR 2900 File Name: 384 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3B4/3135 2nd fir stair header BO B1 7 7 Ibs LL 762 lbsiLL 21 Ibs DL Total Horizontal Length-17-05-00 281 Ibs PL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 01.04-00 Repetitive n/a Construction Type n/a Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product Installation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17-05-00 40 PSF 10 PSF 01.04-00 100 1 frm strheader COnc.Pt. Load Left 06-00-00 06-00-00 280 Ibs 79 Ibs We 100 2 frm str header Conc.PL Load Left 12-06-00 12-06-00 2801bs 79 lbs n/a 100 Controls Summary Control Type Value % Allowable Duration Moment 4845ft-Ibs 37.1% ® 100% End Shear 983 Ibs 15.3% ® 100% Total Deflection L1389 (0.537') 61.60/0 Live Deflection U530 (0.394') 90.5% Max. Dell. 0.5370 (Limit 0.625 85.9% Span/Depth 22.0 NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.625') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2% Minimum bearing length for Bi Is 1.1/20. Loadcase Span Location 2 1 - Internal 2 1 - Right 2 1 2 1 2 1 1 THE APPROVAL IS FOR STRUCT & MEMEERS ONLY AND IS BASED SOLEY ON THE U1FOR,'A.iTTOH PROVIDW TO NAP R LUMBER COMPANY BY THE (Ot{iWOR. NATiM WI',W (WANY IS NOT RESFMUBLE IN (ICCKAIG THE VAIIDTTY OF THIS WFORWTION OR TO ASCERTAIN WHAT Fl(RiHER FACTORS MAY BE TWUEN DITO CONSIOERATTTI. IT IS THE (O:IiUCTOR S RESFONSIBILITY TO SATISFY HIA1.Sflf THAT THE INFORMATION k@ CONFIGURATION LAID OUT iS (WE(T AND SATISFACTORY FOR THE GIVEN STRUCTURE AM ALL PARTIES INVOLVED. BCIO and Versa-Larr4D are registered trademarks of Boise Cascade Corp. JUL 312002 BOISE CASCADE - BC CALCTM 2001a DESIGN REPORT - US Saturday, July 08, 200017:36 Double -1 3/4" x 91/2" V-L SP 2900 Name: Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3134/385 2nd fir stair header BO �7 Ibs LL 7R Ibs DL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 01-04-00 Repetitive We Construction Type We Live Load 40 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product Installation. PSF 110 PSF Total Horizontal Length-17-05-00 3135 B1 762 Ibs 281 Ibs 0 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-00-00 17.05-00 40 PSF 10 PSF 01.04-00 100 1 irm sit header Conc.PL Load Left 06-00-00 06-00-00 280lbs 79 Ibs We 100 2 irm sit header Conc.PL Load Left 12-06-00 12-06-00 280lbs 79 Ibs n/a 100 Controls Summary Control Type Value %Allowable Duration Moment 4845ft-Ibs 37.1% 0100% End Shear 983 Ibs 15.3% fry 100% Total Deflection L/389 (0.5370) 61.6% Live Deflection U530 (0.394') 90.5% Max. Dell. 0.537' (Limit 0.625 85.9% Span/Depth 22.0 NOTES: Design meets Code minimum (U240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.625') Maximum load deflection criteria. Minimum bearing length for BO Is 1-1/2'. Minimum bearing length for B1 is 1.1/20. Loadcase Span Location 2 1- Internal 2 1 - Right 2 1 2 1 2 1 1 ��Ailil S v o tAOM D H. do .L � t ENGWE��11..0 �y4 �� ailQ1,,,.E r JUL 31200Z THE Waft IS FOR STRVCf PAl h',EUIRS 01; - LU IS BASED SOIEY OTI TT E I?iF�21t�»TIoil WirttDID TO F;ATIOI`L�l IU.9AR Ca''u'lY BY THE (01 ',1TOR. HAPO! WOi C011�ANY IS 11Of RES?%1S19LE W.. Qr.g'n' 5 Tin VAUOITY OF TH'S II1i-OS.R TICK OR TO WRTwtl NdT FT,!d ER FAaw N,AY u iwa-E! In CO;N Y)EA 11101. IT IS . (OtfTRACf 02 S PESf'0jN 9r1 TO SATISFY NItgW THAT THE IMUGU 0 GiVEII STRUCNRE am All PARTIES IIOWED—ACFORY FOR THE Page 1 of 1 SCID and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001a DESIGN REPORT - US Saturday, July 08, 200017:59 Triple -1 3/4" x 91/2" V-L SP 2900 File Name: 3B6 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company- - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: - 3B6 Above 2nd fir plant shelf BO B1 4709 Ibs U. 5455 lb U. 19?0 Ibs DL Total Horizontal Length - 10.00-00 2203 lb'IDL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - i Left Cantilever - No Right Cantilever - No Slope 0112 Tributary 09-00-00 Repetitive n/a Construction Type n/a Live Load Dead Load Part Load Duration 40 PSF 10 PSF 0 PSF 100 Disclosure The completeness and accuracy of the Input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Page 1 of 1 Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00-OD-00 10-00-00 40 PSF 10 PSF 09.00-00 100 1 Roof load Unf.Area Load Left 00-00-00 10-00-00 30 PSF 15 PSF 17-00-00 115 2 From 364 Conc.Pt Load Left 05-06-00 05-06-00 762 Ibs 281 Ibs n/a 100 3 From 3135 Conc.Pt Load Left 09-O -00 09-00-00 762 Ibs 281 Ibs n/a 100 Controls Summary Control Type Value Moment 18365 ft-Ibs End Shear 6685 Ibs Total Deflection L/277 (0.433') Live Deflection 1./389 (0.308') Max. Defl. 0.433' (Limit: 0.5') Span/Depth 12.6 % Allowable Duration 81.5% f3 115% 60.3% ® 115% 86.6% 92.3% 86.6% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (0.5') Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2'. Minimum bearing length for Bt Is 1-3/4'. Loadcase Span Location 3 1 - Internal 3 1 - Right 3 1 3 1 3 1 1 k d OF if y H� e � I.tvHAN�ED Ht165E'11� � A� 9EPIGit ER a,0te FF�S10Nid. EV4� JUL 312002 THE AFPnOYAL IS M2 STRUCTUPA MEMfRS OULY AND IS BASED SOCEY ON THE 96-0A. 011 FRUIDED 10 NATIML UMBER (01APANY BY DIE ((HRACFOR. RATIO' .I U!%AB COATAW IS HOT 11901rUlf F(R CH CKIING Tic ftI)1TY OF THIS 15"rOt;N�Ara Oi TO ASGRTAIN WIIAT FTUNH FACTORS MAYBE i� KE;I C1t0 (O;I� C;�,1 011. IT IS THE CO:IR ACTOR'S R[SPG6JV0IMY TO SATISFY HIAEfTf THAT THE HIFORA',ATION AND C0"IFib"W0 N (Ark OUT IS CORRECTNO SATISFACTORY FOR THE GIVEN STRUM tuND All PAI^TIES INYOIG. BCI® and Versa -Lam are registered trademarks of Boise Cascade Corp. BOISE CASCADE - BC CALCTm 2001 a DESIGN REPORT - US Wednesday, August 02, 200014:37 File Double -1 3/4" x 14" V-L SP 2900 Name: 3137 Job Name - 0206104 Customer - Barry Dunn Address - 19 Parker's Neck Rd. Specifier - Jesse Despo Designer - Jesse Despo City, State, Zip - S. Yarmouth, MA Company: r ' - National Lumber Code Reports - ICBO 5512, BOCA 98-52, SBCCI 9852 Misc: . - 3B7 Mstr BR Entry Door Hdr 117 Standard load - 30 PSF 110 PSF Tributary00-0a-00 tom. BO B1 30 7 Ibs LL 6165 Ibs LL 11 t9 Ibs DL Total Horizontal Length - 03-00-00 2268 Ibs ILL General Data Version: US Imperial Member Type: - Floor Beam