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Home My WebLink About0174 WALNUT STREET �' y��,��r- sf: 0 -,� .. .......--,y.�_- �,�.,._ ..�-.., �CnS CroaKed �-Fwa y Town of Barnstable Regulatory Services : Thomas F.Geiler,Director • aaxxsrnBt.e. • MASS. Building Division �0� g '�En wwy Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www,town.barnstable.ma.us ?� Office: 508-862-4038 Fax: 508-790-623( PERMIT#� �� FEE: $ �C� ' SHED REGISTRATION 120 square feet or less 7 W0JqLJ S- �ee� M ars-4;1s Location of shed(address) Village peer Yh - ( 0/ 6 -3 Property owner's name Telephone number 10 �X /2 � 7 Size of Shed Map/Parcel# . q1-)l6 gnature Date ' rn C:7 i r•; v Hyannis Main Street Waterfront Historic District? C> T Old King's Highway Historic District Commission jurisdiction? w Conservation Commission(signature is required) ram' Sign off hours for Conservation 8:00-9:30&3:30-4:30 m PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM. MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:042506 )v g 2 is pM'94 Lap h mom LOCUS H Lq NE �ipQfY WAY) . �O E tear w� a 3 RAC 404)� 0.am g1e-46-40E �cwa o• P A.31.49 pa�W&L/ e LOCUS MAP ?':'.F "•�� STEE' GRAPHIC SCALE w SIFT a W STE�ca_ SCALE r•2.000' A•la.4a a-2,-?O E ^�• rva 40 20 O 40 2 •66 ZONE RF 1 MAP 150 B PCL.17 m MAP 149 - PCL.42 5 o` 1.00 Acre a o Shoo No.•15.9 b 41 O a 1 CERTFY THAT THIS PLAN HAS BEEN PREPARED IN CONF`ORMTY VRTH en a[s TH T RULES OAND IONS OF THE BARNSTABLE PLANNING BOARD --aas- a be Y>•_?pp APPROVAL NOT REW11RE0 UNDER 209." THE S<18WSION CONTROL LAIN. O O U3 a DATE: _) 0 Q o� m� 0 w 4 1y cc 0 m 1.00 Acre ►W _ Shape N•.• 16.0 / .. a a �mti MY UT I V 3 Q o - V Z .98 8 -27. 20E ti . ?09 00 a o CA. C.D. ![r q '"D. /b + PLAN OF LAND 0 3 1N a v 4 1.01 Ares BARNSTABLE k4wows mus, MASS. Sh"s No. WO FOR v1 a JOHN A. 8 JOAN E. AALTO c.n ALIT 14.1987 cw;' SCALE: T =4O cam 20900 REGISTERED LAND SURVEYORS a as'?r ZO w CIVIL ENGINEERS MtWA/ OSTERVILLE.MASS. v � 6ST ro .� •i w 39 uT RWARD A ...5 °AiirA (S YOD FM. °iim. ♦Ps/sr A8728 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 150 017 001 GEOBASE ID ADDRESS 174 WALNUT ST. PHONE MARSTONS MILLS ZIP - LOT 4 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT TYPE BCS00 TITLEIPTION CERTIFICAMTRFDOCCUPANCY/ATT GARAGE #84671 CONTRACTORS: PADGETT BUILDERS Department of ARCHITECTS: P Regulatory Services TOTAL FEES: $25.00 BOND CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 1. Opt •AMRrABLE, + MASS. � 1639. �ED MA'S A BUIL I/N�(�' DIVI%I' DATE ISSUED 12/12/2005 EXEIRAT1bNµDATE TOWN OF BARN STABLE ' CERTIFICATE .OF OCCUPANCY PARCEL -iI) 150 017 001 GEOBASE- ID "ADDRESS- 174 WALNUT ST. PHONE 4 MARSTONS MILLS ZIP `'140T 4 4 BLOCK LOT SIZE , .'' DBA DEVELOPMENT DISTRICT TYPE J�80 ,,�T�IC,RIPTION CjRGI§ICA ELOFDWELLING O�CCU��3 �C/ATT GARAGE #84671 '�, CONTRACTORS: PADGETI' BUILDERS Department of , ' ARCHITECTS: Regulatory Services >; ,:TOTAL FEES: $25.00 "I-, ' BOND ,00 dry f"CONSTRUCTION COSTS $.00 i 756 CERTIFICATE OF OCCUPANCY 1 PRIVATE 'r,. • BARNSTABLE; ► MASS. 163Q = . BUIMI DIVI DATE ISSUED 12/1.2/2006 LKPIRt t•DATE- _ THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY,THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS'.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: I APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- PERMITS ARE •.REQUIRED FOR (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE .FROM STREET BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 2 2 2 i I 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH I I OTHER: SITE PLAN REVIEW APPROVAL WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. BUILDING PERMIT �� TOWN OF V3ARNSTA 3 BI)T C,DI N(-. PM-11) Department of Regulatory Services s a • BARNSTABLE, • MASS. i639. RFD MP'�A BUILDING DIVISION BY -i THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROMTHE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED I) FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST.BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE I 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET i BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS d s+tq� bVKth ok 91e41f6- _ r 2 � � ® j L/i2't) 2{0!"�' ,��'" �fe'� ��b�� G Jrs� 2/ ! Z 2 0:c 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT I Gas a IC, 2 OF HEA T OTH • SITE PLAN REVIEW APPROVAL G a5 WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map 50 Parcel 00-00/ � U, Aeo /J Permit# I Health Division � uo -.22� 7T-0,0 Seg ° Date Issued l D S Conservation Division 2 0 $qp� �f��/Q' Application Fee ZX 69 Tax Collector / Permit Fee Treasurer -37 INST .LLPD IN CS�lAv9PLIe4N,.r r Planning Dept. tv 1� �,� lffff TITLE 5 ENVIRONMENTAL CODS Date Definitive Plan Approved by Planning Board a y �7 ,, F�- Historic OKH Preservation/ annis �� /r unl S+ CO .� G�-,�s�,�y 1/n APN G,/ s aa�an L q by ; al✓a9 7_77— Project Street Address 1 71f�j�u'T ST Cbc,�j � �`� .1 Village MAZS'Co,S S M ILLS Owner �E"CE12 I�rr� -iJl�a�1� C1-�1L-0S Address T,0,4oX 11 1-1 TW=r451'liL1S. A Telephone CSOB) 4-1.-0-- I Soo Permit Request N QAJ S c�iJG L fr �'11�K1�L.''t 'ReS LbeNrcc- 3AIi-1 A��A AT K Riau 2 C YR QtAR F C.� 2�r� Ej.c7P.�.r C'c eet--0 Zt� Vz� -TefLl bP >��c►c�` l Tl-� S ��c Square feet: 1 st floor:existing proposed 1,01b 2nd floor: existing _� proposed 9 3'L Total new t 9 50 Zoning District RC Flood Plain Groundwater Overlay Pro.'ect`VaIuatio � D� t 5,�o:i�o= �' Construction Type WazsO FRFrrn r= Lot Size (5N C94m- Grandfathered: Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ClYes ElNo On Old Kings Highway: ❑Yes ❑No Basement Type: lid Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new '7-,tJo (2) Half:existing new Number of Bedrooms: existing new f Total Room Count(not including baths):existing newSC b First Floor Room Cou t 3 a a _ Heat Type and Fuel: Gas ❑Oil ❑ Electric ❑Other rdA 2 < ry cn F- Central Air: -Yes ❑ No Fireplaces: Existing New OtJ E Existing wood/coal e: ❑Ye@ *vNo U Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existin ❑news.size,._ Attached garage:Elexisting Xnew size S"1(g Shed:❑existing ❑new size Other: `D w Zoning Board of Appeals A thAorization ❑ Appeal# Recorded❑ Commercial ❑Yes tlo If yes, site plan review# Current Use 14 j A Proposed Use S t.OCLF- FAMI'Cf ?ESIr-)E> Tc BUILDER INFORMATION Name O .�f�7G�� Telephone Number (Soo) ?� -Coo ��sZ-f Address PkQGtrU 7u'L 25, :LAC License# 0� 8 B 59 Home Improvement Contractor# f 00/ 3 CGo'g'ui�C M ®� 3S A -2u►zrCN /-eel��Worker's Compensation# g71(.A G77 ALL CONSTRUCTION BRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Ll1LLt►�l C. SIGNATURE DATE ,00't r' FOR OFFICIAL USE ONLY S PERMIT NO. DATE ISSUED MAP/PARCEL NO. T, `ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME• INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL- " t ti PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ' FINAL BUILDINGzicSr _ DATIf CLOSED OUT ' ASSOCIATION PLAN NO. of1HE►o The Town of Barnstable '• 6AR`AIS. E. MASS. 01 Department of Health Safety and Environmental Services 9 �p t639• �0 fFOMP�� Building Division 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 �= Inspection Correction Notice Type of Inspection Fi riti Location 1-7 Y Wcd rtw St Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: - 1-e— \t r\ S - '- rt! l �-P_ co cr ,�Cale, c�`•�=10 ` rem G�e,r- a.`�n c.. 0.CC_fSS f LLP5 l 'OA- cs UArJ \ t�-:\: C) '.A -e- Yti�h u Please call: 508-862-493+for re-inspection. Inspected by ae 4__ Date��G/� oF,HE, � _ The Town of Barnstable BARNSTABLE. Department of Health Safety and Environmental Services 9 MASS. 0a �0 p�F,67q.639. ' Building Division 200 Main Street,Hyannis, MA 02601 Office: 508-862-4038 Fax: 508-790-6230 r4 Inspection Correction Notice Type of Inspection rrc� { Location t7 kl Wcd n — St Permit Number Owner Builder One notice to remain on job site, one notice on file in Building Department. The following items need correcting: �d re- I t ( I l o ILA �a`t-` d K - 4A - e t-eo co v�F-e� Glr GC L6 Q e `-� 8 J e r- 0 �' L- acc—e- U : TO Q d 2 S L4LI re-1 4 �$ ry1 .' 11 0� v� 4a 0� It ✓- I �lo�y Please call: 508-862-4or re-inspection. Inspected by l Date i �v1 WALNUT STREET � i S 34032'40"W - 208.43' 0 N Ft14.00' 8.00 14.00' 24.00' E%ISTING54.8 FOUNDATION 60.00' . 93.6 . z � .: . .. O �O V v LOT HSE.NO.174 1.0 ACRES 0 - o. ' 208.43' S 34032'40"W "I certify that the foundation shown on PLOT PLAN OF LAND this plan is as it on the LOCATED IN ground and t . �rrshe town of Barnstable �rding MARSTONS MILLS,MASS. ��_ PREPARED FOR yardDAVC HAR Ki_ ggg PADGETT BUILDERS U -28D DATE:JULY 6,2005 SCALE: 1"=40' date.-July £CISTER`�U CAPE & ISLANDS ENGINEERING flood zone c s NIASHPEE,MASS. walnutst174 Abe a � b /tr/ LQCW�'• LANE RACE (W WSW COSY MaY, ocP LOCUS MAP A•11.49 *X4 SCALE: r. `M e• ~� .Yr. �d�w Sr&rQ T a+Aw.c suLc 2.o00• . CT !Ee A•14.44 ZONES RF 200.6a Yp ,t, R. 40 Zo O 40 L, MAP ISO - PCL 17 MAP 149 8 PCL 42 OCTeOC 5 0 1.00 Acre Shop.N.•109 e e o M I CERTIFY THAT THIS PLAN HAS BEEN PREPARED W CONFORMITY WITH THE RULES AND REGULATIONS OF THE BARNSTABLE PLANNING-BOARD REr�sTERs of oErvs APPROVAL HOT REOUIRED UNDER tMOQ_t 7.20W G1 THE SUBDIVISION CONTROL LAME. 209•00 d DATE.6 1� `� c.. '•a - OCT: • o Q o' • 8 1 -7Lf 4 _ m 1.00 Acre a Shope No.• 16.0 h :« OCT o O. �. : AAQ•t7.Y0t .09 0p y y C.Pam OCT JPLAN OF LAND • a 3 IN Q " 1.01 Acres BARNSTABLE kARSTows Ate) MASS. shop.Na.• 16.0 c FOR JOHN A. & JOAN E. AALTO C.S. u OCT SCALE: r.40' AUGUST 14.1987 .� Ypp 00 BAXTER 8 NYE.W. M as.t>•.tp r REGISTERED LA SURVEYORS CIVL ENGINEERS "44ST OSTERVILL MASS. • .; �L�w @ Rf e a MCKAW w ly rlor ..a.. nw IINPOO. /K/q OST28 Bateman Law Offices Counselor at Law 39 Tower Hill Road, Suite 19A Osterville, MA 02666 Philin C.Bateman,Esquire Telephone:(508)420-9122 Facsimile: (508)320-9123 October 18, 2004 Town of Barnstable Building Inspector Building Division 200 Main Street Hyannis,MA 02601 Re: 174 Walnut Street, Marston Mills, MA Building status of parcel Dear Sir/Madani: This office has been retained by John A. Aalto and Joan E. Aalto, Trustees of J&J Realty Trust, current owners of a vacant parcel of land whose address is 174 Walnut Street, Marstons Mills,MA and Assessors reference as Map 150 Parcel 17-001. A diligent title examination has been completed on the subject parcel and on all parcels abutting the subject parcel for the purpose of determining if said parcel has been owned in separate ownership from abutting parcels in order to satisfy the then Town of Barnstable, Zoning By-Laws creating a separate buildable lot under current Zoning By-Laws. It is the opinion of this law office,the subject lot known and numbered as 174 Walnut Street, Marston Mills, MA is in fact a separate buildable lot under current Zoning By-Laws and Regulations of the Town of Barnstable, MA. The subject lot(shown as Lot#4)was created under subdivision plan dated August 14, 1987, approved by the Town of Barnstable Planning Board on August 24, 1987 and recorded in the Barnstable County Registry of Deeds in Plan Book 453 Page 45. The registered title of this parcel has been in the name of J&J Realty Trust since May 18, 1989 and has not changed since that date nor has the parcel been merged with any adjoining parcel under the same title holder. Therefore,the parcel is a legally existing buildable parcel grand-fathered under the Town of Barnstable Zoning By-Laws. Copies of the recorded subdivision plan and all recorded deeds of both the subject parcel and direct abutters are herein attached for your review and records. llf Page Two Very truly yours, Philip C. Bateman PCB/pb Enclosures oox WE, JOFCI A. AALTO Band OrANS .PAALT '035 26163 r both Of 150 walnut Street, larstons Mills, Barnstable County.Mataachuaetu In conalderatioo of NON-MONETARY CONSIDERATION pant to JOHN A. AALTO and JOAN E. AALTO, Trustees of the !J. a J. REALTY TRUST,44T.cO.-/Y il'o,v k ^-4J'r.&ed,(4 N.fC(wr�/p of 150 Walnut Street,,Marstons Lolls, !is. 02648 wtth quitclaim cabemnis th K*mixbtx A certain parcel of land situated in Barnstable (Harstons Hills) Barnstable County, flags. bounded and described as followst NOR^_HVIESTERLY by Walnut Street, Two Hundred Eight and 43/100 (200.43) foot, NORTHEASTERLY by Lot S as shown on a plan hereinafter mentioned, Two Hundred lime and 00/100 (209.00) feet, SOUTHEASTERLY , by 1annd now or formerly of William Steere at also Two Hundred Eight and 43/100 (208.43) feet) SOUTHWESTERLY by Lot 3 as shown on said plan, Two Hundred :line and 00/100 (209.00) feet. Containing 1 acre and being slio-M as Lot 4 on a plan of land entitled, "Plan of Land in Barnstable (Harstons Mille), I!ass. for John A. and Joan >r. Aalto, Scale IN - 40',.August 140 1987, for and Nye Inc., R.L.S. i C.E., Oaterville, flasa.a recorded in Barnstable P.egistry of Deeds, Plan Book 453, Page 45. For title see deed of Alden A. Piske at ux to us dated November 4, 1985 and recorded in Book 4709, Page 171. Executed at a waled Wtrument this loth day of ,lay, 19 89. 04 OHN A. AALTO, Trustee. ,r i7r `JOAN E. AALTO, Trustee. t Coamw"fusa4 of evussacaustttto Barnstable, +a May 18th, 1989. Then lcmeaffy avveued the above Domed JOH11 A. AALTO, and JOAN E . AALTO, Trustees Of the •J. i J. Realty Trust" and ackoowledSed the forexolnj 4utrumerd to be their freo andHIM �ge4 Way A&4* MY eomoilulon axp[rat xx -Barn 81C�YltI�t1 rr' 1/19/ l9 90. BARNSTABLE COU TY f�L'I,U`l i MAY 25 89 REGISTRY OF DERDS A TRUE COPY ATT ST JOHN F.MEADE REGISTER j From the Office of. STANDARD FORM LAND Cape Cod Home Realty PURCHASE AND SALE AGREEMENT 3010 Main Street Barnstable, MA 02630 1. PARTIES This I Rth day of Ma--h 20 05 AND MAILING John A. and Joan B. Aalto, Trustees of J & J Realty Trust ADDRESSES 182 Walnut Street Marstons Mille MA 02648 hereinafter called the SELLER,agrees to SELL and (fill in) Peter M and Shauna H Childs 262 Jones Road Marstons Mills MA 02648 hereinafter called the BUYER or PURCHASER, agrees to BUY, upon the terms hereinafter set forth, the following described premises: 2. DESCRIPTION 174 Walnut Street Marstons Mills MA 02648 (fill in and include recorded in the Barnstable County Registry of Deeds in Plan We reference) Book 453 Page 45• Being Lot No. 4 on Plan Book 453 Page 45. Town of Barnstable Assessors Reference is 150=017-001. 