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4131 MAIN STREET
Ole o1z N �nnhnfann OYU, EVAN— 7 tW ITS&? X7 N song 7 0 NOT �'j �F7 .2- AQ I V 4 All "g-1% ply j��Cao ��W NY, Eli 00 W M* -- ��v 4""Wo file A I'v W ;Av�-A W My' WfKaw-A W-001- M Q1,01 -j- Qy> et, W I A 1 Ax,QW, 4 W, - . - — �v 41 - t A A , ;A� "I O'KA-W�, I Q,ly � , 1-1, � I W -A J1 A Wh Act Kyj jAw Al�`,,v, K Ep f W, PW A' ayy! NT 60"T A CC r WK W ' T WS Sh 01 V4. W-M-AW, 1�, -��, -� -'i�,�1,, ��� �`, 4,,�'' ':I won"M Aa, Vol a--q M" W QZ W MJ 1 -- , j -0 -WSW--- -Cm ylif,! Eli to. W. "XN,-,-Qj4T 000 so, Kv oil R WA Noun 1 tx 4, 5�v 1 Aft 411� Will W'IN vf !T� IQ v of, AY A W-- z vv� ,A-A &-Tv I qry MWn iv.,, 5-,�!a W, NOW- 1 441� y", Its 4 Al 4f` 3, 7v k,7 Mr A'5 ,0AW "No W3 I Pbvx�NIP N J, T, t t,f W51, aq, Not W ITT&W SAMIJ!"Q41 "I" now Y;qws� AJ m x, 'In "S"I V, QWP�J: NO. Sir -AWN vyv�Ant" A"yff 41�"p- -v" , 4 - � 1 _o- tl w. As A 4a, -a V Apo" Q.X"js W, SM 1 Town ®f Barnstable Permit: `7 Regulatory Services Date: �°FSHe r � ` IE`ly ,_IF Thomas F. Geiler, Director 0 . hr .diLE B g uildin Divisio-n���fFe �-=�� r BARNSTABLE, •' APR ,3 P� Tom Perry, Build•rng Commissioner MASS. 1639. `�� t 2600 Main Str-eet,Hyannis, MA 02601 ATFD►.AA'�a www.town.barnstable.ma.us DIVISION Office: 508-862-4038 Fax: 508-790=6230 TOWN OI �B�ARNS'�I�ABLE SO%IDDUEL STOVE PERMIT Owner: TF Phone: �� 3:(y Z - Install at: ( �'fw�-i o JC1 Vulaget 0 M Ak VkQ�,)l Q; Map/Parcel: S�j ��0 Dater Stove A. New/ Used B. Type: Radiant/Circulating C. Manufacturer: C�A'L.S4:z� Lab. No. D. Model No.: �j9,�o Chimney A. New/EY pg— f existing, please note date of last cleaning) '3 1'�-i C CA i M 1Q"Iv B. Flue Size C. Are other appliances attached to Flue? D. Pre-fab Type and Manufacturer E. Masonry:ey, Lined/Unlined Hearth A. Materials: B. Sub Floor Construction: CE�rA�z aws c2E;m��`j G�-AVJA P�sc Installer Name:- Address: Phone: Location of Installation: H.I.0 Registration # Construction Sppavisor# OR checkL,' Homeowner Installing, no license required APPLICANTS SIGNATURE (� APPROVED BY: Please make checks payable to the Town of Barnstable *This constitutes an off cial stove permit after inspection, photographed, and approved by the Building Inspector Q:forms:stove Rcv 103107 t �� � �� r - �, TOWN OF BARNSTABLE BUILDING ERMIT A PLICA ION Map Parcel ©�� b I� Ap lication # ®a-�" f l/ Health Division ��J D to Issued Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning B and Historic - OKH Preservation yannis Project Street Address 4 V 3 1 ✓ t �-t z- Village (n V ✓\,dV\1 y-\/\ - Owner�a41� 2�C�1 I!J Address S Y\A S Telephoner �� Z d� �-6 `�- �' C CJZ�L T Permit Request " cjf, yyn) f Tpf Z_ Square feet: 1 st floor: existing►5�roposed 2nd floor: existin roposed Total new I-J C�l 0- Zoning District Flood Plain Groundwater Overlay Project Valuation Z Construction Type-- C '�`}-I'1�►o�i f� - Lot Size Grandfathered: ❑Yes Flo If yes, attach supporting documentation. Dwelling Type: Single Family C],,- Two Family ❑ Multi-Family (# units) Age of Existing Structure YfZf Historic House: ❑Yes 4-116 On Old King's Highway: U'S'es ❑ No Basement Type: ❑ Full ❑ Crawl 'Walkout ❑ Other Basement Finished Area (sq.ft.) C' Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing, 1. new Number of Bedrooms: Z-- existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: o-Ga ' ❑Oil ❑ Electric ❑Other Central Air: ❑Yes No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ®'existing ❑ new size _�-Shed: ❑ existing ❑ new size '`I- Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ CJ /� I ZE Commercial ❑Yes '� No If yes, site plan review# rl w i � Current Use Proposed Use �'r APPLICANT INFORMATION 5.4 (BUILDER OR HOMEOWNER) v m Name �`"\L- �W Telephone Number _ C� Address License # 4--, cz,y 0J t� ►J�'� M i �) , 1 A— ? Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO �.14-VAPT-'A SIGNATURE DATE I C� t . FOR OFFICIAL USE ONLY APPLICATION# 11 lti , DATE ISSUED MAP/PARCEL NO. G ` ADDRESS VILLAGE OWNER DATE OF INSPECTION: 5 FOUNDATION FRAME t INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL ` PLUMBING: ROUGH FINAL ' GAS: ROUGH FINAL '• t` FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. s 4 r _ R Page 1 of 1 1 '4 Roma, Paul From: ALAN BROWN [alanbrown@hotmail.comj Sent: Tuesday, November 24, 2009 10:00 AM. To: Roma, Paul Subject: Chimney inspection... Hi Paul, We have just finished building the chimney on the east elevation of our home at 4131 Main Street in Cummaquid. We'd like you to visit for the final inspection. I followed the stove (Morso) installation guide. The chimney is all brick on the outside with a clay flue running to the top. We have 24Gauge 6" pipe from the stove to the flue. there is cast iron cleanout on the side f the chimney. A hole was drilled throught the foundation on the side of the house and into the basement. The wall surrounding the pipe is brick and mortar 2'x2' around the pipe and foundation behind that into the flue. We have a laminate floor with a glass base (from Morso) under the woodstove. The chimney has a permanent rain cap on top. Please stop by at your convenience. �1Z Thanks, ro q Alan Na Erica Brown Windows 7: It works the way you want. Learn more. 12/2/2009 o / R,26S'03' ' �• \ '�• 7 S' . .•\ ,qT % '�•� LOT 2 �04 l5►j •• � � 0.7 Act '2s• Ghl� �•�` ` (30,492 sff) y ` CONCRETE �`•%` ��� FOUNDATION •% '% •% CO AL /d d,t� •` d � •% DCE #06=088 FOUNDATION PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION : 4131 ROUTE 6A CUMMAQUID, MA PREPARED FOR: SCALE : 1" = 40' DATE : OCTOBER 19, 2006 REFERENCE MAP 351 PARCEL 50 MAN LOT 2 LCP 16718B ERICA I HEREBY CERTIFY THAT THE STRUCTURE = SHOWN ON THIS PLAN IS LOCATED ON THE � t�AOFMgs�9 GROUND AS SHOWN HEREON. . off 508-362-4541 O TINCTilY Cy H. fax 508 362-9880 v No:38035 GAO down cape engineering inc. CIVIL ENGINEERS QC=�� � G !z LAND SURVEYORS f--- -- �— -- sss main st. yarmouth, ma DATE REG. LAND R TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel Appli(c�atio.n# Health Division ", Conservation Division Permit# G to �I Tax Collector Date Issued Treasurer Application Fee 0 U Planning Dept. Permit F 16 0, Date Definitive Plan Approved by Planning Board Historic-OKH � atPreservation/Hyannis Project Street Address 41 Z 1 tA ct�� Village /� Co w%w•►� a� Owner Al f-:-,,o 4 L C_os, Address �d ��X t 1 Z. _ Cu m M(A Telephone Z_ 2 Permit Request�N o S�voc_,Toe, GznS c�- Pot a Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 400 Construction Type Lot Size 30 YJ2 Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes >1 No On Old King's Highway: Yes ❑No Basement Type: �1 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) —o Basement Unfinished Area(sq.ft) 1-180 Number of Baths: Full:existing new 3 Half:existing new / Number of Bedrooms: existing new a Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: 0 Gas ❑Oil ❑Electric ❑Other Central Air: Yes ❑No Fireplaces: Existing New t Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size -Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes No If yes, site plan review# Current Use y2c, Proposed Use VQZLDf kn*C_ BUILDER INFORMATION Name Lw_A LS < *2-`W k. Telephone Number 2—3 fs,2— 3 Address ' _p oK 6 License# RE6@oT n l!q E30 � f2&1?:ih�L6CG (626 3 Home Improvement Contractor# I 60 Worker's Compensation# ALL CONSTRUCTION DEBRIS R TING FRO OJECT WILL BETAKEN TO 7_6 SIGNATURE DATE �'�Z � r r e FOR OFFICIAL USE ONLY ' PERMIT NO. - DATE ISSUED MAP/PARCEL NO. - r ADDRESS VILLAGE OWNER •DATE OF INSPECTION: �1 FOUNDATION ® �® 41 + FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING- - DATE CLOSED OUT ASSOCIATION PLAN NO. r a k �+ .• `. • .ii � .°' Sit. _ SS T �e'..��� .ay.r .`i'\ �� :� .'4��" ,a..r�'^1 ,• 7�` � ,e#•it � �ye •I'".�r�Y '.a. �'ffi' l �r��y� _ �/ i�.r 1. y •?. .few+*"' ifu�„4�!^ �. n vu9 ���,g�'�.��e„, -fit a -�¢t��,m�1:&'TiN� Jpip' ���i�6' 3�iAt' �r,t,...�- •• r �,� ...l.e., _ �. °�Ef%tip'-aS�.'6��,*y��•�YYYYY q�CC��f^(".9�Yi'a'S4`,�" t"t Y rk.''..:. ',. ' ��,r"� . • i "� K �e 'All K +„ 1 1 � ', d,.,- +... �alb + a„' '�' 4 t { at➢'�' � x •���,y '„�„ �" �. 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'^�j '�'�`• "•- .`ar.. ` -� :;���F4 _ �'::Tom..: ._^,„., � ,:':Y"..a�. � •'�,. .,,.,p: iGt' _ ^'z+ s7.�`..:._ �..��-'�^_...,` �R :�„',,.w .p� `^Yr�" ��` `r �n;r" -�'" �'�'�.".� '"+*..;., "yR `"t.,a' -'s• "Q_ � 'K.�r=.,,; �-y'�a. �r�.,. '>r'?a,- $.�.' 'hxa✓•'=,�r_.;`rc.' .� 1 4 1 - M i r x q (33AObcjclv APR 14 2006 BlxmS�- IO B` SOWN O pRESERVATO HIS�ORI yy r k�rp lHx:� bi xrraa'aAewiErt'gr��� offif. 91MOMP � 1 -- . a � �.-�r _ - '� N � ;��. �^'� •`fix •�--.` 77 ���'""�� �,t cyrS J.'^,•.. 3 ��`�.�+ fk �t }� �j .r.j`l.• ,. �!t �4' ,'"�, fig° {."�. l �` �.,� f r'- .x, nit'+"'•^u i•t �t^+�'v .�i'n^: a� 'fl".4y .r•' i'"`•'c�1' y � "W"t� � "ww+ emor' �I 1 �l ` - T m. '•r s.� AA a 'elk s � �,"✓ .a �. 1. t1•r '!�•' ;'. � S, f� y,IIPi,"(�� /. 'c,;'''�:-��3,,..i ;' ,C�'v�a'<"t^ `�'�_`„i�F�' ^�! � i�n".�'�' �� r.rii;. r..'� �, r ./J,l^'�7^;� w�+„+Ct •S�a.1•?:�-;' d:,x _`'"_� .`,o.• � .r �S�'. v��q' '�'¢'l'ry^ p ,�^ ,•MOW , r•,v'+i(�,.N. ..4 __tt �fy,�, ! yt �!,. y� +��`� �u""' f`th "'+, �- ...'fu+ `->�` - � c :tilt `y}:■M�C4wP, Q �' 1J a;: S D � � 1`gPR ERV A��� H S�R PRES Town of Barnstable Building Department - 200 Main Street iARNSTABLE, * H ya n nis, MA 02601 9 MASS. (508 i639. ) 862-4038 �� ArFD MA'S s Certificate of Occupancy Application Number: 20063148 CO Number: 20080162 Parcel ID: 351050 CO Issue Date: 08122/08 Location: 4131 MAIN STATE 6A(BARN.) Zoning Classification: RESIDENCE F-2 DISTRICT Village: BARNSTABLE Gen Contractor: STURGIS ST.PETER Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: Building Department Signature Date Signed HE TOWN OF BARNSTABLEBuildIng•- Application Ref: 2006314E .� BASTABLE, Issue Date: 08/13/07 Permit RN 9 MASS. 1639. Applicant: BROWN ALAN&ERICA p� pp � Permit Number: B 20071931 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/10/08 Location 4131 MAIN ST./RTE 6A(BARN.) Zoning District RF-2 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 351050 Permit Fee$ 25.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY HOME WITH 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BROWN,ALAN ai ERICA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P.O. BOX 112 INSPECTION HAS BEEN MADE. CUMMAQUID,MA 02637 Application Entered by: SS Building Permit Issued By: 001'� THIS PERMIT CONVEYS NO RIGHT TO.OCCUPY ANY STREET,ALLY OR SIDEWALK OR AN ART THERfqfF,EITHER TFMPORARILYYORPERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING C E,MUST BE APPROVED B THE JURISDICTION. STREET OR ALLY GRADES AS WELL AS DEPTH AND'LOCATION OF PUBLIC SEWERS MAY BE,OBTAINED FROM THE.DEPARTMENT OFTUBLIC WORKS: THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLEcSUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. ; 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). :§ 71 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 2 �FI 00, 3 1 Heating Inspection Approvals Engineering Dept Fire Dept !� 2 - d�S Voaof f Affidavit of Substantial,Financial Interest I, is ST •Pv4m� of S l , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the prope y located at Map 3�l , Parcel 4- .� _. The address of the property is A13 I e IN Oz wmA4. ,)% 2. 1 have © % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 672-06 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name Address 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel 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. 6. Within the last ten days, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted building permit applications for property in which I have a 1% legal or equitable interest. 8. Within 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 perjury, this ay of 0 , 2004 2001-0050/affin 1 Q/LOTTE RY/AFFI DAVIT iw�.mw..pps7.pQ Table J5.2-Ib(continued) Prescriptive Packages for One and Two-Family Resideotlal Buildup Heated with fossil Fuels MAXIMUM MINIMUM Glaring tilauog Ceiling Wall Floor Baseatent Slab 'Heating/Cooling Area'(•/a) U-value= R-value' R-value' R-value' Wall Pesimew Equipment EEFciency' Package R-value' R-value? - 5701 to 6500 Heating Degree IDayO 12% 0.40 38 1 13 1 19 10 6 Normal R 12% 0.52 30 1 19 1 19 10 6 Normal S 1 12% 0.50 38 13 19 10 6 15 AFUE T 151. 036 38 13 25 N/A N/A Normal U 1S'/e 0.46 1 38 19 19 10 6 Normal V 13%e 0.44 1 38 13 25 N/A T N/A 85 AFUE W 1 15%e 1 0.52 30 19 19 10 6 15 AFUE X 18% 032 38 13 23 N/A N/A Normal Y 18% 0.42 38 19 25 N/A N/A Normal Z I % 0.42 38 13 19 10 6 90 AFUE AA 19% 0.50 30 19 19 10 6 90 AFUE 1. ADDRESS OF PROPERTY: -4 I I L b 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: ys---6 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): + 3 2- 5. SELECT PACKAGE(Q-AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION, BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-080303 a r • P�of „���� Town of Barnstable hw Regulatory Services sr� _ Thomas F.Geller,Director Building Division. Torn Perry, Building Commissioner 200 Main Street, Ijyarni.s,MA b2601 www.town.b arnstabi e.ma.us Eke: 508-862-403 8 Fax: 508-790-6230 J Property Owner Must n an Complete Com ld i T " p S,g hzs Section. .� -If Using A Builder I, x l'A V t� t'c�.� as•Owner of the subject property hereby authorize a 1 to act on my behalf, - w • in all matters,relative to work authorized bytU building pe=t application for. o (3b (Ad Tess ofjob) 7 Signature er IDate Print Name Q:FORMS:OWNEFPEF NMS1oN ��� 1 �� � � s, < , � . . .� ,., ,, , . , __- ��� _ _ , e7l;.�P'IIL9R fit. O� �dJ L[ld616 ^r y f BOARD OF BUILDING REGULATIONS a License: CONSTRUCTION SUPERVISOR Number: CS 014501 Birthdate: 08/23/1950 Expires: 08/23/2007 Tr.no: 12003 _,-< Restricted: 00 `=' STURGIS STPETER PO BOX 372 G 1 BARNSTABLE, MA 02630. Commissioner ✓!:e �iomUnza�uaeall! a�✓�aaaaclaaaetl` Board of Building Regulations and Standards l HOME IMPROVEMENT CONTRACTOR Registration: 100390 Expiration: 6/16/2008 Type: Individual STURGIS ST.PETER Sturgis St.Peter 65 Cindy Lane/P.O.Box 3724 Barnstable,MA 02630 Deputy Administrator L ACORD CERTIFICATE OF LIABILITY INSURANCE OP ID DATE(MM/DD/YYYY) STPET-2 08 01 06 PRODUCER THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HUB International New England HOLDER.THIS CERTIFICATE DOES NOT AMEND,EXTEND OR 437 Station Ave ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. So.Yarmouth MA 02664 Phone: 508-394-0946 Fax:508-760-1407 INSURERS AFFORDING COVERAGE NAIC# INSURED INSURERA: National Grange Mutual Ins. Co INSURER B: St Peter Builders INSURERC: P 0 BOX 372 INSURER D: Barnstable MA 02630 INSURER E: COVERAGES THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS,EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POLICY NUMBER POLICY EFF CTIVE POLICY EXPIRATION LIMITS LTR NSR TYPE OF INSURANCE DATE MM/DDIYY DATE MM/DD/YY GENERAL LIABILITY EACH OCCURRENCE $ 1000000 A X COMMERCIAL GENERAL LIABILITY MPB04063 07/10/06 07/10/07 PREMISES(Eaoccurenca) $ 500000 CLAIMS MADE x� OCCUR MED EXP(Any one person) $ 10000 PERSONAL&ADV INJURY $ 1000000 GENERAL AGGREGATE $2000000 GEN'LAGGREGATELIMITAPPLIESPER: PRODUCTS-COMP/OPAGG $2000000 POLICY PROJECT Ll LOC AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT ANY AUTO (Ea accident) $ ALL OWNED AUTOS BODILY INJURY $ SCHEDULED AUTOS (Per person) HIRED AUTOS BODILY INJURY $ NON-OWNED AUTOS (Per accident) I PROPERTY DAMAGE $ (Per accident) GARAGE LIABILITY AUTO ONLY-EA ACCIDENT $ ANY AUTO OTHER THAN EA ACC $ AUTO ONLY: AGG $ EXCESS/UMBRELLA LIABILITY EACH OCCURRENCE $ OCCUR CLAIMS MADE AGGREGATE $ DEDUCTIBLE $ RETENTION $ $ TATUWORKERS COMPENSATION AND TORY LIMITS ER EMPLOYERS'LIABILITY E.L.EACH ACCIDENT $ ANY PROPRIETOR/PARTNER/EXECUTIVE OFFICER/MEMBER EXCLUDED? E.L.DISEASE-EA EMPLOYEE $ If yes,describe under SPECIAL PROVISIONS below E.L.DISEASE-POLICY LIMIT $ OTHER DESCRIPTION OF OPERATIONS/LOCATIONS I VEHICLES/EXCLUSIONS ADDED BY ENDORSEMENT/SPECIAL PROVISIONS Re: Allan & Erica Brown 4131 Route 6A Cummaquid, Ma CERTIFICATE HOLDER CANCELLATION ------1 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,THE ISSUING INSURER WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN Town of Barnstable NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT,BUT FAILURE TO DO SO SHALL Attn: Paul Roma IMPOSE NO OBLIGATION OR LIABILITY OF ANY KIND UPON THE INSURER,ITS AGENTS OR / 200 Main Street Hyannis MA 02601 REPRESENTATIVES. AUTH _PRE ENjTE�,C^ ACORD 25(2001108) ©ACORD CORPORATION 1988 L—_ P ®. Box 64 °I Iep6rie 508-362-3486 TR*&9QwT1sLatlOftWing Dept. Fa. 508-362-8036 200 Main St, fWw wo Hyannis,MA 02601 Attn: Jack Lebouf 070707 Stpeter RemoJelinag Custom Homes Designs & Drafting 1-grounn J Pools Commercial BUILDERS Dear Sir: Due to circumstances beyond my control I am unable to complete the construction of the house @ 4131 Rte 6A Cummaquid, clients names-Erica and Alan Brown and I arri' requesting that my name be withdrawn for the building permit. Thank you. 1 o IY UJ C') CO jam. sl' O. j N 1 x I r *All materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviations from above specifications involving extra costs will be executed only upon written orders and will become an extra charge over and above the proposed contract. All agreements contingent upon strikes,delays or accidents beyond our control and the owner is required to carry fire,flood,theft or other necessary insurance. Payment to follow above outline in the form of certified bank checks and past due accounts subject to a finance charge of 2%per month,24%compounded annually. 