Number of Spans - 1 Left Cantilever - No Right Cantilever - No Slope 0/12 Tributary 00-08-00 Repetitive n/a Construction Type n/a Live Load 30 PSF Dead Load 10 PSF Part Load 0 PSF Duration 100 Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output as evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods. Installation of Boise Cascade engineered wood products must be in accordance with the current Installation Guide and the applicable building codes. To obtain an Installation Guide or if you have any questions, please call (800)232-0788 before beginning product installation. Load Summary ID Description Load Type Ref. Start End Live Dead Trib. Dur. S Standard Unf.Area Load Left 00.00-00 03-OD-00 30 PSF 10 PSF OD-08-00 100 1 From 3B1 Conc.Pt. Load Left 02-00-00 02-00-00 9202lbs 3356lbs n/a 100 Controls Summate Control Type Value Moment 8402 It-Ibs End Shear 4199 Ibs Total Deflection U5450 (0.0070) Live Deflection U7453 (0.005') Max Dell. 0.007' (Limit: 0.5') Span/Depth 2.6 %Allowable Duration 30.9% @ 100% 44.3% @ 100% 4.4% 6.4% 1.3% NOTES: Design meets Code minimum (L/240) Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary (0.50) Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2'. Minimum bearing length for B1 is 2-7/8'. Loadcase Span Location 2 1 - Internal 2 1 -Left 2 1 2 1 2 1 AA ♦�pOFMq� MOHA ZI) H. , HUSSEP ^' SIRUCP L isle `,/ONA AUG 0 5 2002 Page 1 of 1 BCI® and Versa -Lam® are registered trademarks of Boise Cascade Corp. w r TOWN OF YARMOUTH Building Depar/{I�nt U I L D I N G - ...... - (508) 398-2231 xt.26 PERMIT NO . .... -.. PERMIT ISSUE DATE ; - - S/13/Q2 - - ; PROPOSED USE �Ty .......... APPLICANT Winfield Real EstateTnut JOB WEATHER CARD ADDRESS '722 Willow Street PERMIT TO ; New Construction ; '-------- - -- -------------' AT (LOCATION) 100019PARKERS NECK RD ZONING DISTRICT SUBDIVISION MAP LOT BLOCK 19.41.1.1 BUILDING IS TO BE USE GROUP R-4 LOT SIZE CONST TYPE &B CONTR'S LICENSE 0110111 REMARKS new construction CONTR'S NAME Seaman, James AREA (SO FT) EST COST ($ $200,000.00 PERMIT FEE ($) $1,209.00 OWNER Winfield Real Estate Trust ADDRESS 1722 Willow Street BUILDING DEPT BY INSPECTION RECORD FIELD COPY .. .. .- r � ��` fig •_ / //� V mmil ,7 1 Y ti y' a � - - �} \ � . a TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, NIA 02664 Telephone 508-398-2231 ext. 260 Fax 508-398-0836 NOTICE OF VIOLATION Inspection Date: 4-25-03 Property Address: 19 Parkers Neck Rd. Name: James Seaman D / B / A. James Seaman/Builder Mailing Address: PO Box 424 City / Town: West Yarmouth State: Mass. Inspection Type: Final for Occupancy Contractor X Telephone: 508/398-8364 Zip Code: 02673 An inspection of the above captioned property was conducted by the undersigned during which the following VIOLATIONS were observed: The headroom for the !bird floor stairs, 780 CM Masi State Building Code, Section 3603.13.3, The minimum headroom in all parts of the stairway shall not be less than six feet six inches measured vertically from the sloped plane adjoining the tread nosing or from the floor surface of the landing orplatform. You are hereby ordered to abate said violation within 30 days. Failure to do so may result in criminal / civil complaints being filed against you, which maybe subject to fines as prescited by pertinent laws and regulations. Signed: Copy Received By: copy a: Owner / Building Dcpt cERTngo MAu. Notice of violation / vgo� TOWN OF YARMOUTH Building Departmen _ BUILDING _ _ _ _ . _ .•(508) 398-2231 ext.2 '-PERMIT NO B-03-506 , ' PROPOSED USE .;pERMIT ISSUE DATE 11/8/02 - , ; APPLICANT :wi�fieid Real Estate Trust- - - - - - - - • - - - : JOB WEATHER CARD ADDRESS :722 Willw Street PERMIT TO Repair AT (LOCATION) 100019PARKERS NECK RD ZONING DISTRICT I R25 SUBDIVISION MAP LOT BLOCK 19.41.1.1 1 BUILDING IS TO BE USE GROUP R-4 LOT SIZE I CONST TYPE 5-A CONTR'S 016008 construct Onotch deck- In attic as per plans submitted 10l3=2. REMARKS UCENSE CONTR'S NAME Seaman, James AREA (SO FT) EST COST ($ $2,500.00 PERMIT FEE OWNER Winfield Real Estate Trust ADDRESS 1722 Willw Street BUILDING DEPT BY INSPECTION RECORD FIELD COPY Date Note Progress - Corrections and Remarks In pector t ONE & TWO FAMILY ONLY - BUILDING PERMIT M•TT•C., $ APPLICATION TO CONSTRUCT, REPAIR, RENOVATE OR DEMOLISH A ONE OR TWO FAMILY DWELLING Town of Yarmouth Building Department 1146 Route 28 • Yarmouth, NIA 02664-1492 Tel: (508) 398-2231 x261 • Fax: (508) 398-0836 Office Use Only Permit No. -f e # Permit Fee $73 Deposit Rec'd. $Date Net Due $ SO. Planning Board Information Plan Type Endorsement Date ecor g Date Na. Other Assessors Department Information: Map u.4 Lot Map Lot /./•/ Old New 1.4 Property Dimon ns: 27 9�9 , �" LotArea(si)�� Frontage(ff) Lot Coverage This Section for Office Use Only Building Permit Number: Date Issued: Signature: G Z,— Building Official Date 11 Certificate of Occupancy is is not required Section 1 - Site Information I Use Group: R-4 Type: 5-B 1.1 �Property Address: 1.2 Zoning Information: Zoning District Proposed Use SG chi 04A-f0l1rAl / Ze q If 1.3 Building Setbacks (it) Front Yard Side Yards Rear Yard Requir Provided Required Provided Required Provided � So zsF /5 !(or S" 1.4 Water Supply (M.G.L. c. 40. S 54) Public Private 1.5 Flood Zone Information: Comments: Zone: QJ Z BFE: lO Section 2 - Property Ownership/Authorized Agent 2.1 Owner of Record: / Name (print) Mailing Address Signature Telephone 2.2 Author zed Agent: / Na (p nt) M Sig ature Telephone NQ 9 ��Z SDI Section 3 - Construction Services 3.1 Licensed Constructs n Supervisor: UU No 0 A o z y ? License Number Expiration Date S' nature Telephone 3.2 Registered Home Improvement Contractor: Company Name j Not Applicable ❑ LicenjJu�n . Address •0• %9C �.Z W �O/1� s'-7w '9 0 1-7 .