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Home My WebLink About0060 POWERS DRIVE A ASSESSOR ' REF: FLOOD ZONE: Map 167 Parcel 018 Zone C, B & A10(e1.=11) Community Panel No. OVERLAY DISTRICT. #2July 2, 99 199 D July 2 J AP — Aquifer Protection District ZONE: RD-1 O S&T Area (min.) 87,120 SF (RPOD) Fnd ✓ohn R /V Frontage (min) 20' Width (min) 125' Ej� Setbacks: y� �Q Mocioiek°beth Front 30' i. S ) Side 10' Rear 10' ga hoc h��ry 248 65.2' 86' 2°ne CBIDH Fnd `C) Fnd C _1N/)l 56.7' 2°oe q 1� � 6 Q� Lot 2 Area To BVW 77,375t SF I �ll�Vll L=18.55' 0 R=20.00 ° New Concrete o zo Foundation \ #60 IP Q Qa, \ 2 Sty Dwelling Fn With Walkout Q \ Basement o C.)D 70�e7 k O BVW8�. \ \ Former House \ \ � '� \� \ Location A BBVW6 \\ 67.3' 1 0810H Owe ll Fn d f .� Pi `AI �BVWS . .: � � �Vv Bordering Vegetated Wetland \ .: As. Flagged By ENSR WVW4 1�� OD If �.1 & Donald Scholl * BVw3 \\I S 65eGNp Bvfns c� Annual MHW E1=2.3' (NGVD) 4 V �, (also flagged as river book) 15 sor G "Wood Ro d" (8' wwn on Planide) r6B�N2 .as Shot 383 0Q Page 26 �ated Jan 27, /�j 1 / 1983 N /evwI NO NO M . aO 04s,>4�'y 1 certify that the new foundation shown hereon RICHARD R. conforms to the setback VHEUREUX requirements of the Zoning PLOT PLAN b N0. 343122 o Bylaws of the town of At60 Powers Drive Barnstable. BA RN" STABLE Prof d Surveyor D to (Centerville) NOTES: MASS, DATE. 171DEC112 SCALE: 1"=50' 1.) The structures shown were located on the ground 0 25 50 75 100 FEET by conventional survey methods on (or between) 08/AUG/07 and 17/DEC/12. PREPARED FOR: Damian E. Dupuy 2.) The property line information shown hereon was 148 Orchard Street compiled from available record information. Millis, MA 02054 3.)• This. plan is not for recording and is not to, be PREPARED BY: used for construction layout or deed description CapeSury purposes. 7 Parker Road Osterville MA 02655 DWG #: C443_1gl cpp3 FIELD BY.- WHK/MLL/DWB (508) 420-3994 / 420-3995fax _�- TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map— Parcel �r Application # �� 6 pp l Health Division Date Issued Conservation Division -S�3' �� .3�t�� r loltS��Z Application Fee lob Planning Dept. Permit Fee Ll Z . Date Definitive Plan Approved by Planning Board lVql L& Historic - OKH _ Preservation / Hyannis Project Street Address 60 POW F-;Z-S De-1 ✓6 Village �CCN/EfZ✓1 LLC Owner 1 /✓tm 1 4,1 L)V P l/q Address pell-Al 1L.f Telephone '7 7 9 ^ ! / 3 '7 19 2- Permit Request r S �' !g J( 22 ► S'T�i2.�f-C,- V) LD I N er 5L!:!B t�N P 4 i 7 a nl - Wove Fi ---f i A;�7 - CED PnZ S'/D/A14r- A5�/fizz-% �ozJ�' — ICIO t KIS U L A--r^l TNT - Nb Ui7 LITI C-,4 Square feet: 1 st floor: existing proposed '2nd floor: existing proposed Total new 31 b Zoning District 1 ( Flood Plain C- Groundwater Overlay Project Valuation Construction Type Lot Size 67 (2 0 Grandfathered: ❑Yes IMo If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No 'On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other SLR-s O-Ni C-hz"C- Basement Finished Area (sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 0 new _t'a Half: existing Tn new Number of Bedrooms: new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other N '- v Central Air: ❑Yes No Fireplaces: Existing "—New Existing woof c al stove❑`q- XNo Detached garage: ❑ existing new size_Pool: ❑ existing ❑ new size _ Barn: 61 isting flew size I SX ZZ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: SO Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use P> .1J APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Nam®' T1 VtE14Itf_60P- Telephone Number SU 8-- 3(3 Address Z61 License # 77 3 S Uhl C k+ Y►1 A- Home Improvement Contractor# . 13 2_1 3 S aZ(4o 5 Worker's Compensation # MON(,319 6 q 3 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ` DATE I I 2-- FOR OFFICIAL USE ONLY APPLICATION# DATElSSUED MAP/PARCEL NO. '4 • ADDRESS VILLAGE r j• OWNER DATE OF INSPECTION: p� FOUNDATION Qv�tL ��So.res®�2.e7�1L i FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL r GAS: ROUGH FINAL - FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO.". i From: Damian Dupuy<ddupuy@comcast.net>. Subject: authorization to get permit attached thanks, Date: October 8, 2012 5:48:20 PM EDT To: Pine Harbor Wood Products -Harwich <info@pineharbor.com> ' 1 Attachment, 1.3 MB VINE BOR _ W10, 'J ,PRODUCTS , 326'Yarmouth Road Hyannis MA 02601 '508 771-M07 t h'yannis@pin.eharbor.com• 259 Queen Anne Road'i!r'Harwich;.MA=695'•.508-430 2800,•.--infoQpincliartiaccom 800-368-SHED(7433) •w%v " harborcom . r Owners A,utho� zaton = - k I G vvi G as owner of the pi operty'' located at �i�.C7 Pp,GJG�'S �, e f e: ✓, >> f s '(lle6&rty;Address ,, �J ( ct toniny authorize Q„� ham ; o ac (;Nqmc of Contract orlA gent> behalf in,all�rriatters, relatve,toNwork authorized by this building permit application µ, s j Owner's Signatureli b aLL F- .. 4` 1.f east cape engineering, inc. 44 Route 28 P.O. Box`1525 CIVIL ENGINEERING Orleans,MA 02653 LAND SURVEYING WATER RESOURCES L� LAND COURT SANITARY ENVIRONMENTAL 508-255-7120 PHONE SITE PLANNING ' - - STRUCTURAL 508-255-3176 FAX CERTIFIED PLANS WATERFRONT WEB SITE: www.eastcapeengineering.com October 13, 2009 Mr. Jaime McGrath Pine Harbor Wood Products 259 Queen Anne Road Harwich, MA 02645 RE: Structural Requirements for Wind Loading, Pine Harbor 18'x24' Shed in 110 MPH Wind speed in Exposure B for Wiseman, Deer Run Rd.,Nantucket Dear Mr. McGrath, East Cape Engineering,Inc has completed'structural review for your standard 18'x24' single story shed for the Wiseman project located on Deer Run Road in Nantucket. The purpose of the review was to provide connection and framing requirements to be used for construction of the 7 ft. high wall shed structure that will meet the new wind requirements of the 7 h edition of the Massachusetts Building code for wind speed 110 MPH in Exposure B. Based on our analysis,the following requirements for connections and framing are to be applied to this structure in addition to your standard framing notes: 1) The sill beam/plate requires connection to the frost wall using 5/8"anchor bolts spaced 32"on center imbedded a minimum of 7"into the concrete and attached to the sill with 3'x3"xl/4"plate washers. 