3. TITLE DEED Said premises are to be conveyed by a good and sufficient quitclaim deed running to the BUYER, or to the (fill in) nominee designated by the BUYER by written notice to the SELLER at least seven days Insert proposed use before the deed is to be delivered as herein provided, and said deed shall convey a good and dear record of property in(d). and marketable title thereto,free from encumbrances,except Include in(a)by (a) Provisions of existing building and zoning laws; specific reference any (b) Such taxes for the then current year as are not due and payable on the date of the delivery of restrictions, ease- such deed; ments,leases, (c) Any liens for municipal betterments assessed after the date of this agreement; municipal and other (d) Easements, restrictions and reservations of record, if any, so long as the same do not prohibit or liens and other materially interfere with the use of said premises for 7'4%94 dAnt' Al purposes; encumbrances. (e) 4. PLANS If said deed refers to a plan necessary to be recorded therewith the SELLER shall deliver such plan with the deed in form adequate for recording or registration. 5. REGISTERED In addition to the foregoing, if the title to said premises is registered, said deed shall be in form sufficient TITLE for issuance of a Certificate of Title of said premises, and the SELLER shall deliver with said deed all instruments,if any,necessary to enable such Certificate of Title to be issued. 6. PURCHASE PRICE The agreed purchase price for said premises is 250,000.00 (fill in);space is allowed to write Two Hundred and Fifty Thousand out the amounts if desired dollars,of which $ 2500.00 have been paid as a deposit this day and $ $ 247,5.00...00 are to be paid at the time of delivery of the deed in cash, or by certified, cashiers,treasurer's or bank check(s). $ $ 250 A00 :00 . TOTAL 7. TIME FOR Such deed is to be delivered at 1 o'clock p M.on the 20th day of PERFORMANCE, April 20 o5 ,at the DELIVERY OF Barnstable DEED(fill in) Registry of Deeds, unless otherwise agreed upon in writing. It is agreed that time is of the essence of this agreement. COPYRIGHTO 1979,1984. 1986. 1987, 1988, All rights reserved. This form may not be copied or 1999,20D0 reproduced in whole or in part in any manner GREATER BOSTON REAL ESTATE BOARD EQUAL HOUSING whatsoever without the prior written consent of the FORM N0. RA153 OPPORTUNITY Greater Boston Real Estate Board. B. POSSESSION and Full possr n of said premises free of all Um6wAc-aud o. ,ants, except as herein provided, is to be CONDITION of delivered a<a ie time of the delivery of the deed, said premises to be then in compliance with the provisions PREMISES of any instrument referred to in clause 3 hereof. (attach a list of exceptions, if any) 9. EXTENSION TO If the SELLER shall be unable to give title or to make conveyance, or to deliver possession of the PERFECT TITLE premises, all as herein.stipulated, or if at the time of the delivery of the deed the premises do not conform OR MAKE with the provisions hereof,then any payments made under this agreement shall be forthwith refunded and PREMISES all other obligations of the parties hereto shall cease and this agreement shall be void without recourse to CONFORM the parties hereto, unless the SELLER elects to use reasonable efforts to remove any defects in title, or to (Change period of deliver possession as provided herein, or to make the said premises conform to the provisions hereof, as time if desired). the case may be, in which event the SELLER shall give written notice thereof to the BUYER at or before the time for performance hereunder, and thereupon the time for performance hereof shall be extended for a period of thirty days. 10. FAILURE TO If at the expiration of the extended time the SELLER shall have failed so to remove any defects in title, PERFECT TITLE deliver possession, or make the premises conform, as the case may be, all as herein agreed, then any OR MAKE payments made under this agreement shall be forthwith refunded and all other obligations of the parties PERMISES hereto shall cease and this agreement shall be void without recourse to the parties hereto. CONFORM,etc. 11. BUYER's The BUYER shall have the election, at either the original or any extended time for performance,to accept ELECTION TO such title as the SELLER can deliver to the said premises in their then condition and to pay therefor the ACCEPT TITLE purchase price without deduction, in which case the SELLER shall convey such title. 12. ACCEPTANCE The acceptance of a deed by the BUYER or the BUYER's nominee as the case may be,shall be deemed OF DEED to be a full performance and discharge of every agreement and obligation herein contained or expressed, except such as are, by the terms hereof,to be performed after the delivery of said deed. 13. USE OF To enable the SELLER to make conveyance as herein provided the SELLER may, at the time of delivery MONEY TO of the deed,use the purchase money or any portion thereof to clear the title of any or all encumbrances or CLEAR TITLE interests, provided that all instruments so procured are recorded simultaneously with the delivery of said deed. 14. ADJUSTMENTS Taxes for the then current fiscal year shall be apportioned as of the day of performance of this agreement and the net amount thereof shall be added to or deducted from as the case may be, the purchase price payable by the BUYER at the time of delivery of the deed. 15. ADJUSTMENT If the amount of said taxes is not known at the time of the delivery of the deed, they shall be apportioned OF UNASSESSED on the basis of the taxes assessed for the preceding fiscal year, with a reapportionment as soon as the AND new tax rate and valuation can be ascertained; and, if the taxes which are to be apportioned shall ABATED TAXES thereafter be reduced by abatement,the amount of such abatement, less the reasonable cost of obtaining the same, shall be apportioned between the parties, provided that neither party shall be obligated to institute or prosecute proceedings for an abatement unless herein otherwise agreed. 16. BROKER's FEE A Broker's fee for professional services of (fill in fee with Is due from the SELLER to dollar amount or N/A percentage,also name of Brokerage frrrrr(s)) .t herein, but if the SELLER pursuant to the terms of clause 19 hereof retain made hereunder by entitled t LLER an amount equal to one-half the amount so r un equa to e s 3 j-krt n ract, ichever is the lesser. 17. BROKER(S) WARRANTY w (fill in name) COPYRIGHT©1979,1984,1986,1987,1988,1991,2000 GREATER BOSTON REAL ESTATE BOARD All rights reserved. 11±:' DEPOSITS All deposits.made hereunder shall be held in escrow by 'C'�i..t 45 (fill in name) as escrc Sent subject to the terms of this agreement shall be duly accounted for at the time of performas I.,a of the agreement. In the event of any disagreement between the parties, the escrow agent may retain all deposits made under this agreement pending instructions mutually given in writing by the SELLER and the BUYER. 19. BUYER's If the BUYER shall fail to fulfill the BUYER's agreements herein, all deposits made hereunder by the DEFAULT; BUYER shall be retained by the SELLER as liquidated damages unless within thirty days after the time for DAMAGES performance of this agreement or any extension hereof, the SELLER otherwise notifies the BUYER in writing. 20. RELEASE BY The SELLER's spouse hereby agrees to join in said deed and to release and convey all statutory and HUSBAND OR WIFE other rights and interests in said premises. 21. BROKER AS s named herein join(s) in this agreement and become(s) a party hereto PARTY provisions of this agreemen a pr r modifications of o er s agree(s)in writing. 22. LIABILITY OF If the SELLER or BUYER executes this agreement in a representative or fiduciary capacity, only the TRUSTEE, principal or the estate represented shall be bound, and neither the SELLER or BUYER so executing, SHAREHOLDER, any shareholder or beneficiaryof an trust, shall be mp nor Y personally liable for any obligation,express.or implied, BENEFICIARY,etc. hereunder. 23. WARRANTIES AND The BUYER acknowledges that the BUYER has not been influenced to enter into this transaction nor has REPRESENTATIONS he relied upon any warranties or representations. not set forth or incorporated in this agreement or (fill in);if none, previously made in writing, except for the following additional warranties and representations, if any, made state"none if by either the SELLER or the Broker(s): any listed,indicate by whom each war- ranty or represen- tation was made 24. MORTGAGE In order to help finance the acquisition of said premises,the BUYER shall apply for a conventional bank or CONTINGENCY other institutional mortgage loan of$ 30000 at prevailing rates,terms and CLAUSE conditions. If despite the BUYER's diligent efforts a commitment for such loan cannot be obtained on or (omit if not before April 15th,2005 the BUYER may terminate this agreement by written notice to the provided for SELLER and/or the Broker(s),as agent(s)for the SELLER, prior to the expiration of such time,whereupon in Offer to any payments made under this agreement shall be forthwith refunded-and all other obligations of the Purchase) parties hereto shall cease and this agreement shall be void without recourse to the parties hereto. In no event will the BUYER be deemed to have used diligent efforts to obtain such commitment unless the BUYER submits a complete mortgage loan application conforming to the foregoing provisions on or before 20 25. CONSTRUCTION OF This instrument, executed in multiple counterparts, is to be construed as a Massachusetts contract, is to AGREEMENT take effect as a sealed instrument, sets forth the entire contract between the parties, is binding.upon and enures to the benefit of the parties hereto and their respective heirs, devisees, executors, administrators successor; and assigns, and may be cancelled, modified or amended only by a written instrument executed by both the SELLER and the BUYER. If two or more persons are named herein as BUYER their obligations hereunder shall be joint and several. The captions and marginal notes are used only as a matter of convenience and are not to be considered a part of this agreement or to be used in determining the intent of the parties to it. 26. ADDITIONAL The initialed rider,if any,attached hereto,are incorporated herein by reference. PROVISIONS Subject to this lot being a buildable lot for the purposes of constructing a single family residence. !`AOVOIP`_L"M%4070 4100A 400C 4007 /00o 4004 nnAA t-OC ATCO OACT^LI OCAI CCTATC DAAOr%All A-k#,..n....n,...l NOTICE: This is a legal c nent that creates binding obligations. If not ui stood,consult an attorney. SELLER JoKu A Aalto ER Peter M Childs 41• /uXG�2 SE (or Spouse)Joan s Aalto BUYER Ishauna a Childs NONE BROKER(S) I This torn was created by Diane Philos-Jsasen using s-FORKS. •-FORKS is copyright protected and may not be used by any other party. • CQPYRIGHT 01979.1984.1986.1987.1988.1991.2000 GREATER BOSTON REAL ESTATE BOARD All rights reserved. RESIDENTIAL BUILDING.PERMIT FEES APPLICATION FEE , New Buildings $100.00 10 O Residential Addition $50.00 Alterations/Renovations $50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE D square feet x$96/sq.foot=_ ,�-�U x.0041= 7 V . 5 2 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGESgjttache detached) 5 square feet x$32/sq.ft.=_ / 8,`13 L x.0041= 7� 51 ACCESSORY STRUCTURE>120.sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS '"o Open Porch 2 x$30.00= (number) Deck I x$30.00= 3� (number) Fireplace/Chimney x$25.00= 2 5 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Q @@ Q Permit Fee ! 5 V I Prolcost Rev:063004 ucsic UNITED CASUALTY AND SURETY INSURANCE COMPANY LICENSE AND PERMIT BOND For County,City,Town or Village Only. Not Valid for Contract,Performance,Maintenance, Subdivision,Agent to Sell Hunting and Fishing Licenses or Utility Guarantee Bond. KNOW ALL MEN BY THESE PRESENTS: BOND NO: 002037 That we,Padgett Builders Inc.,P.O.Box 133,of the Town/City of Cotuit,State of MA 02635,as Principal,and UNITED CASUALTY AND SURETY INSURANCE COMPANY,a corporation duly licensed to do business in the State of Massachusetts,as Surety,are held and firmly bound unto the Town of Barnstable,367 Main Street,Hyannis, MA 02601,State of Massachusetts,as Obligee,in the amount of Eight Hundred Thirty-Four Dollars and 00/100 $834.00 , lawful money of the United States,to be paid to the said Obligee, for which payment well and truly to be made,we bind ourselves and our legal representatives,jointly and severally. THE CONDITION OF THIS OBLIGATION IS SUCH,That whereas,the Principal has been licensed and/or issued a permit for the purpose of opening and/or occupying a public located at 174 Walnut Street,Marstons Mills,MA 02648 by the Obligee. NOW THEREFORE, if the Principal shall faithfully perform the duties and comply with the laws and ordinances(including all amendments),pertaining to the license or permit,then this obligation to be void,otherwise to remain in full force and effect for a period commencing on the 111h day of May,2005,and ending on the 11h day of May,2006,unless renewed by continuation certificate. This bond may be terminated at any time by the Surety upon sending notice in writing to the Obligee and to the Principal,in care of the Obligee or at such other addresses the Surety deems reasonable,and at the expiration of thirty- five days(35)days from the mailing of notice or as soon thereafter as permitted by applicable law,whichever is later,this bond shall terminate and the Surety shall be relievedAincipal bility for any subsequent acts or omissions of the Principal. Dated this 11`h day of May,2005. adgett Builders In Witnessed UNITED C ALTY AND SURETY b CO By By Thomas P.Carrigan,Jr., ttorneyrin-fact ss: ACKNOWLEDGEMENT OF SURETY STATE OF MASSACHUSETTS County of Suffolk On this 11'h day of May,2005,before me,the undersigned officer,personally appeared,Thomas P.Carrigan,Jr. who acknowledged himself to be the aforesaid officer of UNITED CASUALTY AND SURETY INSURANCE COMPANY, a corporation,and that he as such officer,being uthoriz o t do,executed the forgoing instrument for the purpose therein contained,by signing the name of the corporatio by himself as such officer. IN WITNESS WHEREOF,I have hereunto set my hand a Timoth M. an ota Public Expires 9/3/2010 Timothy M.Carrigan Notary Public Commonwealth of Massachusetts My Commission Expires September 3,2010 M�ow Bak " il $ '�' i111 a 1�� dull `�lll�l of Iil - 1 IIII" IIIIIII� It ,l(LIq� hl le,0, V !iIIIIIWi��IVu I �t � � 83 �9t9L e W "1 7 D ts B&OW-00203 UNITED cA§VAL_TVCN6SURE]fY INSURANCE CU`MPTNY�— Ilu W,AR,0 4V'13 lEffa MW �=—'Fadgdtt BUders Inc. goo �g �g� p 0 Bds—bo—,NnmNIX8_90t�"St MW A — iw %A il , WIT 1W= g, ,Is ��Z �POWER QF(ATTORNEY 5lA 5;RAN _9 Np Box_133N ME WY IrSWEPRE§h�W V W15P. It LIM NU I �1;00 PAS&2 bO Ell �J, Wdy wfND2FSUREW=Y-_ IN! t9s me lw�I N Itr t IN I'll W I own,olbamstable 97 i�lhll III MIMI 1 `101" A %wFu WI COMPANY,a corporation of the State iRalrch=tts,ate c _doqhereby app mtiVp IH, I&OF Eli ww rngAn,Jr of Boston, �W44W Th 0 assaAselttlts W� M its trl - UAttorney," �Atii4 '11,po,":iaft VA he la'w".f 'fin-facl,�'� i I F� "Wer, dlad� UI z Uet�*� 04,f,,,m u `1111 W it�,, to "'et 0 Ma Ilas s'iu�� I fitRhAf of t-h�i't,C`6.'4Qn y' �14 e, e d�,delivdr�anau th"day, 9T,2 69-5W my,thereto,,if,a sea]is!,re required bonds,. tA in 0 VM� I sin-- =gam nature -er6ot,astollo.... I. ...... 