�jd r�36yonpatte Signatu nr,Telephone Expiratiiose dp Q 9- 15-99 1of2 OVER Section 4 - Workers' Compensation Insurance Affidavit (M.G.L. c.152 S 25C (6) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the issuance of the building permit. Signed Affidavit Attached Yes .. .. .. No .......... Section 5 - Description of Proposed Work (check all applicable) New Construction 1 No. of Bedrooms No. of Bathrooms Existing Bldg. ❑ Repair(s) ❑ 1 Alterations ❑ 1 Addition ❑ I' Accessory Bldg. ❑ Type Demolition Other Specify: Brief Des ription of Proposed Work: ,I fir lf7iiG 47- C / --eki T 77F�C_ AZv'cz;'0 01JP2c3S Z/A ,I 6C-71- �i bM251 i 7- /3 -03 - ssv - 8`-/3 -ov S S' �,. tC "�*- 1) Costs Section 6 - Estimated Construction Item Estimated Cost (Dollars) to be completed by permit applicant Check Below ❑ Conservation -Commission Filing (if applicable) ❑ Old Kings Highway & Historical Commission approval (if applicable) 1. Building 2 .- 2. Electrical 3. Plumbing / Gas 4. Mechanical (HVAC) 5. Fire Protection 6. Total = (1 + 2 + 3 + 4 + 5) 7. Total Square Ft. (new houses & additions) To be Completed When for Building Permit Section 7a - Owner Authorization - Owner' ent or Contractor Applies 1, , as owner of the subject property hereby authorize to act on my behalf, in all mal4rs relative to work authorized by this building permit application. AV41/A ' 1013410 y Signatur O ner -' Date Section 7b - Owner/Authorized Agent Declaration 1, ✓q 4-te3 b - 5�'`/'g"ti , as ®vwre /Authorized Agent hereby declare that the statements and information on the foregoing application are true and accurate, to the best of my knowledge and belief. Signed under the pains and penalties of perjury. 4,14,We7 /CJ . Print name Signatu ofAkow/Agent Date M 9-15.99 2of 2 3r`;gkTOWN OF YARMOUTH 0 BUILDING DEPARTMENT CONSTRUCTION SUPERVISOR FORM PLEASE PRINT: job Location: Number _Street _ Village Owner of Property: Construction Supervisor: %OFP7.`- Name No. Address: • � 7L' /'V - 7 AZJLIFCWX, A4,Q 02. G-13 Licensed Designee: (If other than Supervisor) Name 2.15 Responsibility of each license holder: License No. Phone No. 2.15.1 The license holder shall be fully and completely responsible for all work for which he is supervising. He shall be responsible for seeing that all work is done pursuant to the state building code and the drawings as approved by the building official. 2.15.2 The license holder shall be responsible to supervise the construction, reconstruction, alteration, repair, removal or demolition involving the structural elements of building and structures only pursuant to the state building code and all other applicable laws of the commonwealth, even though he, the license holder, is not the permit holder but only a subcontractor or contractor to the permit holder. 2.15.3 The license holder shall immediately notify the building official in writing of the discovery of any violations which are covered by the building permit. 2.15.4 Anylicenseewho shall willfully violate subsections 2.15.1, 2.15.2 or 2.15.3 or any other section of these rules and regulations and any procedures, as amended, shall be subject to revocation or suspension of license by the board.. 2.16 All building permit applications shall contain the name, signature and license number of the construction supervisor who is to supervise those persons engaged in construction, reconstruction, alteration, repair, removal of demolition as regulated by section 109.1.1 of the code and these rules and regulations. In the event that such licensee is no longer supervising said persons, the work shall immediately cease until a successor license holder is substituted on the records of the building department. 2.17 The license holder shall be responsible for requesting all required inspections. Failure to do so may be deemed a violation of the permit conditions. I have read and understand my responsibilities under the rules and regulations for licensing construction supervisors in accordance with section 109.1.1 of the state building code. I understand the construction inspection procedures and the specific inspection as called for by the building official. INSURANCE COVERAGE: have a current liability insurance policy or its substantial equivalent which meets the requirements of MGL Ch.152 Yes J9 No ❑ If you have checked =, please indicate the type coverage by checking the appropriate box. A liability insurance policy a Other type of indemnity ❑ Bond ❑ OWNER' SURANC AI R: I am aware that the licensee does not have the insurance coverage required by Cha r 15 of the Ma s eral Laws, and that my signature on this permit application waives this requirement. Check one: Signature of @am so owners Agent Owner ❑ Agent f Signature: Building Official Approval: For Office Use Only Permit No. Date TOWN OF YARMOUTH AFFIDAVIT Home Improvement Contractor Law Supplement to Permit Application MGL c. 142A requires that the 'reconstruction, alteration, renovation, repair, modernization, conversion, improvement, removal, demolition or construction of an addition to any pre-existing owner -occupied building containing at least one but not more than four dwelling units or structures which are adjacent to such residence or building' be done by registered contractors, with certain exceptions, along with other requirements. ,1 Type of Work: 696& S /VMZH k— Est. Cost Address of Work Owner Name: G✓/,vfie7.1D Date of Permit Application: lO ;0 07__ I hereby certify that: Registration is not required for the following reason(s): Work excluded by law Job under $1,000 Building not owner occupied Owner pulling own permit Other (specify) Notice is hereby given that: Y� 2 OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER GL . 142A. Signed under penalties of perjury: 1�Z. I hereby apply for a permit as the agent of the owner: l0 30 02 ✓/V", A J r%�}� /.5t�✓ / / SS O Date Contractor Name Registration No. Notwithstanding the above notice, I hereby apply for a permit as the owner of the above property: Date Owner Name The Commonwealth ojMassaehusetts Department of Industrial Accidents 011lce 911aYSM9,1988S 600 Washington Street Boston, Klass. 