2) The maximum spacing between vertical posts in any wall is 6 feet and posts,tie beams, and roof rafters should oppose each other front to back to create bents where ever possible. Minimum post sizes is 6x6 in the gable ends and 6x8 in the mid-spans, unless post spacing is reduced to- feet on center, then 6x6 may be used. 3) All posts connected to beams shall be connected using Simpson AC, ACE, or . LICE post caps (depending on if the post is midspan or at a corner) installed in accordance with the Simpson C-2009 Catalog. 4) The posts are to be connected to the sill plate using Simpson ABU66 post bases with 5/8" anchor bolts either wet set or drilled and epoxy set in accordance with Simpson requirements. a 5) All purlins, angle braces, and other minor elements.to be connected to posts or beams using a minimum of 4 Timberlok screws. 6) Tie beams must be hung on the top plate/beam using Simpson concealed flange hangars(HUSC48). 7) Roof rafters shall be connected to the top beam/plate using Simpson H10-2 clips. , If there are any questions on this matter,feel free to contact me. Sincerely, r MARK A. C E O CD CIVIL - Mark A.McKe ie P.fio.39068 Treasurer,East ee ` �SS/ONAI ECG I x. TOWN OE SARNSTA&E (� November 27, 2012 Mnc K E N _1E Mr.Jamie McGrath ?f 011 ` : 05 ENGINEERING Pine Harbor Wood Products CONSULTANTS 259 Queen Anne Road structure] civil emiro=ental Harwich,MA 02645 aI/�Is c ; - RE: Structural Requirements for Wind Loading,Pine Harbor 18'x24'Shed in 110 MPH Wind speed in Exposure B for Dupuy, 60 Powers Drive,Centerville. Dear Mr. McGrath, McKenzie Engineering Consultants, Inc has completed structural review for your standard 18'x24'single story shed for the Dupuy project located on Powers Drive in Centerville. The purpose of the review was to provide connection and framing requirements to be used for construction of the 7 ft.high wall shed structure that will meet the new wind requirements of the 8`h Edition of the Massachusetts Building Code for wind speed 110 MPH in Exposure B. Based on our analysis,the following requirements for connections and framing are to be applied to this structure in addition to your standard framing notes: 1) The sill beam/plate requires connection to the frost wall using 5/8"anchor bolts spaced 32"on center imbedded a minimum of 7"into concrete and attached to the sill with 3'x3"xl/4"plate washers. 2) The maximum spacing between vertical posts in any wall is 6 feet and posts,tie beams,and roof rafters should oppose each other front to back to create bents whenever possible. Minimum post sizes are 6x6 in the gable ends and 6x8 in the mid-spans;unless post spacing is reduced to 4 feet on center,then 6x6 may be used. 3) All posts connected to beams shall be connected using Simpson AC,ACE, or LCE post caps(depending on if the post is midspan or at a corner) installed in accordance with the Simpson C-2012 Catalog. 4) The posts are to be connected to the sill plate using Simpson ABU66 post bases with 5/8"anchor bolts either wet set or drilled and epoxy set in accordance with Simpson requirements. 5) All purlins,angle braces, and other minor elements to be connected to posts or. beams using a minimum of 4 Timberlok screws. 6) Tie beams must be hung on the top plateibeam using Simpson concealed flange hangars(HUSC48). 7) Roof rafters shall be connected to the top beam/plate using SimpsonH10-2 clips. If there are any questions on this matter,feel free to contac F' �H{, Sinter RK ? to f r Ot P sident L � 1279 Millstone Road Brewster, MA 02631 t 774.353.2144 f 774.353.2142 www.mckengineers.com C � is OFIKE Town of Barnstable Regulatory Services w snRNSTABLE. 9 Mnss. �, Thomas F. Geiler, Director 039. 6. 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 January 23, 2009 Attorney John R. Maciolek -� 51 Union Street, Suite 308 Worcester, MA 01608 RE: Walkway on Powers Drive Dear Attorney Maciolek: This is in response to your last letter. While you keep maintaining that this stairway/dock went in "as proposed"the proposed dock/stairway in the plan was so poorly drawn that it is very difficult to see with a certainty that this dock was shown to be over the center line of the way. As I understand it there were many, many discussions between yourself and town counsel as to how and where the dock/stairway was to.be placed. Your opinion which was successfully argued or your clients would not have received the permit, was that since this is a private way that your client had the right to place this stairway/dock on your clients side of the way and not beyond the center lane. It is the town's position that what was agreed to, has not been carried through.. Therefore the portion of this stairway/dock that is over the center line of the way must be moved. Respectful Thomas Perry, CBO Building Commissioner PROJECT Vito NAME: ADDRESS: �du}�6 �• PERMIT# �C.O 13 LO PERMIT DATE: ley M/P: LARGE ROLLED PLANS ARE IN: BOX SLOT Data entered in MAPS program on: (r o BY: q/wpfiles/archive TOWN OF BARNSTABLE ' ti ,.Building Q► Application Ref: 200906136 BARNSTABLE, Issue Date: 01/08/10 Perilift y MASS. �Ar16 ,339. �� Applicant: VOLLMER,MARK Permit Number: B 20100022 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/08/10 FLocation 60 POWERS DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 167018 Permit Fee$ 25.00 Contractor VOLLMER,MARK Village CENTERVILLE App Fee$ 50.00 _License Num 047667 Est Construction Cost$ 1,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND CHANGE STORAGE SPACE INTO LIVING SPACE ON 2ND FLOOR/CRAFTrHIS CARD MUST BE KEPT POSTED UNTIL FINAL ROOM. FINISH PART OF BASEMENT INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: DUPUY, DAMIAN E&CATHERINE A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL .Address: '448 ORCHARD ST INSPECTION HAS BEEN MADE. '.MILLIS, MA 02054 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS'NO RIGHT TO OCCUPY ANY