3 mlet Contract oun N/A —An ��r cop zanZ,.ylla all bonds, of,,n,�, undertaken k'n pes7consents sure 0 `RWIV, lWiffeWatiotis i4tthe ',,tu&SOreof "W p %JI,r Iq All 04111 11141 0111161W 1111V 41�1114111 ANCE�' Bond Amount M _97 A I, 111111if 1111 lilolllF!44 M la� pursuant to these presents;are hereby�liltattfied�and confirmed. 'ltw iK t00o , I::.,. ab Q W air fk&aledjJy1_fa'Fhigpoyqr qt��" to,, ay i�ghe d_ ",,,,gqt,� n, ttheAtl0MWjj,,esorqug,,ns ado e h ,Board rA r'L 0r.a p V i.. Illfit 5�1�n T RAN held on the I st oay or j uly, I 99Twhich�Rcso....... V I . E WY,I N S U z Xy I-5WC ASUALTYANIff§" GE�C NY,at a,meeting caled and III xml!' lgnow1njull fqrc f'i ICI III lit P" 0�111 l II. Resolved that Z17 Meg auinonzed,and�empMwl`&edl W� Mysjip-l�,dLL 'I It "T b name d and as Surety any ai�rail V6'� as its arts to execute and acknowledge for ns,recog--n-i_zanJFscdMr2—ts o indemnity,waivers of citation 2 Ukan d,a 11'otbt ljatq� r�the —4tiftz thereof z e�: tb p ny� " writer � �r7 xcp t d-b sucW&� ,,, itA ,�� qgLpy ,x M s e lfdfg)=C la f the d dui -.executedand! cknoledg bytPe elected FIW i'` ' ,�V 11 , n they i w1h1� 11i This' 'o'wer 6faogftliC8d.and��0, 1e,d,by.fa&§imile Tr&AR �uhrt w ZN , L 1p big, � ifiG_by4h6tBoard70ifectofRof, ' A _ UIVASUALNDSRETIIN 1ZNM Rc �" RM b 9 �f OAI,I U � , AG � T gerg�y h AY06lyI9fi ions an#tj I n�o,j!p a q y� �csipjleto n wcr�_of.attorney or seal,when optS such officeRAN-d t1j. m 2851-41ffl 6_n g,,%gpeQOmpany.,�asr e.ori a g 't j t ....I...... ..... -4--y,p M—ffnpec ' tt race 0 f an)j�';7undeW e n,,,,z rice t ,&-,Jha officer_authorized PyZes?'!"Ue yt��,�!g�atu�p 1 9 gf,an�oEc r Fe�'�of?to rtiFi&ati__h KdfthEi�gi�eq 01, U P r �7Mc firia pgqat�, f-- thereof d ZIT Compimy,t6 be v=binding upon the C&npany With the same force andEffeciTsIbMig%ianuall�`affixn,., "I", l,W *ie U�AM4" 4XV 111 l�T��NESSI-�WHEREOF;�-,U.NI,T�,,ED.0 ASUW1ETM,AND§ REI-)�. iRANCECOMPAnII g, as-cause( w e,signe In yits`propeM-�- U ANY h ifthtsor6ents)t 'b d,b W-W 'it VE�__ �%0� li�,""10, V,F us here" 2_:77n_d'd3Wfq6 Aff RN W % Npgh�Qe ItMP11"unto alRe `�IW2 A NITED-C _S4 CEtCUMPAN III I —7: 1W d WV W %F wff.0 INSURANCE��ttw jAA1qI%t,, TY AND SURETMINSU F � III Ill III I dill 20 or it M; virn�otpy, Carr Statei-0-f-Ma-MC USULLY ,uunfy�oQ)1U1T01K'aS' III WAk low Mr a 10 M IN hII II I' IIII as py,i On this 22nd'day offebruary in the y6i2002 156fore me personall y' ime Timothy Carrigan to mekft6wn,` 'fill",'bei byR&ly sworn,did ep �T I I husetts,;4 at ,etisA et, lreasureno w'"d 'ose' and sayy:that 6"Ir"'i h f'�UNIT,ED�C,A,SUAL=T.Y��AiND-�SLIRET4Y INSU RAINCEICOMPANYV.� 1 AW emi e '�6 6 red e;Ia ovql,�in nt;�,," e,,s,gR,,-d h��n th�""'I' -iib r �'b6d--Iiefiiifvhich xe u Ith'" b --rptedrauthqrity;j��I,�'he novvst the_p,�ratiop escri M o liy4 r office under the,.Lek).ofsaid coiporaiii7n't=seal affixed l/o'saild'i'n"strument is such corporate seal,and that it 'Was siolffiJMN-h-brity of his 8 y I it IIIjqg �g� 0 Wft �1111WFAI — M I, Mal jr alat 11"41111 4 IIII SAY- j. tiern 0, m IOWA, �Ftil*71*INW - T lRoMptaq, ,_ -A Val" b&W iviy I-,,T.iMothy M;Carrigan,Treasurer&Lety)of UNITED CASUALTY AND SURE --INSURANCE COMPANY certify thatour, I ,the foregoi T)L A�i#QhN i�q e quotiediRe i5firtUrney;andiane:abi: lo s6lutionso0tre goard ofj)irector'��of tJuly IMI993�haii7i "ice ........... W V, M 05 1�II 'IIIII!!'uuNN &gned.,., Ak i"! use t iedtanT1sAABAQT-Ma�skh 44 Itt, M 4 41, "Mf f Mff-Zinibitti�IMMarri n�1l4TTA v 144, AI� I II Rift �l � ll h100 �011" ' I BOARD OF.BUILDING REGULAT �0-35,000 ct enclosed space IONS l r" I (MGL C.112 SA01. 1 f License: C NSTRUCTI.ON SUPERVISOR . ��,,,` �IA-Masonry only Number:` 048859 1IG-1&2 Family Homes Failure to possess a current edition of the Massachusetts State Building Code i I �" ' is fo r or revocation of this license. 'I ! Exp tas: 2 2 Tr,no: 16904 cause I Res ROBERT R PADGE �= �— 184 SCHOOL ST/POp - 3/ COTUIT, MA 02635 /o Acting o. miss ner i DIG SAFE CALL CENTER: (888)344-7233 ✓k TOom�nar�upn o�./�aaoac/auaetta Board of Building Regulations and Standards License or registration valid for individul use only HOME IMPROVEMENT CONTRACTOR before the expiration date. If found return to: Registratign:;.100131 Board of Building Regulations and Standards EXpiratioe: �gn006 One Ashburton Place Rm 1301 T Boston,Ma.0 08 , ype; Private Corporation PADGETT BUILDERS,INC. Robert Padgett PO Box 133/184 School St.,. i Cotuit,MA 02635 Administrator Not vali without s' ture The Commonwealth of Massachusetts Department of Industrial Accidents 600 Washington Street Boston Mass. 02111 Workers'Com ensation Insurance Affidavit-General Businesses name: StJ C address: i�. 0 . r6o x city TI,tT T y� state: ---�zint02(e-SS phone#G�) 42�-DOO 1 work site location(full address): I 4JA-f3u-( �T• ( —FIN ftg5 t,�P5 Tn . !nA oZUq-o ❑ I am a sole proprietor and have no one Business Type: ❑Retail❑Restaurant/Bar/Eating Establishment working in any capacity. ❑Office❑Sales(including Real Estate,Autos etc.) ❑I am an ens loyer with em loyees(full& art time). ❑Other %//%/m% �//%%%%%/e.�////%//// %/////%%%%//% �( I am an employer proc�v((.i\\�din1g me workers'comvenlsAtat/ilotnl for my employees working on this job. cOMI)any na • •• r V�(\M12 address: city' .. pl30ne#'' insurance cb:•: ?:. T. (�/ia/ i i i a I am a sole proprietor and have hired the independent contractors listed below who have the following workers' compensation polices: company name: address:, .t.•. .. citV: instiren olic ce co. ,# Company name: address: city:. ..r phone#� Fallure to secure coverage 'required under Section 25A of MGL 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one years'lmpr(sonment a ell v efvll penal a in form of a STOP WORK ORDER and a fine of$100.00 a day against me. I understand that p copy of this statement ma fo rd to a Off3 of ntlgetlom of the DIA for coverage verifleation. I do her certify u er t p an en ies jury at the information provided above is trite and correct Signature Date S 6 I 0 s Print name JAGF(L'j I/(trice il pees .T-X Phone#��cg�12,B —000 official use only do not write in this area to be completed by city or town official city or town: permlt/llcense# -[--)Building Department " ❑check if immediate response is required ❑Licensing Board ❑Se)ectmen's Omee ❑Health Department contact person: phone#; ❑Other (revved Sept 2003) .......................... .................................. . ........ ..... ...... ATE(MMMD\n . ....... . ....x ... ................ .. ............ ............ ........ ....... .. .............. . ..... -17-04 rM A4 19,4 0 11 05...... ....... ...... ....... . ... ........................ .............................................. THIS CERTIFICATE IS IS96'E"D*AS A MATTER OF INFORMATION PRODUCER ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE MYCOCK INS AGCY HOLDER. THIS CERTIFICATE DOES NOT AMEND EXTEND OR 20 SCHOOL ST ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. PO BOX 437 COTUIT MA 02635 COMPANIES AFFORDING COVERAGE COMPANY 297SB A AMERICAN ZURICH INSURANCE COMPANY INSURED COMPANY PADGETT BUILDERS INC B PO BOX 1133 COMPANY COTUIT MA 02635 C COMPANY D ............................... ......... ......... ........... GCiV ............... ... .......... ....................... ....... .......... ........... .......::: .......... ......... ...... ,.:,.......................... ............. ........... . .... ...... ....... ....... ..... ....................... E .......... ......... . .............. .... ............ ................................ .... ............. .... . ......................... .. ........................... ............................ *.............. ..............%. . .. .......... ............ *................... ....................................... . ....... THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. Co TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTS DATE(MUWD\VV) DATE(MMfWD\YV) GENERAL LIABILITY GENERAL AGGREGATE $ COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGG. $ CLAIMS MADE F7OCCUR. PERSONAL&ADV.INJURY $ OWNER'S&CONTRACTOR'S PROT. EACH OCCURRENCE $ FIRE DAMAGE(Any one fire) $ MED.EXPENSE(Any one person) $ AUTOMOBILE LIABILITY COMBINED SINGLE $ ANY AUTO LIMIT ALL OWNED AUTOS BODILY INJURY rSCHEDULED AUTOS (Per Person) $ HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per Accident) PROPERTY DAMAGE $ GARAGE UA131UTY AUTO ONLY-EA ACCIDENT ANY AUTO OTHER THAN AUTO ONLY: EACH ACCIDENT $ AGGREGATE $ EXCESS LIABILITY EACH OCCURRENCE $ UMBRELLA FORM AGGREGATE $ OTHER THAN UMBRELLA FORM 77-777777%! A WORKER'S COMPENSATION AND (UB-971GA67-7-04) 06-01-04 06-01-05 STATUTORY LIMITS �� EMPLOYER'S UABILITY EACH ACCIDENT $ 100,000 THE PROPRIETOR/ X INCL DISEASE—POLICY LIMIT $ 500,000 PARTNERS/EXECUTIVE OFFICERS ARE: EXCL DISEASE—EACH EMPLOYEE Is 100,000 OTHER DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/RESTRICTIONS/SPECIAL ITEMS THIS REPLACES ANY PRIOR CERTIFICATE ISSUED TO THE CERTIFICATE HOLDER AFFECTING WORKERS COMP COVERAGE. ................. ..... ...... ... ....... ......... X'..... ................ . . ....... ................................ ................ ': .... ....... .................................. ..... .................. 4.-E W X: .0m tc . .... .... .......... SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY WILL ENDEAVOR TO MAIL TOWN OF BARNSTABLE 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE BUILDING INSPECTOR LEFT, BUT FAILURE TO MAIL SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR 367 MAIN ST LIABILITY OF ANY KIND UPON THE COMPANY,ITS AGENTS OR REPRESENTATIVES. HYANNIS MA 02601 AUTHORIZED REPRESENTATIVE ............................................................................................................... ...... AC . .............................................................................................: - %. ... . ..... .. .............1. : . . ............ .:... ..................... ...............A...l. ". ...................... X0' .................................... .... .......................... .......................................... ........................*..... ....... ....... ... . ........................... .............. . .......... ............. .... ............................. ............................................ ..................... .. .............. ENERGY CONSERVATION APPLICATION FORM FOR LOW-RISE RESIDENTIAL NEW CONSTRUCTION and ADDITIONS 780 CMR Appendix J Applicant Name: 906 PhoGEt7 Site Address: /7 WAwyr Smeer Applicant Address: `.o• 60a 13.3 City/Town: u15 181 sel lctn 5-r. Use Group: CrwiT OA 011hS5 Date of Application: NMI 1(o 1-05 Applicant Phone: (sob)41-lb-v001 Applicant Signature: Compliance Path(check one): ❑ Prescriptive Package(Limited to 1-or 2-family wood frame buildings heated with fossil fuels only) Package (A through KK from Table J5.2.1b): Heating Degree Days(HDD65)from Table J5.2.1a: (For items d. through i., fill in all values that apply from Table J5.2.1b:) a. Gross Wall Area sq.ft f. Wall R-value R- b. Glazing Area' sq.ft. g. Floor R-value R- c. Glazing%(100 x b-a) % h. Basement wall R- d. Glazing U-value U- i. Slab Perimeter R- e. Ceiling R-value R- j. Heating AFUE . Womponent Performance: "Manual T ade-Off" (Limited to wood or metal framed buildings only) Climate Zone(from Figure J6.2.2) Zone 12 ❑ Zone 13 ❑ Zone 14 Attach Trade-Off Worksheet from Appendix J, [and HVAC Trade-Off Worksheet, if applicable] ❑ MAScheck Software Attach Compliance Report and Inspection Checklist printouts ❑ Home Energy Rating System Evaluation Attach Home Energy Rating Certificate(HERS rating score must be 83 or higher) ❑ Systems Analysis OR ❑ Renewable Energy Sources Attach Mass Registered Architect or Engineer Analysis ALTERNATIVE FOR ADDITIONS ONLY: a. Gross Wall+Ceiling Area sq.ft. b.Glazing Area' sq.ft. c. Glazing%(100 x b_a) % ❑ ADDITION with Glazing% (c.) up to 40% may use 780 CMR Table J1.1.2.3.1 below: MAXIMUM U-value MINIMUM R-Values Fenestration' Ceiling' Wall Floor Basement Wall Slab Perimeter,Depth 0.39' R-37 R-13 R-19 R-10 R-10,4 ft i Glazing Area may be either Rough Opening or Unit dimensions. 2 Based on NFRC listing. Applies either to every unit,or to area-weighted average of all units. 3 R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area (i.e.-not compressed over exterior walls,and including any access openings.) ❑ "SUNROOM" addition(greater than 40%glazing-to-wall and ceiling gross area) Attach"Consumer Information Form"from 780 CMR Appendix B.- Official's Name: Official's Signature: Application Approved ❑ Denied ❑ Date of Approval/Denial: Reason(s) for Denial: (provide additional details as needed on back side) . _ .. _. ...1',.�r�..s� P.i__ .. .. _ I , BiFFa&3 ci_t. i J. i. L d .4 il, G f i 'rr Y 780 CMR: STATE BOARD OF BUILDING REGULATIONS AND STANDARDS THE MASSACHUSETTS STATE BUILDING CODE Manual Trade-Off Worksheet Permit a � I Builder Name �Ro�B"17U)tb25c t Date D.d Checked By T Builder Addressi. f 7tf ST. IW Zone 2 013 ❑14 Date . SiteAddrtss • x,� Submitted By O PffDCilsTf Phorie PROPOSED REQUIRED �+ Ceilings-Skylights and Floors Over Outside Air Required Insulation x Net Area U-Value eion R-Value U-Value UA (Table J6.2 2h) x Arm ' USA Ceiling o 30 .o3S� '11�4� 46, (Table J622a) '• .-. Floor Ova Outside Air n' (Table J623a) . fe 3. Z- R.• _ .... _Total Area Walls.Windows:and Doors Insulation x Net Required "bore R-Value U-Value Area r -UA U-Value -xArsa -UA Dcscriwails ableJ623b.ed) l3 tOZZ toil Windows (NFRCorTablcJl.S.3a) (MC or Table 11.5.3b) Sliding Glass Doors (NFRC or Tablc J UJz) a T 10 ttr Total Ara Z��n Floors and Foundations 1=12don Insulation R- x Meer or Required Description Depth Value U-Value Perimeter ..UA U-Value x Are fer' -UA . Floor OvaUncooditioned (I'ibk � t633 Ill fe 2 JCS( - .tOs- S J6.2.20 Basement Wall (Table J621 Rt . Uabcatod Stab n (Tabk J6220 in Heated Stab I. (Table J6.2.2d to Total Prgwscd UA men b'e ksa, Told! / Chas oregsal to rota((orAaytaleO X qulndLGI Proposed UA •b Epp OR Required UA SWemeW of Cotaplim=The ptoposod Wilding desip rWaadod in L--+Ad%usled I blest dacwxenu Jr'eorvirraw artdt At badAvP1-M 4- (Jramrlaat. rand other calculations submitted with the it Kttion Rtqulrrd CA (.l D Btrt7 vaJgr,er company Name onri .760.22 780 CMR-Sixth Edition. 2I20/98 (Effective 3/l/98) I� Affidavit of Substantial Financial Interest of T11�u35, on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map_L5 C2_, Parcel l_ 1—. The address of the property is 11� VJ�► SAT �T , 7''1^��7 �� '��' 2. 