1 f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 l� Residential.Addition $50.00 Alterations/Renovations $ 50.00 V Change of Contractor/Builder $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 3 g��square feet x$96/sq.foo �T�6J x .0041= P 7 plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq. ft.= x .0041= 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 Open Porch x$30.00 = (number) Deck x$30.00= (number) Fireplace/Chimney x$25.00= ).: (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) _ Permit Fee Projcost -' Rev:063004 0 6�7 1 he Commonweaun of massacnusens Department oflndustrial Accidents Office of Investigations UT, 600 Washington Street Boston, MA OZIII www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers AinUcant Information Please Print Le 'bl Name (Business/organization/Individual): C�J/ lJl / !S _3G` Address: 4)e_ S/' City/State/Zip: -ZA 'lW,916 02,,,,�-30 * . Phone#: 6 f 34.2 sxp.� Are an employer? Check the-approprl X. Type of project(required): I a employer with o 4._ am a general contractor and I 6. ❑ New construction c_-� loyees(fuli and/oT per=time).*have hired the sub-contractoTs --- y�--- —listed on the attached sheet 1 7• ❑ Remodeling Iram:a-sole;proprietor orpater--- �ship,and_-have no-employees---� These sub-contractors have 8: ❑ Demolition working Jor mein any capa is ti . workers' comp.insurance. "-"j 9. ❑ Building addition �[No workers Gomp.-insurance,-- 5 E]We area corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions r1 La r__ nT t n 3.L.J I am a homeowner doing ail work rig„L o, exemption p eY 1vivL 11•u Phu�biu�rclrau 8 addiiiGTis myself.[No workers' comp. C. 152, §1(4),and we have no 12.❑ Roof repairs insurance required.] t employees. [No workers' 13 ❑ Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information: f t Homeowners who submit this affidavit indicating they are doing all work and then bare outside contractors must submit anew affidavit indicating such $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and their workers'comp,policy information. I am.an employer that is providing workers compensation insurance for.my employees. Below is the policy andjob site information Insurance Company Name: t�L, Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address:_ C inn Oity/State/Zip:_ Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 15.2 can lead to the imposition of criminal penalties of a fine up to$1,500,.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250,00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for in coverage on. I do hereby certify uncle a pain of p /ury that the information provided above is true and correct Si afore: Date: Phone#: 0� O Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Boprd of health 2.Building Departmetat 3.City/Town Clerk 4.Electrical inspector 5.Plumbing Ins +=char, 6.Other Contact Person: Phone#: DocsSX,942 aT-W-EDBI 3156 Ct fo 1 Meow BARNBTABLE LAIC COURT RE6IBTRY QUITCLAIM DEED I,AVIS H.JANSSON,surviving tenant by the entirety,of Cummaquid,Massachusetts for consideration of THREE HUNDRED TWENTY THOUSAND AND 00/100($320,000.00) DOLLARS paid,grant to ALAN BROWN and ERICA BROWN,husband and wife,as tenants by the entirety,of 4131 Rte. 6A,Cummaquid,MA 02637 with QUITCLAIM COVENANTS, the land together with the buildings thereon situated in Barnstable(Cummaquid),Barnstable County,Massachusetts and described as follows: LOT 2 as shown on Land Court Plan 16718-B filed in the Land Registration Office at Boston,a copy of which is filed in Barnstable Registry District of the Land Court in Land Registration Book 215, d Page 1 l3 with Certificate of Title No.27973. e I,Avis H.Janson,do hereby certify that at the time of death of my husband,Kenneth L.Jansson, �. we were still legally married,and there had been no divorce. U For title,see Certificate of Title No. 53358. WITNESS my hand and seal this Z~ day of Juif 2001. a d' M rt AVIS H.JANSSO �n 14 COMMONWEALTH OF MASSACHUSETTS b � Jul � 2 ,2001 Barnstable,ss. d �J} Then personally appeared the above-named Avis H. Janson and acknowledged the foregoing o instrument to be her free act and deed,before me a N �, L LIC My commission expires: r n a"� $ ' i REG 13F DEEDS LD i 8 REO. N 23 n x �? BARNSTABLE 107/02/01 3801PH OI r r^'v Ln Q a �c i x i FEE $1094.40 A TTRRUUE C Y,ATTEST BARNSIi�ni."s RESISTRY OF flEED8 CASH *1094.40 JOHN F.MEADE,REGISTER i Boise- Single 5-1/4" x 16" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 301 BC CALCO 9.3 Design Report- US 1 span No cantilevers 1 0/12 slope Friday,July 28,2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 3\D1 Address: 413 Main St,(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1040 Misc: z 1 16-05-00 BO,3-1/2" LL 1929.lbs 61, LL 1929 lbs Ibs DL 3252 Ibs DL 3252 Ibs SL 4186 Ibs SL 4186 Ibs Total Horizontal Product Length=16-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load(attic) Unf.Area (psf) Left 00-00-00 16-05-00 20 10 11-09-00 2 Roof Unf.Area (psf) Left 00-00-00 16-05-00 15 30 17-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 36326 ft-Ibs 56.4% 115% 2 1 -Internal Completeness and accuracy of input must End Shear 7512 Ibs 40.9% 115% 2 1 -Left be verified by anyone who would rely on Total Load Defl. U412(0.465") 58.2% 2 1 output as evidence of suitability for Live Load Defl. U631 (0.303") 57.0% 2 1 particular application.Output here based Max Defl. 0.465" 46.5% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.0 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 3-1/2"x 5-1/4" 9367 Ibs n/a 68.0% Unspecified or ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 9367 Ibs n/a 68.0% Unspecified (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, Notes ALLJOISTO,BC RIM BOARDTM BCIO, Design meets Code minimum(U BOISE GLULAMT""240)Total load deflection criteria. A SIMPLE FRAMING SYSTEM@,VERS -LAM&,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUDO are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 r BOISE, Single 5-1/4" x 9-1/2" VERSA-LAM® 3100 SP Floor Beam\Level 21D2 BC CALCO 9.3 Design Report- US 1 span No cantilevers 0/12 slope Friday,July 28, 2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 202 Address: 413 Main St(Rte 6A) Specifier: be City State,Zip: Cummaquid,Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: ." 1'' 2 1 16-05-00 r BO,3-1/2" LL 328 Ibs B1, bs DL 608 Ibs LL 328 lbs DL 608 Ibs Total Horizontal Product Length=16-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area(psf) Left 00-00-00 16-05-00 40 10 01-00-00 2 wall/windows Unf. Lin. (plf) Left 00-00-00 16-05-00 0 50 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3630 ft-Ibs 17.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 812 Ibs 8.4% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U863 (0.222") 27.8% 1 1 output as evidence of suitability for Live Load Defl. U2461 (0.078") 14.6% 1 1 particular application.Output here based Max Defl. 0.222" 22.2% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 20.2 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Post 3-1/2"x 5-1/4" 936 Ibs n/a 6.0% Unspecified ( ask questions,please call u 00)232-0788 before installation. B1 Wall/Plate 3-1/2"x 5-1/4„ 936 Ibs n/a 6.0% Unspecified BC CALCO,BC FRAMER@,AJSTM, Cautions ALLJOISTO, BC RIM BOARD-,BCIO, BOISE GLULAMT" SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEM@,VERSA-LAM@,VERSA-RIM PLUS@,VERSA-RIMO, Notes VERSA-STRAND@,VERSA-STUD@ are Design meets Code minimum (U240)Total load deflection criteria. trademarks of Boise Wood Products, Design meets Code minimum(U360) Live load deflection criteria. L.L.C. Design meets arbitrary(1") Maximum load deflection criteria. Page 1 of 1 i BOISE" Single 5-1/4" x 9-1/2" VERSA-LAM® 3100 SP Floor Beam\Level 1\D3 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Friday, July 28,2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 103 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: ' ✓� '1.- /r/i �r t fir.. a .� � ..._ 3 ".S, ,AY •RS 10-07-00 BO,3-1/2" LL423lbs B1,LL 423 lbs Ibs DL 1130 Ibs DL 1259 Ibs SL 212 Ibs SL 212 Ibs Total Horizontal Product Length=10-07-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 10-07-00 40 10 01-04-00 2 wall Unf. Lin. (plf) Left 00-00-00 10-07-00 0 80 n/a 3 attic Unf.Area (psf) Left 00-00-00 10-07-00 20 10 01-04-00 4 Gable Trapezoidal (plf) Left 00-00-00 0 50 n/a 10-07-00 0 120 n/a 5 Roof Unf.Area(psf) Left 00-00-00 10-07-00 15 30 01-04-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3919 ft-Ibs 18.7% 100% 1 1 - Internal Completeness and accuracy of input must End Shear -1317 Ibs 13.7% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U1126 (0.108") 21.3% 2 1 output as evidence of suitability for Live Load Defl. U3212(0.038") 11.2% 2 1 particular application.Output here based Max Defl. 0.108" 10.8% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 12.8 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 3-1/2"x 5-1/4" 1765 Ibs n/a 11.3% Unspecified ( ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 1894 Ibs n/a 12.1% Unspecified 00)232-0788 before installation. BC CALCO, BC FRAMER@,AJS-, Notes ALLJOISTO,BC RIM BOARD-, BCIO, BOISE GLULAMTM" SIMPLE FRAMING Design meets Code minimum.(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRANDS,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. Page 1 of 1 I BOs$E- Single 5-1/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\Level 11D4 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Friday,July 28,2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 104 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1040 Misc: 1 ON ,. . 16-05-00 BO,3-1/2" B1,3-1/2" LL 2463 Ibs LL 2463 Ibs DL 760 Ibs DL 760 Ibs Total Horizontal Product Length=16-05-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load (deck) Unf.Area(psD Left 00-00-00 16-05-00 60 15 05-00-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 12496 ft-Ibs 39.2% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 2719 lbs 23.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U490(0.391") 49.0% 1 1 output as evidence of suitability for Live Load Defl. U641 (0.299") 56.2% 1 1 particular application.Output here based Max Defl. 0.391" 39.1% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 16.1 n/a 1 Installation of BOISE engineered wood products must be in accordance with %.Allow %Allow current Installation Guide and applicable Bear_ing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 3-1/2"x 5-1/4" 3222 Ibs n/a 23.4% Unspecified ( ask questions,please call B1 Wall/Plate 3-1/2"x 5-1/4" 3222 Ibs n/a 23.4% Unspecified 00)232-0788 before installation. BC CALCO,BC FRAMER@,AJSTM, Notes ALLJOISTO, BC RIM BOARD-,BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEMS,VERSA-LAM@,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS@,VERSA-RIMO, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND@,VERSA-STUD@ are trademarks of Boise Wood Products, L.L.C. II Page 1 of 1 BQi$IE- Single 9-1/2" AJSTM 20 MSR Joist\Level 1\D5 BC CALC®9.3 Design Report-US 1 span I No cantilevers 0/12 slope Friday,July 28, 2006 12:22 Build 047 16"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 105 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 09-10-14 BO B1,2-3/4" LL 390 Ibs LL 403 Ibs DL 97 Ibs DL 101 Ibs Total Horizontal Product Length=09-10-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 09-10-14 60 15 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1186 ft-Ibs 34.9% 100% 1 1 - Internal Completeness and accuracy of input must End Reaction 487 Ibs 42.6% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. L/1206(0.097") 19.9% 1 1 output as evidence of suitability for Live Load Defl. L/1507 (0.078") 31.8% 1 1 particular application.Output here based Max Defl. 0.097" 9.7% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 12.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load 2"x 2-1/2" 487 Ibs 62.4% n/a IUT310 (8 ask questions,please call B1 Post 2-3/4"x 2-1/2" 504 Ibs n/a n/a Unspecified 0o)232-o78s before installation. BC CALC®,BC FRAMER®,AJSTM', Cautions ALLJOISTO,BC RIM BOARD- BCI®, Header for the hanger IUT310 at BO is a Single 1-3/4"x 11-7/8"VERSA-LAM®3100 SP. BOISE GLULAMT"" SIMPLE FRAMING SYSTEM®,VERSA-LAM®,VERSA-RIM Hanger IUT310 requires 8 10d x 1-1/2"face nails, 2 10d x 1-1/2"joist nails. PLUS®,VERSA-RIM®, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(L/240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 BQiSIE" Single 11-7/8" AJSTm 20 MSR Joist\Level 106 BC CALCO 9.3 Design Report- US 2 spans I No cantilevers 1 0/12 slope Friday,July 28, 2006 12:22 Build 047 16"OCS Repetitive I Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 106 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 H� Ir ow �. 16-04-14 16-04-05 BO,6-7/8" B1 4" B2,3-1/16" LL 410 Ibs LL 1400 Ibs LL 387 Ibs DL 99 Ibs DL 645 Ibs DL 73 Ibs Total Horizontal Product Length=32-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 32-09-03 40 10 16" 2 wall Conc. Lin. (plf) Left 15-05-00 15-05-00 0 160 16" 3 attic Conc. Lin. (plf) Left 15-05-00 15-05-00 250 125 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1691 ft-Ibs 38.4% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2460 ft-Ibs 55.9% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 443 Ibs 38.8% 100% 16 2-Right output as evidence of suitability for Int. Reaction 2022 Ibs 69.0% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 1342 Ibs 90.1 /0 100/0 1 1 -Right 0.185" 23.2% 14 1 properties and analysis methods. Total Load Defl. U1034 (0.185 ) Installation of BOISE engineered wood Live Load Defl. U1265(0.151") 37.9% 14 1 products must be in accordance with Total Neg. Defl. -0.059" 11.7% 14 2 current Installation Guide and applicable Max Defl. 0.185" 18.5% 14 1 building codes.To obtain Installation Guide Span/Depth 16.