STREET,ALLY'OR.SIDEWALK OR A PART THEV I R TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON:PUBLIC-PROPERTY,NOT SPECIFICALLY PERMITTED'UNDER TH BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLYi.GRADES AS WELL AS DEPTH AND;LOCATION OF;PUBLIC SEWERS MAY BE OBTAINED FROM THE,DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF,THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM.THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL 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). or BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS tC 2 2 2 �f s�✓ 6�?3�0ale 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 Board of Health TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION CY 0 Map- 1 LP-7 Parcel pplicati Health Division Date lssued Conservation Division Application Planning.Dept: 'Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation Hyannis Project Street Address —(O() ffiwer <S.. T)r Village Owner Dam I an <4, �elfinp, D1wbL4o ' Address rcar �'�. Mi ll�� D�� Telephone 19Z/q Permit R; V ermi equest c2 D r rrvla oll Oe Eno 4- lkis k foo m Square feet: 1 st floor: existing_proposed 2nd floor: existing—proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation L Construction Type Lot,Size Grandfathered: LJ Yes 0 No If yes, attact j porting'oocu&J�ntation. Dwelling Type: Single Family S' Two Family Ll Multi-Family (# units) 4 C) Age of Existing Structure Historic House: L3 Yes Ll No On Old Kings;�8]Highway,:?LJ T Q No Basement Type: LJ Full LJ Crawl 0 Walkout LJ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) 5;! rn Number of Baths: Full: existing. new Half: existing rew Number of Bedrooms: existing —new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: U Gas Ll Oil Ll Electric Q Other Central Air: L]Yes LJ No Fireplaces: Existing New Existing wood/coal stove: Ll Yes Ll No Detached garage: D existing U new size—Pool: 0 existing LJ new size Barn: U existing U new size Attached garage: LJ existing LJ new size —Shed: Ll existing U new size Other: Zoning Board of Appeals Authorization Ll Appeal # Recorded U Commercial Ll Yes L3 No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Telephone Number Address ]?o /3c)-/ R� License # Cc4uJ Home Improvement Contractor# I Worker's Compensation # 7q22-3R9 ALL CONSTRUCTION DEBRIS RESU TING FROM THIS PROJECT ILL BE TAKEN TO Barn(31abie La)1)7r) /I SIGNATURE DATE —� A E 'I t12 U 1 FOR OFFICIAL USE ONLY ' APPLICATION# T ' DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATIONA FRAME INSULATION ,f FIREPLACE ELECTRICAL: ROUGH FINAL ^' PLUMBING: ROUGH FINAL ,R • GAS: ROUGH - FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. - (c) seq � �nClpSec� is �ke �r ow� H C ke4e Cudi' lo , �I�e Soar �hSka�la�o� a.� ls o C2tn� ffv�11e �'by- `1�am, am 1�1� aSe lei �S m ow k'� AAnDV CFU �e i i Y I j e a•o -10 �' 7J 7R r w a ; .. '.io AW �:� Footer on each rafter.....every.4`n is secured through the roof but the others help s.�read rY g P 1� the load.... 4t" The prosolar rails run across the roof. DIJ SHOP DRAO-"N'S APPROVED PPOf— "M;NGi'u /•.;a=RC;Vr L,aS tvC1TFv hdUr A MO i ti Y;« GE 2, RF Sift="F�;SIU�; �r " o Checking is On!y For ganeral c,;nf JfmanGe with the d-2S'-,V; concept of the pri3ject and general cofnnliance .:ith the information given in the contract dCGURlc:nt . rinY 3r..ti�Jf R shown is subject to the reCuiren'Ien (",ts 6f the e-IS nfir� 3 specifications. Contractor is responsible for. which shall be confirmed and corralated at the;'c; siN $ fabrication processes and techniques of coordination of his work with t'l t Of a!! Other trcda5 � and the satisfactory performance of his work. ; iVi$re HzLr 1.to a .a... f I 4 j Structural Certification i Collector Manufacturer and Address: Sun Earth, ,Inc. 4315Santa Ana Street ' 'Ontario, CA 91761: Collector Model Number: Empire EP-40 Gross Area: 40.8 sg �t Trartsparent.A;rea: 3`7.3 Sq Ft Type of Glazing: Low Iron Tmpr Thickness of Glazing: .5/32; .in (4 ,: mm) The undersigned, an engineer registered in the state of Florida does certify that, having used;generally accepted procedures, he/she has determined that`the wind load that maybe.s:ustained bythe solar collector identified in the heading above without structural damage is at least 2074 Pa ( 30 Signed: Date May 3,, 1994 Typed Name .Henry.. M. Healey, P.E.. _... . Registration No.. 35056 f SEAL >Av�," FLORIDA SOLAR ENERGY CENTER TEsting & Qpuations Division �'�Al^�C 300 StatE Road.40L.Cape Canaveral. Florida.32920 THE NONE SERIES GLAZED FLAT PLATE SOLAR COLLECTORS Models EC and EP SPECIFICATION SHEET THE VALUE LEADER IN SOLAR WATER HEATING TECHNOLOGY 4 Stainless Steel Fasteners f Riveted Comers v Low Iron Tempered Glass Low-Binder Fiberglass Insulation Rigid foam Insulation Secondary Silicone `> d• Glazing Seal • Black Chrome orf Moderately Selective Black Paint Absorber Coating • Copper Absorber Plate s _ p., Integral E • Type M Copper Riser Mounting Tubes and Manifolds Channel i Extruded Anodized Aluminum Casing and • EPDM Grommets Capstrip Vent Plugs Primary EPDM Glazing Seal E • 15%Silver Brazed Joint ! i Aluminum Backsheet k PROTECTING OUR ENVIRONMENT-SINCE'1978' I �UH[HHTHIPI. EMPIRE SERIES SPECIFICATIONS IZo °' c r c r a r 4 �a c c J 2 a a m v F=oF all Vz EC/EP21 40 76 3 1/4 21.12 18.70 70 0.72 0.54 0.003 12 160 43 3/8 1 71.25 EC/EP24 36 1/8 98 1/4 3 1/4 24.61 21.88 80 0.78 0.62 0.005 12 160 39 3/4 1 93 5/8 EC/EP32 48 1/8 98 1/4 3 1/4 32.79 29.81 106 1.00 0.83 0.006 12 160 51 3/8 1 93 5/8 EC/EP40 48 1/8 122 114 3 1/4 40.81 37.33 141 1.20 1.04 0.009 12 160 51 3/8 1 115 5/8 EC/EP40.1.5 48 1/8 122 114 3 1/4 40.81 37.33 150 1.61 1.04 0.006 25 160 51 3/8 1 112 115 5/8 MODEL EC THERMAL PERFORMANCE RATINGS* MODEL EP Btu/ft /Day Btu/ft2/Day Category CLEAR MILDLY CLOUDY Category CLEAR MILDLY CLOUDY (Ti-Ta) DAY CLOUDY DAY DAY (Ti-Ta) DAY CLOUDY DAY DAY T1-into' Fluid temp 2000 1500 1000 Tl Inlet fluid tnt e 2000 1500 1000 Ta=ambient air temp Btu/ft2/Day Btu/ft2/Day Btu/ft2/Day Ta=ambient airp Btu/ft2/Day Btu/ft2/Day Btu/ft2/Day A(-9°F) 1,332 1,005 680 