02111 Workers' Compensation Insurance Affidavit c tN e%, , Af -ocJ phone # O 1 am a homeowner performing all work myself. ❑ I am a sole proprietor and hay a no one working in any capacity ❑ I am an employers pro%iding workers' compensation for my employees working on thisjob. company �A.e-se7 S^fI.NA-�t J addre 5 P 1,--AOK 412 t9( city. �VrV,0V/11A-fOtlTff, A-!N oz(o73 nhoneM• ✓�" 3r6 �3 inaurancr co ,LAM/av AISvr.ArP a, policy„3o3SS^ I am a sole proprietor. ' general contractor. or homeowner (circle one) and have hired the contractors listed below who ha%e w the folloing workercompensation polices: Failure to secure coverage as required under Section 25A of MGL 152 eau lead to the impoa don of criminal peaalues of a lime up to il.sou.oa and/or one years' Imprisonment as well as civil penalties in the form of a STOP WORK ORDER and a Bat of $100.00 a day against me. 1 understand that a copy of this statement may be forwarded to the OR a of Investigations of the DIA for coverage verifiuuoa. I do hereby ce u er the pains a en tes ojperjury that the information provided above Is true and coned l01.3O d L Signature ate Print name wx4e-57 ' � � Phone K.�W �3 5 — official use only do not write in this area to be completed by city or town 0MC121 city or town: YARMODT11 p check if immediate response is required contact person: permittlicense 0 oBuilding Department OLlcensing Board 261 ❑selectmen's Office #Health Department SOa% iou "III eat phone #:_ % ____ _ 00ther 1 m ned 3,95 PIA) Information and Instructions Alassachusetts General Laws chapter 152 section 25 requires all employers to provide workers' compensation for their enaplo%ees. As quoted from the "Iaw", an employee is defined as every person in the service of another under any contract of hire, express or implied, oral or written. An emplgver is defined as an individual, partnership, association. corporation or other legal entity, or any two or more of the foregoing engaged in a joint enterprise. and including the legal representatives of a deceased employer, or the receiver or trustee of an individual . partnership, association or other legal 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 d%%ellinQ house of another avho employs persons to do maintenance , construction or repair work on such dwelling house or on the `wounds or buildim: appurtenant thereto shall not because of such employment be deemed to be an employer. NIGI. chapter 15' section =: also states that even state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any :applicant avho has not produced acceptable evidence of compliance with the insurance coverage required. ,-additionally, neither the commom%ealth nor any of its political subdivisions shall enter into any. contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter ha%e been presented to the contracting authority. Applicants Please till in the workers compensation affidavit completely. by checking the box that applies to your situation and supplying company names, address and phone numbers as all affidavits may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested. not the Department of Industrial Accidents. Should you have any questions regarding the "law" or if you are required to obtain a workers' compensation policy. please call the Department at the number listed below. City or Towns Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/liccnse number which will be used as a reference number. The affdavits may be returned to the Department by mail or FAX unless other arrangements have been made. The Office of Investigations would like to thank you in advance for you cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address, telephone and fax number. The Commonwealth Of Massachusetts Department of Industrial Accidents MCC of lilvestludeos 600 Washington Street Boston, Ma. 02111 fax #: (617) 727-7749 phone th (617) 7274900 ext. 406, 409 or 375 C PLEASE PRINT: DATE: JOB LOCATION: "HOMEOWNER" TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth, MA 02664 508-398-2231 ext. 260 HOMEOWNER LICENSE EXEMPTION NAME STREET ADDRESS SECTION OF TOWN NAME PRESENT MAILING ADDRESS HOMEPHONE WORK PHONE CITY OR TOWN STATE 'LIP CUllH The current exemption for `Homeowner' was extended to include owner — occupied dwellings of one or two units and to allow such homeowners to engage an individual for hire who does not possess a license, provided that such homeowner shall act as supgrvisor. (State Building Code Section 108.3.5.1) Definition of Homeowner: Person(s) who owns a parcel of land on which he / she resides or intends to reside, on which there is or is intended to be, a one or two family attached or detached structure assessory to such use and / or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner; such "homeowner" shall submit to the building official, on a form acceptable to the building official, that he / she shall be responsible for all such work performed under the building Hermit. (Section 108.3.5.1) The undersigned `homeowner' assumes responsibility for compliance with the State Building Code and other applicable codes, by-laws, rules and regulations. The undersigned `homeowner' certifies that he / she understands the Town of Yarmouth Building Department minimum inspection procedures and requirements and that he / she will comply with said procedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OFFICIAL INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent, which meets the requirements of MGL Ch.142. Yesk No ❑ If you have checked yes, please indicate the type coverage by checking the appropriate box. A liability insurance policy ❑ Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER I am aware that the licensee does not have the insurance coverage required by Cba 142 of . General Laws and that my signature on this permit application waives this requirement. �-C Check one: Signature of Owner or Owner's Agent Owner ❑ Agent h:h=CD vnrk==p TOWN OF YARMOUTH 1146ROUTE28 SOUTHYARNIOUTH NIASSACHUSETFS02664-4451 Telcphone (508) 398.2231, Ext. 261 — Fax (508) 398-2365 BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT BUILDING ELECTRICAL GAS PLUMBING SIGNS Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 111.5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at /9 Work Address is to be disposed of at the following location: S�i?NDUTJ`/ G4-r7A 5��--x2 9 o .v Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. Signature of Applicant Date Permit No. PLOT PLAN Abuttor's Name Lot # If this is a corner lot, write in name of street. FOR LOT Indicate location of garage or accessory building Additions with dashed lines -------------------- Sewerage disposal (cesspool) Well p� I I I(lot................ft. rear) I SIDE YARD 0 �FT_ v REAR YARD I SIDE ARD a _ /Z Z_ FT -�-�.L`6PO5t� fCVO�LI1 Ixytb- A ic (lot..................ft, frontage) '-04 fads tJC& T ?b �;P� ILiCO-A (NAME OF STREET) Information Supplied by Abuttor I s Name Lot # If this is corner la write in name of a other bstreet. d E MARK NORTH POINT SUBMITTAL REQUIREMENTS / CHECK LIST FOR BUILDING PERMITS New Structures 1. Application signed by the owner and owner's authorized representative / construction supervisor. Application shall include: Construction Supervisor's License, Worker's Comp. Affidavit / Certificates, Home Improvement Affidavit (all applications except new homes). 