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER®,AJSTA1, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO, BC RIM BOARD-, BCI®, BO Wall/Plate 6-7/8"x 2-1/2" 509 Ibs n/a n/a Unspecified BOISE GLULAMTM" SIMPLE FRAMING B1 Beam 4"x 2-1/2" 2045 Ibs 48.1% n/a Spruce-Pine-Fir SYSTEM@,VERSA-LAM®,VERSA-RIM B2 Beam 3-1/16"x 2-1/2" 460 Ibs 14.1% n/a Spruce-Pine-Fir PLUS VERSA-RIM®, p VERSH-STRAND®,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 nois M Single 11-7/8" AJSTm 20 MSR Joist\Level 11D7 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Friday,July 28,2006 12:22 Build 047 16"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 107 I' Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: j Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: N2 3 ., r� r 18-04-14 16-04-05 BO,6-7/8" B1,4" B2,3-1/16" LL 577 Ibs LL 1521 Ibs LL 390 Ibs DL 205 Ibs DL 585 Ibs DL 39 Ibs Total Horizontal Product Length=34-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 34-09-03 40 10 16" 2 wall Conc. Lin. (plf) Left 11-04-14 11-04-14 0 100 16" 3 attic Conc. Lin. (plf) Left 11-04-14 11-04-14 350 175 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 4200 ft-Ibs 95.5% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -3937 ft-Ibs 89.5% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 745 Ibs 53.7% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 2084 lbs 71.2% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 1313 Ibs 88.1 /0 100/0 1 1 -Right properties and analysis methods. Uplift 82 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U412 (0.521") 58.3% 14 1 products must be in accordance with Live Load Defl. U590 (0.364") 81.4% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.156" 31.3% 14 2 building codes.To obtain Installation Guide Max Defl. 0.521" 52.1% 14 1 or ask questions,please call Span/Depth 18.1 n/a 1 (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO, BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Wall/Plate 6-7/8"x 2-1/2" 783 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 4"x 2-1/2" 2106 Ibs 49.6% n/a Spruce-Pine-Fir PLUS VERSA-RIM®, B2 Beam 3-1/16"x 2-1/2" 430 Ibs 13.2% n/a Spruce-Pine-Fir VERSH-STRAND®,VERSA-STUDs,are P trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 82 Ibs found at span 2-Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 I BQi$EM Double 11-7/8" AJSTm 20 MSR Joist\Level 1\D8 BC CALCO 9.3 Design Report-US 1 span I No cantilevers 0/12 slope Friday,July 28, 2006 12:22 Build 047 16"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 108 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 1 N,•,fulij/ f _ l ;, ��.Ccl l ,r, e .� ✓ard< y Fiy 'i.. .,irr., •,�� r. ...<�apop ... Pu 16-04-14 BO,6-7/8" B1,3-1/16" LL 469 Ibs LL 854 Ibs DL 386 Ibs DL 818 Ibs Total Horizontal Product Length=16-04-14 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 126% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 16-04-14 40 10 16" 2 Conc. Pt. (Ibs) Left 15-05-00 15-05-00 448 335 n/a 3 Unf. Lin. (plf) Left 04-06-14 15-05-00 0 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3978 ft-Ibs 45.2% 100% 1 1 -Internal Completeness and accuracy of input must End Reaction 1656 Ibs 72.4% 100% 1 1 - Right be verified by anyone who would rely on Total Load Defl. U741 (0.254") 32.4% 1 1 output as evidence of suitability for Live Load Defl. U1594 (0.118") 30.1% 1 1 particular application.Output here based Max Defl. 0.254" 25.4% 1 1 on building code-accepted design properties and analysis methods. Span/Depth 15.9 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Wall/Plate 6-7/8"x 5" 855 Ibs n/a n/a Unspecified or ask questions,please call B1 Beam 3-1/16"x 5" 1673 Ibs 25.7% n/a Spruce-Pine-Fir (800)232-0788 before installation. BC CALCO,BC FRAMER®,AJS-, Notes ALLJOISTO, BC RIM BOARD- BCIO, BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets User specified (U480) Live load deflection criteria. PLUS®,VERSA-RIM@, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are Composite El value based on 23/32"thick sheathing glued and nailed to joist. trademarks of Boise wood Products, L.L.C. Page 1 of 1 80iSE- Single 11-7/8" AJSTm 20 MSR Joist\Level 11D9 BC CALCO 9.3 Design Report-US 2 spans I No cantilevers 10112 slope Friday,July 28,2006 12:22 Build 047 16"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 109 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: � � �, l � � � ll � lllll � ll � llil � l � l 16-04-14 16-04-05 BO,6-7/8" B1 4" B2,3-1/16" LL 414 Ibs LL 1514 Ibs LL 387 Ibs DL 97 Ibs DL 600 Ibs DL 75 Ibs Total Horizontal Product Length=32-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 32-09-03 40 10 16" 2 header pt load Conc. Pt. (Ibs) Left 15-05-00 15-05-00 448 335 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1708 ft-Ibs 38.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2491 ft-Ibs 56.6% 100% 1 1 -Right be verified by anyone who would rely on 0 0 output as evidence of suitability for End Reaction 445 Ibs 38.9/0 100/0 16 2- Right P Y Int. Reaction 2092 Ibs 71.4% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 1410 Ibs 94.6% 100/0 1 1 -Right properties and analysis methods. Total Load Defl. U1020(0.187 ) 23.5/0 14 1 Installation of BOISE engineered wood Live Load Defl. U1232(0.155") 39.0% 14 1 products must be in accordance with Total Neg. Defl. -0.061" 12.1% 14 2 current Installation Guide and applicable Max Defl. 0.187" 18.7% 14 1 building codes.To obtain Installation Guide Span/Depth 16.1 n/a 1 or ask questions,please call (800)232-0788 before installation. %Allow %Allow BC CALCO,BC FRAMER@,AJSTM, Bearing Supports Dim.(L x W) Value Support Member Material ALLJOISTO, BC RIM BOARD-,BCIO, BO Wall/Plate 6-7/8"x 2-1/2" 511 Ibs n/a n/a Unspecified BOISE GLULAM- SIMPLE FRAMING B1 Beam 4"x 2-1/2" 2114 Ibs 49.7% n/a Spruce-Pine-Fir SYSTEM@,VERSA-LAM@,VERSA-RIM B2 Beam 3-1/16"x 2-1/2" 462 Ibs 14.2% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, p VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified(U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noism- Single 11-7/8" AJSTM 20 MSR Joist\Level 1XD10 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Friday,July 28,2006 12:22 Build 047 12"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1010 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 PIT, W, m F1. s r a..w,,..� , i�, .t, ,,,r r 18-04-14 16-04-05 BO,6-7/8" B1,4" B2,3-1/16" LL 341 Ibs LL 1204 Ibs LL 293 Ibs DL 82 Ibs DL 489 Ibs DL 52 Ibs Total Horizontal Product Length=34-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 34-09-03 40 10 12" 2 wall Conc. Lin. (plf) Left 17-05-00 17-05-00 0 100 12" 3 attic Conc. Lin. (plf) Left 17-05-00 17-05-00 350 175 12" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1583 ft-Ibs 36.0% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -2125 ft-Ibs 48.3% 100% 1 2-Left be verified by anyone who would rely on End Reaction 332 Ibs 29.0% 100% 16 2-Right output as evidence of suitability for Int. Reaction 1676 Ibs 57.2% 100% 1 1 -Right particular application.Output here based Cont. Shear 1148 Ibs 77.1% 100% 1 1 -Right on building code-accepted design g properties and analysis methods. Uplift 10 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U984(0.218") 24.4% 14 1 products must be in accordance with Live Load Defl. U1202(0.179") 39.9% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.067" 13.3% 14 2 building codes.To obtain Installation Guide Max Defl. 0.218" 21.8% 14 1 or ask questions,please call Span/Depth 18.1 n/a 1 (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM' %Allow %Allow ALLJOISTO, BC RIM BOARD-, BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAMTM,SIMPLE FRAMING BO Wall/Plate 6-7/8"x 2-1/2" 423 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM 61 Beam 4"x 2-1/2" 1692 Ibs 39.8% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, P VERSA-STRAND®,VERSA-STUD®are B2 Beam 3-1/16"x 2-1/2" 345 Ibs 10.6% n/a Spruce-Pine-Fir trademarks of Boise wood Products, L.L.C. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 801SE- Single 11-7/8" AJSTm 20 MSR Joist\Level 11D11 BC CALCO 9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Friday,July 28, 2006 12:22 Build 047 16 OCS I Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1\D11 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 FV If racl ,1 c � �iiauxm riux `:,ram 18-04-14 16-04-OS 130,6-7/8" 131,4" B2,3-1/16" LL 532 Ibs LL 1562 Ibs LL 390 Ibs DL 169 Ibs DL 618 Ibs DL 43 Ibs Total Horizontal Product Length=34-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 34-09-03 40 10 16" 2 wall Conc. Lin. (plf) Left 13-03-14 13-03-14 0 100 16" 3 attic Conc. Lin. (plf) Left 13-03-14 13-03-14 350 175 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 3336 ft-Ibs 75.8% 100% 14 1 - Internal Completeness and accuracy of input must Neg. Moment -3803 ft-Ibs 86.4% 100% 1 1 -Right be verified by anyone who would rely on End Reaction 663 Ibs 47.8% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 2158 Ibs 73.7% 100% 1 1 -Right particular application.Output here based Cont. Shear 1395 Ibs 93.6% 100% 1 1 -Right on building code-accepted design properties and analysis methods. Uplift 74 Ibs n/a 14 2- Right Installation of BOISE engineered wood Total Load Defl. L/475 (0.452") 50.6% 14 1 products must be in accordance with Live Load Defl. L/660(0.325") 72.7% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.148" 29.6% 14 2 building codes.To obtain Installation Guide Max Defl. 0.452" 45.2% 14 1 or ask questions, please call Span/Depth 18.1 n/a 1 (800)232-0788 before installation. BC CALCO, BC FRAMER®,AJS-, %Allow %Allow ALLJOISTO,BC RIM BOARD M, BCI®, Bearing Supports Dim.(L x W) Value Support Member Material BOISE GLULAM-,SIMPLE FRAMING BO Wall/Plate 6-7/8"x 2-1/2" 701 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 4"x 2-1/2" 2180 Ibs 51.3% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are B2 Beam 3-1/16"x 2-1/2" 433 Ibs 13.3% n/a Spruce-Pine-Fir trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 74 Ibs found at span 2-Right. Notes Design meets Code minimum(L1240)Total load deflection criteria. Design meets User specified (L/480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 80iSE- Single 11-7/8" AJSTM 20 MSR Joist\Level 11D12 BC CALC®9.3 Design Report-US 2 spans I No cantilevers 1 0/12 slope Friday,July 28,2006 12:22 Build 047 16"OCS Repetitive Glued&nailed construction File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1\D12 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ESR-1144 Misc: 3 2 ewtiH� v , 18-04-14 16-04-05 BO,6-7/8" B1,4" B2,3-1/16" LL 492 Ibs LL 1590 Ibs LL 390 Ibs DL 139 Ibs DL 640 Ibs DL 52 Ibs Total Horizontal Product Length=34-09-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% OCS 1 Standard Load Unf.Area(psf) Left 00-00-00 34-09-03 40 10 16" 2 wall Conc. Lin. (plf) Left 15-02-08 15-02-08 0 100 16' 3 attic Conc. Lin. (plf) Left 15-02-08 15-02-08 350 175 16" Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 2673 ft-Ibs 60.8% 100% 14 1 -Internal Completeness and accuracy of input must Neg. Moment -3483 ft-Ibs 79.2% 100% 1 1 - Right be verified by anyone who would rely on End Reaction 593 Ibs 42.7% 100% 14 1 -Left output as evidence of suitability for Int. Reaction 2208 Ibs 75.4% 100% 1 1 -Right particular application.Output here based 0 0 on building code-accepted design Cont. Shear 1464 Ibs 98.3/0 100/0 1 1 -Right properties and analysis methods. Uplift 54 Ibs n/a 14 2-Right Installation of BOISE engineered wood Total Load Defl. U576 (0.373") 41.7% 14 1 products must be in accordance with Live Load Defl. U763 (0.282") 62.9% 14 1 current Installation Guide and applicable Total Neg. Defl. -0.127" 25.5% 14 2 building codes.To obtain Installation Guide Max Defl. 0.373" 37.3% 14 1 or ask questions, please call Span/Depth 18.1 n/a 1 (800)232-0788 before installation. BC CALC®, BC FRAMER®,AJSTM, %Allow %Allow ALLJOISTO,BC RIM BOARD-,BCI®, Bearing Supports Dim.(L x W) Value Support Member . Material BOISE GLULAMTM',SIMPLE FRAMING BO Wall/Plate 6-7/8"x 2-1/2" 631 Ibs n/a n/a Unspecified SYSTEM®,VERSA-LAM®,VERSA-RIM B1 Beam 4"x 2-1/2" 2230 Ibs 52.5% n/a Spruce-Pine-Fir PLUS®,VERSA-RIM®, P VERSA-STRAND®,VERSA-STUD®are B2 Beam 3-1/16"x 2-1/2" 442 Ibs 13.6% n/a Spruce-Pine-Fir trademarks of Boise Wood Products, L.L.C. Cautions Uplift of 54 Ibs found at span 2- Right. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets User specified (U480) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Composite El value based on 23/32"thick sheathing glued and nailed to joist. Page 1 of 1 noises Double 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP Floor Beam\Level 1ID13 BC CALCO 9.3 Design Report-US 1 span No cantilevers 0/12 slope Friday,July 28, 2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1013 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: iklow i., r a ,N 03-03-00 BO 61 LL 1056 Ibs LL 1056 Ibs DL 588 Ibs DL 588 Ibs Total Horizontal Product Length=03-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 03-03-00 40 10 07-06-00 2 wall Unf. Lin. (plf) Left 00-00-00 03-03-00 0 100 n/a 3 attic Unf.Area(psf) Left 00-00-00 03-03-00 20 10 17-06-00 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 1336 ft-Ibs 6.3% 100% 1 1 - Internal Completeness and accuracy of input must End Shear 643 Ibs 8.0% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U15002 (0.003") 1.6% 1 1 output as evidence of suitability for Live Load Defl. U23349 (0.002") 1.5% 1 1 particular application.Output here based Max Defl. 0.003" 0.3% 1 1 on building code-accepted design Span/Depth 3.3 n 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 1644 Ibs n/a n/a Hanger (8 ask questions,please call B1 Hanger Load n/a 1644 Ibs n/a n/a Hanger 00)232-0788 before installation. BC CALCO, BC FRAMERO,AJST°, Cautions ALLJOISTO, BC RIM BOARD- BCIO, BOISE GLULAMT"' SIMPLE FRAMING Header for the hanger at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 3100 SP. SYSTEM@,VERSA-LAM®,VERSA-RIM Header for the hanger at B1 is a Double 1-3/4"x 11-7/8"VERSA-LAW 3100 SP. PLUS@,VERSA-RIMS, VERSA-STRAND@,VERSA-STUD@ are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram b�— d a c a minimum=2" c=7-7/8" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 r BONSISn Double 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP Floor Beam\Level 11D14 BC CALC@ 9.3 Design Report-US 1 span No cantilevers 0/12 slope Friday, July 28,2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1014 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 22 03-03-00 BO B1 LL 436 Ibs LL 436 Ibs DL 128 Ibs DL 128 Ibs Total Horizontal Product Length=03-03-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 03-03-00 40 10 06-08-08 Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 458 ft-Ibs 2.2% 100% 1 1 -Internal Completeness and accuracy of input must End Shear 221 Ibs 2.7% 100% 1 1 -Left be verified by anyone who would rely on Total Load Defl. U43724 (0.001") 0.5% 1 1 output as evidence of suitability for Live Load Defl. U56560(0.001") 0.6% 1 1 particular application.Output here based Max Defl. 0.001" n/a 1 1 on building code-accepted design properties and analysis methods. Span/Depth 3.