A(-9°F) 1,284 971 659 B(9°F) 1,218 890 565 B(9°F) 1,169 1 854 542 C(36eF) 1 1,040 1 720 1 402 C(36°F) 984 677 372 D(90oF) 1 699 1 405 1 127 D(90oF) 619 343 89 E(144°F) 1 390 1 137 E(144°F) 280 62 A-Pool Heating(Warm Climate) B-Pool Heating C-Water Heating(Warm Climate) D-Water Heating(Cool Climate) E-Air Conditioning/Industrial Process Heat. Thermal performance is obtained by multiplying the collector output for the appropriate application and insulation level by the total gross collector area. *Collector ratings are derived from the Solar Rating&Certification Corp(SRCC)Document RM-1 and Standard OG-100. ENGINEERING SPECIFICATIONS (Performance specifications subject to testing error of+/-3%) The following shall be the specifications for the solar collectors. Collectors thermal isolation of the foam from the absorber plate.Total thermal resis- shall be SunEarth Empire model' ,and shall be of the glazed liq- tance shall be a minimum of R-12.The sides and ends of the collector shall uid flat plate type.Collectors shall be tested in conformance with ASHRAE 93- be insulated with a minimum of 1 inch foil-faced polyisocyanurate foam 1986 and SRCC 100.81.The collectors shall be certified by the Solar Rating and sheathing board. Certification Corporation(SRCC)and the Florida Solar Energy Center(FSEC). ABSORBER PLATE AND PIPING GENERAL The absorber shall consist of a roll-formed copper plate of no less than.008 The dimensions of the collector shall be inches in length, inch thickness.Risers shall be a minimum of 1/2 inch O.D.Type M copper inches in width and 31/4 inches in depth.The collector casing' tubing on no more than 4 1/2 inch centers continuously soldered to the shall be an anodized aluminum extrusion(alloy 6063 T5),minimum thick- -plate utilizing a non-corrosive solder paste with a melting point of 460'E ness.060 inch, with an architectural dark bronze finish. The casing shall The risers shall be brazed to 1 1/8 inch 0.D.Type M(1 5/8 inch O.D.on have notched framewalls for ease of plate removal and reinstallation.Sheet EC/EP40-1.5) copper manifolds utilizing a copper phosphorous brazing metal screwed fasteners shall be stainless steel(18-8#10).The backsheet alloy with no less than 15 percent silver content,and conforming to the shall be textured aluminum not less than.014 inch thickness.A 1 inch vent American Welding Society's BCuP-5 classification.EPDM grommets shall iso- plug shall be installed in each of the four corners of the backsheet to min- late the manifold from the aluminum casing. The absorber plate shall be imize condensation. designed for 160 psig maximum operating pressure. GLAZING ABSORBER COATING AND PERFORMANCE CURVE The collector glazing shall be one sheet of low iron tempered glass,with a minimum of 1/8 inch thickness(5/32 inch on EC/EP 40),and a mini- A)Black Chrome(EC Series):The absorber coating shall be black chrome on nickel with a minimum absorptivity of 95 percent and a maximum emissivity mum transmissivity of 91 percent(89 on EC/EP 40).The glazing shall be of 12 percent.The instantaneous efficiency of the collector shall be a mini- thermally isolated from the casing by a continuous EPDM gasket.There mum Y-intercept of 0.714 and a slope of no less than-0.7271 (BTU/ft1-hr)/E 'I shall be a continuous secondary silicone seal between the glass and cas ing capstrip to minimize moisture from entering the casing. B)Moderately Selective Black Paint(EP Series):The absorber coating shall be INSULATION a moderately-selective black paint with a minimum absorptivity of 94 per- The insulation shall be foil-faced polyisocyanurate foam sheathing board of " cent and a maximum emissivity of 56 percent.The instantaneous efficiency a minimum 1 inch thickness,siliconed in place to the aluminum backsheet, of the collector shall have a minimum Y-intercept of 0.682 and a slope of covered by low-binder fiberglass of a minimum 1 inch thickness,providing no less than-0.7995(BTU/ftl-hr)/F Due to SunEarth's policy of continuous product improvement,specifications are subject to change without notice. MANUFACTURED Br. AVAILA&F FROM: I' WIRRTHmL M 8425 Almeria Avenue•Fontana,CA 92335 a U) (909)434.3100 Fax(909)434-3101 - - O ~ www.sunealrthinc.com _>RECYCLED PAPER—SOY BASED IN X`4•, r� O N I 1 VINICI & ASSOCIATES CUIM: Structural Engineers ' e Professional Solar Products,Inc. 1551 S.Rose Ave.,Oxnard,CA 93033 Tel:805.486-4700 Building Departmend Note:NOT TO BE SUBSTI)UTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT. Subject: Static load test results for the following Minimum Mounting System Module Maximum Frame Maximum Frame Frame Load Equivalent Wind Speed Manufacturer length On.) Width (m.) Height*(in.) Obs/11t2) (mph)** Roof rac® Evergreen 65.0 37.5 1.80 '55 1 130 TEST SETUP(as shown in attached drawing doted):Three Evergreen modules,as specified above,were bolted to 136"x1.5"A.5•Professional Solar Products(PSP)RoofTrac®support rails using an assembly of 5/16"stainless steel bolts, lock washers and proprietary aluminum clamps and inserts.The RoofTra&support rail was attached to the PSP TileTrac® structural attachment device with a 3/8"nut and washer at six attachment points.The setup was attached to 2"x6"wooden rafters using 5/16"x 3"Stainless Steel lag bolts.The attachment spans consisted of 48"front to rear with structural attachments spaced 48"on center. TEST PROCEDURE(as shown in attached drawing detail The test set up was top loaded to 55 Ib/ftz.The setup remained loaded for an approximate'period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded.The test setup was then inverted and loaded to simulate the uplift condition.The test set up was reloaded to 55 c', Ib/ftz.The setup remained loaded for an approximate period of 30 minutes.The maximum deflection and any signs of permanent deformation were recorded. TEST RESULTS: The maximum top load deflection was recorded at 0.438",with no permanent deformation. The maximum uplift deflection was recorded at 0.250",with no permanent deformation.. Building Department Note: :This document certifies the Rooffrac®mounting system used with Evergreen modules,as NOT TO BE WITH STANDARDS STAR OR specked above,withstands a 55 Ib/ftz static pressure load,equivalent to a wind speed of COUNTERFEIT PRODUCT. approximately 130 mph**. The mounting system'performedlas expected. Sincerely, James R.Vinci,S.E. This engineering report verifies that Virzi&Associates has provided independent observation for load testing as described in this report resu this load test reflect actual deflection values and are generally accepted as the industry standard for testing module mounting systems. Vint does not field check Installations or verify that the mounting system is installed as described in this engineering report _ To assist the building inspector in verifying the authenticity ofebofz.