2. Six (6) proposed site plans, stamped by a Mass. Registered Professional Land Surveyor, showing all boundaries, proposed setbacks, existing & proposed grades / contours, proposed location of structure (s), parking, curb cuts, drainage, impervious cover calculations (when applicable), flood zone and Title V design and any other zoning related details deemed necessary. 3. Three (3) sets of complete construction plans, including a complete structural cross section, floor plans, use of rooms, dimensions, window & door schedule, HVAC details — electrical, plumbing & mechanical plans are also required for commercial & multi -family (3 units or more) structures. 4. Flood zone applicability — Compliance with Section 3107 of the State Building Code — Elevation orJlood proofing certificates (whichever is applicable), shall be submitted prior to the issuance of a certificate of occupancy. S. Plans shall be reviewed by the following departments: Health, Engineering, Fire & Conservation (when applicable). The Building Department will forward 6. Old Kings Highway & Historical Commission (when applicable). 7. Mass. DPW approval for State Highway curb cut and access ways. 8. Construction control affidavits for all projects to be constructed or altered under the provisions of Section 116 of the State Building Code. Buildings containing 35,000 cubic feet or more. One & two family structures are exempt; except certified designs may be required for unusual structural circumstances. Section 3107 of the Building Code requires certified plans for new and substantially improved structures in flood zones. Additions 1. Same requirements as above, Six (6) proposed site plans, Three (3) sets of complete construction plans. 2. Floor zone applicability — When the value of improvements equals or exceeds 50 % of the structure value (substantial improvements). Interior Alterations 1. Existing & proposed conditions must be shown on the plans, labeling all rooms. NO WORK IS TO COMMENCE UNTIL THE BUILDING PERMIT HAS BEEN ISSUED. Filing a building permit application does not imply approval and should not be construed as permission to begin work. INSPECTION SCHEDULE NEW CONSTRUCTION, ADDITIONS & ALTERATIONS The receipt of a building permit is not the end of the permit process, but rather the beginning. The building permit holder is responsible for arranging the required inspections before proceeding with additional work. Failure to do so may result in having to expose concealed work through the partial or complete removal of some building elements, causing you delay and unnecessary expense. It is imperative that you arrange for the following inspections by either calling 508-398- 2231, extension 261, or make a personal request at our office at least 48 hours in advance: FOUNDATION • After certified `as built' site plans have been submitted • Before concrete floor is poured • After perimeter drain has been installed • Before backfill • Before first deck is constructed • After damp proofing • After certified flood zone elevations have been submitted (when applicable) Note: When proposed plans specify re -enforcement rod installation or other unique design criteria you are required to call for an inspection prior to pouring the concrete. In some cases a separate inspection may be required for a strata/soil or footing inspection. FRAME • After rough electrical, plumbing & gas approvals have been made • Before insulation • After being made tight to the weather FIREPLACE / CHIMNEY • When smoke chamber is complete • When chimney is complete (may be inspected with frame) • Final INSULATION • After building envelope is completely insulated FINAL • After all other inspections have been approved • After electrical, plumbing, gas & fire inspections have been approved • After all applicable historical applications have been completed • After an applicable flood elevation certificate has been submitted Building Site Location: / 9 Proposed Improvement: TOWN OF YARMOUTH BUILDING DEPARTMENT BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTAL SHEET No: Lot No: �/�• I 11 -19 .Tif /1. �dA-A I, ►►✓lam irz����s / The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: -ENGINIMRING DEPARTMENT: CONSERVATION COMMISSION: HEALTH DEPARTMENT: FIRE DEPARTMENT: REVIEWED BY: Determines Compliance of Water Availability and or existing location. Deterau= Compliance for Parking and Drainage. Determines Compliance to Wetlands Acts; Le., If Lot(s) Border arty Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; Le., Smoke Detectors, Sprinkler Systems, Etc. 1. WATER DEPARTMENT: DATE: N/A 2. ENGINEERING DEPARTMENT: DATE: N/A: 3. CONSERVATION: DATE: N/A 4. HEALTH DEPARTMENT DATE: N/A: S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A 7. FIRE DEPARTMENT DATE: 1J/A PLEASE NOTE COMMENTS: RECEIPT OF COPY: SIGNATURE OF APPLICANT: DATE: wbdacP9- Build Dept - Pick copy - Wow DTL - YcHmCoff-HaMDvL - Pink Coff-FqOmx*agD� - Goldmod-FimDepLCa=avaaou w TOWN OF YARMOUTH Building Department Town Hall Yarmouth, MA 02664 (508) 398-2231 ext.261 BBUILDING PERMIT APPLICATION RECEIPT Temp Permit No.: Applicant Name: Location: Owner's Name: T-03-222 James Seaman 00019 PARKERS NECK RD Winfield Real Estate Trust Owner's Addres 722 Wiliw Street South Yarmou MA 02664 Owner's Telephone: (508) 394-1933 (OFFICE USE ONLY Recorded By. Ic Permit Fee: $0.00 Deposit Rec: $25.00 Payment Type: Check ChkNo.: 632 Net Owed: ($25.00) Application Date: 10/30/02 Issue Date: Expiration Date Comments: construct Onotch deck' ih attic V .116 2r v This is NOT a building permit. Application subject to plan review. Contact Building Department for permit status. Official Building Permit will be issued upon plan review completion, approval, and complete payment of Net Owed on Permit Fee. Date Printed: 10/30/02 Rprve-f SDz 19 -F&2iCear-i ►`�CZ-4C�R� DO 5og, 39 �n��1oz No �ca� i�cfsr View fflootl 44,..E fir, •{�,T �,803/5 9 /��ry Fs•/3-oy Szj?