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Hanger Load n/a 564 Ibs n/a n/a Hanger or ask questions, please call B1 Hanger Load n/a 564 Ibs n/a n/a Hanger (800)232-0788 before installation. BC CALC®, BC FRAMER@,AJSTM, Cautions ALLJOISTO,BC RIM BOARD TM BCIO, BOISE GLULAMT" SIMPLE FRAMING Header for the hanger at BO is a Double 1-3/4"x 11-7/8"VERSA-LAM®3100 SP. SYSTEM®,VERSA-LAM@,VERSA-RIM Header for the hanger at 61 is a Double 1-3/4"x 11-7/8"VERSA-LAM@ 3100 SP. PLUS@,VERSA-RIM@, VERSA-STRAND@,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum(U240)Total load deflection criteria. L.L.C. Design meets Code minimum (U360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram b d a c •4 • a minimum=2" c=7-7/8" b minimum=3" d= 12" Member has no side loads. Connectors are: 16d Sinker Nails Page 1 of 1 BOISE- Double 1-3/4" x 11-7/8" VERSA-LAM® 3100 SP Floor BeamlLevel 11D15 BC CALC®9.3 Design Report-US 1 span No cantilevers 1 0/12 slope Friday,July 28,2006 12:22 Build 047 File Name: St Peter Brown.BCC Job Name: Brown Description: Level 1015 Address: 413 Main St(Rte 6A) Specifier: be City, State,Zip: Cummaquid, Ma Designer: Customer: Sturgis St Peter Company: Shepley Wood Products Code reports: ICBO 5512, NER 629 Misc: 3 4 UO 18-07-03 BO,8" B1,3-3/16" LL 1167 Ibs LL 1317 Ibs DL 1034 Ibs DL 946 Ibs Total Horizontal Product Length=18-07-03 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-07-03 40 10 01-04-00 2 D14 Conc. Pt. (Ibs) Left 03-06-00 03-06-00 436 125 n/a 3 D13 Conc. Pt. (Ibs) Left 13-05-00 13-05-00 1056 585 n/a 4 wall Unf. Lin. (plf) Left 00-00-00 13-05-00 0 60 n/a Controls Summary Value %Allowable Duration Load Case Span Location Disclosure Pos. Moment 10385 ft-Ibs 48.8% 100% 1 1 -Internal Completeness and accuracy of input must End Shear -2164 Ibs 26.9% 100% 1 1 -Right be verified by anyone who would rely on Total Load Defl. U352(0.606") 68.1% 1 1 output as evidence of suitability for Live Load Defl. U645(0.331") 55.8% 1 1 particular application.Output here based Max Defl. 0.606" 60.6% 1 1 on building code-accepted design Span/Depth 0.60 Na 1 properties and analysis methods. P p Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide 8 BO Wall/Plate 8"x 3-1/2" 2202 Ibs n/a 9.3% Unspecified ( ask questions,please call B1 Beam 3-3/16"x 3-1/2" 2263 Ibs 48.2% 24.1% Spruce-Pine-Fir 00)232-0788 before installation. BC CALC®,BC FRAMER®,AJS-, Notes ALLJOIST®, BC RIM BOARD-, BCIO, BOISE GLULAMT"' SIMPLE FRAMING Design meets Code minimum(U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary (1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, Connection Diagram L.L.C. b d a c a minimum=2" c=7-7/8" b minimum= 3 d= 12 Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Sinker Nails Page 1 of 1 Town of Barnstable Regulatory Services • BAMSTABLE. " v MAM. �, Thomas F. Geiler, Director �A .i639 �0 lE1639 Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 11, 2008 Mr. & Mrs. Alan Brown 4131 Main St. Rte. 6A PO Box 112 Cummaquid, MA 02637 Re: 4131 Main St. Dear Mr. and Mrs. Brown, The purpose of this letter is to remind you of the August 22 expiration of your temporary Certificate of Occupancy. Please be advised that if the work is not finished on or before that date, you will be in violation of the State Building Code, the zoning ordinances of the Town of Barnstable, and the requirements of the Old King's Highway Committee. If you have any questions, please do not hesitate to call this office. Sincerely, Paul Roma Local Inspector �4 l . 114EhL TOWN OF BARNSTABLEBuilding Application Ref: 20063148 aAxxST"I E, Issue Date: 08/13/07 Permit 9 MASS: �prF�339. A� Applicant: BROWN,ALAN&ERICA Permit Number: B 20071931 Proposed Use: SINGLE FAMILY HOME Expiration Date: 02/10/08 Location 4131 MAIN ST./RTE 6A(BARN.) Zoning District RF-2 Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 351050 Permit Fee$ 25.00 Contractor PROPERTY OWNER Village BARNSTABLE App Fee$ 100.00 License Num OWNER Est Construction Cost$ 400,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND SINGLE FAMILY HOME WITH 3 BEDROOMS THIS CARD MUST BE KEPT POSTED UNTIL FINAL L INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: BROWN,ALAN u ERICA BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: P.O. BOX 112 INSPECTION HAS BEEN MADE. CUMMAQUID, MA 02637 Application Entered by: SS Building Permit Issued By: THIS,PERMIT CONVEYS.NO.RIGHT•TO OCCUPY ANY STREET.;ALLY OR SIDEWALKOR'AN ART THE EiTHER TEMPORARIL R PERMANENTLY: ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING G E,MQST.BE APPROVED B .THE JURISDICTION. STREET.OR.ALLY,GRADES(AS,WELL AS:DEPTH AND LOCATION OF.PUBLIC.SEWERS MAY BEOBTAINED FROM THE DEPARTMENT'OFTUBLIC WORKS. TH°E 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 CONTSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 3.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 4.PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH). 5.INSULATION. 6.FINAL INSPECTION BEFORE OCCUPANCY. WHERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS. WORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth.in MGL c.142A). BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS' 1 1 � Il 00, l � 3 1 U� '� —Z7 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 `� F oar of a 0 ' �j Town of Barnstable f Building Department - 200 Main Street 9 S& * Hyannis, MA 02601 f6.39. (508) 862-4038 Certificate of Occupancy TEMP C00 Application 20063148 CO Number: 20080133 Parcel ID: 351050 CO Issue Date: 07/07/08 Location: 4131 MAIN STATE 6A(BARN.) Zoning Classification: RESIDENCE F-2 DISTRICT Owner: BROWN, ALAN & ERICA Proposed Use: P.O. BOX 112 CUMMAQUID, MA 02637 Gen Contractor: PROPERTY OWNER Permit Type: RES TEMP CERT OF OCCUPANCY Comments: 45 DAY TEMP C.O. EXPIRES ON 8122108 — 7 0 Building Department Signature Date Signed I Town of Barnstable -Historic Preservation Division STAB Old King's Highway Historic District Committee 9� MAffi. � 200 Main Street, Hyannis, Massachusetts 026011639. r, '°rfnn�a+°i (508) 862-4787 Fax (508) 862-4725 11 G) August 5, 2008 y- Thomas Perry, Building Commissioner ' 200 Main St �p Hyannis, MA 02601 U Un Re: Allen and Erica Brown 4131 Main Street, Barnstable Dear Mr. Perry Please be informed that the OKH is most concerned that the owners at the above property not receive an Occupancy Permit, or any extension of the existing, Temporary Occupancy Permit. The work that was agreed to by the Old Kings Highway Committee and the applicants, the Browns, has not been done. The Browns have not complied with the plans that they submitted and were approved, and then repeatedly modified after the fact, because of their lack of conformance to the various, revised plans, for three out of the four building elevations. This is despite repeated assurances from the Brown's to the Committee in person at meetings and in writing, that they would comply with their own most recent approved plan revisions. Because of these on-going problems we had requested, most recently in a memo dated July 1, 2008, that no Occupancy Permit be issued until the work had been completed according to the most recent approved plan submissions. However, despite this request, a Temporary Occupancy permit was issued; there should be no extension of this Temporary Occupancy Permit, and no Occupancy Permit issued until all of the work has been completed according to the last revisions to the approved plans dated May 28, 2008. Work outstanding includes construction of the chimney, shown on all approved and revised plans, grills for windows, and deck and staircase. This letter was reviewed and approved by the Old Kings Highway Committee, at the meeting of August 13, 2008 i r ly Patricia An rs n, Chairman r CC: Thomas Geiler, Director, Regulatory Services Patricia Daley,Director GMD John Klimm,Town Manager James Wilson,Attorney for the Regional Old Kings Highway Commission. Tom Perry Paul Roma Town Office Building 200 Main Street Hyannis,MA 02601 July 7,2008 Gentlemen: This letter is to confirm that the work required on our home at 4131 Rt. 6A,Cummaquid, MA by the Old Kings Highway Committee will be completed in 45 days(or less)from the above date. Specifically we have: 1. completed construction on the centerline chimney and are in the process of securing a mason to install red brick to the exterior of the chimney. Weather permitting,we should have the brick finished within two weeks time. 2. ordered and paid for grills from Morse Lumber, Wareham,MA,for the windows, doors and sliders as specified in the plan approved by Old Kings Highway Committee. Morse Lumber anticipates the grills should be arriving in the next week or two. Thank you for your attention, Erica Janson Brown Alan E. Brown D E C E W E Erica J. Brown P.O.Box 112 MAR 26 2008 Cummaquid, MA 02637 508.362.2465 TOWN OF BARNSTABLE HISTORIC PRESERVATION March 24, 2008 Barnstable Old Kings Highway Board: As you know we are rebuilding our home at 4131 Main Street, Cummaquid, MA that was destroyed by fire March 21, 2005. The destroyed house was built by Kenneth Jansson (Erica's father) in the early 1970's (prior to the inception of the Old Kings Highway Board). It was used as a commercial property and a private residence for the Jansson family. The home featured many commercial architectural features, plainly visible from the public way, that were clearly not in keeping with the Old Kings Highway design mandates. The original house also featured active and passive solar home components on the private, south-side of the house that were not visible from the public way, but were plainly visible to the abutters on either side of the house. Once we acquired the home in 2001 from Erica's widowed mother, Avis Jansson, we came before this board to seek approval to do extensive renovation, at considerable expense, to improve the look of the North, East, and West sides of the home. (See before and after photos). When the fire struck, the public sides of the house were clearly a far cry from the architectural demands of this board, and while our lawyer has advised us that we were certainly with our rights to repair/rebuild the existing house, we chose to completely alter the house to fit in with the architectural design you desire. We also, chose to retain the active/passive solar features of our home since they are not visible from any public way. The Board gave approval to our design in 2006 with no concerns. After construction began, we asked our contractor, St. Peter Builders, to enhance the passive solar performance of our house by adding more windows to the ground floor. Shortly thereafter the builder stated that he had obtained your approval for the modifications, and building commenced. The builder walked off the job, nearly a year ago, taking a significant portion of unearned money with him. It has taken us almost that long to restart construction. We were shocked to learn that the builder had lied about getting approval your approval for the basement floor modifications. While one board member stated in the March 12 meeting that it was our responsibility to secure prior approval for modifications, it is important for you to note that we never intended to deceive the Board or anyone else. You denied the plans we submitted for the private, back of the home (which is not visible from any public way) and stated that we would need to submit a new plan to be approved for an occupancy permit. Enclosed please find revised plans for the back of our property, modified from those presented at the March 12 meeting. At that meeting your board approved our plans for the front and both sides of our home. The alterations you demanded we make to the South side are unreasonable because: 1. The private, south side of the house is not visible from the public way so Old Kings Highway has no jurisdiction on the design to our private side. 2. The changes you demanded would destroy approximately 50% of the total solar gain of the house, and 100% of the solar gain in one fourth of the house. Your own guidelines clearly require you to consider alternative energy features in a different (more lenient) light. 3. The previous house had extensive solar features which we were in our rights to replace. 4. The previous house had extensive nonconforming features which we were in our rights to replace with the rebuild. As you know, one abutter, who can see the private back of our house from the middle of of her back yard, complained. We are very sorry that this situation has occurred—it was never our intent to deceive this Board or anyone else. The fact that you would deny our design for the private back of our house is ludicrous and in violation of our property rights. This abutter has no more right to demand changes in our private parts of our house, than we have to demand that she change the non-public exteriors of her house that we deem esthetically inappropriate (there are several). In spite of our position that we should not have to make any changes in the private, non- public, south side of our house we are willing to make the following changes to appease this abutter. We have added a significant number of window grates, a more traditional wooden deck railing (replacing the modern cable rail found on the original approved plan), and additional shrubs on the back of the house. This constitutes a great deal of mitigation on our part, at considerable expense, solely to appease this abutter. We are also prepared to erect a 6' fence on the east side of the property to block the offensive, private parts of the abutter's home from our view(and obviously vice-versa). As stated above, Old King's Highway Board has no jurisdiction over the back of our home which is not visible from a public way. Beyond that,the board's own guidelines require reasonable consideration of alternative energy features. Our new home is in keeping with the character of the Old Kings Highway and has received hundreds of complements from people who have passed by it. It in no way violates the design dictates of the Board, and should be given your full approval at this time Sincerely: Alan and Erica Brown i P.O.Box 54 Bamstable,MA 02630 508-362-3486 \ stpeterbuilders@msn.com - I C.; May 11, 2008 Town of Barnstable Building Department c/o Jack LeBouef 200 Main Street Hyannis, MA 02601 Dear Mr. LeBouef, I submit this letter as a follow up to your phone call yesterday regarding the past Old King's Highway meeting. I downloaded the Old King's Highway video from the Town of Barnstable website and I must clarify my position. The first change to the original plans was to swap out four(4)awning windows for four(4)double hung windows. I submitted a minor modification application,went before the board,and was granted the changes.This took approximately 3'/2 weeks.As the frame was coming together, Erica Brown began taking solar energy classes and recognized that the lower level could become more living area and provide more solar. Discussions to change the lower level for more passive solar gain evolved into loading the wall with four(4)12'sliders. At this time 1 advised the Browns that I had to go back to Old King's Highway for a modification. Mrs. Brown told me that they could not afford another four week set back and the rear elevation was not visible from 6A. She told me to order the doors and not apply for modifications. Addressing the Certificate for Occupancy,you and I had a discussion just prior to my frame inspection in early 2007.At that time you informed me that you could not issue me a Certificate of Occupancy due to numerous changes to the original plan and that you needed a new plan reflecting all changes so your file was accurate. I informed the Browns to this request but apparently the updated plan took over a year to secure. In conclusion I would like a copy of this letter forwarded to the Old King's Highway Board. I have been in business over thirty years. I go before the various Town OKH boards numerous times per year. I know what the Boards expect and require and advise my clients accordingly. If a client wishes to make decisions against my advice,this then releases me and exposes the client to potential repercussions. If you would like to discuss this at any time, please don't hesitate to contact me. I thank you for your time. Sincere i Stu r Is . I� oFt Town of Barnstable Regulatory Services * BARNSTABLE, 9 MAss. Thomas F. Geiler, Director ni o Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 February 22, 2008 The Commonwealth of Massachusetts Department of Public Safety Board of Building Regulations And Standards One Ashburton Place, Room 1301 Boston, MA 02108-1618 r Contractor's name: Sturgis St. Peter HIC/CSL#: 100390/014501 Property Address: f 4131 Rt. 6A Cummaquid MA Complaint Number: 2007-397 Dear Board: Your request for documentation regarding the above Contractor and address is enclosed. Very trul urs, Thomas Perry, CBO Building Commission i ` S — n� Kevin Burke Secretary {7 • (/�( � tG4l�(.GG�� Thomas G. ne P.E. e!