�� solarthis proprietary mounting system,a p an adhesion,silver reflective'Rooffrac®'label,as shown,is placed on at least one of the main su ra Structural attachment: Lag bon attachment should be installed using the proper pilot hole for optimum strength.A 5/16"leg bolt requires a3/16"pilot hole.It Is the responsibility of the installer to insure a proms attachment ismade to the structural member of the roof. Failure to securelyattach to the roof structure may result in damage to equipment personal injury or property damage. ` :lam+..'; :'•: This office does not express an opinion as to the bad bearing characteristics of the structure the mounting system/modules are being installed on. ICC accredited laboratory tested structural attachments manufactured by Professional Solar Products(including,but { not limited tD Fastlacks,TileTrac®,and Foamlac k®)can be interchanged with this system. t *Modules measuring within stated specifications are in cuded in this engineering "Wind loading values relative to defined load values using wind load exposure and gust factor coefficient 'exposure C"as defined in the 2006(16C)/2007(CBC) '31324 VIA COLINAS STE 101 WESTLAKE VILLAGE, CA 6136 Page t of 2 PSP:RT EG_2 V s 48' 30 37.5" -> I 136" I Building Department Note: NOT TO BE SUBSTITUTED WITH STANDARD STRUT OR COUNTERFEIT PRODUCT. 5/16"Stainless Steel Hex bolt Lj Top Load Deflection: 0.438" 5/16"Stainless Steel , / Lock Washer Aluminum ProSolar Inter-Module Clamp G R LA T Aluminum ProSolar Channel Nut I Aluminum ProSolar Up lift Deflection: 0.250" RoofTrac@ Support Rail, 3/8'Stainless Steel Hex Bolt and Flat Washer �'E- �_ Aluminum ProSolar FastJack®Roof Attachment 5/16"Stainless Steel Lag Bolt and Flat Washer a; Professional Solar Products RoofTrae Patent#6,360,491 RoofTrace Photovoltaic mounting system Evergreen Solar Modules Static load test illustration Page 2 of 2• PSP:RT EG 2 II I 4�ty�_ -- �� ___ —� i Y - TM _.. .. .� i di s d ES-B SERIES ,. r .., photovoltaic panels p ® m 180, 190 & 195 W Ufa rr� MOREelectricity LESS1m laCt Our ES-B series panels have a tight power tolerance and String Ribbon-panels have the smallest carbon footprint � consistently deliver more electricity than competitors in and fastest energy payback of any silicon-based solar panel field tests. ever made. f • i GUARANTEED POWER' ` SMALLEST CARBON FOOTPRINT 5 a fraction of the emissions that result from The minimum guaranteed power is no less ; Our String Ribbon'"wafers are made with than 98°�of the nameplate power making conventional silicon panels. INDEPENDENTLY VERIFIED POWER ` ' 15-MONTH ENERGY PAYBACK Four independent test labs regularly check panel Our panels begin generating truly clean power so you get the power we promise. electricity faster than any other silicon-based panel on the market. ANTI-REFLECTIVE GLASS 100%CARDBOARD-FREE Delivering 2-3%more electricity compared I REUSABLE PACKAGING to panels with standard glass. Reduces disposal costs and on-site manpower while eliminating tons of landfill. HIGH RANKINGS IN FIELD TESTS" i 'I' LEAD-FREE SOLAR CELLS Long-term Photon and TUV field tests prove Our panels make clean electricity and Evergreen panels produce more electricity(kWh/kW). the way we make them is clean too. I t Guaranteed upon initial delivery of the panel to the customer,minimum power no - 5 Evaluation completed by the Energy Research Foundation of the Netherlands less than 98%of nameplate rating,maximum power up.to 2.5%above nameplate (ECN),May 2009 - rating;2 Evergreen power testers calibrated by taking the straight average of test - data from NREL,TUV Rheinland PTL,TUV Rheinland Cologne and Fraunhofer ISE;3 Based on comparing PTO/STC ratings of major competing mufti-crystalline silicon panel brands published by the California Energy Commission in May 2009; - 4 2008 Module Tests conducted by Photon and published in Photon International February 2009,TUV Rheinland tests run from April to September 2008 - mum f ii0 0 i W ?AMO r. gum Y 7 ELECTRICAL characteristics MECHANICAL Sp@CIfICations • • • • • 37.5 71 rl 0.16 L , I 5.6 GROUNDING HOLE Prnp2 180 190 195 W 4.9 P1olamnoe -2/+3 2/+2.5 0/+2.5 % .--- ----------- M JUNCTION BOX "1 -- n Pmu.max 186.1 194.9 199.9 W pP6s1 PANEL �.._ -..... "---:�+m+...:.�.••- ,...+n� Q SERIAL NUMBER Y Pmp,min 176.4 186.2 195.0 W Ppto 154.6 163.4 167.9 W ° _ _.. a lox 0.26 rTlmin 12.0 12.7 13.1 % ° o MOUNTING CABLESHOLES F O Vmp R (10 AWG,UL4703, - 1/4'BOLT' 17.1 17.4 17.6 V Pv-WIRE) Imp 10.53 10.92 11.08 A VD. 21.3 21.5 21.7 V sc 11.64 11.95 12.11 A m PANEL ==01 • • t ' y ID LABEL TNOCT 45.9 45.9 45.9 °C MC•LOCKABLE o rP CONNECTORS 129.0 136.7 140.1 W (TYPE 4) ` LOCKING SLEEVE (-) (`) 0 V1 p 15.4 15.5 15.6 V (NOT PROVIDED) 4x0.16 GROUNDING Imp 8.38 8.82 8.98 A HOLES VM 19.45 19.83 20.12 V CLEAR ANODIZED 56 12x FRAME Pao9.28 9.59 9.79�r A� ALUM INUMFRAME l� DRAINAGE HOLES (NOT TO BE USED FOR MOUNTING) 0.16 v k• I GROUNDING HO ly,�y�n•r..