-ep:a ,FAA FAQ Q [10 yA,�,��-�, HA. C:�� 1"�re- AT Ur�tS��F1� �p •{�.��,803l5 9 SU-, �j. yArLl-tD�'TYj, HA. D.�Co.S• drag, 39 & 3 ccq. G H,a,�cx Tn Nrru Hrx, Oro TOWN OF YARMOUTH c BUILDING DEPARTMENT 0 hi F MfTw n L1 `�'—. n•• BUILDING PERMIT APPLICATION DEPARTMENTAL SIGN OFF TRANSMITTIAL SHEET Building Site Location: �7 IWO 74 p(rL Map No: Lot No 4/4 �• Proposed Improvement: ZA4 ,- "�'�' ��3/✓% Applicant: ��//�• Address: ��r Ax y`2� Date Filed: The Building Department will be responsible for assisting the applicant by dispatching your plans and or application to the following applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determines Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT: Determines Compliance for Parking and Drainage. CONSERVATION COMMISSION: Determines Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc HEALTH DEPARTMENT: Determines Compliance to State and Town Regulations; i.e., Requirements For Septage Disposal and other Public Health Activities. FIRE DEPARTMENT: Determines Compliance to State and Town Requirements for Personal Safety, Property Protection; i.e., Smoke Detectors, Sprinkler Systems, Etc. -------------------- REVIEWED BY: 1. WATER DEPARTMENT: DATE: N/A: 2. ENGINEERING DEPARTMENT: DATE: 3. CONSERVATION: �N,/A: 4. HEALTH DEPARTMENT: DATE: N/A: INDUSTRIAL AND/OR COMMERCIAL PERMITS S. WIRING INSPECTOR: DATE: N/A: 6. PLUMBING INSPECTOR: DATE: N/A: 7. FIRE DEPARTMENT: DATE: N/A: COMMENTS: PLEASE NOTE �f/3/OZ i5 R'��i7 1✓ 7 Xer A.r�,r�� � �i0 .8 03/.59 White copy —Building Dept - Yellow Copy —HealthDept. - Pink Copy —Eoginx+iugDept. - Gold=od- Fire Dept/Consemtion i„ v TpWN OF`YARMOUTH �f c� V I/ ..BUILDING DEPARTMENT n•• ' ° : BUILDING PERMIT APPLICATION- DEPARTMENTAL SIGN OFF TiRANSMITTIAL.SHEET Building Site Location: 42 Map No:_Lot No: Or Proposed Improvement: i n Address: Te1No.: c„ _Date Filed:�� The Building Department will be responsible for oasis the applicant by dispatching your plans and or application to th ollowing applicable departments. RESIDENTIAL AND/OR COMMERCIAL BUILDING WATER DEPARTMENT: Determmnes Compliance of Water Availability and or existing location. ENGINEERING DEPARTMENT Determines Compliance'for. Parkmg`and Draipage CONSERVATION COMMISSION: , Determines. Compliance to Wetlands Acts; i.e., If Lot(s) Border any Type of . Wetlands, Streams, Ponds, Rivers, Oceans, Bogs, Bays, Marshland, Etc . HEALTH DEPARTMENT: Determines .Compliance to State and Town Regulations; i.e., Requirements For. Sept age Disposal and other Public. Health Activities. FIRE DEPARTMENT: Determines. Compliance to State and Town Requirements for Personal Safety, Propeity Protection; i.e., Smoke Detectors, Spnnklet Systems, Etc. ................ Y. .... .. .. .........a ... ............ .............. ......... ............ ....................... REVIEWED BY: ' 1. WATER DEPARTMENT �G.-�_wC�o DATE:`G • Z%p'�HA 2. ENGINEERING DEPARTMENT: DATE: N/A 3. CONSERVATION: DATE: N/A 4. HEALTH DEPARTMENT: DATE: N/A INDUSTRIAL AND/OR COMMERCIAL PERMTiS 5. WIRING INSPECTOR DATE: N/A 6. PLUMBING INSPECTOR ' DATE: N/A 7. FIRE DEPARTMENT: DATE: N/A: ,. PLEASE NOTE COMMENTS: - - J THE STRUCTURE IS LOCATED IN ZONE A-12 1 166 VV� IAS SHO 50015W 006 D_EFFECTNE D EP %2/92 /O� -T, J ` By —I ix /QTp PARKERS NECK —__`------__—�� ROAD �Z•----------_.---_ c40� -----' WIDE - A PRIVATE) i N87'50'40"W 4.0' / R= 1.22' 190.06' i3► 50.00' - L=14.82'to / s Lij�S+cP HIGHPOINT 123, a IN ROAD 6 � Off' ELEV 6.1 LOT 1 26.0' s�; / 949E S.F. WETLAND ra 91 FOUNDATION 'r' to •rM7 � 27.065E S.F. UPLAND w c 3.0 TOF=13.5 r- / 28,014fS.F. TOTAL AREA 1•o z / J 3.0 o #7 '4B'q--3"E- A. Pi 0 / S8015'41 "E LOT 2 3 80.3' PREPARED FOR: BARRY DUNN 158 ROUTE 132 HYANNIS, MA 02601 �I 3 zlc� 01 m D -C I HEREBY CERTIFY TO THE BEST OF THE BSC GROUP, INC MY PROFESSIONAL KNOWLEDGE, INFORMATION AND BELIEF THAT THE 657 MAIN STREET WEST YARMOUTH MA. LOT CORNERS, DIMENSIONS AND CERTIFIED SCALE 1'=40' SETBACKS TO THE STRUCTURE AS DETERMINED BY INSTRUMENT SUR A. PLOT PLAN CAND AS ORRECT SHOWN ON THIS PLAN ARE No�S8031 �^ #1 9 P A R K E R S DATE 9/5/02 NECK ROAD p J 4-8188.02 a7d 4� qy-1 jr j u�ss S. YARMOUTH CRAIG A. FIELD, PLS DATE MASSACHUSETTS ET 1 OF 1 FOR THE BSC GROUP. INC. dnoaS 0SB aul AQ 966i'E0'9 [PUoB] 009dH 200Z 10:V2:Ei 60 daS nUl 6MP•8V21019018\AAS\Z089T8V\(jd\:d BSC GR00' COPY 6S7 Main Street,. Unit 6, . Route 28 'August 27, 2002 West Yarmouth, MA o2673 Tel: 508-778-8919 Mr. James Brandolini Fax: 508-778-8966 Building Commissioner Town of Yarmouth 1146 Route 28 South Yarmouth, MA 02664 RE: 19 Parkers Neck Road, S. Yarmouth .. - Dear Mr. Brandolini: The BSC Group, Inc. has observed the excavation for the footings at the subject address on August 27, 2002. A small layer of organics was remaining in one building comer upon first observation. That layer has been removed and was re -observed by BSC. Upon final evaluation, the bottom of the entire excavation appears to be at or below the naturally occurring "S" layer. BSC has completed this soil evaluation only for the purpose of identifying whether the excavation was brought to natural subsoil conditions. BSC has not completed any inspections for structural stability of the existing soils. Very truly yours, THE B GROUP, INC: Lisa MacDonald, P.E. Project Engineer Massachusetts Soil Evaluator Engineers Environmental PApg14818802�082702-brandolini.doc AUG `Z 9 2002 D Scientists GIS Consultants IBY - Landscape Architects _ Planners Surveyors F.F. EL. 15.1 T.O. FOUNDATION EL. 14.1 FINISH GRADE EL. 13.0 FLOOD OPENINGS: N/A ENCLOSED AREA - 1037 S.F. FILE CnIn,, 9.5" TJI JOIST 2 #5 ® T.O. WALL AND —UNDERSIDE OF OPENING EXTEND V-3" BEYOND EACH SIDE OF OPENING T.O. 2" CONC. DUST EL. 10.2 NOTEZONS EL.010.0 = BAASE FLOOD ELEVATION (B.F.E.) 0 S O N6 FOOTING THICKNESS a 24" to original undisturbed soil 1, — 8„ TYPICAL' FOUNDATION WALL CROSS SECTION No, g4774 MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Structural Engineers 123 Cottonwood lane. CentenA6e.;►I?fs usetts 02632 t,4 FOR: WINFIELD REAL ESTATE TRUST Drown By: MCT/BCw I Date: 08/05/02 Drawing LOT 1, 19 PARKER'S NECK RD. Scale: None Rev. 0 SKS — 1 SO. YARMOUTHs MA File Name:..... Project No.:2002-86 ►7n�7 B.F.E. - 10.0; T.O.C. ® EL. 12.0 1-X—X—X—X—X—X—X-4 FOOTING THICKNESS - 24' 1' — 8" GARAGE SLAB -ON -GRADE DETAIL MICHELE C. TUDOR, P.E. FLOOD FOUNDATION DETAILS Consulting Structural Engineers 123 Cottonwood Lane. Centerville.