1 have % legal or equitable interest in the real property which is the subject of the wilding permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from todaoy's date, which is ��blterest ne following individuals or entities have had a 1 /o or greater legal or eq uitathe real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address ��zau a saq �� SY m,�s, MR 02,4�8 4 Within the last twelve months, from today's date,which is ch have beend :a 1% or greater legal or equitable interest in the following properties wh the subject of a building permit application: MapiParcel Address 5, Within this calendar year, I have submitted building permit applications for property in Which I have a 1% or greater legal or equitable interest. g, Within the last ten days, I have submitted building permit applications for property in which l have a 1% or greater legal requitable interest, 7. Within this month, l have submitted building permit applications for.property in which I have a 1% legal or equitable int rest. 8. Within in this month, I have received building permits for property in which I have . a 1% legal or equitable interest. Signed under the pains and penalties of p u this fte day of 1 2001-oowaffin , �c4lO�y Town of Barnstable Regulatory Services ' Thomas F.Geiler,Director Building Division ' TomPerry, Building Commissioner 200 Main Street, $yannis,MA 02601 www.town.barnstable..xna.us Office: 508-862-403 8 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, , Ae i— IV , ��' ,as owner of the subject property hereby authorize:flo /P4�(;03LU1 -a5,TJCto act on mybehalf, in all matters relative to work authorized by this building permit application for: f-14 W R-b s LLS, 1-/1A (Address o Job) /A Signature of Owner Date Print Name .,.nnaw we.nanaovoco�wm crn*T BC CALC®2003 DESIGN Tuesday,GN REPORT - US April 26,2005 10:40 BO SE- (w, Single 9 1/2 AJST'" 20 MSR File Name: Padget Childs.BCC: Level 1\J 9 Job Name: Childs Residence \ Description: 1 st fl joist living/family/nook Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders 'Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" ..X.,�s �,.sl?_i....�,. ;;... a,4`..ce.:.ak:abw.a. s ` 'a4rts ., vk 13-10-14 11-09-06 06-06-14 B0,3-1/2" B1,5-1/4" B2,5-1/4" B3,3-1/2" 318 Ibs LL 830 Ibs LL 609 Ibs LL 195 Ibs LL -. 74 Ibs DIL 204 Ibs DL 122 Ibs DL 30 Ibs DL Total Horizontal Length-32-03-02 General Data Load Summary Version:" US Imperial - ID Description Load Type Ref. Start End Type' Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 32-03-02 Live 40"psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 3 Left Cantilever: No. Controls Summary Right Can No Control Type Value %Allowable Duration Load Case Span Location Moment 1324 ft-Ibs 39.0% 100% 6 2-Left Slope ow. 0/12 Neg: Moment -1324 ft-Ibs 39.0% 100% 6 1 -Right OC Spacing: 16," End Reaction 392 Ibs . 28.3% 100% 4 1 -Left Repetitive: Yes Int. Reaction 1035 Ibs M.3% 100% 6 1 -Right 'Construction Type:Glued Cont.Shear 559 Ibs 48.2% 100% 6 1 -Right Uplift 45 Ibs n/a 5 3-Right. Live Load: 40 psf Total Load Defl. U1058(0.158") 22.7% 4 1 Dead Load: 10 psf Live Load Defl. U1270(0.131") 37.8% 4 1 Partition Load: 0 psf Total Neg. Defl. 0.044" 8.8% " 4 2 Duration: 100 Max.Defl. 0.158" 15.8% 4 1 Disclosure Span/Depth 17.6 n/a 1 The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets User specified(U480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 3-1/2". above is based upon building Minimum bearing length for B1 is 5-1/4". code-accepted design properties Minimum bearing length for B2 is 5-1/4". and analysis methods. Installation Minimum bearing length for B3 is 3-1/2". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTM, BC OSB RIM BOARD-,'BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, -VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of=1=r sQ,$E, BC CALC® 2003 DESIGN REPORT - US Tuesday,April 26,200510:40 Single 9 1/2" AJSTm 20 MSR File Name: Padget Childs.BCC: Level 1\J_06 Job Name: Childs Residence Description: 1st fl joist Foyer thru kitchen Address: Walnut Street Specifier: be City,State,Zip:Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf Oc Spacing 16" AL 13-10-14 11-07-06 Ak BO,3-1/2" B1,5-1/4" B2, 1-1/2" 320 Ibs LL 856 Ibs LL 274 Ibs LL 73 Ibs DL 214 Ibs DL 54 Ibs DL Total Horizontal Length-25-06-04 General Data Load Summary Version: US Imperial . ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 25-06-04 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration . Load Case Span Location Moment 1390 ft-Ibs 40.9% 1000/0 2 2-Left Slope: 0/12 Neg.Moment -1390 ft-Ibs 40.9% 100% 2 1 -.Right OC Spacing: 16" End Reaction 328 Ibs 28.7% 100% 5 2-Right Repetitive: Yes Int. Reaction 1070 Ibs 36.5% 100% 2 1 -Right Construction Type:Glued Cont.Shear 563 Ibs 48.6% 100% 2 1 -Right -Uplift 7 Ibs n/a 4 2-Right Live Load: 40 psf Total Load Defl. L/1054(0.158") 22.8% 4 1 Dead Load: 10 psf Live Load Defl. L/1249(0.134") 38.4% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.045" 9.0% 4 2 Duration: 100 Max Defl. 0.158" 15.8% 4 1 Disclosure Span/Depth 17.6 n/a 1 The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(L/240)Total load deflection criteria. who would rely on the output as Design meets User specified(L/480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary.(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 3-1/2". above is based upon building Minimum bearing length for 131 is 5-1/4". code-accepted design properties Minimum bearing length for B2 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood Connector Manufacturer: Simpson Strong-Tie®Company.lnc. 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. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM 'BOARDTm, BOISE GLULAM-, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, - VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 3 `801SE- BC CALCO 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 11 718" VERSA-LAM@ 3100 SP File Name: Padget Childs.BCC: Level 2\13_11 Job Name: Childs Residence Description:garage door headers Address: Walnut Street Specifier: be City,State,Zip:Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 l l 3 I Standard Load-40 psf 11.0 psf Tributary 11-06-00 � :' �' �.s,�,� //:..:L`:�,�`�' Y,r- ..°�}e,..,, �,.vw,.�,L..�&,.i {., .:ALL',„ ,. '.4u.Ri. x A�,. '`�.+• �. Ak BO B1 4193 Ibs LL 4193 Ibs LL 2152 Ibs DL 2152 Ibs DL Total Horizontal Length-09-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 09-07-00 Live 40 psf 11-06-00 100% Member Type: Floor Beam Dead 10 psf 11-06-00 90% Number of Spans: 1 1 dormer wall Unf. Lin. Left 00-00-00 09-07-00 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 ceiling Unf.Area Left 00-00-00 09-07-00 Live 10 psf 07-00-00 100% Dead 10 psf 07-00-00 90% Slope: 0/12 3 roof Unf.Area Leff 00-00-00 09-07-00 Live 30 psf 11-06-00 115% Tributary: 11-06-00 Dead 15 psf 11-06-00 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 15202 ft-Ibs 62.1% 115% 3 1 -Internal Dead Load: . 10 psf , Neg:Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 5035 Ibs 54.5% 115% 3 1 -Left Duration' 100 Total Load Defl. U447(0.257") 53.7% 3 1 Live Load Defl. U676(0.17") 53.2% '3 1 Disclosure Max Defl: 0.257" 25.7% 3 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 2-1/8'. code-accepted design properties Minimum bearing length for B1 is 2-1/8". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if you have any questions,please call Connectors are: 16d Sinker Nails (800)232-0788 before beginning product installation. a=2" b- d BC CALCO, BC FRAMER®, BCI®, b=3 c 8C RIM BOARD-, BC OSB RIM -4 a d=12" _r BOARDTM BOISE GLULAMTM, —+-- • • VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, C /• VERSA-STRAND rm, VERSA-STUD®,ALLJOISTO and ' AJSTM are trademarks of • .Boise Cascade Corporation. Page 1 of 1 4801$E- BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: Padget Chiids.BCC: Level 2\g_22 Job Name: Childs Residence Description:2nd fl beam defining chimney(front) Address: Walnut Street Specifier: be City,State,Zip: Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley.Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-'40 psf 10 psf Tributary 02-60-00 o sa a it n yap Y ¢ i` BO B1 81 Ibs LL 81 Ibs LL 34 Ibs DL 34 Ibs DL Total Horizontal Length-02-00-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. bur. S Standard Load Unf.Area Left 00-00-00 02-00-04 Live 40 psf 02-00-00 100% Member Type: Floor Beam Dead 10 psf 02-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control.Type Value %Allowable Duration Load Case Span Location Moment 58 ft-Ibs . 0.2% 100% 2 1 -Internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 02-00-00 End Shear -18 Ibs 0.2% 100% 2 1 -Left Total Load Defl. U930864(0") n/a 2 1 Live Load Defl. U1323937(0") n/a 2 1 Max Defl. 0" " n/a 2 1 Live Load: 40 psf Dead Load: 10 psf Notes Partition toad: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection criteria. Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for B1 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Connector Manufacturer: Simpson Strong-Tie®Company Inc. evidence of suitability for a particular application. The output Connection Diagram above is based upon building Consult project,design professional of record or BOISE technical representative for connection design code-accepted design properties Member has no side loads. and analysis methods. Installation of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide a=2„ d and the applicable building codes. b=3" —1- To obtain an Installation Guide or if c=3-3/8 8 you have any questions,please call d= -3 • • • (800)232-0788 before beginning 7 product installation. C BC CALCO, BC FRAMER®, BCI®, • —I • • BC RIM,BOARD-, BC OSB RIM BOARD-, BOISE GLULAMTm, � `VERSA-LAM®,VERSA-RIM®, a • • VERSA-RIM PLUS®,- _ VERSA-STRANDM VERSA-STUD®,ALLJOISTO and --I b AJSTm are trademarks of Boise*Cascade Corporation. Page 1 of 1 's0i$E^ BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 14" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 2\6_21 Job Name: Childs Residence Description: 2nd fl beam defining chimeny(back) Address: Walnut Street Specifier: be City,State,Zip: Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 Standard Load-'40 psf 10 psf Tributary 08-66-00 ¢{� - u,�i' ' ..mx.h'e�� .k`d� �sffiw N.e A` BO B1 344 Ibs LL 344 Ibs LL 160 Ibs DL 160 Ibs DL i Total Horizontal Length-02-00-04 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur.- S Standard Load Unf.Area Left 00-00-00 02-00-04 Live 40 psf 08-06-00 100% Member Type: Floor Beam Dead 10 psf 08-06-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 ` 02-00-04 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 08-06-00 Moment 255 ft-Ibs 0.9% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% End Shear -78 Ibs 0.8% 100% 2 1 -Left Total Load Defl. U207398(0") 0.1% 2 1 Live Load: 40 psf Live Load Defl. U300975(0") 0.1% 2 1 bead Load: 10 psf Max Defl. ,, 0" n/a 2 1 'Partition Load: 0 psf Duration: 100 Notes Disclosure Design meets Code minimum(U240)Total load deflection criteria. The completeness and accuracy of Design meets Code minimum(U360)Live load deflection criteria. Design meets,arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2". evidence of suitability for a Entered/Displayed Horizontal Span Length(s) Clear Span+1/2 min.end bearing+1/2 intermediate bearing particular application. The output Connector Manufacturer: Simpson Strong-Tie®Company Inc. above is based upon building code-accepted design properties Connection Diagram . and analysis methods. Installation of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide Connectors are: 16d Sinker Nails and the applicable building codes. To obtain an Installation Guide or if a=2 i d you have any questions,please call b=3" (800)232-0788 before beginning c=3-3/8" product installation. d=12" -a —• —j I I �' BC CALC®, BC FRAMER®, BCIO, C - `BC RIM BOARDTm BC OSB RIM BOARD rm, BOISE GLULAM rm, • —I • • VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTM'; • • VERSA-STUD®,ALLJOIST®and a. AJSTm are trademarks of >~ Boise Cascade Corporation. —i b Page 1 of 1 'BOISE- BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 14" VERSA-LAM(g) 3100 SP File Name: Padget Childs.BCC: Level 2\6_20 Job Name: Childs Residence Description:2nd fl beam left of chimney Address: Walnut Street Specifier: ' be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512,NER 629 Misc: \27 Standard Load-40 psf 10 psf Tributary 01-04-00 �vrYy.1 -`.. t -'. " '2 + �'• ,. ..; Ak BO 131 953 Ibs LL 752 Ibs LL 554 Ibs DL 406 Ibs DL Total Horizontal Length-24-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 B_22 Conc. Pt. Left 03-11-00 03-11-00 Live 81 Ibs n/a 100% Left Cantilever: . No Dead 34 Ibs n/a 90% Right Cantilever: No 2 B_21 Conc. Pt. Left, 06-11-00 06-11-00 Live 344 Ibs n/a 100% Dead 160lbs n/a 90% Slope: 0/12 3 wall Unf. Lin. Left 05-00-00 06-11-00 Live 0 plf n/a 90% Tributary:. 01-04-00 Dead " 60 plf n/a 90% Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load: 40 psf Moment' 8334 ft-Ibs 28.7% 100% 2 1 -Internal Dead Load: 10 psf" Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 1413 Ibs 14.9% 100% 2 1 -Left Duration: 100 Total Load Defl. U536(0.538") 44.8% 2 1 Live Load Defl.- U839(0.343") 42.9% 2 1 Disclosure Max Defl. 0.538" 53.8% 2 1 The completeness and accuracy of the input must be verified by anyone Notes -who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a .Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length forBO is 1-1/2". code-accepted design properties Minimum bearing length for 131 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE engineered wood products must be in accordance Connection Diagram with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Concentrated loads-are not considered in side load analysis. you have any questions,please call (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. BC CALC®, BC FRAMER®, BCI®, a-2 d BC'RIM BOARD rm BC OSB RIM b=3" _L_ BOARDTm, BOISE GLULAMTm, c=3-3/8" a VERSA-LAM®,VERSA-RIM®, d=12" • —�• • VERSA-RIM PLUS®, C VERSA-STRAND TTM VERSA-STUD®,ALLJOIST®and • —1 • • AJSTm are trademarks of Boise Cascade Corporation. i a -t b Page 1 of 1 'BOISE, BC CALC® 2003 DESIGN REPORT - US Tuesday,April 26,200510:40 Double 1 3/4" x 9 .1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 1\B_26 Job Name: Childs Residence Description: 1 st fl beam at end of cantilever Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc 2 �,,�,, Standard Load-40 psf 110 psf Tributary.02-00-00Ak - M� '��; BO 131 306 Ibs LL 306 Ibs LL 285 Ibs DL 285 Ibs DL Total Horizontal Length-04-01-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 04-01-00 Live 40 psf 02-00-00 100% Member Type: Floor Beam Dead 10 psf 02-00-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 04-01-00 Live 0 plf n/a 90% Left Cantilever: , No Dead 80 plf n/a 90% Right Cantilever: No 2 shed roof Unf.Area Left 00-00-00 04-01-00 Live 35 psf 02-00-00 115% Dead 15 psf 02-00-00 90% Slope: 0/12 Tributary: 02-00-00 Controls Summary. Control Type Value %Allowable Duration Load Case Span Location Moment 603 ft-Ibs 3.8% 115% 3 1 -Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf, End Shear 362 Ibs 4.9% 115% 3 1 -Left Dead-Load: 10 psf Total Load Defl. U13545(0.004") 1.8% 3 1 Partition Load: 0 psf Live Load Defl. U26128(0.002") 1.4% 3 1 Duration: 100 Max"Defl. 0.004" 0.4% 3' 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total.load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties Connector Manufacturer. Simpson Strong-Tie®Company Inc. and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance with the current Installation Consult project design professional of record or BOISE technical representative for connection design allation Guide Member has no side loads. , and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions,please call (800)232-0788 before beginning a=2„ d } product installation. b=3„ `b_ I = BC CALC®, BC FRAMER®, BCI®, c 2-3/4'.. ad=12" BC RIM BOARD rm BC OSB RIM . BOARD rm, BOISE GLULAM rm, I VERSA-LAM®,VE RSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRANDTM' VERSA-STUD®,ALLJOISTS and AJS rm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE- BC CALCO 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAMO 3100 SP File Name: Padget Childs.BCC: Levu 1\6_24 Job Name: Childs Residence Description: 1 st fl beams either side of cantilever Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders Company:` Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: ' n 2 4 3 I Standard Load-40 psf 110 psf Tributary 01-04-00 v.. „M..<:.pF., ..,.ram. .. ,x, .. ,�;r�ad..b, .,, :•''.: ".. k 71 `Y.,, ? y€ .xmo 06-00-00 02-00-00 BO 61 400 Ibs LL 1041 Ibs LL -8 Ibs DL 794 Ibs DL Total Horizontal Length-08-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf:Area. Left 00-00-00 08-00-00 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 2 1 B 26 Conc. Pt, Right 00-00-00 00-00-00 Live 306 Ibs n/a 100% Left Cantilever: No Dead. 285 Ibs n/a 90% Right Cantilever. Yes 2 wall _ Unf. Lin. Left 06-00-00- 08-00-00 Live 0 plf n/a 90% Dead 80 plf n/a 90% Slope:, 0/12 3 shed roof . Unf.Area Left 06-00-00 08-00-00 Live 35 psf 01-04-00 115% Tributary: 01-04-00 Dead 15 psf 01-04-00 90% 4 floor Unf.Area Left 00-00-00 06-00-00 Live 40 psf 02-00-00 100% Dead 10 psf 02-00-00 90% Live Load: 40 psf Controls Summary Dead Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf. Moment 1 11534 ft-Ibs 11.3%. 100% 2 2-Left Duration: 100 Neg. Moment -1534 ft-Ibs 11.0% 100% 2 1 -Right End Shear 253 Ibs 3.4% 115% 4 1 -Left Disclosure Cont.Shear 804 Ibs 12.5% 100% 2 2-Left The completeness and accuracy of Uplift 143 Ibs n/a 5 1 -Left the input must be verified by anyone Total Load Defl. 2xL11790(0.027") 10.1% 5 2-Right Support who would rely on-the output as Live Load Defl. 2xU3258(0.015") 7.4% 5 2-Right Support evidence of suitability for a Total Neg. Defl. 0.011" 2.1% 5 1 particular application. The output Max Defl. 0.027" 2.7% 5 2-Right Support above is based upon building code-accepted design properties Cautions and analysis methods. Installation Uplift of 143 Ibs found at span 1 -Left. of BOISE engineered wood products must be in accordance Notes with the current Installation Guide Design meets Code minimum(2xU180)Total load deflection criteria for cantilever spans due to roof loads. and the applicable building codes. Design meets Code minimum(U240)Total load deflection criteria for non-cantilever spans. To obtain an Installation Guide or l Design meets Code minimum,(2xU240)Live load deflection criteria for cantilever spans due to roof loads. you have any questions,please.call Design meets Code minimum(U360)Live load deflection criteria for non-cantilever spans. product 32 stall before beginning Design meets arbitrary(1")Maximum load deflection criteria. product installation. Minimum bearing length for BO is 1-1/2". BGCALC® BC FRAMER®, BCI®, Minimum bearing length for B1 is 3". BC RIM BO,BC BC OSB RIM Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing BOARD-, BOISE GLULAM-, Connector Manufacturer: Simpson Strong-Tie®Company Inc. VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 2 'nois - BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: Padget Childs.BCC: Level 1\B_24 Job Name: Childs Residence Description: 1 st fl beams either side of cantilever Address: Walnut Street Specifier: be City,State,Zip: Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" b d b=3" _ c=2-3/4" a d=12" —+ — C I s0I$Ery BC CALCO"2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM@) 3100 SID File Name: Padget Childs.BCC: Level 1\B_27 Job Name: Childs Residence Description: Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: '�17 �z7 Standard Load-40 psf 1 10 psf Tributary 01-04-06 r fRNS l✓, Sii ,:3 k'W �m' ,� �+a..F-0 of �y 3yy�`. BO 61 724 Ibs LL 729 Ibs LL 131 Ibs DL 131 Ibs DL ' Total Horizontal Length-12-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area . Left 00-00-00 - 12-03-00 live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 B_24 Conc. Pt. Left 04-00-00 04-00-00 Live 400 Ibs n/a 100% Left Cantilever: . No Dead -8 Ibs n/a 90% Right Cantilever: No 2 B 25 Conc. Pt. Left 08-04-00 08-04-00 Live 400 Ibs n/a 100% - Dead -8lbs n/a 90%: Slope: 0/12 Tributary: 01-04-00 Controls Summary Control Type Value %Allowable Duration Load Case -Span Location Moment 2978 ft-Ibs 21.3% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 800 Ibs 12.4% '100% 2 1 -Right Dead Load: 10 psf Total Load Defl. U899(0.164") 26.7% 2 1 Partition Load: 0 psf Live Load Defl. U1033(0.142") 34.9% 2 1 Duration: 100 Max Defl. 0.164" 16.4% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a, Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 1-1/2". ,above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions, please call (800)232-0788 before beginning a=2„ i d product installation. b=3„ b c=2-3/4" -.— BC CALCO, BC`FRAMERG,BCIO, a BC'RIM BOARD ,TM BC OSB RIM d= 12" - • -T-� • BOARD'"', BOISE GLULAMTM, VERSA=LAM®,VERSA-RIM®„ C VERSA-RIM PLUS®, VERSA-STRANDTM VERSA-STUD®,ALLJOISTO and" • - • AJS'rm are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE, BC CALL®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 1\B_2 Job Name: Childs Residence Description: 1 st fl beam at nook Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 7 Standard Load-40 psf 110 psf Tributary 09-03-o0 FFTg x 05-06-00 05-06-00 BO 131 B2 890 Ibs LL 3097 Ibs LL 1131 Ibs LL 207 Ibs DL 833 Ibs DL 263 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial,- ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.-Area Left 00-00-00 11-00-00 Live 40 psf 09-03-00 100% Member Type: Floor Beam Dead 10 psf 09-03-00 90% Number of Spans: 2 1 B_27 Conc. Pt. Left 07-10-04 07-10-04 Live 724 Ibs n/a 100% Left Cantilever: No Dead 131 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration • Load Case Span Location Tributary: 09-03-00 Moment 2254 ft-Ibs 10.8% 100% 2 2-Left Neg.Moment -2254 ft-Ibs 10.8% 100% 2 1 -Right End Shear 1016 Ibs 10.5% 100% 5 2-Right Cont.Shear 1832 Ibs 19.0% 100% 2 2-Left Live toad: 40 psf Total Load Defl. U5054(0.013") 4.7% 5 2 Dead Load: 10 psf Live Load Defl. U5935(0.011") 6.1% 5 2 Partition Load: 0 psf Total Neg. Defl. 0.004" 0.8% 5 1 Duration: 100 Max Defl. 0.013" 1.3% 5 2 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 3". above is based upon building Minimum bearing length for B2 is 1-1/2 code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance Consult project design professional of record or BOISE technical representative for connection design with the current Installation Guide Nailing schedule applies to both sides of the member. and the applicable building codes. Member has no side loads: To obtain an Installation Guide or if you have any questions,please call Concentrated loads are not considered in side load analysis. (800)232-0788 before beginning Connectors are: 16d Sinker Nails product installation. ' BC,CALC®,.BC FRAMER®, BCIO, b=3" d— I BC RIM BOARD-, BC OSB RIM c=2-3/4" BOARD-, BOISE GLULAMTM, a' VERSA-LAM®,VERSA-RIMS, e_12" _L • o T• o • � VERSA-RIM PLUS®, VERSA-STRANDTM, C VERSA-STUD®,ALLJOISTO and AJSTM are trademarks of Boise Cascade Corporation. — • �• e i ° ° Page 1 of 1 s0I$E^ BC CALCO 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM@) 3100 SP File Name: Padget Childs.BCC: Level 1\B_17 Job Name: Childs Residence Description: 1 st fl beam stair header Address: Walnut Street Specifier: be City,State,Zip: Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Standard Load-40 psf 110 psf Tributary 07-00-00 ," <i.<. L. F, 1r -:•'..., aft t§. t<.v'',.au nrz ,3'� ,4 '.fi Ak BO 131 472 Ibs LL 472 Ibs LL 134 Ibs DL 134 Ibs DL Total Horizontal Length-03-04-08 ,General'Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 03-04-08 Live 40 psf 07-00-00 100%Member Type:' Floor Beam Dead 10 psf 07-00-00 90% Number of Spans: 1 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case Span Location Moment 512 ft-Ibs 3.7% 100% 2 1 -internal Slope: 0/12 Neg. Moment 0 ft-Ibs n/a 100% Tributary: 07-00-00 End Shear 322 Ibs 5.0% 100% 2 1 -Left Total Load Defl. U19319(0.002") 1.2% 2 1 Live Load Defl. U24796(0.002") 1.5% 2 1 Max Defl. 0.002" 0.2% 2. 1 Live Load: 40 psf Dead Load:, 10psf Notes Partition Load: 0 psf Design meets Code minimum(U240)Total load deflection criteria. Duration: 100 Design meets Code minimum(U360)Live load deflection.criteria. . Disclosure Design meets arbitrary(1")Maximum load deflection criteria. Minimum bearing length for BO is 1-1/2". The completeness and accuracy of Minimum bearing length for 131 is 1-1/2". the input must be verified by anyone Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing who would rely on the output as Connector Manufacturer: Simpson Strong-Tie®Company Inc. evidence of suitability for a particular application. The output Connection Diagram above is based upon building code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Member has no side loads. of BOISE engineered wood Connectors are: 16d Sinker Nails products must be in accordance with the current Installation Guide a=2„ } d and the applicable building codes. b=3„ To obtain an Installation Guide or if c=2-3/4" a you have any questions,please call d=12" + i -- •, (800)232-0788 before beginning product installation. C BC CALC®,`BC FRAMER®, BCI®, 'BC'RIM BOARDTTM BC OSB RIM BOARD1m BOISE GLULAM rm, _ VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. i i Page 1 of 1 ' BOISE" BC CALC® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 1\B_15 Job Name: Childs Residence Description: 1 st fl beam left of stair Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 17 (Standard Load-40 psf 110 psf Tributary 01-04-001 f 3 � �T i p 5 k/ •L _F£ ,fy k 5K �,F 5 r„. A ..�., �+`�� :',� tea. <T� BO 61 498 Ibs LL 734 Ibs LL 585 Ibs DL 473 Ibs DL Total Horizontal Length-14-03-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value. Trib. Dur. S Standard Load Unf.Area Left 00-00-00 14-03-00 Live 40 psf, 01-04-00 -100% Member Type: Floor Beam. Dead 10 psf 01-04-00 90% Number of Spans: 1 1 • B_17 Conc: Pt. Left 10-08-02 10-08-02 Live 472 Ibs n/a 100% Left Cantilever: No Dead 134 Ibs n/a 90% Right Cantilever: No 2 wall Unf. Lin. Left 00-00-00 10-00-00 Live 0 plf n/a 90% Dead 60 plf n/a 90% Slope: 0/12 Tributary:' 01-04-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 4312 ft-Ibs 30.9% 100% 2 1.-Internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1146 Ibs 17.8% 100% 2 1 -Right' Dead Load: 10 psf, Total Load Defl. ' U539(0.317") 44:5% 2 1 Partition Load: 0 psf Live Load Defl. U1025(0.167") 35.1% 2 1 Duration: 100 Max Defl. 0.317" 31.7% 2 1 .Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary,(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 61 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood Consult project design professional of record or BOISE technical representative for connection design products must be in accordance Member has no side loads. with the current Installation Guide Concentrated loads are not considered in side load analysis. and the applicable building codes. To obtain an installation Guide or if Connectors are: 16d Sinker Nails you have any questions, please call (800)232-0788 before beginning a=2„ d product installation. b=3„ b BC CALC®, BC FRAMER®, BCI®, c=2-3/4 a BC RIM'BOARDT"' BC OSB RIM d-12" -+ -�• • BOARD-, BOISE GLULAM-, VERSA-LAM®,,VERSA-RIM®, C VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and • • AJS7m are trademarks of Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALL®2003 DESIGN REPORT US Tuesday,April 26,2005 10:40 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: -Padget Childs.BCC: Level 1\B_1 Job Name: Childs Residence Description: 1 st fl beam under front walk Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: n Standard Load-40 psf 110 psf Tributary 08-03-00 rcr a .t `Y'°' Nrr r � '.' 'p�S'y ..& Fz.x � b t .:{aka . " �k?; �3�« :,, r a,'.a ^. . t• BO 131 1679 Ibs LL 1695 Ibs LL 618 Ibs DL 628 Ibs DL Total Horizontal Length-08-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 08-00-00 Live : 40 psf 08-03-00 100% Member Type: Floor Beam Dead 10 psf '08-03-00 90% Number of Spans: 1 1 B_15 Conc. Pt. Left 04-01-00 04-01-00 Live 734 Ibs n/a 100% Left Cantilever: No Dead 473 Ibs n/a 90% Right Cantilever: No Controls Summary Slope: 0/12 Control Type Value %Allowable Duration Load Case Span Location Tributary: 08-03-00 Moment 5823 ft-Ibs 27.8% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% End Shear 1985 Ibs 20.6% 100% 2. 1 -Right Total Load Defl. L/1170(0.082") 20.5% 2 1 Live Load: 40 psf Live Load Defl. L/1639(0.059") 22.0% 2 1 Dead Load: 10 psf Max Defl. 0.082" 8.2% 2 1 Partition Load: 0 psf Duration: 100 Notes Disclosure . Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. The completeness and accuracy of Design meets arbitrary(1")Maximum load deflection criteria. the input must be verified by anyone Minimum bearing length for BO is 1-1/2". who would rely on the output as Minimum bearing length for B1 is 1-1/2 evidence of suitability for a Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 mina end bearing+1/2 intermediate bearing particular application. The output above is based upon building Connection Diagram code-accepted design properties Consult project design professional of record or BOISE technical representative for connection design and analysis methods. Installation Nailing schedule applies to both sides of the member. of BOISE engineered wood Member has no side loads. with the currentrent Installation Guide products m in accordance Concentrated loads are not considered in side load analysis.