•if°" M•iR=� _ 1.6 35.9 p The typical relative reduction of panel efficiency at Fan °DRAINAGEHOLES OMOUNTINGHOLES 1GROUNDINGHOLFS irradiance of 200 W/mz both at 25°C cell temperature and spectrum AM 1.5 is 0%. ALL DIMENSIONS IN INCHES;PANEL WEIGHT 40.1 LBS(18.2 KG) The above drawing is a graphical representation of the product;for engineering quality drawings please contact Evergreen Solar.MO is a registered trademark of Multi-Contact AG.Product constructed with 108 mui8-crystalline silicon String Ribbon-solar cells,anti-reflective tempered solar glass,EVA encapsulant, polymer back-skin and a silver anodized double-walled aluminum frame. y Pff1p -0.49 Product packaged 30 per pallet and tested to International Safe Transit Association(ISTA)Standard 2B.All Vmp 0.47 %/°C� Specifications in this product information sheet conform to EN 50380.See the Evergreen Solar Safety, OL Irrp -0.02 %/°C Installation and Operation Manual,Mounting Guide and Inverter Selection Guide for further Information on VDT -0.34 %/°C, approved installation and use of this product. i a Is° +0.06 %/°C Due to continuous innovation,research and product improvement,the specifications in this product information sheet are subject to change without notice.No rights can be derived from this product information sheet and Evergreen Solar assumes no liability whatsoever connected to or resulting from the use of any information Y; contained herein. Series Fuse Rating �a.20 A ;> $ r � a �- ` v . a; -*xg psi' Maximum DC System Voltage(UQ 600 V Maximum Combined Wind and Snow Load' 80 Ibsfftz Hard Grounding of DC Negative Poles "fbi"panel type only 1 1000 W/m�,25°C cot terrpeailm AM 1.5 spectrum 2 Max' power point or rated power;a At PV4"Test Cdrakrs:1000 Wla?,20'C ambient targmtwa,i WS wnd speed;4800 W/m°,20°C ambient tenparatoa 1 Ws wind speed,AM 1.5 Spectrum,' 5 When the panel is mooted LGM Mourdog Method A(offset rnaff9ro wdh rats 12.4 h (:1 h)rmn sarn sW sae of ore paiai as desabW r So MIwn6'ny Gum for w'e producf, 6 See Safety,Installation and Operation Manual for more detailed information. Local regulations may require electrical grounding of PV panels,irrespectAre of whether or not Emrgreen Solar rewires it•f-framed,a-low voltage design which does riot require electrical grounding and can be used in elec7nc*ungmunded systems with transformer-less Inverters,b-low voltage design which requires electrical grounding of the DC negative pole and cannot be used in ungrounded systems with transformer-less inverters,1-plain blue(untextured)cells. QELECTRICAL EQUIPMENT CHECK WITH YOUR INSTALLER ES-8-180-190-195-US-010809,-effective August 1512009 r� d :�;/§��4-. F4c'yi a x-^„� ) .M a y,� t.,•�*�� i{ alycT��rs `+"��' �k'n�'.tt,t 5� `�.yy�� '�� <m 7f {Mi. s ` "irk"`, 4 •- a • � ' rW i •' fa"r ^"L.Jr'%. ) T. • • s�X a s-g�prw �'x^� a� � t r J,.� COTUiT SOLAR P.O. Box 89 • Cotuit, MA 02635 • 508-428-8442 • Fax 508-428-8441 • www.COtuitsolarxom 60 Power Dr Centerville-Damian &Catherine Dupuy 6: solar thermal (4 Ibs/ft2)and 24: Photovoltaic(2 1/2 Ibs/ft2) panels to be flush mounted on roof -7777 4. F i Quality renewable energy '"'" "" 36s��pu systems since 1988 '�CERfl�IED % :S0�1 Tb8Mal.� instaneri Design, installation, service ►+ lnstalleri Solar Thermal, PV, Wind Cert#031409-40 Cert#ST032407-B Conrad Geyser Conrad Geyser 11/23/2009 14:15 FAX 4014444057 CT_Jtaln2 11001 i f Town of Ba rpst ble IIrF� Regulatory Services KASS Thomas F.Oiler,Director Buildinig Diliisi0n Tom Pcrry, Sai1ding ComWh,-iioi"rcr 200 Main Simet, 14ymris,tiIA 02601 ►rw�w,iown.fir rnstii+tTla rrra.rta ?FIce: 508-562-4033 Fax: `08-i' 0-6''.Jfll F rQp_l rty Own c r Al l kS c. Gomptex: _<<n� ,_Sign• 7'Iii Section. if Using A J3uxlde r j . -(ill-Y. a {7ec,uce.q`the, ub}rct Pronc:r�:y hcrcb authoriLc � �. l.Ta �o.act On=y bciial[, �YAMxtt�ers-rcla6Vt-taW6,rk.t}iur ttit�v'tEvs`b:aiId' �r:rr,tka;4PicaFtun:frr o � �� CO Qkddxess of ferU). 4tep;7.t.iCC:O :Q'lt CT; %I tp C ` 1L r — cf 1YPioperty Owa6c is applpink For petmh plcaac complete Cbe Homcuarnerc Licc a.qc Excmption-form ors t c re"mc Ode. Y o - ® � a Mpg95LI,TION Its CUTUIT SOLAR P.O.Sox 89 v Cotuit, MA 02635 508-428-8442 RETURN SOLAR SYSTEM SCHEMAT9+ir ROOF JACKS COO.® SUPPLY �. 3 LINE 24 y li 4 p17 a. I 11 � E5 I 7 I II 9 E' F 10 13 1) SOLAR COLLEC fOR _ ... g 2) AUTOMATIC AIR VENT/COLLECTOR SENSOR 3) TEWERATIIRE GAUGES 4) CHECK VALVE 5 ISOLATION VALVE, 6) GLYCOL LOOP PRESSURE RELIEF VALVE ` ) GLYCOL PRESSURE GAUGE 8) EXPANSION TANK 9) GLYCOL PILL VALVE 10)PURGE VALVE 11)GLYCOL DRAIN VALVE 12)CIRCUALTOR ISOLATION VALVE 13)CIIRCIIALTOR 14)CIRCULATOR ISOLATION VALVE IS)TAN DRAIIN 16)TA.NK SENSOR 17)N/A 18)CONTROLLER r �. ' y. f �_..T_ w. r F,-, �_•«.-r` � pw. nr �-.r� � }, .�...g� �F„.,}......�. .t_,-m_,-�,..,... ry,,,. .�. ,i. a ,�...#,._ � -�� T�+ �',�.w } i" "!. _ r •*,�-� 1.. r , }} ttt t r I i Tof -}0 F Co 41 i 7 I � ' ti _ f .�: i ._'._ _. '_ 3 .� _ C F •a/ Xj6 ` G�t,VP,-,4 -+ �- - � --* - �.•,._.. .�. �.... � t. t._.....:._. .�_.� ...- - ... I ��. t 8 -} it �.. � + - e. .� � f. T. --• - � _ yM0 int+7--t�lG MOUWVFlG i- } } I F ` r iu . l i 3 a a t r yx{ a i— T ..w 7' �.. .I_. � -J f r 5-F-AkC j. F F y' �. •F � _ - !� j• i i. �y �. f .} t ,}— .}_. 1, -i _iy. t. -�^ L._ _-if_ -4-1 T-i j i t y f TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel_01 EL' Application #�" 3 HealthDivisioJisibon 2_Cao — S-� 3 y Date Issued Conservation _a; u:Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board C Mso da Historic - OKH _ Preservation / Hyannis Project Street Address 4-0 P&� Xt U6- Village CEA M i�1 Lt F Owner ORMIAM 0 6ATWY DU Pay Address' ]IN OW40 ST. 11Ct.lIS . 