`4pssachusette 02532 FOR: WINFIELD REAL ESTATE TRUST Drawn By: MCT/BM Date: 08/t05/02 Drawing LOT 1, 19 PARKER'S NECK RD. Scale: None Rev. 0 SKS _ 2 SO. YARMOUTHr MA lFile Name:...... Project No.: 2002-86 �F. R TOWN OF YARMOUTH of .'�c BUILDING DEPARTMENT ----------- � 1146 Route 28, South Yarmouth, 02664 508-398-2231 eat. 261 6 February 12, 2001 Kieran J. Healy, S.I.T. BSC Group 657 Main Street Route 28, Unit 6 West Yarmouth, MA 02673 Dear Mr. Healy: Reference is made to your letter dated January 26, 2001, concerning a request for a fill permit, for property located at 19 Parker's Neck Rd., 184, 188, & 194 Pawkannawkut Drive and 12 Barkentine Circle, shown on plans dated June 20, and Julyl2, 2000 Pursuant to the provisions of zoning bylaw section 302.1, I hereby grant permission to proceed with the fill process as detailed in said plans. This permit is subject to all other pertinent rules and regulations and adherence with the erosion and dust control measures outlined in your letter. Very truly yours, rJ J Brandolini, C.B.O. Building Commissioner JB/js BSC GROUP 657 Main Street Unit 6 Route 2.8 West Yarmouth, MA oz673 DATE: January 26, 2001 Tel: 5o8-778-89i9 Fax: 508-778-8966 Yarmouth Building Department 1146 Route 28 South Yarmouth, MA 02664 RE: Fill permit for Pawkannawkut Drive Dear Mr. Brandolini We are requesting a fill permit for a portion of 5 individual lots at #19 Parker's Neck Road, #184, #188 & #194 Pawkannawkut Drive and #12 Barkentine Circle. The area of each lot that requires more than five (5) of fill is shown on the adjoining plans. At this time Mr. Brad Hall of the Yarmouth Conservation Commission has been notified and has indicated an area of Silt Fence and an area of Silt Fence and hay bales to provide erosion control. Water is to be sprayed at appropriate intervals as a means of Dust Control when required. Yours Sinc y Kieran J. Healy, S.I.T. Engineers Environmental Scientists GIS Consultants Landscape Architects Planners Surveyors 0 ZX. .. .. . ..... . .. ...... ... ofacid Use cmb, Pcmm. oz--47 - -[Rzvvo7l BOARD OF FIRE PREVENTION -bL k)ION APPLICATION FOR PERMIT TO PERFORM ELECTRICAL WORK Colo PMC1 " 1100 FF-4 vBHT1YMZ0RTDate: UE.AUHF0B2Lff1029 ///05 uo City orTown ot sw-kojib— 710 the Inspector offt-es. ifffimfim to pcdo= the electrical work dmimbed below. undecsizaedgive -Y this ap�= the gives notice ofbisorhcr ?&CkUs Neck (�v5cvlfoi Telephone No. owner orTen=t -Avv-� pto owner's Address I i VnALor-i Uectl- 1Z 5 y c-v-,IDJL-. fv?g v o ! x is this permit ia =njauctioa with a buildiazpermlit? Yes El No 2--'(CheckAppropriateRox) Purpose of Railding UtilityAmtharizition No. Phislin Service— Amps volts ()Vrrb"d[:] undgrd El -Na. of Meters New Service Amps Volts (?vehead El UndZrdE1 No, of Meters Number ofFeedej:% and AmLplcity Location and Nature of Proposed KIECtrIC21 Work OL 17,0 r-- C., .. :-T�:- v tah& may he waved by the Zroectnr of'W-es No ofP.=cssedL=iwAajres Na . of Cel-SaSp. (PadClIC) F2=S No. of Total Transformers KVA No. orLmnivaire On -deft No. of Hot Tubs Generators KVA No. of Lzaabiaires AboTr JM- Swimming P001 rud. ❑ppmd. 0 r N6--0T �Frgeucylagtwng Battery Units No. of P-eceptade Outlets No. of Oil Burnm RZEALMIS INo.ofZones No. of Defection2nd No. of Switches No. of Gas Burners Initiatinz Devices No. of Ranges Total No of Air Con(L Tons No. ofMerting De -vices of Wa-steDisposers cat P TOtsls Urn er !TOILS tam No. of SeU-Co tun Ed on Date on/AlertinZDe-vices No. of DisIrwas4ers SpacdAxea]leatiug RV MUMi21 Local El Connection 0 Other 1:[ratfingAppliances MW S f cc=Nrait:yo E= -XI Krn t %;." e f *or Aqluciv2I No. of 14yers cc; e No. of Watw gamKW No. of No- of SiEns Ballasts Data tarring: * No. of Devices or ezt No. lryclromasszge 331thbabs INO. Of MGtOrS Total Elp Telecana=unications W No. of Devices or tut 0133MR: (Wh= rcq=rcd bymnUICIPalp0h�) Valuo El=tamlwo& Mjq=Cti=5 to be rcT=strd in -=n-dzn=- with NIEC Me 10, wad upon letian. Es�� f Work to Start M electrical 033C may issue 3131CS3 3NSURANCEC0V,ER&GF,: uniess waived by the owner, no pcxmit for the Pcd=== Of 4 calw y �' tbzli==fmvidmproofafliabRityks�hl� CoMPlc1,dp,,,fin' coycrage or its subs bmdW ccpiv2lcvf- The undemgp es that sndr eoveego is m f� and bas eabr3ited proof of same fo thepeffiit issuing ofFr,• CONE- INSURANCE M BOND (Specify) Self Insured Lc-�e lcat)% wid!rth.-.pa�.rs=dp=ab%aofymjmyj the See hrf0y='1= anL'�!s WRC`6M is&= and =91de, FIRMHAM: Ajr Security Services Inc. LIr-NO- C-45 .L Liceasee: Mark A. BrophY Signature 11r-NO- C-45 (If4ph.6z; Vtr -=MFt- *z ex h== =nber hn--) BuLTeL a.