- - and the applicable building codes. Connectors are: 16d Sinker Nails To obtain an Installation Guide or if you have any questions,please call a=2" d l (800)232-0788 before beginning b=3" product installation. c=2-3/4" a BC CALC®, BC FRAMERS, BCI®, e=32, • o --• o • BC RIM BOARD rm, BC OSB RIM _,,BOAR[)—, BOISE GLULAM-, C VERSA-CAM®;VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND-, i • • VERSA-STUD®,ALLJOISTO and e o 0 AJSTm are trademarks of X /// Boise Cascade Corporation. b Page 1 of 1 i BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Single 9 1/2;' AJSTm 20 MSR File Name: Padget Childs.BCC: Level 2\J_06 Job Name: Childs Residence Description: 2nd fl joist Master bed thru bath Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ISR-1144 Misc: 2 . 1 Standard.Load-40 psf 110 psf OC Spacing 16" t'iIN 14-00-00 12-00-00 BO, 1-1/2" B1,3-1/2" B2, 1-1/2" 323 Ibs LL 1165 Ibs LL 360 Ibs LL 55 Ibs DL 433 Ibs DL 112 Ibs DL Total Horizontal Length-26-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 26-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 1 wall Conc. Lin. Right 08-04-00 08-04-00 Live 0 plf 16" 90% Left Cantilever: No Dead 60 plf 16" 90% Right Cantilever: No 2 attic Conc. Lin. Right. '08-04-00 08-04-00 Live 260 plf 16" 100% Dead 130 plf 16" 90% Slope: 0/12 OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Moment 2031 ft-Ibs 59.8% 100% 2 2-Left Neg. Moment -2031 ft-Ibs 59.8% 100% 2 1 -Right Live Load: 40 psf End Reaction 473 Ibs 41.3% 100% 5 2-Right Dead Load: 10 psf Int.Reaction 1598 Ibs 54.5% 100% 2 2-Left Partition Load: 0 psf ConL-Shear 986 Ibs 85.0% 100% 2 2-Left Duration: 100 Uplift' 1 Ibs n/a 5 1 -Left Total'Load Defl. U762(0.189") 31.5% 5 2 Disclosure Live.Load Defl. U1044(0.138") 46.0% 5 2 The completeness and accuracy,of Total-Neg. Defl. -0.08" 16.1% 5 1 the input must be verified by anyone Max Defl. 0.189" 18.9% 5 2 who would rely on the output as Span/Depth 17.7 n/a. 1 evidence of suitability for a particular application. The output Notes above is based upon building Design meets Code minimum(U240)Total load deflection criteria. code-accepted design properties Design meets User specified(U480)Live load deflection criteria. and analysis methods. Installation. Design meets arbitrary(1")Maximum load deflection criteria. of BOISE engineered wood Minimum bearing length for BO is 1-1/2". products must be in accordance Minimum bearing length for 61 is 3-1/2". with the current Installation Guide Minimum bearing length for B2 is 1-1/2". and the applicable building codes. Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing To obtain an Installation Guide or if you have any questions,please call (800)232-0788 before beginning product installation. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDTm, BC OSB RIM BOARDTM'., BOISE GLULAMTm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 BO�SE" . Single 9 1/2" AJSTm 20 MSR File Name: Padget Childs.BCC: Level 2\J_24 Job Name: Childs Residence Description:2nd fl joist bed#1 &#2 Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ISR-1144 Misc: Standard Load-40 psf 110 psf OC Spacing 16" AL �: 7c. r-:'^ ,_ :x•, __,.�..,c...,'r, r' .-f,'" szx..ar3o,<�,.a�,.a.�...iZic,L�„�,"8�.,.<rtt.�.� '" 13-10-14 Ak 11-10-14 60, 1-1/2" 61,5-1/4" B2, 1-1/2" 321 Ibs'LL 864 Ibs LL 281 Ibs LL •72 Ibs DIL 216 Ibs DIL 56 Ibs DL Total Horizontal Length-25-09-12 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 25-09-12 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 2 Left Cantilever: No Controls Summary Right Cantilever: No Control Type Value %Allowable Duration Load Case, Span Location Moment 1415 ft-Ibs 41.6% 100% 2 2-Left Slope: 0/12 Neg.Moment -1413 ft-Ibs 41.6% 100% 2 1 -Right OC Spacing: 16" , End Reaction 393 Ibs 34.4% 100% 4 1 -Left Repetitive: `Yes Int. Reaction 1081 Ibs 36.9% 100% 2 1 -Right Construction Type:Glued Cone Shear 565 Ibs 48.7% 100% 2 1 -Right Uplift_ 3 Ibs• n/a 4 2-Right Live Load: 40 psf Total Load Defl. U1052(0.159") 22.8% 4 1 Dead Load: 10 psf Live Load Defl. U1243(0.134") 38.6% 4 1 Partition Load: 0 psf Total Neg. Defl. -0.046" 9.1% 4 2 Duration: 100 Max Defl. 0.159" 15.9% 4 1 Disclosure Span/Depth 17.6 n/a 1 The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(U240)Total load deflection criteria. who would rely on the output as Design meets User specified(U480)Live load deflection criteria. evidence of suitability for a Design meets arbitrary(1")Maximum load deflection criteria. particular.application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for B1.is 5-1/4". code-accepted design properties Minimum bearing length for B2 is 1-1/2". and analysis methods. Installation Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing of BOISE 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. BC CALCO, BC FRAMER®, BCI®, BC RIM BOARD rm, BC OSB RIM BOARDTm BOISE GLULAM rm, VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND'rm, VERSA-STUD®,ALLJOIST®and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 ' BOISE, BC CALC® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Single 9 1/2" AJSTm 20 MSR File Name: Padget Childs.BCC: Level 2\J_12a Job Name: Childs Residence Description: 2nd fl joist mid back Address: Walnut Street Specifier: be City,State,Zip:Marston Mills,MA Designer: Customer: Padget Builders 'Company: Shepley Wood Products Code reports: ISR-1144 Misc: 2 1 Standard Load-40 psf 110 psf OC Spacing 16" AL BO, 1-1/2" B1,1-1/2" 426 Ibs LL 561 Ibs LL 166 Ibs DIL 274 Ibs DL Total Horizontal Length-12-00-00 General Data Load Summary, Version: US Imperial ID Description' Load Type Ref: Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 12-00-00 Live 40 psf 16" 100% Member Type: Joist Dead 10 psf 16" 90% Number of Spans: 1- 1 wall Conc. Lin. Left 08-04-00 08-04-00 Live 0 plf 16 90% Left Cantilever: No Dead 80 plf 16" 90% Right Cantilever: No 2 attic , Conc. Lin. Left 08-04-00 08-04-00 Live 260 plf 16" 100% Dead 130 plf 16" 90% Slope: 0/12 ' OC Spacing: 16" Controls Summary Repetitive: Yes Control Type Value %Allowable Duration Load Case Span Location Construction Type:Glued Moment 2614 ft-Ibs . 77.0% 100% 2 1 -internal Neg. Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Reaction 835 Ibs 73.0% 100% 2 1 -Right Dead Load: 10 psf Total Load Defl. U501 (0.287") 47.9% 2 1 Partition Load: 0 psf Live Load Defl. U747(0.193") 64.3% 2 1 Duration: 100 Max Defl. 0.287" 28.7% 2 1 Span/Depth 15.2 n/a 1 Disclosure The completeness and accuracy of Notes the input must be verified by anyone Design meets Code minimum(L/240)Total load deflection criteria. who would rely on the output as Design meets User specified(U480)Live load deflection criteria. evidence of suitability fora Design meets arbitrary(1")Maximum load deflection criteria. particular application. The output Minimum bearing length for BO is 1-1/2". above is based upon building Minimum bearing length for 61 is 1-1/2". code-accepted design properties Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing and analysis methods. Installation Connector Manufacturer: Simpson Strong-Tie®Company Inc. of BOISE 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. BC CALC®;,BC,FRAMER®, BCI®, BC RIM BOARDTm BC,OSB RIM BOARDTml BOISE GLULAMTm, 'VERSA-LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRANDTm, ' VERSA-STUDS,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Single 14" BCI® 900s SP File Name: Padget Childs.BCC: Level 2\J_08 Job Name: Childs Residence Description:garage joist under dormer wall Address: Walnut Street Specifier: be. City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: NER 594, ICBO 5208 Misc: 3 . 2 1 Standard Load-30 psf 110 psf OC Spacing 16" .8 t •:v+ -5. 4 L BO, 1-3/4" B1, 1-3/4" 828 Ibs LL 530 Ibs LL 427 Ibs DL 198 Ibs DL Total Horizontal Length-24-00-00 General Data " Load Summary Version: US Imperial, ID Description Load Type Ref. Start End Type Value OCS Dur. S Standard Load Unf.Area Left 00-00-00 24-00-00 Live 30 psf 16" 100% Member Type: Joist` Dead 10 psf 16" 90% Number of Spans: 1 1 wall. Conc. Lin. Left 03-00-00 03-00-00 Live 0 plf 16" 90% Left Cantilever: No Dead 80 plf 16" 90% Right Cantilever: No 2 attic Conc. Lin. Left 03-00-00 03-00-00 Live 140 plf 16" 100% Dead 70 plf •'16" 90% Slope: : 0/12 3 roof Conc..Lin. Left 03-00-00 03-00-00 Live 158 plf 16" 115% OC Spacing: 16" Dead 79 plf 16" 90% Repetitive: Yes Construction Type-,Glued Controls Summary Control Type Value %Allowable Duration Load Case Span Location Live Load:.« 30 psf Moment 4613 ft-Ibs 44.4% 100% 2 1 -Internal Dead Load: 10 psf Neg. Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Reaction 1255 Ibs 75.3% 115% 3 1 -Left Duration: 100 Total Load Defl: U502(0.574") 47.8% 3 1 Live Load Defl. U712(0.404") 67.4% 3 1 Disclosure Max Defl 0.574" 57.4% 3 1 The completeness and accuracy of Span/Depth 20.6 n/a 1 the input must be verified by anyone who would rely on the output as Notes evidence of suitability for a Design meets Code minimum(U240)Total load deflection criteria. particular application. The output Design meets User specified(U480)Live load deflection criteria. above is based upon building Design meets arbitrary(1")Maximum load deflection criteria. code-accepted design properties. Minimum bearing length for BO is 1-3/4". and analysis methods. Installation Minimum bearing length for 131 is 1-3/4". of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing 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. BC CALC®, BC FRAMER®, BCI®, BC RIM BOARDIm, BC OSB RIM BOARDTm,BOISE GLULAM-rm, VERSA=LAM®,VERSA-RIM®, VERSA-RIM PLUS®, VERSA-STRAND rm, VERSA-STUD®,ALLJOISTO and AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 2\631 Job Name: Childs Residence Description: 2nd fl beam defining foyer/stair_front Address: Walnut Street Specifier: be City,State,Zip:Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 77 3 �A 2, Standard Load-40 psf 1.10 psf Tributary 01-04-00 rs".,.�.,s'�s: '",:-��,.Sx„�'.,..�',n,,c,�.a2-.-, ,.s, "��aY...re�`,".,+;s .", '•°�,y,. ,- .,�;� _•�;. x,� •� - t BO B1 2653 lbs LL 2653 Ibs LL 1616 Ibs DL 1616 Ibs DL Total Horizontal Length-07-11-08 General Data Load Summary, Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 07-11-08 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 07-11-08 Live 0 plf n/a 90% Left Cantilever: No Dead 80 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 07-11-08 Live 20 psf 08-10-00 100% Dead 10 psf 08-10-00 90% Slope: 0/12 3 Roof Unf.Area Left 00-00-00 07-11-08 Live 30 psf 13-00-00 115% Tributary: 01-04-00 Dead 15 psf 13-00-00 90% 4 shed roof Unf.Area Left 00-00-00 07-11-08 Live 35 psf 01-04-00 115% Dead 15 psf 01-04-00 90% Live Load: 40 psf Controls Summary Dead'Load: 10 psf Control Type Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 8492 ft-Ibs 52.9% 115% 3 1 -Internal Duration: 100 Neg. Moment 0 ft-Ibs n/a 100% End Shear 3419 Ibs 46.3% 115% 3 1 -Left Disclosure Total Load Defl: U493(0.194") 48.7% 3 1 The completeness and accuracy of Live Load Defl. U794(0.12") 45.4% 3 1 the input must be verified by anyone Max Defl. 0.194" 19.4%-- 3 4 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 1-1/2'! _ of BOISE engineered wood Minimum bearing length for 131 is 1-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the"applicable building codes. Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Member has no side loads.. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails BC'CALC®, BC FRAMER®, BCI®, a=2„ , d BC•RIM'BOARDTm BC OSB RIM, . b .BOARD-,,BOISE GLULAM-, b=3" VERSA-LAM®,VERSA-RIM®, c=2-3/4" a VERSA-RIM PLUS®,. d=12 —� �• • VERSA-STRANDTM', VERSA-STUD®,ALLJOISTO and C AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 i 840$E BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM(g) 3100 SP File Name: Padget Childs.BCC: Level 2\6_30A Job Name: Childs Residence Description: 2nd fl beam defining stair(mid) Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 3 Standlard Load-40 psf 110 psf Tributary 06-00-00 klivyp 7$ * n, S,:f L •:�' J Yj �i '> ".� f T � •b h YL S "',�'y ,,`' .�+. �,v. BO B1. 2182 Ibs LL 2595 Ibs LL 1074 Ibs DL 1178 Ibs DL Total Horizontal Length-07-10-08 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 07-10-08 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 stair Unf.Area Right -00-00-00 04-00-00 Live 40 psf 05-03-00 100% Left Cantilever: No Dead 10 psf 05-03-00 90% Right Cantilever: No 2 2nd fl wall Unf. Lin. Left 00-00-00 07-10-08 Live 0 plf' n/a 90% Dead 60 plf n/a 90% Slope: 0/12 3 attic Unf.Area Left 00-00-00 07-10-08 Live 20 psf 13-00-00 100% Tributary:. 06-00-00 Dead 1O'psf 13-00-00 90% Controls Summary Control Type Value. %Allowable Duration Load Case Span Location Live Load: 40 psf Moment 6966 ft-Ibs 49.9% 100% 2 1 -Internal Dead Load: 10 psf Neg.Moment 0 ft-Ibs n/a 100% Partition Load: 0 psf End Shear 2964 Ibs 46.1% 100% 2 1 -Right Duration: 100 Total Load Defl: U611,(0.155") 39.3% 2 1 Live Load Defl. U899(0.105") 40.1% 2 1 Disclosure Max Defl. 0.155 15.5%, 2 1 The completeness and accuracy of the input must be verified by anyone Notes who would rely on the output as Design meets Code minimum(U240)Total load deflection criteria. evidence of suitability for a Design meets Code minimum(U360)Live load deflection criteria. particular application. The output Design meets arbitrary(1")Maximum load deflection criteria. above is based upon building Minimum bearing length for BO is 1-1/2". code-accepted design properties Minimum bearing length for 61 is 1-1/2". and analysis methods. Installation of BOISE engineered wood Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing products must be in accordance Connection Diagram with the current Installation Guide and the applicable building codes. Consult project design professional of record or BOISE technical representative for connection design To obtain an Installation Guide or if Member has no side loads. you have any questions,please call Connectors are: 16d Sinker Nails (800)232-0788 before beginning product installation. a=2" -b.