144,WM Telephone Permit Request HAA)C-F 5'rDRRE6 S PkE m o 1-.t W - SPAS A FIA)& F11 I H PA KT o F 6gemoJF Square feet: 1 st floor: existing roposed�_I 2nd floor: existing proposed,290�t_Total new %Wt Zoning District Flood Plain Groundwater Overlay Project Valuation 660 Construction Type VIMP Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure NEE Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: f/Full Crawl Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing / new Number of Bedrooms: .19 existing _new Total Room Count (not including baths): existing 8 new First Floor Room Count Heat Type and Fuel: 6dGas ❑Oil ❑ Electric JtOther APIA10 Central Air: iYes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage:--❑ existing ❑ new size—Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size— Attached Attached garage: existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: 1yV,�' Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name MpQK YOUCNEK Telephone Number - '5weiv _ p � � Address i�n �0k ��f! License # fv C)Tu It n); a16�5_ Home Improvement Co tractor Worker's Compensation # 4 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE �� DATE 4. h' s FOR OFFICIAL USE ONLY v r APPLICATION# r DATE ISSUED MAP/PARCEL NO. ADDRESS VILLAGE " OWNER , b 1 1 DATE OF INSPECTION: k FOUNDATION FRAME 9 /to INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING y DATE CLOSED OUT ASSOCIATION PLAN NO. �THE7 Town of Barnstable Regulatory Services 1pxAMS&LE,K Thomas F. Geiler,Director AB.4. 1�$ �f1639- k Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us. Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section if Using .A. wilder X M /in al ✓Z V-P ✓y , as Owner of the subject property hereby authorize 4 W r. k Vj I f-)'t La 1/ to act on my behalf, in all matters relative to work authorized by this building permit application for 60 PO V-/t V-S � ; ,,•� ��., (_�,,� � (Address'of Job) Signature of Owner Date DO a ►� � �� Print Name 1 If Property Owner is applying for permit please complete the . Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMIS SION Town of Barnstable Regulatory Services Thomas F. Geiler,Director ! 2AHNSTABLE, '0"9 i659- Building Division 9qj �� ArfD '� Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Fax: 508-7.90-6230 Office: 508-862-4639 — _ +, HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: village number street "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: 5 - /town state zip code ci ty The current exemption for"homeowner'was extended to inc We owner-occupied dwellings of six units or less and to allow homeowners to engage an indivi,ual for hire who does not possess a license,provided that the owner acts as supervisor. 'DEFINITION O IIOMEOWNER Person(s)who owns a parcel of land on whi he/she resi,es or intends to reside,on which there is, or is intended to be, a one or two-family dwelling, attached o ',detached s, ctures accessory to such use and/or farm structures. A person who constructs more than one home in two-ye r period shall not be,considered a homeowner. Such "homeowner"shall submit to the Building Offlc�al onp form acceptable to the Building Official, that he/she shall be responsible for all such work performed under tte buitldin ermit. (Section 109.1.1) The undersigned"homeowner" assumes responsib';ty for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/s e un ;rstands the Town of Barnstable Building Department minimum inspection procedures and requireme s and th he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official , Note: Three-family dwelling 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 homed per per work for which a building permits}s required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of onstruction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as superv"or." "8 Many homeowners who use this exemption are unaware that they are assuming the responsirbilities 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 hdshe 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 form/certification for use in your community. Q.\WPFILES\rokmS\homeexempt.DOC C -'' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapf Parcel 01.8 Application # Health Division _ Date Issued 14� Conservation Division � '3 �(� �13+r'►�^'a'�� ' Rnn : Application Fee E.. Planning Dept ' ` Permit Fee 1�� Date Definitive Plan.Approved by Planning Board oK 7/2J)0F Historic OKH _ Preservation/ Hyannis Project Street:Address Paw �J Village Owner € �- L Address /y� OyC`d� S7: �Gli J Y9-f, � L Telephone Permit Request �)c _ -r�,d—' � � $'t A3 �� Jibe f��a �✓ ; lil o e_ C dl'► `t e �U ..r Square feet: 1 st floor: existing ' proposed 2nd floor:'existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation > Construction Type W p a r r Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting dkumentation. Dwelling Type: Single Family . ❑ Two Family ❑ Multi-Family (# units) -N.� ' Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's hway:M Yet, ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) r 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: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review # Current-Use - - Proposed Use APPLICANT INFORMATION (BUILDER OR HOME WNER) � Name 0 W ;,1 e,-r" �447 q _ N Telephone Number Address License# Home Improvement Contractor# Worker's Compensation # 4' t ALL CONSTRUCTION DEBRIS RE TING FROM THIS PROJECT WILL BETAKEN TO ^� 6 1rJ t SIGNATURE DATE `, vS J/ I_t ,. FOR OFFICIAL USE ONLY s _APPLICATION# - DATE ISSUED MAP/PARCEL NO. '• ADDRESS i VILLAGE I' OWNER P 4 f DATE OF INSPECTION: ; FOUNDATION 1213147 L FRAME( l�1' tnk� ' INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING s DATE CLOSED OUT ASSOCIATION PLAN NO. , John R. Madolek r ATTORNEY AT LAW 51 Union Street•Suite 808•Worcester,MA 01608 Ff 50..8.755.4460•Fax;508.755.4459 jmaciolekC@verizon.net December 16, 2008 Mr.Thomas Perry, CBO Building Commissioner Town of Barnstable 200'Main Street Hyannis, MA 02601 RE: stairs at end of Powers Drive Dear Mr. Perry: I am writing to follow up on our conversation of December 16, 2008 and in response to your correspondence to Mr. Dupuy dated December 8, 2008. As we discussed, Mr. Dupuy maintains, and I concur,that the dock and the stairs that were recently constructed were done so in full compliance with all applicable Town bylaws and regulations. A building permit was issued for the construction of the dock and the stairs. The stairway and dock has been constructed in the location as shown on the plans submitted with the building permit application. After all that work was done, apparently Mr. Doriss submitted a plan to your office that shows that the stairs extend across the center line of Powers Drove. I have not yet reviewed