-781-355-561.9 A&kms-- 410 UniversitV Avenue Westwood r MA 02090 AIL TeL I � 7 orao *perjLCT_T.r 147,s.57-61,secmjtywadc?c:qc& I)cpzrtineatc)fi)nbacafcty"S-Li==: Lic.No. 00953 .v= tv± the Li=ns= does not have the Egality fi=zzze cov=2gt n—M=,2I17 regained by Iris By wry sigaaixue below, I hereby waive OWNER'S RiSMANCE WA17JZP- I= this requftexacut. I;mthe (check one [I owner Elcwncesag;d( qwn=1AX=d $ TOWN OF YARMOUTH WATER DEPARTMENT 99 Buck Island Road West Yarmouth, MA 02673 Telephone: (508) 771-7921 • Fax: (508) 771-7998 Date : December 19, 2002 Name : Barry Dunn Legal Address : 102 Breezy Point Rd. : S. Yarmouth, MA 02664 Service Address : 19 Parker's Neck Rd. : S. Yarmouth, MA 02664 Assessor's Sheet # : 19 Certified Mail # : 7000 0600 0028 3346 8180 New Structure : x Existing Structure : NOTICE Service # : 14804 Lot(s) # : 41.1.1 This is to advise you that the Town of Yarmouth Water Department or their authorized agents have installed,a new water service or rehabilitated an existing water service at the above service address. Materials used during this installation are electrically nonconductive. Town of Yarmouth Water Department regulations prohibit the use of this water service as a grounding device for your electrical service. It is recommended that you contact an electrical contractor to ensure that your electrical service grounding is in compliance with Massachusetts Electrical Code, CMR, S27-12.00 Article 250. A copy of this notice is being forwarded to the Town of Yarmouth Wiring Inspector. � Dan Mills, Superintendent cc Wiring Inspector File PLICATION FOR PERMIT TO DO GASFITTING _ TOWN OF YARMO "{f HEC 2 0 2 GB t9 (OFFICE USE ONLY) PERMIT NO. r s��3^ -5 Date 4j2 Building ))�� �/ Owner's AT: Location /9 �/T � 1pj //' kan6� Name �ytiy Type of Occupancy New Cam_ Renovation ❑ Replacement ❑ Plans Submitted Yes ❑ No 9-- U) Y uJ N N O M H V) LU a -j y W O V m z fA cc a ° W 8 °C 0 o °o 0 o: W ►— Q x w z Q Q a. O;�> u, Q ui qm C x Q W>¢ W M u. M Q M a m 0 00 0 Ox w c O W l- ac x 0 a x 3 0 0 > o a 0 SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINT OR TYPE) Installing Company Name l% A .IXJ A/ - Address da F-Z S W4 . 0"�a Business Telephonel' FAG Name of Licensed Plumber or Gasfitter C-d-= e-- INSURANCE COVERAGE: Check One: ❑ Corp. ❑ Partnership El-rirm/Company Check One I have a current liability insurance policy or its substantial equivalent. Yes ❑ No ❑ If you have checked yes, please indicate the type of coverage by checking the appropriate box. A liability insurance policy ga'� Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance coverage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Check One: Owner ❑ Agent ❑ Signature of Owner or Owner's Agent I hereby certify that all of the details and information I have submitted (or entered) In above application are true and accurate to the best of my knowledge and that all plumbing work and Installations performed under Permit Issued for this application will be in compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Signature of Licensed Plumber or Gasfitter License Number TYPE LICENSE: lumber 0 Gasfitter C4ieaster 0 Journeyman ",r a TOWN OF YARMOUTH Building Department Town Hall Yarmouth, MA 02664 (508) 398-2231 94261 Building Location: 00019 PARKERS NECK RD Owner's Name: Dunn Owner's Address: 00019 PARKERS NECK RD South Yarmouth MA 02664 i Owner's Telephone: Gasfitter Name: Cassano, Albert License Number: 9015 Company Name: Cassano Plb Company Phone: (508) 776-9536 PERMIT TO DO GASFITTING WORK (OFFICE USE ONLY Recorded By: Ic PERMIT NO. G-03-501 Permit Fee: $39.00 Payment Type: Check Check Number: 176 Issue Date: 12/20/02 Type of Work: New Comments: range, heating boiler, direct vent htrs. INSPECTION RECORD Date I Note Progress - Corrections and Remarks Inspector -c(- 6 ��- Ccc�F� ��Z e,.rfS Date Printed: 12/23/02 n APPLICATION FOR PERMIT TO DO PLUMBING TOWN OF YARMO THI (OFFICE USE ONLY) DEC 2 0 00 f3I113yjl�- 7 PERMIT NO. Date Building Owner's LUNG AT. Location 1� ��_c,� a�' Name Type of Occupancy New G� Renovation El Replacement ❑ 0 Plans Submitted Yes ❑ Now N y z O z W Y j J N a V Z Fa- Z to W a W N 2¢ ~ W Cn C LL z F� j@ U Z ¢ W 0] X N W a F u7 tN Y Z O a Q Uf a Q cc a a Q tL OJ X LL W= a Q S 3 o 3 N 0 y cc Z= a~ 3 Y a cc O H Q Y a Oa W W H LL O Y V W S 3 Y a>a J m N G G QQ J 3 2 Q F- o Vl o LL a C7 7 0 o Q a 3 o M a M 0 0 SUB-BSMT. BASEMENT 1ST FLOOR 2ND FLOOR 3RD FLOOR (PRINTORTYPE) r+n Installing Company Name v7 S$•�10 /i-,,'// Address 4�2elfz �• ��titiis mil• Check One: ❑ Corp. ❑ Partnership irm/Company Business Telephone 276 f�3 Name of Licensed Plumber INSURANCE COVERAGE: I have a current liability insurance policy or its substantial equivalent. Check One: Yes ❑ No ❑ If you have checked YES, please indicate the type of coverage by checking the appropriate box. A liability insurance policy Zi-�- Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER: I am aware that the licensee does not have the insurance voerage required by Chapter 142 of the Mass. General Laws, and that my signature on this permit application waives this requirement. Signature or Owner or Owner's Agent I hereby certify that all of the details and Information 1 have submitted (or entered) in above application are true and accurate to the best of my knowledge and that all plumbing work and installations performed under Permit Issued for this application will be In compliance with all pertinent provisions of the Massachusetts State Plumbing Code and Chapter 142 of the General Laws. Check on Owner ❑ Agent ❑ Signature of Licensed Plumber License Number Type: Master D-*� Journeyman 0 Building Location: Owner's Name: Owner's Address: TOWN OF YARMOUTH Building Department Town Hall Yarmouth, MA 02664 (508) 398-2231 ext.261 00019 PARKERS NECK RD Dunn 00019 PARKERS NECK RD South Yarmouth AMA 02664 Owner's Telephone: Plumber Name: Cassano, AI License Number: 9015 Company Name: Cassano Plb Company Phone: (508) 776-9536 PERMIT TO DO PLUMBING WORK Recorded By. PERMIT NO. Permit Fee: Payment Type: Check Number: Issue Date: Type of Work: Comments: (OFFICE USE ONLY Ic P-03-341 $137.00 Check 176 12/20/02 New 4 water closets, I kitchen sink, 4 lays, 2 bathtubs, 1 shower stall, 1 dishwasher, 1 wash mach conn, 1 hot water tank,1 w. piping, 1 outside shower INSPECTION RECORD Date Note Progress - Corrections and Remarks Inspector —1 Date Printed: 12/23/02 V21/2015 SlipGen • Portal Home Town of Yarmouth Template [Building Dept] ■ Slipsheet Identifier [sg24094] Document Category Building Permits Map -Block Number 019.41.1.1 Street Number 0019 Street Name PARKERS NECK RD Department Building Parcel ID 848 Backfile Batch Scan No Document? Additional Naming Info Index Operator Operator, Yannscan Date - Time 2015-04-21- 09:00 WI laserficheWSlipGerV 1/1