/ Commissioner v✓ /X� G%l2ll Gary Moccia P.E. Deval L.Patrick . LG2 �e2 %IZQi O Chairman. Govemor. e. / 9ZPi � 1 ,. XVY Stanley Shuman,P.E. Timothy P.Murray '' Vice Chairman Lieutenant Governor, Thomas Perry 367 Main Street Wednesday,February 13,2008 Barnstable MA 02601 Contractor's name: Sturgis St.Peter HIC/CSL#: 100390 / Property Address: 4131 Rt. 6A Cummaquid MA Complainant: Erica Brown Complaint Number: 2007-397 Greetings: Please be advised that the Board of Building Regulations and Standards has received a complaint against the above-listed registrant. Your immediate attention to this matter is requested. In order to assist the Board iri its investigation of the complaint,kindly forward any documentation relative to the above-listed property that you have in your possession to the Board. Please reference the complaint number and registrant in your reply. Kindly refer to the Department of Public Saftety website(www.mass.gov/dps)for answers to any questions you may have about this matter or the complaint procedure in general. You will be notified in writing should your appearance at a hearing become necessary. Thank you in advance for your invaluable assistance. Very truly yours, BOARD OF BUILDING REGULATIONS AND STANDARDS r ND: R�c2+vgd 9]aie' For state use orrdy x. Horne lm rov� p D 4 z �ctio>;>t Supervisor License f. I.n order to file a contp5.:,Mimj,,atnsta person fegistered as a Hoare Imnprovement Contractor andlor a Constuction Supervisor License holder,this form must be filled out completely and submitted to the Board of Building Regulations and Standards("MRS"). Submission of a complaint:will not automatically result in a hearing against the contractor. Filing a complaint with the 813RS will.not_result in a monetary award to you.This complaint may result in disciplinary action against the contractor's registration or license. You will be notified in writing of any hearing sched ems#' to the contractor named in your complaint. Please refer to the Department of Public prior to filing a complaint to ensure that the circumstances of your case fit witlta q ' itA f&fi „7 g r►t. ; r �t 1. Vour inforrmation: (Please type or print neatly) L7� - Address: U. 8 aC !(d 0— v�+ F-A .4 ✓ �,4 Address of property at issuer 4021 6,1 nrnt.9lb iJ� �� /?CIA ©,2 G 3 7 Day Phone; t 56-k /3 91at 9 Far;: [ ) E-mail .� i r��4���'�er'�hof,�:/.�orv► 2, l tense holder/Remstered contractor: COntraCtor naunc: y4v f s e?r 8usihess name: S'j�: f r u�/,ave r-3 Business address 3 ,t ip-r^',1s Y-"1t% 01.4 6 42 6 p Phone: Date contract signed: ; a23 / Amount o1 contract:. $ ev 'i 7 JI-e 0, 06 3. Does the coukraartor►oho opgrieved you hold the following, (please circle the number below) I. dome Improvement Contractor registration--- (HIC) H '__ Contruction Supervisor License--. -.- -- (CSL).tt 3. Unregistered Contractor I Kevin Burke eJ2P� �G+l7UlJZO�lLZGW°fe���d��L�GdPirl Secretary (J�fP�GG� ?.P/17 i G+�JL'LZ�LtG e � Thomas G.m issioner P.E. Commissioner Gary Moccia,P.E. Deval L.Patrick Chairman Governor t-91&'CC, aw�m Stanley Shuman,P.E. Timothy P.Murray Vice Chairman Lieutenant GovernorG , Thomas Perry 367 Main Street Wednesday,February 13,2008 Barnstable MA 02601 Contractor's name: Sturgis St.Peter HIC/CSL#: 100390 / Property Address: 4131 Rt. 6A Cummaquid MA Complainant: Erica Brown Complaint Number: 2007-397 Greetings: Please be advised that the Board of Building Regulations and Standards has received a complaint against the above-listed registrant. Your immediate attention to this matter is requested. In order to assist the Board in its investigation of the complaint,kindly forward any documentation relative to the above-listed property that you have in your possession to the Board. Please reference the complaint number and registrant in your reply. Kindly refer to the Department of Public Saftety website(www.mass.gov/dps)for answers to any questions you may have about this matter or the complaint procedure in general. You will be notified in writing should your appearance at a hearing become necessary. Thank you in advance for your invaluable assistance. Very truly yours, BOARD OF BUILDING REGULATIONS AND STANDARDS f 4. r012 COi(PLAIN TS 1NVOLNriNG 1:I()Iv]E IIVIPROVEiVIEN'F CON'FRAC--FORS; Please circle the nunattca•of any of the following acts(in accordance with G.L.c.142A)which you allege.took place in your dealings with the HIC registrant. 1.Operating without a certificate of registration issued b y (lie Department; P g � } 0Abandoning or failing to perform,without justification,any contract or project engaged in or undertaken by a registered contractor or subcontractor,or deviating from or disregarding plans or specifications in any material respect without the consent of the owner; 3. Failing to credit to the ovvner any payment they have made to the contractor or his salesperson in connection with a residential contracting transaction; 4. Making any material rnisrepresentatiora in the procurement of a contract or rnttking any false promise of a character likely to influence,persuade or induce the procurement of a contract" Knowingly contracting beyond the scope of the registration as a contractor or subcontractor; 6. Acting directly,regardless of the receipt or the expectation pf reocipt ofcompensetion or gain from the mortgage lender,in t.onnection with a residential contracting transaction by preparing,offering or nego-tiating;or attempting to or agreeing to prepare, arrange,offer or negotime a mortgage loan on behalf of a mortgage lender; 7. Acting as a mortgage broker or agent for any mortgage lender; 8. PoWishing,directly or indirectly,any aadvenisenient relating to home`onstruction or home improvements which does not contain the contractor's Or sttbcontractor'seurul cate of registration number or which does contain an assertion,representation or statement of ilict which is faf�c,deceptive,or misleading: 9, Advertising in any manner(fiat a registrant is registered under this chapter unless the advertisement includes an at curate reference to the contractor's 6r subcontractor's certificate of registration; 10, Violation of the building laws ofthe commonwealth or of any political subdivision thereof; t 1 I.Misrepresenting a material fact by in applicant in obtaining a certificate of registration; 12, Failing,to notify the Department of any change of trade name or address as required by section thirteen; 13. C'ondtacliag a residential contracting business in any name other than the one in which the contractor or subcontractor is registered; 14. Failing to pay for materials or services rendered in connection with his operating as a contractor or s-ubcomr-actor where lie has re cived sufficient funds as payment for the particular construction work,project or operation for which the services or materials were rendered or purchased, 15. Failing to wmply with'aasy order,demand or requirement Itiwfully made by the administrator or fund administrator under and within the authority of this chapter; 14..Demanding or receiving payment in violation of clause(6)of paragraph(a)of section(2)which states;"a time schedule of poyrnents to be made under said contract and the a►notint of each payment stated in dollars,including all finance charges. Any deposit required under the contract to be paid in advance of the commencement of work tinder said contract shall not exceed the greater of one-third of the total contract price or the victual cast of any materials or equipment of a special order or custom made nature,which aittas► be ordered in advance of the conuttenc erraent of work,in order to assure that the project will proceed on schedule,No final payment shall be demanded witil the contract is c:omple.ted to the satisfaction of the parties therel4;" 1 7.. Violiating any other provision of chapter 142A. 15. Please provide a detailed description of the acts or omissions committed by the licensee,+registrant that lead ypu to file this complaint, When possible,please cite to the applicable section of the MA Mate Building Code, (The Code can be found at 13u1cl,87Z 3771-07r,7D 95- % P gYi-tf4:57v o7 l/✓ /—wG7- 7-44"g.v b / '-JAS � �(� 9a O� ! %7iL �i¢J�l c?✓r /mac�cl f cal 71, /�o:,sue �..s�-�' r�c"��•�aY�� .�.t ,,�.,t'�= I?�,.¢�e�s' �� �S J �r,�r..r��'7z ,t��p Ye-C Y ti iz.'e' 4".)OWN 'F7'-w 5'd � "7tii RN� �9&A,,.sZ)vty&7D Y / lie Liu 71Y G-7` '57; I 'i/1'cr42)j t,5 AP, X�"Sy) .00) 0-(' 4-414y o cnur t/ J / / A ✓ �`Jm T' (Qag' r.a�' r-07JI �ce�ft�A�►ral �f4' , uJ�3 �Q/uE' '�L�CC�T�f� /f/ov E' /S �,s l•a He�lx fc fa @�- �i NC e tj t� i't..i F F,,,I,--e" h's /ir,-.:�' ON /9SS_d � v�'e Cr�n��/ +'-ervre bu;sevr+�r�� n•i� ��, y i��3. ®_ Sr? a ,Vd hus 6 .►, Qre h / �:s : / PLEASE LtdC:LOSL: 6. Please submit the application,and all supporting documentation,i.,e all plans in I 1°'x 17"format,Ouil4ing application,court judgments,uontraat,photographs,etc. In addition,the complete package(including plans and photographs)must be submitted via compact disc(CD). 7, 1 hereby affirm that the inforination writained in this complaint package is true and accurate to the best of my knowledge and belief. Signed tinder pains and penalties of perjury: ignature Date S. Please submit all requirements on line number b to the following: Program Coordinator Board of Building Regulations and Standards HICICSL Program One Ashburton Place,Room 1301 Boston,MBA 02108 3 Y -°"x° a T.le bon. S08-362-3486 t °- A '� � R0.Box64Fax - 8,03 ® :F 4131 Main St,Rte 6,A, CummiquK MA 02637 508-362-2465 073106 . StAter Remotieling Custom Homes • Design & DrAting • Inground Pools "Con,—,:I rciA BUILDERS Box 54 REMODLE.RS4 100390 Barnstable, MA 02630 TELEPHONE# 508-362-3486 AGREEMENT TO PERFORM RESIDENTIAL CONTRACTING SERVICES 4131 Ate 6A, CUMMIQUID, MA 02637 I-a. The contractor agrees to perform the following work as described on page: 6, PLANS AND. SPEC. SHEETS b_ Work to be performed by homeowner, N/A 2-a. The contractor agrees to use the following materials in the performance of said work as detailed by 1-a b, Materials to be supplied by homeowner: PAGE 6 3-a. The work specified herein is scheduled to begin 10/06 b. scheduled to be substantially completed by: 9 months c. Other details for scheduling of work: See attached d. variations in schedule start and completion: the actual dates that construction will commence and be completed may vary due to: 1. the time required to apply for and obtain necessary permits, ` 2. delays caused due to necessary inspections, 3. delays in the scheduling work crews, 4. the presence of hidden conditions or additional work discovered during .construction, 5. delays in' the receipt of equipment and/or materials which must be ordered and/or delivered to the site or 6. delays due to ,weather or unforeseen extenuating circumstances. The homeowner hereby acknowledges and agrees that the -- scheduling dates are approximates and that such delays that are not avoidable by the contractor shall not be considered as violations of this contract. The contractor agrees to advise homeowner as soon as possible when such delays become known to contractor. The homeowner hereby acknowledges and agrees delays irl completion due to hidden conditions (unknown structural problems, altered plans during work, etc) this shall {n--ot bet�a violation .when completion dates 'All materials are guaranteed to a �ied' +I wor7t 'a coemp7ett�d in a esbrkmanlike manner according to standard practices. Any alterations or deviations from above specifications involving extra costs will be emuted only upon written orders and will become an extra charge over and above the proposed contract. All agreements contingent upon strikes,delays or ateidents beyond our control and the owner is required to carry fie,flood,theft or other necessary insarartm I'ayrricnt to follow above outline in the form of certified bank checks and past due accounts subject to 2 finance charge of 2%per month,24%compounded annuallj; P 3 . P 0 Boa 64 Tel_7hone 508-362-348,5 x �� , . &r asfale, MA 02630 Fax 508-362-8035 BROWN con' t M. Repao4ling Cusiom Homer. Design 8-- Dar-Ring Inground Pools C;ommercltl BUILDERS Mamu than 4 hours) the contractor of supplying his portion of supplies, materials or equipment or complete his or her requirements of duties ( labor, research, et.c) which delays construction shall not be the responsibility of the contractor_ which may alter completion date. l 4--CONTRACT PRICE AND PAYMENT SCHEDULE a- Modified price (pg.6) of contract: $497,860.00 (four hundred ninety-seven thousand eight hundred sixty dollars, no cents) b-Payment schedule: 5% to secure basic proposal $ 24, 893.00 15% to begin demo/foundation $ 74, 679.00 20% to begin construction $ 99, 572.00 30% after 1/3 complete $ Ilf49, 358.00 25% after 2/3 complete $ 124, 465.00 5% upon completion $ 24,893.00 c-Hidden conditions in item 3 or extras incurred shall be negotiated and executed by both parties in writing. IMPORTANT NOTICE REQUIRED BY LAW NO CONTRACT FOR RESIDENTIAL (HOME IMPROVEMENT) CONTRACTING WORK SHALL REQUIRE A. DOWN PAYMENT (ADVANCED DEPOSIT) OF MORE THAN ONE-THIRD OF THE TOTAL PRICE OR THE TOTAL AMOUNT OF ALL DEP©SITS OR PAYMENTS WHICH THE CONTRACTOR MUST MAKE, IN ADVANCE, NO ORDER AND/OR OTHERWISE OBTAIN DELIVERY OF SPECIAL ORDER MATERIALS A0 EQUIPMENT, WHICH EVER AMOUNT IS GREATER. d-Payments as provided under item 4b shall be made when due. Any payments that are delayed shall be subject to a finance charge of 1.5% per month and may or may not breach and terminate this contract. e-If the contractor deems himself to be. insecure, he may require, as a prerequisite to continuing the work described herein, that the balance of the payments under his contract which are in control of the Homeowner, shall be placed in a joint escrow account which requires the signature of both parties for withdrawal, 'U materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any.alterations or deviations firm above specifications involving m-tra costa will be executed only upon written orders and will become an urea charge over and above the proposed contract~ .All agreements contingent upon strikes, delays or accidents beyond our control and the opener is mcpimd to carry free;flood,theft or other necessary insurance. Peyrnent to follow above outlim in the form of certified bank checks and past due accounts subject to a finance charge oft%per month,24%compounded annudly. r ._41, IP. 0. Box 54 Telephone 508-562-3485 Fax 508-362-8055 Bamq"le, MA 02630 T BROWN con't 77��, •Peter l�eanotl�lina • Custom Homes • JU'CS4gn & Drafting • ](ngraru>iA fools ' ConTmercial BUILDERS I—TT . a-The following permits will be necessary: 1. OKR historical - SECURED 2. Town building permit -- SECURED 3. Electrical -TBS 4 . Plumbing -TBS 5. 