- d BC CALC®, BC FRAMER®, BCI®, b=3" BC RIM BOARD- BC OSB RIM c=2-3/4 a BOARD- BOISE GLULAM-, d= 12" VERSA-LAM@,VERSA-RI MO, VERSA-RIM PLUS®, C VERSA=STRANDT"i, VERSA-STUD®,ALLJOIST®and AJST" are trademarks of \ - Boise Cascade Corporation. Page 1 of 1 BOISE' BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 9 1/2" VERSA-LAM® 3100 SO File Name: Padget Childs.BCC: Level 2\13_28A Job Name: Childs Residence Description: 2nd fl beam defining stair(left) Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: i 1 i I I Standard Load-40 psf 110 psf��• pTributary 01-30y44p-00 . "Y'�c.' Z '01,��'Xs•;. ? r°I �� ,:m, " BO B1 543 Ibs LL 543 Ibs LL 651 Ibs DL 651 Ibs DL Total Horizontal Length-13-06-12 General Data Load Summary Version: US Imperial ID Description Load Type. Ref. Start End Type Value Trib., Dur. S Standard Load Unf.Area Left 00-00-00 13-06-12 Live 40 psf 01-04-00 100% Member Type: Floor Beam Dead 10 psf 01-04-00 90% Number of Spans: 1 1 wall Unf.Lin. Left 00-00-00 13-06-12 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 13-06-12 Live 20 psf 01-04-00 100% Dead 10 psf 01-04-00 90% Slope: 0/12 Tributary: 01-04-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 4047 ft-Ibs 29.0% 100% 2 1 -Internal Neg.Moment 0 ft-Ibs n/a 100% Live Load: 40 psf End Shear 1054 Ibs 16.4% 100% 2 1*-Left Dead Load: 10 psf Total Load Defl. U607(0.268") 39.5% 2 1 Partition Load: 0 psf Live Load Defl. U1336(0.122") 26.9% 2 1 Duration: 100 Max Defl. 0.268" 26.8% 2 1 ,Disclosure Notes The completeness and accuracy of Design meets Code minimum(0240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2".' particular application. The output Minimum bearing length for B1 is 1-1/2". above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties Connector Manufacturer: Simpson Strong-Tie®Company Inc. and analysis methods. Installation of BOISE engineered wood Connection Diagram products must be in accordance with the current Installation Guide Consult project design professional of record or BOISE technical representative for connection design,and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions,please call. • (800)232-0788 before beginning a=2, d product installation. b=3 -b- -,— _BC CALCO, BC.FRAMER®, BCI®, c=2-3/4" 'a' ,`BC RIM BOARD rm BC OSB.RIM d= 12" • • • ' ,BOARD . , BOISE GLULAMTM', I :`.VERSA-LAM®,VERSA-RIM®, C -.VERSA-RIM PLUS®,? " VERSA-STRANDTM' VERSA-STUD®,ALLJOISTO and • • AJS rm are trademarks of Boise,Cascade Corporation. Page 1 of 1 801$E- BC CALC®2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Double 1 3/4" x 11 7/8" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 2\6_12 Job'Name: Childs Residence Description: 2nd fl beam over Nook/Family rms Address: Walnut Street Specifier: be City,State,Zip: Marston Mills,MA Designer: Customer: Padget Builders, Company: Shepley Wood Products Code reports:• ICBO 5512, NER 629 Misc: 4 I 3 2 I Standard Load-40 psf 1 110 psf Tributary 06-00-00 z'?y ,G.•a�,.�,.rr_e .,a�.Jr�,s":`5 ?sFt BO 131 4751 Ibs LL 4751 Ibs LL 2505 Ibs DIL 2505 Ibs DL Total Horizontal Length-11-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 '11-00-00 Live 40 psf 06-00-00 100% Member Type: Floor Beam Dead 10 psf 06-00-00 90% Number of Spans: 1 1 wall Unf. Lin. Left 00-00-00 11-00-00 Live O plf n/a 90% Left Cantilever: No Dead 80 plf . n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 11-00-00 Live 20 psf 06-00-00 100% Dead 10 psf 06-00-00 90% Slope: 0/12 3 Roof Main Unf.Area Left 00-00-00 11-00-00 Live 30 psf 13-00-00 115% Tributary: 06-00-00 Dead 15 psf 13-00-00 90% -4, Shed roof Unf.Area Left 00-00-00 11-00-00 Live 35 psf 03-03-00 115% Dead 15 psf 03-03-00 .90% Live Load: 46 psf Controls Summary Dead Load: 10 psf Control Type, Value %Allowable Duration Load Case Span Location Partition Load: 0 psf Moment 19953 ft-Ibs 81.6% 115% 3 1 -Internal Duration: 100 Neg.Moment O ft-Ibs • n/a 100% End Shear 5950 Ibs 64.4% 115% 3 1 -Left Disclosure Total Load Defl. U297(0.445") 80.9% 3 1 The completeness and accuracy of Live Load Defl. . U453(0.291") 79.4% 3 1 the input must be verified by anyone Max Defl. 0.445" 44.5% 3 1 who would rely on the output as evidence of suitability for a Notes particular application. The output Design meets Code minimum(U240)Total load deflection criteria. above is based upon building Design meets Code minimum(U360)Live load deflection criteria. code-accepted design properties Design meets arbitrary(1")Maximum load deflection criteria. and analysis methods. Installation Minimum bearing length for BO is 2-1/2". of BOISE engineered wood Minimum bearing length for B1 is 2-1/2". products must be in accordance Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing with the current Installation Guide and the applicable building codes. 'Connection Diagram To obtain an Installation Guide or if Consult project design professional of record or BOISE technical representative for connection design you have any questions,please call Member has no side loads. (800)232-0788 before beginning product installation. Connectors are: 16d Sinker Nails BC CALCO, BC FRAMER®, BCI®, 2" d BC'RIM BOARD- BC OSB RIM a= b_ ?: BOARD?"', BOISE GLULAMTM+ b=3" b=4' .' a VERSA-CAM@,.VERSA-RIM®, d= 12' - -_• • VERSA-RIM PLUS®, 1 `VERSA-STRAND- VERSA-STUD®,ALLJOISTO and C Zx AJSTm are trademarks of Boise Cascade Corporation. Page 1 of 1 } BOISE- BC CALCO 2003 DESIGN REPORT - US Tuesday,April 26,200510:40 Triple 1 3/4" x 9 1/2" VERSA-LAM@ 3100 SP File Name: Padget Childs.BCC: Level 2\13_13 Job Name: Childs Residence Description:2nd fl beam over family/living rms Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: ` Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 1 I Al 2 Standard Load-40 psf 110 psf Tributary 13-00-00 n•f ° a. y ,4i M.., BO B1 4128 Ibs LL 4128 Ibs LL 1768 Ibs DL 1768 Ibs DL Total Horizontal Length-10-07-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 10-07-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans, 1 1 wall Unf. Lin. Left 00-00-00 10-07-00 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 attic Unf.Area Left 00-00-00 10-07-00 Live 20 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 Tributary: 13-00-00 Controls Summary Control Type Value %Allowable Duration Load Case Span Location Moment 15597 ft-Ibs 74.5% 100% 2 1 -Internal Neg. Moment 0 ft-Ibs n/a 100%_ Live Load: 40 psf End Shear 5013 Ibs 52.0% 100% 2 1 -Left Dead Load: 10 psf Total Load Defl. U303(0.419") 79.2% 2 1 Partition Load: 0 psf Live Load Defl. U433(0.29Y) 83.2% 2 1 Duration: 100 Max Defl. 0.419,, 41.9% 2 1 Disclosure Notes The completeness and accuracy of Design meets Code minimum(U240)Total load deflection criteria. the input must be verified by anyone Design meets Code minimum(U360)Live load deflection criteria. who would rely on the output as Design meets arbitrary(1")Maximum load deflection criteria. evidence of suitability for a Minimum bearing length for BO is 1-1/2". particular application. The output Minimum bearing length for 131 is 1-1/2 above is based upon building Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing code-accepted design properties and analysis methods. Installation Connection Diagram of BOISE engineered wood 11 Consult project design professional of record or BOISE technical representative for connection design products must be in accordance with the current Installation Guide Nailing schedule applies to both sides of the member. and the applicable building codes. Member has no side loads. To obtain an Installation Guide or if Connectors are: 16d Sinker Nails you have any questions,please call (800)232-0788 before beginning a=2, d product installation. b=3" _ BC CALCO BC FRAMER®, BCI®, c=2-3/4" a `BC RIM BOARDT"' BC OSB RIM e_32 •. O —r-• o • \ 'BOARD-, BOISE GLULAM-, VERSA=LAM®,VERSA-RIM®, C :`VERSA-RIM PLUS®, I VERSA-STRANDTM' • —1 • VERSA-STUD®,ALLJOISTO and —i AJSTm are trademarks of @ o 0 .Boise Cascade Corporation. —! -� b - Page 1 of 1 y 1 BOISE, BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 1\B_3 Job Name: Childs Residence Description: main basement carring girt Address: Walnut Street Specifier: be City,State,Zip:Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 2 3 7 1111 I s -17 4 8 TIT_ 2 6 Standard Load-40 psf 110 psf Tributary 13-00-00 '"' ''� e �¢2m�, t i e . ." _ `,� t '?#y.? ., t� �;, .. x 07-03-00 07-03-00 07-03-00 07-01-00 07-02-00 BO B1 B2 B3 B4 B5 4215 lbs LL 11374 lbs LL 13441 lbs LL 15610 lbs LL 7924 lbs LL 5752 lbs LL 1486 Ibs DL 4381 lbs DL 5345 lbs DL 6194 lbs DL 2516 lbs DL 2122 lbs DL Total Horizontal Length-36-00-00 General Data Load Summary Version: US Imperial ID Description Load Type Ref. Start End Type Value Trib. Dur. S Standard Load Unf.Area Left 00-00-00 36-00-00 Live 40 psf 13-00-00 100% Member Type: Floor Beam Dead 10 psf 13-00-00 90% Number of Spans: 5 1 wall 1st fl Unf. Lin. Left 00-00-00 23-10-04 Live 0 plf n/a 90% Left Cantilever: No Dead 60 plf n/a 90% Right Cantilever: No 2 2nd fl Unf.Area Left 00-00-00 23-10-04 Live 40 psf 13-00-00 100% Dead 10 psf 13-00-00 90% Slope: 0/12 3 2nd fl wall Unf. Lin. Left 00-00-00 23-10-04 Live 0 plf n/a 90% Tributary: 13-00-00 Dead 60 plf n/a 90% 4 attic Unf.Area Left 00-00-00 23-10-04 Live 20 psf 13-00-00 100% Dead 10.psf 13-00-00 90% 5 1 st fl wall Unf.Lin. Left 34-01-12 36-00-00 Live 0 plf n/a 90% Live Load: 40 psf Dead 60 plf n/a 90% Dead Load: 10 psf 6 2nd fl Unf.Area Left 34-01-12 36-00-00 Live 40 psf 13-00-00 100% Partition Load: 0 psf Dead 10 psf 13-00-00 90% Duration: 100 7 2nd fl wall Unf. Lin. Left 34-01-12 36700-00 Live 0 plf n/a 90% Dead 60 plf n/a 90% Disclosure 8 attic Unf.Area Left 34-01-12 36-00-00 Live 20 psf 13-00-00 100%. The completeness and accuracy of Dead 10 psf 13-00-00 90% the input must be verified by anyone 9 B_29 Conc. Pt. Left 14-02-00 14-02-00 Live 543 lbs n/a 100% who would rely on the output as Dead 651 lbs n/a 90% evidence of suitability for a 10- B_30 Conc.Pt. Left 14-02-00 14-02-00 Live 2182 lbs n/a 100% particular application. The output Dead 1074 lbs n/a 90% above is based upon building 11 B_30. Conc. Pt. Left 21-09-00 21-09-00 Live 2595 lbs n/a 100% code-accepted design properties Dead 1178 lbs n/a 90% and analysis methods. Installation 12 B_28 Conc. Pt. , Left 21-09-00 21-09-00 Live 543 lbs n/a 100% of BOISE engineered wood Dead 651 lbs n/a 90% products must be in accordance 13 B_13 Conc. Pt. Left 23-10-04 23-10-04 Live 4128 lbs n/a 100% with the current Installation Guide Dead 1768 lbs n/a 90% and the applicable building codes. 14 B_13 Conc. Pt. Left 34-01-12 34-01-12 Live 4128 lbs n/a 100% To obtain an Installation Guide or if Dead 1768 lbs n/a 90% you have any questions,please call (800)232-0788 before beginning Controls Summary product;installation. Control Type Value %Allowable Duration Load Case Span Location Moment 11462 ft-lbs 54.7% 100% 4 5-Internal 'BC CALCO,BC FRAMERS, BCIO, Neg. Moment -11047 ft-lbs 52.8% 100% 6 1 -Right BC RIM BOARD,Tm .BC OSB RIM End Shear WO lbs 66.7% 100% 4 5-Right BOARD rm, BOISE GLULAMTM, Cont.Shear 7999 lbs 83.0% 100% 8 4-Left "VERSA-LAM®,VERSA-RIMS, Total Load Defl: U853(0.101") 28.1% 4 5 VERSA-RIM PLUSS, Live Load Defl. U1081 (0.08") 33.3% 4 5 VERSA-STRANDTM Total Neg. Defl. -0.04" 8.0% 4 2 VERSA-STUDS,ALLJOISTS and Max Defl. 0.102" 10.2% 4 1 AJSTM are trademarks of Boise Cascade Corporation. Page 1 of 2 BOISE' BC CALL® 2003 DESIGN REPORT - US Tuesday,April 26,2005 10:40 Triple 1 3/4" x 9 1/2" VERSA-LAM® 3100 SP File Name: Padget Childs.BCC: Level 1\B_3 Job Name: Childs Residence Description: main basement carring girt Address: Walnut Street Specifier: be City State,Zip: Marston Mills, MA Designer: Customer: Padget Builders Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: Notes Design meets Code minimum(U240)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 1-1/2". ' Minimum bearing length for 131 is 3-1/2". Minimum bearing length for B2 is 4-1/4". Minimum bearing length for B3 is 4-7/8". Minimum bearing length for B4 is 3". Minimum bearing length for B5 is 1-3/4". Entered/Displayed Horizontal Span Length(s)=Clear Span+1/2 min.end bearing+1/2 intermediate bearing Connection Diagram Consult project design professional of record or BOISE technical representative for connection design Nailing schedule applies to both sides of the member. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails a=2" I d--1 b=3" d=12" • — • • I e=3" 0 0 C e 0 0 _4b _ Page 2 of 2 _ 1 SMOKE DETECTORS REVIEWED. 31os (MABLY BYJILDING DEPT. DATE FIRE DEPARTMENT DATE it DECK Z BOTH SIGNATURES ARE'REQUIRED FAR PERMITTINO z bad Q C 7¢N _ C �QO 4Ed 3'd 5'd AS 3*-(r 1-0* I E3�xN W F-ca¢oo DINING A B b NOOK A6 A6 (VAULTED CEILING) � E D b x 6'B' PDR. _---1I -LINE OF t% RM. /� } I �N L REF SF ABOVE CABINE... B bO 1 T b -J KITCHEN +s8. TA (VERIFY IOTCHEN = R LAYOUT W/OWNE). O U1 AFP§E ISLAND FAMILY GS P.————— ROOM W MUDHAL CAB NIN e b 4 ET GARAGE 4D'x68 57xg 3VC0 N 10 Do o BIFOS. ON, --------- O (4'CONC SLAB CLOS. SLOPE 7 TOWARDS DooR)-/-� ———— PANTRY o i WINDOW N E-+ 6 rw.Z� sFAT vOL�r {parr'�� SHELVES E q \-' s OPTIONAL CHIMNEY A6 A6 ~4 QI M�C�x (VERIFY IN FIELD) 1'$ 6'•S LIVING - ROOM � V I9 OPEN TO b 7v I I ABOVE 4 ?4 I" �.y � . DEN/ Oil l s8 W § b STUDY ��FOYER A C17 II — WINDOW ( ) 97 x T'O`O H DOOR W/TRANSOM 90'x T'o'O H DOOR W/TRAN OM UP SEAT COVERED s 4'-1' r1 �1 PORCH q � (J� CONC lb N INE RON b S F ABOVE-1 � Il�••l .. Go ... to e A A A B `" C b � A6 Ag �Ty x 5/1 6 CASING nA l'i �111 �::) Tx6V P 4x4 P T POST W/ 6'x6B' t D SIDELIGHJR SIDELIGHT D 71 �I As a COVED POR COLUMNS . SCALE: 7d 4-a Td 4-a 7d 4'-T 6'-4' Y-1• 4'-a 4-4r T-1' 6'-4' 4'-1 1 DATE: 24'd 14'd B'd 14•A• T•(r 4/1 1/2005 GENERAL NOTES: JOB NO.: 1.) CONTRACTOR IS T FIRST FLOOR PLAN VERIFY ALL EXISTING CONDITIONS REVISED: 5/4/2005 CHILDS THE DESIGNER SHALL BE NOTIFIED IF ANY &DIMENSIONS IN THE E FIELD ERRORS OR OMISSIONS ARE FOUND ON START OF 2.) CONTRACTOR TO VERIFY MATERIALS,DETAILS 8 FINISHES FIRST FLOOR = 1018 S.F. THESE DRAWINGS ON THEIOR BUILDINGCONTRACTOR DRAWING NO.: WILL BE RESPONSIBLE FOR THE CONTENT SECOND FLOOR = 932 S.F. IN THE FIELD WITH OWNER IN THESE DRAWINGSIFCONSTRUCTION UNFINISHED STORAGE = 260 S.F. COMMENCES WITHOUT NOTIFYING THE 3.) ROUGH OPENING HEAD HEIGHT OF WINDOWS AT GARAGE = 576 S.F. DESIGNER OF ANr ERRORSOROMISSIONS FIRST FLOOR TO BE 6'-11 a ABOVE SUBFLOOR THESE DRAWINGS ARE SOLELY FOR THE USE OF THE OWNER NOTED ANY OTHER USE OF THESE DRAWINGS REQUIRES THE WRITTEN A I CONSENT OF THE DESIGNER y _ r" r 24'-(r ii 361-T i C X-F 3-E .6'-11' ± 9'$ 11's A6 7-1a' 7-1" z[] 7\ Q WQ�o -- ` ^ Qp�Q A B \DINING ROO (J [L]75:�LD ELOW` w Q'�, CD A6 A6 1 Z m TEMPERED E H H 0 t a. w ti GLASS ¢00 \ 8xE PLUMBING L'DRY Q O o °O WALL h BATH S�6WER O: IV MASTER BATH •' SKYLIG" vEr (VAULTEDCEIUNG) i AC a°oLD o BEDROOM#2 I(] I mZ9 ` ————————————————— — — aLIN. H O No. s " UNFINISHED 7s ta_T 6 3-S T-a 5 sS HALL C , PULL-DOWN �/ x b b STORAGE 2�"� Qv )LSTAIR_— �DN (VAULTED CEILING) I zs X as � — —N LOS. 5 q CLOS. W.I.C. I^ Si I� MASTER N As As L�NE BEDROOM PORCHROOF C)BEDROOM#1 BELOW l C� [� 1 Q C H 14'3 3'4aIII 3'-B' 14'3' �1 F F § G FOYER U b BELOW c) �•, —NE-- F D �L LINE C ,^ D WALL BELOW D O t 11 A6 A6 \PORCH ROOF A6 BELOW 1 7� 3'-4• 3'd 3'd 4'-7' 6'-4• T-1' T-1• 6*-4• 4--r r-a 1a- T'-a (SHEO DORR MER)24'.a 'n 3B-(r �1 V/ 1� WINDOW SCHEDULE SCALE: SECOND FLOOR PLAN TYPE MANUFACTURER'S UNIT ROUGH OPENING REMARKS 1/4" = 1-0" jA ANDERSEN TW 2446 2'-6 1/8"x 4'-9 1/4" DOUBLEHUNG DATE: B " A 21 2'-0 5/8"x 2'-0 5/8" AWNING 4/11/2005 C " TW 3446 3'-6 1/8"x 4'-9 1/4" DOUBLEHUNG D C 235 4'-0 1/2"x T-5 3/9' CASEMENT JOB NO. E TW 24310 2'-6 1/8"x 4'-1 1/4" DOUBLEHUNG CH ILDS 3 F A 31 7-0 1/2"x 2'-0 5/8" AWNING AW 251 2'-4 7/8"x 2'-4 7/8" AWNING DRAWING NO.: H " TW 2442 T-6 1/8"x 4%5 1/4" DOUBLEHUNG J C 245 4'-0 1/2"x 4'-5 3/8" CASEMENT(TEMPERED GLASS) K VELUX VS 304 . 