2BA- SECURED b-The contractor under pi--ov. sions oaf chapter 142A of the general laws is required to apply for and obtain all construction related permits. c- Variances and special permits under zoning by-laws through government boards, and/or non related to building permitting shall be the responsibility j of the homeowner and the contractor shall not be responsible for those time delays. I IMPORTANT NOTICE REQUIRED BY LAW IF THE HOMEOWNER OBTAINS HIS OWN CONSTRUCTION RELATED PERMITS FOR THE DESCRIBED WORK UNDER THIS CONTRACT, THE HOMEOWNER IS HEREBY ADVISED THAT IN THE EVENT OF A DISPUTE, JUDGEMENT AND NONPAYMENT OF THE CONTRACTOR, THE HOMEOWNER WILL NOT BE ENTITLED TO MAKE A CLAIM TO OR COLLECT FROM THE GUARANTY FUND ESTABLISHED BY CHAPTER 142A,M.G.L. d- The Contractor and the Homeowner hereby mutually agree in advance that in the event of a dispute concerning this contract or the labor, materials and equipment supplied or to be supplied hereunder, the Parties shall submit such disputes to a Private Arbitration Service which has been approved by the Secretary of the Execution Office of Consumer Affairs, as provided in Chapter 142A, prior to and legal court action. e- Contractor may select to file for a notice of contract und.er .M.G.L.c. 254 sec. 4 'Ail materials are guaranteed to be as specified. All work to be completed in a workmanlike manner according to standard practices. Any alterations or deviation: fmm above specifications involving extra costs will ba executed only upon written orders and will become an extra charge over and above the proposed contract. Ail agreements contingent upon strikes,delays or accidents heyond our control and the owner is required to carry Fine,Hood,thck or other necessary insurance.. Payment to follow above oudine'in the form of certified bank checks.and past due accounts subject to a finance charge of i%per month,24 a compounded annually. P ®. Bog 54 Tel phone 508-362Z486 �• ', BamstAble. MA 02630 Fax 608-362-8035 BROWN con't Lo e l • • sign & Drafting • In round Pools CommrmieJ ��motfe�imig �usf�mr< Homes li f ar a 6 t; BUILDERS 6-LIMITED MARRANT'i PROVISIONS a-Contractor warrants work under terms of contract to be substantially free of defects for a period of one year from -the date of completion. b-During warranty period Contractor responsible for services for adjustment or repair but not responsible for normal maintenance, repair due .to abuse, misuse normal or excessive wear and tear. c-Contractor to pass on any and all manufacturers waranties to homeowner to which homeowner becomes fully responsible. (ie. mail-in warranty cards) d-In cases of service by the Contractor under the warr- anty provisions, the choice of repair or replacement shall be the Contractors discretion. e-All, claims for adjustments must be made in writing and mailed to contractor to address on contract. 7- RIGHT OF CANCELLATION YOU MAY CANCEL THIS AGREEMENT PROVIDED YOU NOTIFY THE CONTRACTOR IN WRITING AT HIS STATED ADDRESS BY ORDINARY MAIL, POSTED, TELEGRAWSENT OR BY DELIVERY NOT LATER THAN MIDNIGHT OF THE THIRD BUSINESS DAY FOLLOWING THE SIGNING OF THIS AGREEMENT DO NOT SIGN THIS AGREEMENT IF THERE ARE ANY BLANK ;PACES, UNLESS BLANKS ARE VOIDED, DELETED OR MARKED NOT APPLICABLE. COPY OF AGREEMENT TO BE GIVEN TO HOMEOWNER. PARTIES ACKNOWLEDGE THAT THE FORM, SUBSTANCE, CONTENT AND NOTICES CONTAINED IN THIS CONTRACT ARE INTENDED TO COMPLY WITH THE APPLICABLE PORTIONS OF MASSACHUSETTS GENERAL LAWS 142A, AND REGULATIONS PROMULGATED THEREUNDER. IN THE EVENT OF ANY INSTANCE OF NON—COMPLIANCE, ONLY SUCH PORTION SHALL BE INVALID AND THE REMAINDER OF THIS CONTRACT SHALL BE IN FULL FORCE AND EFFECT. IN ADDITION, ANY. SUCH PORTION NOT IN COMP o e as ee gCEs LL •P.II materials are gvaY.tntee work to be completed in a t4,rk=nh=manner according to standard practices, Any alterations or deviations from alcove spocifrcations involving cum costs will be executed only upon written orders and will become an extra charge over and above the proposed contract, AH agreements contingent upon strikes,delay3 or accidents:beyond our control and the owner is required to carry fire,flood,theft or other necessary insurance. Phyment to follow above outline in the form of ceatified'bank checks and past due accounts subject to a finance charge of 2%per month,24%cornpoundrA annuallg, f . W P 0. Box 64 TMeplaone 608-362-3486 Barmiahle, MA 02630 Fax 008-362-.8450 n BROWN con't St.Pew omaes • Design & Dm � ttn ro-oa Pools ' �m9nsx9ercial �mo�elang '�usfom '�'� .gt ra �tusg g BUILDERS BE READ AND INTERPRETED SO AS TO HAVE IT'S INTENDED MEANING TO.- THE MAXIMUM EXTENT ALLOWED UNDER SUCH LAW AND APPLICABLE REGULATIONS SIGNED AS A SEALED INSTRUMENT THIS DAY OF IN THE•YEAR OF 24c HOMEOWNER: DO NOT SIGN CONTRACT IF ,THERE ARE ANY BLANK SPACES CLIENT O /Z7 /06 CONTRACTOR t` "All matcrWs are guaranteed to be as specified, Ail work to be compkted in a workmanlikc.maaner according to standard practices. Any alterations or deviations from above specifications urvok ing extra costs wiH be executed only upon written orders and will become an extra charge over and above the proposed contract AU agreements contingent upon strikes,delays or accidents beyond our control and the owner is required to carry fire,flood,theft or other necessary insurance. FOrnent to foddow above outdine in the form of certified bank checks and past due accounts subject to a finance charge of 2%per month,24 n compoundod annually f° Alan E. Brown C`243`1 Main Stree� P.O.Box 112 C=ummaquid, MA 02637 508.362.2465 Charles M. Sabatt Attorney's at Law 25 Mid-Tech Drive West Yarmouth, MA 02673 508.775.3433 February 5, 2009 Dear Mr. Sabatt: As requested by Mr. Popov at the Commonwealth of Massachusetts Department of ^(q(0� Public Safety, Board of Building Regulations and Standards hearing on January 22, 2009. 'vl 1 Enclosed please find a hard copy of the e-mail sent to my wife Erica Brown from your client on Sunday June 3rd, 2007 announcing that Sturgis St. Peter was abandoning our contracted project. Shortly thereafter, your client withdrew his building permit for the project from the Town of Barr-stable Building Department. Clearly, Mr. St. Peter did not intend to finish our house on schedule as he quit a month before the June 301h, 2007 completion date with only 50% of the construction complete and, after stealing $150,000 he was paid in advance to get it finished on time. Sincerely: J Alan E. Brown cc: Mr. Popov Massachusetts Department of Public Safety Board of Regulations and Standards 0 cc: Mr. Tom Perry Town of Barnstable Building Inspector W a, T M Windows Live Hotmail Print Message Page 1 of 1 FW: St. Peter email From: Erica I Brown (ejmeister@hotmaiLcom) Sent: Thu 2/05/09 9:46 AM To: Alan Brown (alanbrown@hotmaiLcom) > From: stpeterbuilders@msn.com > To: ejmeister@hotmaiLcom > Date: Sun, 3 Jun 2007 18:11:54 -0400 > > Alan- I had hoped Friday's meeting could have cleared up some of the > questions I would liked to address but the tone of the meeting moved to a > different plane. My distress has deepened due to the fact you have been in > conversation with another builder. This situation along with others in the > passed several weeks has stressed the client/contractor confidence to a > point where neither party will feel comfortable here on out. I suggest you > secure anouther builder to complete your project. Windows Live TM Keep your life in sync. Check it out. http:Hcol 14w.coll 14.mail.live.com/mail/PrintShell.aspx?type=message&cpids=065248ad-e... 2/5/2009 G— Kevin Burke Secretary of �� Thomas G.Gatzunis,P.E. �fJ / Commissioner Gary Moccia,P.E. E6al L.Patrick v Chairman Governor �/-_ _l e�� /GAO' Stanley Shuman,P.E. Timothy P.Murray �CLCPi JG /cJ Vice Chairman Lieutenant GovernorGLL� Thomas Perry 367 Main Street Thursday,November 20,2008 Barnstable MA 02601 NOTICE OF HEARING Complainant: Erica Brown P.O. Box 112 Cummaquid MA 02637 Registrant/Contractor Sturgis St.Peter P.O. Box 372 Barnstable MA 02630 CD Registrant's HIC/.CSL#: 100390 / r X Subject Property Address: 4131 Rt. 6A Cummaquid MA ry Complaint Number: 2007-397 —„ " Hearing Date and Time: fk/22/_2009 s lAQ-,&AM� C) - - Greetings: co m Pursuant to 780 CMR 110.R5 and/or 110.R6, a hearing will be held based upon the informa ion contained in the above referenced complaint. Your attendance at the hearing is mandatory. The hearing will take place before a hearing officer at the office of the Department of Public Safety, One Ashburton Place,Boston,MA at the above noted date and time Please reporCdirectlyao-.th6�hearifg•"room on the-second floor,overlooking-theme { am lobby. (Go through the double doors after exiting the second'floor elevator and take a left). The hearing!' will be held in order to determine whether administrative action should be taken against the registrant's Home Improvement Contractor registration and/or Construction Supervisor's License. Violations of the law or regulations which are substantiated at the hearing could result in the imposition of a suspension,revocation, or reprimand of the registration and/or license, and the assessment of a fine. The complainant.must be prepared to present evidence to support the allegations described in their complaint. The registrant/licensee has the right to be represented by an attorney at the hearing and may present written and oral testimony and any other relevant evidence to mitigate the claims made against them. Any party may present witnesses with relevant information in support of their case. The complete complaint file is available for review,upon reasonable notice and at a mutually convenient time, at the offices of the Department of Public Safety during regular business hours. r+ 1 requests for information or motions must be addressed to the following address and shall be in writing with a copy provided to all parties: Department of Public Safety ATTN: Hearing Officer One Ashburton Place,Room 1301 Boston,MA 02108 Telephone calls relative to pending cases will only be returned in cases of emergency. Due to the great number of complaints being processed through the program, a hearing date will only be continued under extraordinary circumstances. Any motion to continue a date shall be made in writing at least ten(10)days prior to the hearing date. All parties must,bring proper identification to the hearing. Construction Supervisor's Licensees and Home Improvement Contractors must bring their license and/or registration to the hearing. Thank you for your anticipated cooperation. Very truly yours, BOARD OF BUILDING REGULATIONS AND STANDARDS IME 1p� Town of Barnstable - Historic Preservation Division Old King's Highway Historic District Committee t BARNSrABLE, 9 MASS. g 200 Main Street, Hyannis, Massachusetts 02601 i639. M a (508) 862-4787 Fax (508) 862-4725 March 13, 2008 Linda Hutchenrider, Town Clerk 367 Main St. T Hyannis, MA 02601 Alan E. Brown + PO Box 112 Cummaquid, MA 02637 N tJl RE: Brown, Alan, 4131 Main Street, Barnstable, Map 351 Parcel 050 Modifications to previously approved plans Decision Statement for Reasons for APPROVAL of the east and west side elevations and DENIAL of the revised plans for the rear elevation Certificate of Appropriateness was submitted February 19, 2008 together with plans drawn by Kenneth Sadler, last revised 6/17/06 Background A Certificate of Appropriateness was approved May 10, 2006 for the re-building of a house that was destroyed by fire. Substantial work has been done on the house, not in conformance with the plans approved by the.Olds Kings Highway Committee, Certificate of Appropriateness dated May 10, 2006, plans last revised 4/10/06. The Building Inspector for the area had notified the builder over an approximately one- year period that the construction was not in conformance with the Certificate of Appropriateness and that revised plans needed to be submitted to the Old Kings Highway. An application for a new Certificate of Appropriateness was submitted February 19, 2008. At the Old Kings Highway meeting of March 12, 2008, the Committee reviewed the application to modify previously approved plans. The Committee reviewed the revised plans as constructed and voted to approve the Certificate of Appropriateness for the east &west sides of the house only; the fenestration was (deemed) more appropriate than the prior approved plans. The applicant.stated he would build the south elevation of the house according to the original Certificate approved May 10, 2006. No approval was given for any re-design of the rear elevation. The rear elevation had been changed to increase the number and dimensions of sliders, increase the number of skylights on a wing from four to six, and changed the style of seven of the windows and three doors from divided lights to clear panes without any dividers. Other features were changed or eliminated. The Committee did indicate however, that the owner could submit other, revised plans for the rear elevation at a later date (i.e. within the time limit allowed by the Building Permit pending resolution of the legal action between the owner and the builder). Present and voting to approve the revised plans for the east and west (side) elevations only, denying the revisions to the rear elevation were: George Jessop, Chairman, Robert Stahley and Carrie Bearse. Absent: Patricia Anderson, Bette Nilsson Sincerely C� � �r George Jessop, Chairman - F CL F rr STURGIS ST. PETER ?tW �A t P.O.Boz654}8 i; Y 508-362-3486 stpet�uilders@msn.com i 1; May 11, 2008 Town of Barnstable Building Department c/o Jack LeBouef 200 Main Street Hyannis, MA 02601 Dear Mr. LeBouef, I submit this letter as a follow up to your phone call yesterday regarding the past Old King's Highway meeting. I downloaded the Old King's Highway video from the Town of Barnstable website and I must clarify my position. The first change to the original plans was to swap out four(4)awning windows for four(4)double hung windows. I submitted a minor modification application,went before the board,and was granted the changes.This took approximately 3%weeks.As the frame was coming together, Erica Brown began taking solar energy classes and recognized that the lower level could become more living area and provide more solar. Discussions to change the lower level for more passive solar gain evolved into loading the wall with four(4)12'sliders. At this time I advised the Browns that I had to go back to Old King's Highway for a modification. Mrs. Brown told me that they could not afford another four week set back and the rear elevation was not visible from 6A. She told me to order the doors and not apply for modifications. Addressing the Certificate for Occupancy,you and 1 had a discussion just prior to my frame inspection in early 2007.At that time you informed me that you could not issue me a Certificate of Occupancy due to numerous changes to the original plan and that you needed a new plan reflecting all changes so your file was accurate. I informed the Browns to this request but apparently the updated plan took over a year to secure. 'in conclusion I would like a)copy of this letter forwarded to the Old King's Highway Board. I have been in business over thirty years. I go before the various Town OKH boards numerous times per year. I know what the Boards expect and require and advise my clients accordingly. If a client wishes to make decisions against my advice,this then releases me and exposes the client to potential repercussions. If you would like to discuss this at any time, please don't hesitate to contact me. 1 thank you for your time. n Sincerely S �rgis S Pet � l r C,Q i x .....,.,,,�,,.�.�..,.•,�:,-.�„�,...,mom,, `.� � � �'" � � 4# s � _ � m 4131 Main Street, Barn 6/10/08 .. &1 - � � � •e�E�% � �Y�� LAM ( � 2 p} d d'k g e y'+ � 6 wti 4131 Main Street, Barn 6/10/08 I r 777 ..} 41 may, 4 t it a " i S3 3 4131 Main Street, Barn 6/10/08 e a_ • +.Ww. kk ti 6 4131 Main Street, Barn 6/10/08 . TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION.. Map Parcel v Application# Health Division Date Issued 3 Conservation Division plication Fee S Tax Collector r r'� Pe ee Treasurer 01 Planning Dept. j Date Definitive Plan Approved by Planning Board -'� Historic-OKH Preservation/Hyannis Project Str et Address Village Owner Address Telephone l Permit Request tA WL Square 4t: 1 st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Z;l C)' w CX Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Hig way: ❑Yes 3 U No Basement Type: ❑Full ❑Crawl ❑Walkout ❑Other t"' F Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: C Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# _ Current U : Proposed Use - - - --- BUILDER INFORMATION Name� p — � � � � (' r� f'Tel e hone Number. �� �%`"� „� �-02 S��S Address—:�dy AX License# l_J h M 5-2 63 7 Home Improvement Contractor# ----.- -- _ Worker's Compensation# ALL,,CONSTRUCTION-DEBRIS'RESULTING FROM-THIS,PROJECT_WILL-BE TAKEN TO /VS I� a�J�•� { SIGNATURE". `_ e C `�-4DATr E r FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED MAP/PARCEL NO. x - ADDRESS VILLAGE F OWNER DATE OF INSPECTION: FOUNDATION FRAME ! INSULATION ro e O 9 FIREPLACE a ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING - DATE CLOSED OUT ASSOCIATION PLAN NO. a" ;S 1 °FZHEI°� Town of Barnstable ~°^ Regulatory Services a '" ', I'�' ` Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF CHANGE OF LICENSED CONSTRUCTION SUPERVISOR , owner of property located at 1J VVkOA 11 a y , hereby certify that , c�C-ems is no longer Construction Supervisor listed on the application for the project under construction as authorized by building permit# 02 0 0 3(`f , issued on 9 i co 200 & . I understand that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. 13,16 PROPERTY OWNER DATE q/forms/newcontr reference R-5 780 CMR rev:080102 �oFTHE, Town of Barnstable Regulatory Services r + BAMSTABLE, Thomas F.Geiler,Director HAM AlFO��p .�� Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-403 8 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE_7.77 JOB LOCATION- ^��fl, / 9 . �o lJ� U vlt M .46 e/ I.j) number {� street ? village p p CHOMEOWN�ER':---iC 1��-J�1'6h�t 1 b� �J G�-aZ`/�O S ^�' � ' o /S "lea 5 '�-� name home phone# work phone# -_CURRENT MAILING ADDRESS:- Dx // 2 c� v� M/ �W I city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER i Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable.Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and re ents. Signature of H eo. ner:R417 Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a fomi/certification for use in your community. c The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations A q • 600 Washington Street �< Boston,MA 02111 'W www.mass.gov/dia ' Workers'Compensation Insurance Affidavit: Builders/Contractors/Eleetricians/Plumbers Applicant Information Please Print Legibly G 7--Naffe(Business/Organization/Individual): e`—r\ i /4 �I Ciiy/State/Zip: Jnl Phone-#: SZ'j '�� —� `4 f--Fe —" e of ro ect(required):. Are you an employer? Check the appropriate b z . Type p j ( q ):. 4. �I am a general contractor and I� 1.❑ I am a employer with f 6. ❑New construction . employees(full and/or part time).:^__.4 have hired the'sub liste 2:❑ I am a'sole proprietor or partner- f�" d on tbe`attached Vsheet: 7. ❑Remodeling ship and have no employees - " `,These sub-contractors have, g, E]Demolition employees and have workers' working for me in any capacity. 9. El Building addition [No workers' comp.insurance comp. insurance.#' 5. We are a corporation and its 10.❑Electrical repairs or additions required.] officers have exercised their 11.❑Plumbing repairs or additions ' '3.[] I am a homeowner doing all work . myself.[No workers'comp. right of exemption per MGL 12.❑Roof repairs insurance required.]f c. 152, §1(4),and we have no 13.0 Other employees, [No' workers' comp,insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners.who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. . $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: lob Site Address: City/State/Zip: Attach a copy of the workers'compensation policy declaration page'(showing the policy number and expiration date). Failure.to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK.ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statemetit maybe forwarded to the Office of Investi ations of the bIA for insurance covera a verification, penalties of perjury that the information provided above is true and correct. I do hereby certi under the pains and Phone#: FOther only. Do not write in this area, to be completed by.city or town off ciaG n: Permit/License# hority(circle one): Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector rson: Phone#: 0 A�5 S �.Y►,t P_--v� � '. 1 °*THE.T TOWN OF BARNSTABLE SAHBSTADLE. i MAGL 9 �e0� BUILDING IN PECTOR S. A APPLICATION FOR PERMIT TO E `..... � .�.' ......1... I.�I. ... .' �.. ...... TYPEOF CONSTRUCTION .......LJO.0..�..... e................................................................................... i .�..IF..........................19.%�. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies-for a permit according to t'he following information: —. Location ...... ...:6t i.!PA: 1. . �... ,. ..... � . Proposed Use ......I....... .hkv-h;.q--...fj...... .................................................. Zoning District ....... ............................................Fire District ..... Ir.yusi 4!bl ....................................... Name of Owner AA.6 .?..k.. :.. Qd0;� .��..(Ncldress .37....13.(.. 4.d l.. . Name of Builder ...... I. .�. l.e .V ....Address ...... ....... . Nameof Architect ..................................................................Address .................................................................................... Number of Rooms .....G)...........................................................Foundation .. .C7�.$. .94.....C,._..A.. *.��"�....:.�!..�.�v�/ . Exterior lf).((Z... Avgr.Y2.-PtYWAA4..Roofing �,P . , �('i. .�NIs°GI`C ®tiff"..��.�r. IYAJ404.....Interior ...... .�l.t�''..P: .��°��.��- Floors ... • , a Heating ... .....> .t...f.... Plumbing .. . Ga ./• Fireplace ....ar.u.0..IA..J@�...... ............................Approximate Cost 0_0............................... Difinitive Plan Approved by Planning Board ________________________________19________ . � y Diagram of Lot and Building with Dimensions el rCJ p' + t �-Q @ d t � ,� 3S5 ,q,I • . _ . - � • THE PROPOSED METHOD OEW�GEIDI PO AL Oi SANITARY WATER SJt NLY, S AND DRA A IS ER H,rlk v LD ,�/ � STABLE, ��f T N. OF BARN C � F� O RD OF HEALTH �1 A LICEN ED INSTALLER r S I�LLER MUST OBTAIN SELVAGE AND iNSTA11- ", 01 -set *001 rIV 4 Ljay tib �� 30� ` p�t� �� E--� /Z I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name . . ............... - — . ianssonq Kenneth L. 2--—.V OA 14808 two story No ................. Permit for .................................... 51 single family dwelling ng single ......................................................... Location ................... ...S r.......... ........................ s4 We................... Kenneth L. Jansson Owner .................................................................. of. Type of Construction ..........................frame................ ................................................................................ h Plot .................... Lot ................................ February 29 72 Permit Granted ....... 0S Date of Ins pection ..... Av�hz;; .0. 4!� Date Completed 19 PERMIT REFUSED ................................................................ 19 ............................................................................... ................................................................................ elt ............................................................................... ............................................................................... Approved ................................................. 19 ............................................................................... ................. .......... .................................................. y ov o.'c q..00 ��n d �Eub�aO ... a y _�€ a Jt- LU IOL t�w N Q � XXX i I I II I I I I II I 7 1 , I I I1 i 1 I Yal OR-wf+arae 14^oL 1 1 II i - I I- I II I II ,f �d . R In $ .^ >r c i . - I I - j l I I I. I I s z 1 o R-wftara e�4•oL. ° � a 0 -��' . d7ft - 44=.11 S •� � m o - { I {I a N _ - iG$ .€ � S y 5 0 OOP P pa E -LAN � K- tl /4' 1'-.Q"' _ _ e H U".1 m 0 9 Y a.. 00 e �n x ? 1 T r - DRAYVIMS TYPE: - - _ - SHEET NUMBER: 00 3}i o0 93 otg$ €J 01 q@ Is 2 @Zz1 It- 1-7 N Q 5 1/2" erswLam® - J 1/2'X 9 V Or- [fl7 6 d b , I Simpson.WT o 1 o Nw��srv.e I v ma.. I14w 1* ' I 91/1•AJh40 Jcir#re 1!a'ei. 9 I/E AJh SO Dow#r I 2• Jci40 oirrrC IG•O.L. _ .�• - . t"In 0 7I61m�.onsWr9 1 ONw^atu Cvi M.-1CG r — _- _ — t — _ — _ — — — 1 9/a••I 1 >/B•YsrwLwm. I Q � _ I I 1 >/B•AJh40leir#re IG•o.c. � O I i � _hol'd AJh blookiM e�cr 9'r+. N t _ V I I 1 O f • I � — 2�mPmna ITT•/I 1.BB Nnn9wrc C I G•o.c. I � ��r1 m _ _ _ _ _ _ __ '' — _— 19/a•%1 I '!/B•YernLnm'r. 1 - - # Q C L �J E ill—'AJh 2O lair#.e 1 G•o.c. i '� � w � I��- - - - � �i ..T I I � —Vsr..w-R-im 9 oa �• Q p,3'� - I II mK 1I II II _ 11 mv�kk' 03 <a d V m Q Aa FI FLOG F at�(E �=3 0 0 � la \ - r-=] 1/E• o•->o/a^ man p p - ygS m " _. al 5 , a¢ a Ap DRAWING TYPE: . - - - - First IF-1—FrAm - - SHEET NUMBER: eo= �n k`oauova ° M� lg2 c o v 5 .. a : .o9=;uyS�gta Q 2 o Cg� eg�oEge . Gon+inuous ridge vent - �� v`-n€q•S. �$ Archi}ac+ural wsphal+shingles—� '- • 1'i•Pel}Paper - 1/2"APA rated shag+hinq— L d 1 O�O,�Pi C tit d ' 1 2"P.4. - 2 x9 Geilinq joists e I lo"o.e. •�� C L F e 9 1/2•HA-Insula+ion•�1�i � �. ice And W.+cr shleld - Pro r van+s o I!o"a.a ,-- B"H.R.lnsulw+ion F-112 ' I°rigid foam insulation - - V V Aluminum drip -2 x6 Geilinq joists e 1 G"a.c. - Q uj Half-round wlumiwm gut+us I v — r +o drywalls. - Q Q Gontiwoui-sofF}.van+ � - - PVGTrimboards and crown mouldmq 2 x 4 Interior wall studs o 1!o"o.e. _ - EL Vycarm a all door and window trim - - o MAhTP�MATH MAP- t�eRl-aaM _ �p. Ty- housawrap WALIc-IN GI-OhET - N "a i a R c CD 1/2"APA rated shag+hinq - p- u " . -- 1 x4 Mahogw"y decking ,p -a or z 1/2"H.R.Insulation 2 1 _ -___—2 x_Taperad PT sleepers e 1!o"o.c. .Q 2 xlo Wall studs e 1 moo"o.e. --dubber membrane roof,double 2 sleepers 4 z 4 P.T.posts,bolted to 9/4"APA ratad T.fG. wd'an}Neat"subfloor 1/2"Fibcrboardm --- rimboard and install membrwne boat.. � o t= Vycorm flashing__ (�iee cable rwil specs.1 %/4'APA rated shewthinq -o �J (gluad and nailed 1 - b d 2 x_reverse}apered sleepers # t N E m U Versa-dim 98m : - - - ---PVG Trim boards ® }41 w u i m ( 1 7/6"AJ o 2 O joists O"l!o"oL.. r,,F— _4007/B"A"la�2 O joss}s o I ld o.t. p.T.2 xlo mudsi(I w/•>impsanmhlA�1 9 _ '9 1/2"AJ(o 2 O joists o 1!o"a.c. c 0. 1/2"X 9 1/2"V.r L - anchors o 2'-!0"o.c. per doors d.: m 3 �.. H.P.insultion F-9 O W.G.hhingles a'1"% I/2"N.O.insulation 1 9 H.P.msula+ion-r-9 Oal baam —1/2"Dywall2"drywallhimpsonm IUr%1 O Hangers o 1!o"oc. a 1/2"41hf aWGanuetaTuff-n-Pyor fund.+ion sclar u art column w/ai"xs"xFAf;q..Y�00M s PP-"Tyr¢Oly bearing P1a+es tp andH.P.x 6'-O"Poured canirete foundation, -----Poured Goncre}e.sl..b -Z x!o Wall studs a 1!o".Plibe -M.I.polpor b rrier F-igid foam insul +ion-1=1 O.2 cancreta fgotinq _ ° c x @aa`gm5 �n 5 ' 2 x!o mudsill w/himpso®MF.6 1 5 �`°«�a° .g • . .2 .S< C ♦♦ l •' " inu u come}e 1!o Go a ' footing w/Y x 4 k.ywar.. ,.._<.� .. . .' .. �� Usa.Ger+ainreed.Farm-A-Prwina' %////////////////////// 5eaa F otin forms. - uff n r foundation--sealer 4 E qm,r 0 for wllo q � 0 r PY yF§goo5 -a-j jxg j .. ..._ B"x 4•-0"Poured concrete found.+ion S a y 0 .1!o"x 1 2"Gontmuous GonLfete - u - _ DRAWING TYPE: .. �UI1.1111�jG h GTIoN �•4" _ araf in ground watery,enlarga+o,2A-0" '�uildinej 47ae han"A" -. .. - SHEET NUMBER: > 4 0 0 Ta 2°JIL J.E�F'S S ge osga§ 33 7 0 ��g• o�yo."g3 ArLHiteLtural asphwl+shingles —2 x!a rafters e 1!o" Fe1+paper L.. to� ta ta L t+ SA- 2 x 1 O Gelling 7 = --- �i 1/2-X 1 1 7/6"VerzwLamm } 7 Insulation• I ry - < Ice and Water shield— - - - x _` ul 1"�iq'd foam insula+ian_� -B"H-O.Insula+ion �9O •• Aluminum drip edge Q , 2 xa.Geilinq Joints el,to .t _ V _ _ Nwlf-round aluminum gutters __ - to drywells. - - v Gan+inoous soffi}vent -- -_—__. ' pVG Trim baa�ds � 0 5 1/2"x 9 1/Z"YersaLamm l� J - and crown moulding - - Vycorm a At door and window}rim— o T>^rekm Housewrap- 6• ENT-I=y FOY�� -- LIV1NC�ooM K 01 •J h m 1/2"APA rated shea+hinq 1 x4 Mohagany decking "H.P.Insula+ian- 2 1 ----- _ Tapered P T- Z sleepers o 1 fo"o.G. dubber membrane raoF,double 2 sleepers 4.4 PT pus+s,bol+ed+o `In 2 xlo WAI suds® (!o"o.c.----- r — --- rimboard and ins+all membrane boo+. d a f - - - 1/2"Fiberboard® <roee Lwble red specs I ,_ a u o Vycor Has m hing - 4"APA rated shea+hinq 9/4"APA ra+ed T.4G. "F-adiwn+Hea+"subffoor �evarse+wpared sleepers glud e and sailed] - # ( - C i 0..E Verses-dim 9Bm-- - �v ® } O m AJ,i 2 0 Jois+s a l!o"a.L. AJh 2 0 Joists® 1 Co"o.c. - 6_ tr,�m � (9 1%2"AJ�i20 Jois+se 1!a"o.L. PVG Trim boards � mudsill w/oiimpson-MAP 15 d _a v ®. -w _ G n le 3.. o 3. 6"H.O.Insulation•�"i 0 - 1/2"Drywall i--6"N.P.Insula+ion-�%O - m TUff-n-Dry®founds}ion sealer 3 �8 Poured conLrete found.}Ion, ad - _ o�m 0\ 5 0 Np 0.000� . f - c� ate)"—... ♦ p f m r_` as ts 6� f—k r,.... ..;......., ^..:..:.... .... .. ._, ... ,..,.... :...,,^. -.t.,:, .....,,..... as � s `o mu us cone-eti ,,. ' x , c ^. Q m x ..yes . . t - Us e Gera : .:... ....: ...... _ • f all Fsctin far ^.^.: ... �. -• .. .. ^ J n g DRANING TYPE: }� �U1L171t�(!a hEGT'IoW"ice" }�urldr a e�+tom r� ' Aaol hGales I/2m I -O" � o � SHEET NUMBER• " A4O t - `!y,� pk30c3daEmEu Gon+inuou<ridge Wen+ 2 g g 3 g F E S Q Arahl+ec+ural w<PhA+<hingle<---- -7 0 5" s a. c . 1/2`APA rai-ed thewthinq \ 10 - ><to 0 Ar YDG� rey N O 2 zlo Gdllar ties e 1!o"o.L. v 14 14 a QL w S d Ice wnd Water Proper vent<e 1 Co"a,c. --_ 1p E . I"[-igfd fowm insula+ion e 1-"o.c. /' - 1 2' Aluminum drip edge /� _�1^ 1 ��.��� _ v •� H<if-round wluminum qut4<r< - Gon+ U U <offi+vent -� - tu PVGTr.mboarJ< - wnduow°moulA,.4CL W.G.-Wijles a 9i"+.w. -- C - YYcor®e wil door -J window+rim --- - - Ty--km hou<ewraP r�ATH�oO1y - y IAUNI Y I�ErJ�OOty•-% } c _ - I/2"APA rated<hea+hinq •J aS -. 1 x 4 ryohagany decking O wpered P T sieepers e 1 1, o.c. O It co m - 2 x!o Wall stud<® 1<o"o.a. — � �--dubber membrane roof,double 2 sl<ePers 4.4 P.T.Pas+<,bol+ed+o Ln '� L m --- rimbowrd wnd ins}all membrwne boo}. - -� F.berbawrdm n ID a - 9/4" w}ed .< wdi n+ a +"subf aor ,� • o APA r T G�"� a H a I a , V c r flw<hm (hes cwble rw�l <c<.) — m ( lued And nailed) Y o q r--%/4"APA ra+ed<hew+hmq '�P -2 x-rev rse+apered<leepers # 4 e m -.�- S c�oN c C m V Ver<a dim 9B® " if It IH C�U VG Trim boards P T� J P.T.2 x�o mud<ill w/roimpsonmlyAl'�' 1�i 9 C/Y°AJy 2 o Jai<+<0 1!o o.c.)I a- °' r "' wochors a 2'-!0"o.c. aki P.T.2 x!o Nailer ei/B"TY X'Firecode dr all — --W.G-oihin 1 e ei"t.w. W&"Type"X"Flrecdde drywall P< Yw 6"H.v.Insula+ion %O q es - Q 3 W i Ogg to roteel beam I �� _.__-_g yB"TYPe"X"f7rywa1l Om p - wrapped w/O/e" -yp.�X" - ��_ -----Vyoorm o all door and window+rim Fire40de drywall. ( himp<onm WT 9 1 o Hangers e 1!o"o.c. Tuff-n-f7ryw founds+ion seller j _ 0 0 1/2"m heel/Goncre+e - - GARAGE . a_za G <uppor+column w/ei"xZ•'x l/4 u - - ^ bearing plate<+op and • B"x a'-o"poured eonci-ate founds+ion.. I - - - _ - caner.+-<Iwb �_' 3 Q;o e rj w/F 1 iberme<h® —_ 5 !0 11. of va or bwrr!er - O 90 1 2 U e -_.. •z o r d x mo I.G"x 1 2"Gan+inucu<concri+e - concre}e foo+� :'f ♦ i. - .n w 2 4 e :. .... ... .. .. .... _, .. ..., ...., ....:...... ...foo+ / x a ,... 0 nq Y k a�l 35 _ ag i O 3 O O ++ OC V Use GertainTeed:Form-A-f7rain® • for wll-footing forms. � " �� � � Lo- rd ��p�uiL1�ING��G1'ioN uGx ` DRAWING TYPE: A404' LJGA�e:. 2 r, s ( ._On_. P�U�ldlna)GJCL�-101I..G.. SHEET NUMBER: 4 C) E E°hg E 0 LU ° 2 73 I , O 1-=--=----------- ---------------------- I--------- -------------- ------------------------------------� -- -------------- O. NoTH e�eTtoN s / v 2 Ln -a # c a aFH mx 00 IT — �rasg°gam 5�95�0 i pM�.'Fl } "T, =a R s r ' -pi2AWING TYPE: I r�le.�a�'ion6 ------------------------ ----------------------- -1 - I------------------------------------- —_—_--.