2'-6 1/2"x T-3" SKYLIGHT(VENTING) NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WITH OWNER AND ROUGH OPENINGS Az WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS REVISED: 5/4/2005 _ I CONT RIDGEVENT ca z zoo TYPICAL ASPHALT W 00 O ROOF SHINGLES ' >- uj 1 x 8 FASCIA& z 3 G.Ta 1 FRIEZE BOARDS O. 4 "" N TOP OF PI fE E. ---I Ll 0FM �� L+o ® ® Fm® ®11 EPDAR CLIPBOARD SIDING 4 ATFRONTO LYNX r 12 SECOND FLOOR - �q SUBFLOOR TOP OF PLATE V1 ® ® 1 x 5I1 x 6 CASING w/ o000 oaoo o000 ooao FIRST FLOOR F lE:1E:1=E:1EL1E:1E:1E:l0=SUBLOOR- 0 2x10 ERT FRONT ELEVATION � W/BEVEL ED TOP V .• PDONALR EYW/ FACED O r P'nBRICK CHIMNEY W CRICKET BEHIND W 12 5 �B 12 1 x 8 RAKE BOARDS O Cr6 W/1 x 3 DRIP BOARD TOP OF PLATE 12 1x511 x6 CORNERBOARDS ® H H / W.C.SHINGLE SIDING S'♦-TO WEATHER 12 SECOND FLOOR 5*1 SCALE: SUBFLOOR IIIII 1/4"= F-0" TOP OF PLATE DATE: N ® ® 4/11/2005 ® COLUMNS JOB NO.: FM CH ILDS FIRST FLOOR DRAWING NO.: SUBFLOOR NOTE ARAGEISNOTSHOWNON LEFT SIDE ELEVATION OUTSIDE SHOWER BEHIND G THIS ELEVATION VIEW {{{t OPTIONAL RED FACED CONT RIDGEVENT ' BRICK CHIMNEY i TYPICAL ASPHALT Y 9 Q N ROOF SHINGLES Q WRY.O x 8 FASCIA 8 t Q FRIEZE BOARDS z W W 1 TOP OF PLATE /-j I- O EEN FFH R r. y (�tt ,2 SECOND FLOOR 4I 6 SUBFLOOR TOP OF�P TE TYP.4 x 4 P T POST W/ ,x 5/,x 6 CASING CORNERBOARDS m u� tR.R WC SHINGLE SIDINGS+�TO WEATHER ST FLOOR r��FLOOR V)1 1 r7 NOTE �^ VERIFY OUTSIDE SHOWER MATERIALlDESIGN WIOWNER IN THE FIELD �4 � U � ,x 8 RAKE BOARDS W/1 x 3 DRIP BOARD a,2 �176 O p,6 TOP OF PLATEFTTll 7� F� FrTli ,z ,z � SE OND SCALE:� SUBFLOOROOR 1/4"= F-0" TOP OF PL&TE- DATE: 4/11/2005 8'DIA cown,Ns JOB NO.: CH ILDS FIRST FLOOR DRAWING NO.: SUBFLOOR A4RIGHT SIDE ELEVATION REVISED: 5/4/2005 r bad 471T ,s•a 3'4a z • T-s* T-G Q 2-PT 2x tzs ce- W Oo TYP ta'DIA SONONBES `O 4V BELOW GRADE W Cep b c �-7 00�w x �aN N r W x N 0 o b �� [S PT xBs 16•oc D - w 00 0U 31Y4' 5-4• ,a-6' 3'-0* a's•-a T- L1 vM�� P T 2 x 10 LEDGER BOARD BOLTED TO SOLID 19'-G• T-E X-C 3'-r T-0' A 2V o .STAGGERED SEAL BOAT HEADS JOIST HANGERS ON BOTH ENDS OF JOISTS 2-PT 2x 1as -- — I I � �� — b TYP B'x 20' I BILCO•C' I �I CONC FOOTINGS A B ( BULKHEAD I �1 TYP B'CONC A6 A6 I I I I s a s I WINDOW FOUND WALLS BASEMENT I I - BASEMENT �'+ IrF YP TYP •j I '^ -- — ---------------- -------- — -- -- L J Kr PKT EAM } i I I DROP TOP OF I I 9 1?ENGINEERED JOISTS Q 16 o c 3.1 31r..9BE ,?LVL IGIRT I I b I I FOUND AT DOOR I 12-0 Z I I I I � •� I m I _ I U) I I 4 I I (� BEAM BEAM I I r v § I _ I 2-PT 2x 6s v i I GARAGE PKT. 1 3J4'x 9 10 LVL GIRT F t-1 PKT —� I - -1 - ® L (4•CONC SLAB —-� SLOPE T TOWARDS I , I Doom I I TYPICAL 3 1/I Du1 —— STEEL LALLY COLUMN —— •1 I a' I TYPICAL 3a x 37.17 —— E I I 1 I CONCRETE FOOTINGA6 A6 + I I I ' �~ I B•CONC x x I r I b 4 m BLOCK FULL I m F o I I DROP TOP OF FOUND I i BASEMENT H - I - AT O H DOORS L•- ( 'Co SLAB) I •% I ~ u A I? J I I IL—====--- -- --- _______ —t p I I - - ---————-—— — [Fp L 4- APRON N I .. ,.. — %� - --.. ,3/4_x9 1?LVLGIR -- — — — — 2-PT 2x Bs ——— —————————— a TYP ——— ————————— BEAM BASEMENT fn i ;i L PKT .J i tq BASEMENT b SCALE: A B WINDOW iV -- C WINDOW TOP-, BELOW GRAD BES �j _ TO 4YT BELOW GRADE 1/4" = I'-0° D m D A A6 DATE: 6 N PT 2xV& 1S•Oc N b F r- b 4/11/2005 N z•PT zx,as JOB NO.: ,'_4 9'-6• ,'S 9'£ 1'-g T-W 'r4r 7YP 12 DIA SONOTUBES r-o• r-a CH ILDS 41 TO 4'a BELOW GRADE /. il 24-(r 1a•.o• • B'-(r 14•-(r r4r DRAWING NO.: FOUNDATION PLAN TYPICAL ROOF CONST. CONT RIDGEVENT 0 5� 12 TYPICAL ROOF CONST. 1 2x 10 RAFTERS�1Boc �___ _� �12 BOTTOM OF -� 3ASPHALT ROO2 COX F SHINGLES OD N� TOP OF PLATE 2x8's 1S oe CEILING JOISTS 2x6 1 oe 12 4 15 A FELT PAPER z 5 12'(R=36)BATT INSULATION®FLAT CEILINGS TYP. / / �B 6 a(R-30)HIGH DENS INSULATION @ SLOPED CEILINGS z / 7 2 x 12 RIDGE BOARD p / 8 SIMPSONH25 HURRICANE CUPS AT ALL RAFTERS C� WALL / / 9ICEANATER SHIELD AT BOTTOM 37 OF ROOF NEWATTIC N " // 10 PROP-A VENT VENTILATICN CHUTE BETWEEN RAFTERS � cn O o z UNFINISHED CONST. p / STORAGE � 0 TOP of PLATE SECOND FLOOR SECOND FLOOR TYP 1/Y GYP BOARD CONT ALUMINUM ON 1 x 3 STRAPPING Z 2 x 4 STUDS @ 16'o c SOFFIT VENTS w SUDFLOOR SUDFLOOR � �' E" Q•,ti 14'ENGINEERED JOISTS Q 16'o c @ TV oe W/Irr GYP BD �0 3 1?x 11 1/4'LVL TYP:WALL CONST. � 00 rL`+o HEADER OVER O H DOORS MASTER MASTER 1 2 x 4 STUDS®16'oc Z ^ O L,.J Q o INSULATION SU IR=30)IT 21PI PLYWOOD SHEATHING F (J ()d' CD SW FIRECODE GYP BD BEDROOM BATH 3 3• Irr(R-13)BATT INSUI ATION ON 1 x 3 STRAPPING @ 16' 4 12"GYPSUM BOARD o c.IN GARAGE P 314'T 6 G 5 W C SHINGLE SIDING YW000 SUDFLOOR 6 TYVEK VAPOR BARRIER NEW C`n� r-aLUED&NAILED SECOND R FLOOR, GARAGE 886 9 1?ENGINEERED JOISTS 16'o c TOP OF PlA (4-CONC.SLAB TYP 1!I DIA ANCHOR SLOPE 2'TOWARDS BOLTS Q 48- DOOR) DEN/ PDR. ^" STUDY COOS MUDHALL ROOM m� n SECTION @ GARAGE 5 z Z A6 0 FIRST FLOOR SUDFLOOR TYPICAL ROOF CONST. 9,lI ENGINEERED JOISTS @,G°` T 2r.6SILL W/SEPLER .1 3/4'x 9 12'LVL GIRT 9'(R-W)BAIT INSULATION 2x s i oc k-TYP W CONC 12 FOUND WAILS O �8 FULL TYPICAL LALL LU COLUMN r�^ ATTIC BASEMENT FOUND.WALLS Q v l CONC SLAB 2x 10'sQ 16-oc 2x1UsQ16'oc TOP OF PLATE TOP OF Sk8k U �-1 nP.8'x O' F>-1 _ -TYPICAL 3O'x Nr OTx CONC FOOTINGS CONCRETE FOOTING W/2:6 KEY —TYP. WALL CONST. B SECTION @ STUDY/PDR. ROOM BEDROOM#1 SOS I BEDROOM#2 SECOND FLOOR C,6 �/f SUDFLOOR 12 12 91/2'ENGINEERED JOISTS(j 16'oc TOP OF PLATE 7� �4 �( PARALLAM \\ BEAM `PARALLAM 2x 6's Q16'oc BEAM(FLUSH) oc - 2.M SO '74 2-2 x Bs �BEAD BOARD io gs BEAD BOARD SIMPSON BC 4 POST CAP LIVING FAMILY DINING 8 x LIVING TYP 4v 6CA POSTS WI 7 TYP B'-DIA COVERED 1x5H x6CASING 4 ROGiV1 p ROGM NOOK � CDLDMNs FRONT ROOM PORCH g PORCH SCALE: FIRST FLOOR SUBFLOOR 1!4"= 1'-0" 9 1?'ENGINEERED JOISTS Q 16'o c .P T.2 x Bs @ 16,o c Pr 2x6•s®t6•oc DATE: 2-PT 2x8's- SIMPSON ABU 66 POST BASE 4/11/2005 FULL ro ¢Z § JOB NO.: BASEMENT FULL CHILDS BASE. TYP 12*01A SONOTUBES DRAWING NO.: TOP OF SLAB TYP.12'OIA SONOTUBES TO 4V BELOW GRADE TO 4'0'BELOW GRADE _J SECTION @ LIVING ROOM/DINING NOOK SECTION s @ FRONT PORCH E SECTION @ FRONT PORCHA6 A6 A6 z zoa 1-0 60.4)' C/)o 0 Q W� C 0 A6 r) >'W Z mC/'W N�Wz co o A B A6 A6 so ro ALU d BEAM L rA —I—t I � "ENGINEERED JOISTS 12oc 91R'ENGINEEREDJOISTS@16-oc L[ . q _ _ PARALLAM BEAM 2-1 314'x 9 1/2'LVL's -I -V4'x 9 jQ-LVL's 2-1 314-: lfr LVCs E E A6 A6 r U � ❑ I t! x 2-1 314'x 11 IW LVL HEADER 2-1 314'x1 IWLVLHEADER v6 A B 161 tD Z A6 D D A6 A6 SCALE: 1/4" = 1'-0° 21V4r 36-M T-O" DATE: 4/11/2005 SECOND FLOOR FRAMING PLAN JOB NO.: CH ILDS DRAWING NO.: 24'-(r - 3sa 3'-(r 5-(r 3'-D• 3-P z Zpw A6 cn00C> Q Wac� p b a� CAD f Z mew— A B t �WxN 0 m>E O //1 N — — — — 2.2.0 4 2 x 12 RIDGE BOARD x8rs ►~ 2 x 12 RIDGE BOARDI F E E O b c� i .11F — 2-2xBs _ w A C z x e RAFTERS O p6 B of A6 ®teoe r A6 Ag p m D r A6 � m o A6 O T•Q' 1D-Tr T-Q' Htu ' $ R) Qa 16'oRAFTERS 14'-f7' 6-P 14•-V v 1 J 24'-(r ^'! 3Bd' Ta SCALE: ROOF FRAMING PLAN 1/4"= 1_0" DATE: NOTES: 4/11/2005 1.) ALL ROOF RAFTERS TO BE 2 x Ids UNLESS OTHERWISE NOTED JOB NO.: 2.) USE SIMPSON H 2.5 HURRICANE CLIPS CHILDS AT ALL RAFTERS DRAWING NO.: LEGEND _ . $ SINGLE POLE SWITCH NOTES : --- CONCEALED CONDUIT(TYPICAL) 1.)THE ELECTRICAL PLANS SHOW GENERAL PURPOSE LIGHTING,SWITCHING AND m DUPLEX RECEPTACLE(TYPICAL) OUTLETS ONLY. THE ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR THE ENTIRE ELECTRICAL SYSTEM. THE ELECTRICAL CONTRACTOR SHALL STRICTLY ADHERE TO Z ALL STATE,FEDERAL AND LOCAL CODES THAT APPLY. ® FLOOR MOUNTED DUPLEX RECEPTACLE 2.)THE ELECTRICAL CONTRACTOR SHALL VERIFY ALL OUTLET,SWITCH AND LIGHT z LOCATIONS IN THE FIELD W/THE OWNER PRIOR TO WALLBOARD INSTALLATION. ¢ ¢N DUPLEX RECEPTACLE-SPLIT WIRED 3.)ALL RECESSED LIGHTING SHALL BE ON DIMMER SWITCHES. LJ w RANGE RECEPTACLE VERIFY W/OWNER IF OTHER LIGHTS ARE TO BE ON DIMMERS. n�Q 4.)THE ELECTRICAL CONTRACTOR IS TO PROVIDE ALL RECESSED LIGHT FIXTURES.THE OWNER SHALL Ca];�;UD SPECIAL PURPOSE RECEPTACLE PROVIDE ALL OTHER LIGHT FIXTURES TO BE INSTALLED BY THE ELECTRICAL CONTRACTOR. Q F- 5.)THE ELECTRICAL CONTRACTOR TO PROVIDE A MINIMUM 150 AMP SERVICE, F U)UJ © CABLE TV RECEPTACLE(TYPICAL) LO CL N p- TELEPHONE OUTLET(TYPICAL) Ld 00 Q 00 o 0-I WALL MOUNTED INCANDESCENT FIXTURE(TYPICAL) U O RECESSED INCANDESCENT FIXTURE(TYPICAL) SURFACE OR PENDANT MOUNTED INCANDESCENT FIXTURE DECK SURFACE MOUNTED FLOODLIGHT(TYPICAL) ® SURFACE OR PENDANT MOUNTED FLUORESCENT FIXTURE o UNDER CABINET LIGHT FIXTURE(@ KITCHEN) � I ® SURFACE/RECESSED EXHAUST FANLIGHT COMBO -- .� TO FLOOD LIGHTS CE' ® SURFACE/RECESSED EXHAUST FAN SURFACE OR PENDANT MOUNTED CEILING FAN O MOTOR CONNECTION(TYPICAL) /� �� DINING � NOOK C/) O SMOKE DETECTOR / ROO QO KITCHEN I U M DHAL �' -- ROOM w w ---moo - --cr5— GARAGE PANTRY —_ -------__ -C1O*5. - k I t \ ---)o � ) COVERED / / I LIVING /! PORCH Q ROOM DEN/ II SCALE: I \STUDY % III �� 1/4" = F-0" OR j II IFOYER I ,� DATE: 6 �\- ,® 1 / 4/11/2005 ------------- JOB NO.: CH ILDS _ DRAWING NO.: CVO OVERED FIRST FLOOR ELECTRICAL PLAN PORCH �LGKTST REVISED: 5/4/2005 J� pLl Z Zpv V)¢O o 0 /f———__—- To S"TCHBELOW Z LO O co¢O ADRY-)/ ATH BEDROOM#2 ASTER XD ----------------- -- ' l - UN• �j / W-�'L UNFINISHED � �� -� d STORAGE qp \ --_J S. - - -- -- ----- rt------ �� MASTER BEDROOM 1 I O I I 1 kk 1 •_ 10 I % BEDROOM#1 I FOYER // U BELOW I\ 0 W W 0,5 � SECOND ELECTRICAL PLAN SCALE: 1/4" = 1._0„ . DATE: 4/11/2005 JOB NO.: CH ILDS DRAWING NO.: E 2 REVISED: 5/4/2005 ' wmr[t[mw ew.. 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H3 4 Simpson Strong-Tie Im HUG410 Concealed Flange 3.12 V-Lem Face Mcum - - - H4 21 Simpson Strong-Tle I= RT39.5 2-12 x 9-12 Top Flange 9 �_a Level 1 - o m 0 J � 1/4tg of _ 1 1_011 N t BC FRAMER®2002 SCALE: 1/4-=V-0' DATE:4262005 BY:be FILE:Padget Childs.bct DWG SHEET: 1/2 Last Saved Date:426/2005 10:54 AM Print Date: 426/2005 1:57 PM sletnk Y•mt.r e.,ou reeeor x.wr a..ns uobt ker ger LEGEND smiwaeeormcmd _ _eue.t..aer.;...m, _ _ REVISIONS: _ BY: ' vrwaw.. trr eia eaa R) wr wsm ^b'ramarac te.,.r,t,m.eosr.nzs•omma ramme.d�e BeaMg WeO Below. 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AA 20 Mark Oty Manufacturer Product Description 16o OCS!!! i L ve 12 H2 2 Shnpson Strong•Tie Inc, HOVS412 342 k 11.1/4 to 18 Lam Face Mown H3 4 Simpson Strong.Tle Inc HLIC410 Concealed Flange 3-12 V16m Face Mows y l 11 1 H4 6 Slmpson Strong-Tfe Inc, 1TT39.5 2.12 k 0.12 Top Flange ? 1/4 — 1 —011 HS 4 Simpson StmWTle Ina rrT414 3-12 k 14 BCI®Top Flange m bocva HB 8 Sknpson Soong-TB Ir,a I11T310 2-1/2k 9-1/2 to 14 Face Mnlnt ��$�m pmpD Jco m 1 a� v(�tpp co T BC FRAMER®2002 SCALE: 1/4'=1'-0' DATE:4262005 BY:be ' FILE: Padget Chnds.bd DWG: SHEET:2/2 Last Saved Date:4/26/2005 10:54 AM Print Date: 4/26/2005 1:57 PM { -- SYSTEM PROFILE NOT TO SCALE OF JNDATION 77.5 FINISH GRADE FINISH GRADE OVER FINISH GRADE OVER EL. 76.0 DISTRIBUTION BOX 75.7 SEPTIC TANK 75.8 FINISH GRADE OVER TRENCHES 75.5 -:_gRISERS TO 6„ FINISH GRAD < r PRECAST CONCRETE' .: '_• ,'� ,°' :''�, rb b 500 GALLON DRYWELLS o- 3„MIN. RISERS TO 6 0' OUTLET PIPES LEVEL H-10 REINFORCED LOADING MIN.SLOPE 1% OF FINISH GRADE ( ) 3° o FOR 2'( MIN.1% SLOPE TRENCH LENGTH= 33'-6 6„ _ MIN.SLOPE 1% BEYOND ° MIN. 0 DRYWELL LENGTH = 8'-6 o_ 0 13"MIN. 14" _ 74.00 73.75 MIN. 16-SUMP ;'o 0 0' •, . ;3• _off . . - 73.50 7.3.40 - ,oz _ PVC OR CAST IRON TEE ° 73.23 `, *� ° I GAS BAFFLEn ,o - DISTRIBUTION BOX uj MINIMUM INSIDE DIMENSION 12" 3/4"-1-1/2" DOUBLE 1500 GALLON Lu :A OUTLET INVERTS 2" BELOW INLET INVERT 3/4"- 1-112" DOUBLE 4' WASHED CRUSHED 5 6, WASHED CRUSHED 4' PRECAST CONCRETE - MINIMUM CONCRETE WALL THICKNESS 2 STONE _ !' INSTALL ON COMPACTED LEVEL BASE STONE BSMT.FLR. :_� H-10 REINFORCED a ELEV. 68.0 '� NOTE: EXCAVATE TO =C= STRATUM 1N ORDER TO BOTTOM TH#I EL.64.4 _% { -. J ' REMOVE ALL =A= & =6= IMPERVIOU.� MATERIAL ;h �'- - WITHIN 5' OF THE SAS. REPLACE WITH CLEAN, TRENCH SECTION ..'- • �' � e• _ OD CLAY-FREE SAND. [310 CMR 15.255] SEPTIC TANK Igo • INSTALL ON COMPACTED LEVEL BASE o !W u �5 0 9" MIN. 3" OF 1/8" - 1/2" 4 DIAM. 36 MAX: DOUBLE WASHED PEASTONE y �11�nbHly �► IAM q - _ 7 • . .,•• , ,:`�4; or''�7 ��o'•' 3/4"- 1-1/2" DOUBLE 48•: S1_2,1 11 WASHED CRUSHED . .. STONE n • , • ; TRENCH WIDTH • .� to. 13-2 ....• as 0. • •,• •• NUMBER OF TRENCHES 1 ,,.a. ,...�,_.�..... ....,.�..,�.w NUMBER OF DRYWELLS 3 WALNUT STREET GENERAL NOTES: OBSERVATION PIT - S.DOYLE P-10834 x 1. ELEVATIONS SHOWN ARE BASED ON ASSUMED PERCOLATION RATE: < 2 MIN./IN .� S 3 W ELO75 OBD. SYSTEM MUST BE CAST IRON t WITNESSED BY: D.STANTON 2.ALL PIPES IN THE, OR SCHEDULE 40 BARNSTABLE BOARD OF HEALTH 3. HEALTH AGENT/CAPE & ISLANDS ENGINEERING 16' I �° °' MUST BE NOTIFIED WHEN CONSTRUCTION IS `H#1 DATE: OCT.12,2004 COMPLETE PRIOR TO BACKFILLING. LL.75.2 TH#2 r 6 3� - ° 4. ANY CHANGES IN THIS PLAN MUST BE APPROVED oil off DESIGN DATA RESERVE Ik I I I / ( o BY CAPE & ISLANDS ENGINEERING AND THE BOARD J - ---- -- J - I OF HEALTH.` =A- LOAM ,. ��°✓N. 21 0 0 0 a 5. MATERIALS AND INSTALLATION SHALL BE IN g�� 10 YR 2/2 g,, NUMBER OF BEDROOMS 3 � ( N I ►c COMPLIANCE WITH THE STATE SANITARY CODE GARBAGE DISPOSAL NO [TITLE V]AND LOCAL APPLICABLE RULES AND =B= LOAMY SAND DAILY FLOW 330 GPD. N yoo�. x 60.0' ° REGULATIONS. 10YR 5/6 SEPTIC TANK REQUIRED 1500 GAL. 6. NORTH ARROW IS FROM RECORD PLANS AND IS s s 28° 2s° SEPTIC TANK PROVIDED 1500 GAL. 81.4' °' ' �s r- NOT INTENDED FOR SOLAR ENERGY PURPOSES. PROPOSEi�- „ -- PERC.TESTTH#1 ____ LEACHING REQUIRED 330 GPD. 7. WATER SUPPLY: MUNICIPAL WATER SYSTEM. 36 3�DI£M.HSE. > f 8. FLOOD ZONE [NON-HAZARD] EL.72.2 9. THIS PROJECT DOES NOT INVOLVE ANY PHYSICAL SOIL ABSORPTION SYSTEM CALCULATION: - GROUND DISTURBANCE OR VEGETATION REMOVAL =C= MEDIUM SAND x' e \ WITHIN 100' OF WETLANDS INLAND OR COASTAL 10YR 6/4 SIDE WALL AREA = 186 SF. z , --�� BANKS OR FLOOD+HAZARD ZONES. 10%COBBLES 186 SF. X .74 G/SF. = 137 GPD. _11N _ - - - N �\ BOTTOM AREA = 441 SF. \ 441 SF. X 0.74 G/SF. = 326 GPD. / - ;\ NO GROUNDWATER LEACHING PROVIDED = 463 GPD. LEGEND EL.64.4 130" 132 / - -7,( �� \ 52 PROPOSED CONTOUR SINGLE FAMILY RESIDENCE \ � --- 52---• EXISTING CONTOUR Aes.� PROPOSED SEWAGE DISPOSAL SYSTEM x / OBSERVATION PIT x -16 J /- PREPARED FOR PADGETT BUILDERS �' -g2 i ❑ DISTRIBUTION BOX �; ��• ; �x Cs o 0 o TANK BSE.NO. 174 WALNUT ST. LOT 4 ° -°, C SEPTIC T N .,, vv, MARSTONS MILLS,MASS. HSE•NO.174 SOIL ABSORPTION SYSTEM PLAN NO.042705 SCALE: AS NOTED 1.0 ACRES RESERVE AREA of FILE N0. 2256A DATE: APR.27,2005 RESERVE , �H Mqs� SEPTIC FILE NO. 76 PCS FILE walnutstl74 DAVIT PIPE INVERT ELEVATION 208.43' 22.26 o CHARLES S 34032'40"w SANICKI CAPE&ISLANDS ENGINEERING O O O 28085 PLOT PLAN 150 17-1 4 174 � N �£JSTER�� 800 FALMOUTH ROAD, SUITE 301C 5 5 5 MASHPEE,MA 02649 (508) 477-7272 SCALE: 1" = 30' MAP SEC PCL LOT HSE ' �a -�• _: _ --