__—__--_—_--_----__— � � SHEET NUMBER' ASoo heal e: 1 /4 L 0 E �-I€00�59 1-7 nE nE no LEI] Ell FEII FEI [El F-11F q p I rr BUD H F PA Ak lu } - 0 .. z I l r- ----------------------7 ------ -------------------------------------------------- --- -------------------- ---' Q 0. d. m _ O S v� E W J C Q V®m m-3. p m 3 I mm 00 $vvu_3 - - a�a QOQOh I I -I 1 �Je.AWING TYPE: I , I eleva�F-ions I i I I SHEET NUMBER: � I i ---------------- -- A r7 Q A°i0 Gale: t /4" _ 1 '-U" I I f � \� .,, - 4G'-!o 1/4• 9'-x%/9•• 92'-D .. m 00 j� 33 4 I IMW r1\'''(�ftv'/^// 10,_0.. !o'-I m• 9'9• >'�I 1" I )'-11" m. OE00 1 E 8S '� i c t c c c 2 0 C am Og3�g I I I Glevn+imne TOP 2%.>' - __ _____ ____ ________ _______ I I ___ V -- ----- ------ -- --------------- ----------------------I------- ------ ----_-- _L-- ro C ornm Porm-A-or.rnm tm grnd.l..re ------------------- -- — •'-`- — — -----, 1.. -- -- -._. -- -- - � 1 - ------- ----- I j !Dower eJ-4+ -Pump u.e Gertn n eeererm A--o- 1 7 f req ui—f fore eman+ 4"Poured eenorete..Inb - 1) I - _ -�'a nll fao+nq ferms -\j I f'Jw+hraom. _ � ul a o q w/polr�.po 6nr�cr.H�l. j I c �� ..� �L Q 1 lul I `� I�• � � III � -,a. � ,f``LL, +py ' i I , �-column urenbo•xoo•xl x^ I I W I I _ Pau-ed cencrc+c foa+mq I , _ rk T -T l I o I Q 7 Q _ I 1 I I G'-9 9/9" � i 1>'-Z 9/a" i c 1>'-4 9/.9• i 16'-9 9/9" I I I I � � .- _� t a--- ------ -- -- - - d 9•Pevr.d cencrete slab 4'F.—A cewre+e dab I w/Fibermeahm nndGMl. PAMLYR-OOH w/Pibsrmsallm and la Ml. - � � il, I ' . I b.vrier. Sri'-ri•x S 1'->• { - .. I Pm y v.par poly v4par b.vrier. fJ?. GAR-AGE - � 1 LLJ ' I - 4 I ( _..___ -_______.H 1 or'Th l,.mbrid�e• a_� �I � .Q`U I; 1>' P 9/9` q 1>'-x•l/9" I G'9�•i/4" _ { '0 , - 9 I/P•m rm+esl/Goncrote -� I� I � 1 , _ cd Yon 90•x%m"xf E" II I I f I �^p d wre+s feotmq _ I - I I wlox2v rmreel bcnm. I •1 L � j 1 i� I .-.._ - J � wlox4mrmteel beams I 0 I 0•x0•xl l•oenm porker .____I - 'I I I I I - N ___ .--------------- cm43 I o o III 1 Q f V 'Z''� N I c y 1 - - I 4^Poured eenere+e+.4b I I I i f a i O I I 1 Nelmes Deer'The Gnmbridge• � � � r b I It pob�npor bnrne� i I I r.o 1 0•o•.>'-m - �•- - o J 'eE n Aneersanm Y a l> I I - f 9 T I , H7 �- p o rn - f ro.5'a 1/4'x 1'->9/9• ', 1 IG•-a•x 9'-0• :�� ; II: 1 � d 6. U pA / O n 1 I Proxwm• 4•Pourcd oencrete slab a L. _ _________ _________i I C w/Pibarmeshm and G Hd. , I vro T.O.F.toevnde - 11� - -`d ^°1+f- - --o , - I � -�-Ornin Ferm-A Prn�nm to 9rnde her Q, 0 00 I 1 « , .. Use Gert T ed:Form-A9r4ina - r__-__ 1 f d m ----- -- for all iee+m farms. - 1 - _ Use Gert T kPmrm A-Prwinm� � - - r-----" - -- - - - a I for nIl fomf nq ferms. 1 � I _ i\—Use Gcr+ninTsed Penn A�Orn�nm 0 -. , fer 411 fec+mgferms. a - --_ CI-+ien®T.m.P 9 1.>'J � u-e, t I,To.Ar, A Ordinm. - 8 m - - 00 . --- fer dll-fmohmq forms. O 3 r V HIVI KE DET CT RSREVIEWED agmSMO DATE S 0.0.12C STAB BUILDI DEPT. va'-o•- -- -- ----------------- ---- -----------... .-...--... .----_.. .. --- DATE --- -- Flv�nEPARTMEN7 — -------- BOTH Si REQUIRED FOR PERMITTING 'DRANING TYPE: FOONr2A-r1oN K.AN Gale: f/4°.= 11_Q«. _ SHEET NUMBER• A 100 1 1 . IG'-91/2•' r 99'-if/4•' __-- ___—__--- -_—_� �� �..S p,S E$c . f. w�° 1 4'-> 1/,• -III' p/'°� � �yss��a�9 n» onrw cwxe _ 1• >• -i• 1 1•-a• -- ___--_._I _ �l a 0 g 5 e o ..na,„o i�ne .,,.\.....��®e�w "' o p o �----- --->r� ------ --'!•——�=- ---�s.-. t-� e g 9 o t y g'g B s"a '4 p Q,o Q Ul v -7 <o <o <o ..,LLow:aboYs:o""e:, .,.:'a m e 4 0 < e <` ' T.a1:lo°i�.rwo:c..c.xcR..+,wc..: � k neowe�el..e.al mus.,llo m\.I.a.ac.e ..e. \O s A 44- DESIGN RECOMMENDATIONS:MOOD RAILING FRAMES 4 _w11 W Al 1'Id IrZ/nlle•`a 4'!4 I�I owV I I qj r- I � — , 4 j AW91 O m I Oysn ilecctc w/GlowtHddc e.f'-1 1 1 9/I!e••2'-4 >/B• I m HA-Tr-R beoR-ao.H S`� I I I 6 _� •.— --- - - a•i e - e �.mt.ai.m�4lm 91 r-si/,• -- - - ---------- a --- -- o -+__ J` e A- e . . - bin w.hele c - __ " . .J CM N a O d a d'FINY 1 Andcr.cnm AW 9 1 O m Q C a � _ :(dd'�.t.:rwry, e.Y'-1 1 1 ci/1 G••2'-4]/B• � Y \ � -a L � m -AndarccncTW109HP'iG410-IB- --_ --__-___._---___—__-___— .\__, •� '.� < d O _ M- 0 9' Z 1 1/i!d•9'-O>/D• a - i 0 a � - Z O 0 O Y C.E ' \e 14-7•x to-I 1 l' .Jo•�. o. l. ' w/41.c.enuorure E!(T�Y POYCR- .t �� �+ � PANTT-r 9 ]1 x m 3 j 0 1 7 A,,4--Awo I - m G••Z-9]/a>/a• OO_ .. v : v b am cw4 __ _ 101 4t p �-. la• °3y'O�o ass � MHz'. pan\\ � Fi�-�T FLoo� PLAN €�mo YOOpJ3� c � � A200 h�Al e:A /41. Po 'm Qo Pb ?m Po .0 sm ` o�igoo t]q� 13 - ° DRAHING TYPE: d 7.-1 1• i C i i C C SHEET NUMBER: . I]'-O• 1 4'-.I 0 1/4' ]'-O 1/4' a'6 1/f• D'-> i/B• j 9'-D 1/9' i ] a 9/9 -- braeLoaaeaconnection aiaeI_oageaaonnecuon joistnarnger 1/2"dia.Bolt(b) 1 3/4"Versa-Lam AJS"Blocking Panel REVISIONS: BY: Bearing Weill Below Nail Pattern Use 3"(10d)nails at T o.c. Toe nail run board to plate w ith 2/s"(t3ti)nails at Max Uniform Load 6"o.c.or with 3%"(16d)nails at 12"o.c. Rimboard and AJS T`'§ideby-side. (lbs.per lin.ft.) 12"o.c. 16d common nails. \ Nail rim board and rimjoist with F Number of \ 2/'"(8d)nails at 6"O.C. Members 24"o.c. 12"o.c. 6"o.C. See chart Max.Uniform Load Bearing Wall Above_ _ _ 1 3t4"Versa-Lam (lbs.per In.ft.) Nail each end with Number of 2 rows 3 rows 500 1000 2000 Load Bearing L _ _ _ _ _ _ _ _ _ ; BoltSpacin 1!2"dia. 2 Members (10d)nail\ Bolt(b) 2"min. 2 520 780 _ r 3 375 750 1500 \ Walls Non-Bearing Wall Below ® 3(a) 390 585 4(a) 330 670 1330 2"min. / I Non-Bearing Wall Above (a)7"wide members must be loaded from both sides. (b)Design values apply to common bolts(grade 5 or higher) j a} Nail pattern for 3-piece member must occur on both sides. Use flatw ashen each aide and drill holes 1/2"dia. DL t— — — — — — — — — — — — — Staggered (c)All values in the table above may be Increased 15%for snow loaded roofs ai 11/z"minimum end bearing length Solid block all posts from 25%for non-snow roofs w here code allow s. Nail values may be increased by 15%for snow-load at all floor and roof details. above to bearing below. roofs and by 25%for non-snow roofs where 1-2'/"(&�nail for Post Below Post Above building code allows. each joist flange —Versa-Lam LVL beam ` Multi le Member Connection Bolt Multi le Member Connection Nail Attachment at End ® F50 F49 F13-D F13-E kin Panels at Interior Bearin F08 Post Load Transfer Rim Board ���e�ader0 enin Exterior End Wall Su ortN.T.S. NTS N.T.S. NN.T.S. - N.T.S. -p S F13-C Support r Post Above & Below , .., •., x 0 LL J Note: beam depth 11-7/8 . w UJ w See calc D4. > w 14 11 14 p D w :. .. ..r . �, ;. t _ Z W m r l r I F 7 I F I F H l� Mo ? J H 1 St Floor Q 14 Framing Schedule- No)minalized Level 1 AZ Tag Qty Descriptiom Length 141 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 9-1/2" AJS 20 MSR 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 52 9-1/2"AJS1TM 20 MSR 10' o" 16 OCS (II L4 2 28 11-7/8"AJSTM 20 MSR 36' 0" 3 28 11-7/8"AJS?TM 20 MSR 34' 0" 2J L J ' J JUL AIL J L J I_ J i_ J I_ J1,10 J L J L _J L J L J L J L- JUL JUL J ? J L J ?.-. 1 J L J L JUL J ' a 3_ 1 J L JUL J L J L JUL J l 1. 1 1_ 2 4 2 11-7/$"AJSTM 20 MSR 221011 J �_. J -__ J L ! L J L _J J ) 1 __ J _ J ._ J L J L J J . 7> _ .7� I I 5 1 11-7/8"AJ�TM 20 MSR 18' 0" I 6 2 11-7/8"AJSTM 20 MSR 41011 1 i I 2 1-3/4"x 11--7/8"VERSA-LAM(D 3100 SP 36' 0" i I r 4 1-3/4"x 11--7/8"VERSA,-LAM<J 3100 SP 20' 0" Notes: I I i l I 9 4 1-3/4"x 11--7/8"VERSA-i_.AM0 3100 SP 4' 0" i t I I Shopdrawings, typical details ' " „ and framing plans outlining: I I 10 2 5-1/4 - -e x >�,� � g i x 9 11/2 VERSA-! .�3100 SP 12 0 I I i Installation procedures and unit _- Identification _ _ ntltication 11 1 5 1/4 x 11 7/8 VERS:�, LAMCI�7 � marks,shall be I I ,.100 SP 18 0 1 I submitted for approval b the Y l I 12 4 Steel Beam ' project I I � 36 0 p j architect and/or engineer. , Exact quantities ntities and lengths are 13 BLK 11-7/8"AJSTM 20 MSR 6$' 0" I I the responsibility of the contractor. Contractor is to verify all beams I 1 and joists at their exact locations j The floor system(I joist, LVL)are I 9 4 4 designed for floor loads only. l I I I 15 I 1 11 1 __ __ —' f Roof loads from rafters, bracing, and beams must bear on exterior I I I I I walls and Interior walls with bearing straight through to a footing. Any i I II 2'. I 13 12 I I I roof loads carried by the floor system must be s I o Indicated on th— — e framing plan submitted to us for take-off. I I II I Product to be stored I handled and d I I I I I I installed in accordance with 15 3� 3 3 3 3 3 3 3 3 3 33 3 3 i  -_ _-3-=-3*- =3-3 3 3 3 3 3 3 3 3 3 i3 manufacturer's recommendations. 2 2 12 2 2 2 2 2 2 2 2 2 2 2 2 12 2 2 2 2 2t t_J 1 2 2 2 2 2 2 2 i� 9 i l 10 f I I I I i I I i i - -- - - - _ I 1 st Floor I l I 8 2) - - = -- -- - - -- - -- - - -I- -- - - -_ -I ® Accessory Schedule I r I i I I i i Tag Qty Manufacturer Product Description , 1 I I H1 4 Simpson Strong-Tie Inc. HUC412 Concealed Flange 3-1/2 Face Mount 1 8�2 I i H2 62 Simpson Strong-Tie Inc. IUT310 2-9/16 x 9-1/2 to 14 Face Mount i ( H3 4 Simpson Strong-Tie Inc. IUT312 2-9/16 x 11-1/4 to 16 Face Mount I II II I I II i II I + , I I i tJ-I1g(t _74 —It—t— B 77 f f-ftt t- d-, A] t-u ff 2 J II I — I � 15 15 I 6 6 15 15" START FRAMING HERE _ - - - - - I - a? o Level 1 Al RUN JOIST 12"0/C THIS AREA. 15 a� L ` U a p -0 0 11- /8 0 7 A 20M R AJS S Ito 16" OCS ��� SEE CALC D10. y o U- o tv L3 0 a,M to Q- c a� � 1 st 1 /4" = 1 1.011 B R C FRAMERC)6 n r n SCALE: 1/4 = 1 -0 j DATE: 7/28/2006 BY: be FILE : St Peter Bra wn.bcf DWG: SHEET: 1 /2 jo)lstnan er REVISIONS: BY: Bearing Wall Below _ side Loaded connection sloe Loaded Connection _ 1 3!4"Versa-Lam AJS,M BlockingPanel. 1/2"dia.Bolt(b) Nail Pattern Use 3"(10d)nails at 6"o.c. Toe nail rim board to plate w ith 2/z"(8d)nails at Rm board and AJS "side side. 6"o.c.or wdh 3'/"(16d)nails at 12"o.c. "side-by-side. Uniform Load / \ Nail rimboard and rimpist wdh (Ibs.per lin.ft.) 16d common nails. (8d)nails at 6"o.c. Number of „ 12"o.c. 2,�„ -Members 24 0.c. 12"o.c. 6"o.c. See chart Max.Uniform Load Bearing Wall Above 1 3/4"Versa-Lam (Ibs.per In.ft.) Nat„each -3 end — — — — — — — — — — — — 44 zNumber of 2 rows 3 rows 10d nail L. _ _ _ _ _ _ _ _ _ _ _ ; P 9 12"dia. 2 500 1000 2000 Members Bolts acin ( ) Load Bearing Bolt(b) 3 375 750 1500 2"min. 2 520 780 \ Walls �\ Non-Bearing Wall Below ® 4(a) 330 670 1330 3{a) 390 585 2"min. Non-Bearing Wall Above (a)7"w ide members must be loaded from both sides. _ _ _ _9 (b)Design values apply to common bolts(grade 6 or higher) (a) Nail pattern for 3-piece member must occur on both sides. -� Staggered Use flat washers each side and drill holes 1/2"dia. t— _ , (c)All values In the table above may be increased 15%for snow loaded roofs si 1'/z"minimum end bearing length Solid block all posts from above to bearing below. - - - - - - - - 25%for non-snow roofs w here code allow a. Nail values may be increased by 15%for snow-load at all floor and roof details, i Post Below Post Above roofs and by 25°r6 for non-snow roofs where2/p�(8d)nail building code allows. Versa-Lam LVL beam Multi le Member Connection Bolt Multi le Member Connection Nail F13-D Attachment at End kin Panels at Interior Bearing Post Load Transfer Rim Board LVL Header 0 enin Exterior End Wall Su ort F50 F49 N.T.S. F13-E F08 F14-A F19 p 9 N.T.S. N.T.S. N.T.S. N.T.S. Post Above& Below i I F- w �Wp 2 � J LLIW � W H W FL OCn > W ZQW = W m �- mpZ J ~ In Q i I I Notes: Shop drawings, typical details and framing plans, outlining Installation procedures and unit Identification marks,shall be submitted for approval by the project architect and/or engineer. Exact quantities and lengths are the responsibility of the contractor. Contractor is to verify all beams Jf and joists at the ir elr exact locations. The floor system (1 joist, LVL)are designed for floor loads only. Roof loads from rafters, bracing, and beams must bear on exterior walls and Interior walls with bearing straight through to a footing. Any roof loads carried by the floor system must be so Indicated on the framing _ plan submitted to us for take-off. Product to be stored, handled and Installed In accordance with manufacturer's recommendations. 2nd 1 /8 1011 If 1 _ 1 /8 11 1_ 11 1 0 3rd Level 2nd Level Framing Schedule- Nominalized Framing Schedule- Nominalized Tag Qty Description Length Tag Qty Description Length 1 2 5-1/4"x 16"VERSA-LAM®3100 SP 18' 0" 1 2 5-1/4"x 9-1/2" VERSA-LAM®3100 Sp a N a v� m ca o y o > 0cu Cn 2 BC FRAMER® 6 SCALE: 1/4" = 1'-0" DATE: 7/28/2006 BY: be FILE: St Peter Brown.bcf DWG: SHEET. 2 /2 S _ a 0 o m AREAS OF DISTURBANCE: a INNER RIPARIAN ZONE (EXIST): 0 SF (PROP): 0 SF \Xz OUTER (EXISTING): 5579t SF* R°ufe 6A OUTER (PROP.): 5973f SF** *INCLUDES EXIST. HSE, DRIVEWAY, SHED AND WALKWAY 0 **INCLUDES PROPOSED HSE, TOTAL DRIVEWAY AND STAIRS - TOTAL RIVERFRONT AREA = 18,850t SF o � o EXIST. DWELLING PROP. DWELJNG m i E>aST DECK I LOCUS MAP �------J SCALE 1"=2000'f ASSESSORS MAP 351 PARCEL 50 LOCUS IS WITHIN FEMA FLOOD ZONE C ZONING SUMMARY ZONING DISTRICT: RF-2 DISTRICT CV / II✓.-22- - _. _ 1 � jT ,j``\£4cF OF BENCHMARK MIN. LOT SIZE 43560 S.F. i # / � � \� // \'\, pq� HIGH PT. 27 2N ROCK MIN. LOT FRONTAGE 150' r EL \ MIN. FRONT SETBACK 30' _jl NMOWED GRASS \ �� QO \• \ 'f MIN. SIDE SETBACK 15' AREA \ \ �TF MIN. REAR SETBACK 15' \ \ PAVED `� WATERWAY \ 6q #2l/10 \\?p` \\ \\ ��\ 1 j o` �� \ "I \ T � •. � �..� \ OWNER OF RECORD �- •�.. �1 LOT 2 I ,\ ��� y� ALA/ � �.• & ERICA BROWN 0.7 ACt L ; \ `� \ C��j'� 4131N MAIN STREET •.\ Ivws�• :� (3b�492 sft) % �• ` \ 1 I \ 20 (CUMMAQUID) BARNSTABLE ••` •` •.\ \ \ 1' ': STONE , St 26 Proposed rock retaining .wall i / ` \ \UNMOWED tRASS ' 1 I' DRIVE' c ` "'TM R\ Pa EFERENCES yy� LCP 16718 B IVW7, ' /q 1 1r 2`J /• * ISOLATED \ \ mac/ ' % 9 ���,� "I 2 � ` GIN '� �`� EXISTING 3 BR TITLE 5 SAS AREA r INSTALLED IN 2000 .-� &WETLAND 1 / r ; �' dIRIE � MATH EXISTING 40 MIL UNIER AT 5 OFF NORTHERLY. �iERT. 162062 1 /! i / ,\ \ WESTERLY AND SOUTHERLY PORTION OF SAS #8 .725 SFt rl � - E{�� `� S �\ SAS CONSISTS OF 4 FLOW DIFFUSORS WITH STONE 1 I / / r. ° �� !l \ ?6` \\ AROUND J5 / '�. ``r , 1 p�\ , , z, , � _ `�So NOTE • IVWf 0 1 Q�/ i I / %r 116s F lY,q� - � � �/ �� ':• .. :. .�Pr� expos °'�•�r�o � � a ��`.E -- � � � ` � \�\ r`� .. drr oy `�¢ o - a� \cF pF DOWN rCAPE ENGINEERING, INC. ON 5/25/06LAN IS THE RESULT OF A SURVEY RFORMED BY / I 1 � �. '• r � JIENT �oRemow store `?�p• \ ay EXIST \ �� ELEVATIONS ARE BASED ON AN ASSUMED DATUM / O' / �� �/ :s WO/I � I - LAWN \ \ — — Proposed Dwelling THE LOCATIONS OF UTILI 1 S Top Fndn. = 31.7E SHOWN ON THIS PLAN ARE APPROXIMATE. PRIOR TO ANY STONE EXIST. GARAGE SUB - ELEV. 23.7• \ �� EXCAVATION ON THIS SITE, THE EXCAVATING CONTRACTOR • / = : " \ : \ 1\ \ I SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG !7 f/ \ 29_ / \ SAFE (1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR EQUIPMENT IN THE i proposed stairs — EXIST. ST i l •s EXISTING CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS. UNDER BURNED 3 BR HOUSE � / � (I-ATCHED) / N ,\ \ \` , \\ DECK(REMOVE) \\ % TF=EL29.6' (to be demolished and THIS PLAN HAS BEEN PREPARED FOR THE PURPOSE OF •.•\ � � �- _ \ ` ' �ok� OBTAINING A BUILDING PERMIT AND IS NOT TO BE USED DEN - yam\ p o / FOR ANY OTHER PURPOSE. / REFER TO SEPARATE 'PLAN FOR LANDSCAPING DETAILS ••\ t`ri 3 . Proposed 1500 gal. septic tank s r o ; '6 p I • 'as,, tiFo y \ , F O / (pipe at min. !X pitch to o� w`� `. GARD \ _ �_ exist. pump ch omber) \GARDEN EXIST. W (RE-USE) BLUEBERRY \ \\ \ \ t r 1 \ \ BUSHES Exlstmg pop/mv (5) _ ; SITE PLAN OF LAND to be removed ��� �\ \ J,� 18: MAPLE ?¢` , Proposed 3 bedroom swelling z � 1 #4131 ROUTE 6A GARPEN (CUMMAQUID) BARNSTABLE GARD -:;L- ^ PREPARED FOR / 3 `� •� f �' � � ) Note: sew��ge elector pump required for bathroom; %n basement (< 25Z of total �o \ ; flow) ALAN & ERICA BROWN • NGSET \ -�\ �/ \ DATE: JUNE 6, 2006 #3 \ i \ REV. 7/10/06 (WLL) Foundation '/esign by others Scale:1"= 20' •� `\�` ' 0 10 20 30 40 50 FEET �J(c •� v #2 off 508-362-4541 fox 506-362-9WO o� p,Cif� JtA OF,I{�S�A � o�� �y down cape engineering, inc. ARNE ,� ARNE H. � ALA o�ALA M �IVIL CIVIL ENGINEERS 307,92 LAND SURVEYORS 939 main st. yarmouthport, ma 02675 D TE ARNE -H. OJALA, P.L.S. 06-088sp.DWG a 6— 8 - -- -