this plan, but if Mr. Doriss has any concerns regarding this issue he should address those concerns to the appropriate individuals; either to me, Mr. Dupuy; Mr. - - Sullivan or the Superior Court or-Land!Court. As_I have.mentioned.to.you, I have-not uncovered any regulation or bylaw enacted by the Town of Barnstable that provides the Town with authority to assist Mr. Doriss with this concern. I respectfully request that you communicate to Mr. Doriss that his concerns regarding the location of the stairs should not be addressed to the Town. If a court ultimately enters an order that the stairs should be moved, Mr. Dupuy would then apply for a building permit to do that work or seek a modification of the original building permit. If you have any questions, do not hesitate to contact me. I would appreciate hearing from you so that I can bring this matter to a final conclusion. Thank you for your time and attention. L V y truly u s, J R. aciol k lac Town .of Barnstable Regulatory Services Y BARNSTABLE, MASS. Thomas F. Geder, Director. F163+6- Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.nia.us I Office: 508-862-4038 Fax: 508-790-6230 December 8,2008 Mr: Damian Dupuy 60 Powers Drive Centerville, MA 02632 Dear Mr. Dupuy: Recently this office received a surveyor's"as built" plan of the stairs and dock that has recently been completed accessory to your home on Powers Drive in Centerville.. This plan shows that the walkway leading to this dock is located beyond the center line of Powers . Drive. Since this is the (plan enclosed) case the walkway must be moved to your side of the center line of this way. Please complete this work by January 30, 2009. Respectful Thomas Perry,CBO Building Commissioner , A OWNER OF RECORD I HEREBY CERTIFY THAT T Tpp�I John DOr155 WOOD DOCK SHOWN HER P LOC Plan Book, I I I Page, 7 AS IT EXISTS ON T� OUPP'N Assessors' Map 167, Parcel 21 DATE: c'' NO.46733 o."mom MAP I G7. P:L.S. lqU V411 PARCEL 2( G I POWERS `�/ � DRIVE � LEGEND • .. "MR. JOHN DORISS \ a CB Concrete Bound - (OWNER)" O �� MAP I G7- FIND Found m PARCEL 18 CO POWERS DRIVE " "CATHERINE*DAMIAN 00 / w DUPUY(OWNERS)" O c - m �`0 2 PROPERTY LINE DETAIL, CO - °j CB FND O N MAP I G7 �Ad PARCEL 21 oo QO +� �8 p MAP I G7 LO e8 a� PARCEL 2 I �Approxjmate Mean High e Viy//, t Area of Detail Water per Survey S R/V a Record Plans ! 12± ' Existing Stairway and Un �� Dock(46 x 3') I vl S �l VE -��E66 AS-BUILT PLAN /F/ow _ SHOWING DOCK SERVING- POWERS DRIVE, CENTERVILLE, MA PREPARED FOR JOHN DOR155 GI P_ OWE RS DR IVE, GENT. ERVILLE; �MA - 0 20 40 60 SCALE 1 "=20' NOVEMBER 18, 2008 G:\AAJob5\DorI55G 120\dwg\G 120(dock asb).dwg . Drawn by:Jsw JMO-G 120 J.M. O'REILLY & ASSOCIATES, INC. 1573 Main Street,.P.D. Box 1-773 Professional Engineering & Surveying Services Brewster, MA 02631 (508)896,6601 TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION MapA07 Parcel ®�� Application# 00JU4 � — Health Division Conservation Division Permit# I "-fTax Collector Date Issued a �� Treasurer Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board I/m/o8 Historic-OKH Preservation/Hyannis Project Street Address Village �--V Owner r Address Telephone 1 Permit Request !I Cs L-e��'► e.. - Square feet: 1st 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. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full. ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new �Number ofBedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other �etacCentral Air: ❑Yes ❑No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No hed garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size ., 9 9 9 g g Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: ,2 Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes o If yes, site plan review# Current Use [ Proposed Use ��l i�it� 4UIL�DER INFORMATION Name V N Telephone Numberc� Address t✓.J1� License# Home Improvement Contractor# in _�' y Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r FOR OFFICIAL USE ONLY ' PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ' -ADDRESS VILLAGE S � r OWNER 1 , DATE OF INSPECTION: ; G , FOUNDATION FRAME INSULATION FIREPLACE i ELECTRICAL: ROUGH FINAL { i b PLUMBING: ROUGH FINAL " GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. , y 09/03/2008 13:02 FAX 4014444057 CT-Main2 003 SEP 3. 2008.12:05PM GIILMORE MARINE N0. 769 P. 4 Towvn'of Barnstable ' $ Regulatory Sea-vim , t � �nmae�,c•�.aa',n�ecr,� , Building Division - TOM Perry, 33V9 al C=MWQnW ' 200 M°aka 6ft4 Rm dih XA 02601 ' omos; SoS462r4038 Peso 506 7"2.30 ' PropeMy Ow=Must Complete 9=d Sign This Sectim ' U Using A Builder C(M ( OL✓1 to Owaiadr o� ab ect .� _T t9ssc e i Prqerty herebp aushor9xe _. , to act oa my behalf is all m*#en rAdve to York auth, *ccl b7 the 1;ddlzg pm ok applimd=f0Z jr ItAaamsg ofJob) . �f 8latus o Ovvt Date , Psiat Name , Q �ossroza 900/000In xvi LO:ZZ 5LOZ/LL/90 1 _ N - 16' 13'-4" Grp pov�e Vollmer And Son Con5truction DRAWN BY: DRAWING NAME: -- Peter Vollmer Deck Framing Q 1 I3U I I d Inq 8c P\emOdel Inq DATE: 1 1/18/09 REV*_ SCALE: 3/16„=1 SHEET 1 OF e Existing deck " Proposed deck Girt to Post Plate Connector. Double 2x10 Bolted-To Girt/Postsop - _ Proposed_ deck 4 Ledger Attached to House 5/4x6 Red Cedar Decking With LEDGERLOCK fasteners 2x10 PT JoistsT. Triple 2x10 Girt 6x6 PT Post Simpson Post Anchor 1/2" Anchor Bolt 12" Footing Vollmer And �70n Cons�,ructi0n DRAWN BY: DRAWING NAME: pp Peter Vollmer Deck Side A2.PUM &inq Fornode'Iinn DATE: 11/24/09 REV: SCALE: i/4»_1 ' SHEET1 OF 2 12/29/2009 20:54 Michele Cudilo, PE H0.085 01 TOWN OF BARNSTABLE 2109 DEC 29 AM .12: 16 MICHELE CUDILO, P.E. Consulting Structural Enging SON Centerville,Massachusetts 02632-1979•(508)771-1601 •Fax(508)771-7163 mcudilo@comcast.net December 28.2009 Town of Barnstable Building Department 200 Main St. Hyannis, MA 02601 Attention_ Mr.Jeffrey Lauzon ADVANCE COPY VIA FAX: 308-790-6230 Building Inspector RE: Proposed Additions .60 Powers Lane,Centerville,MA Dear Mr.L.auzon, We met at the above captioned project to review your concerns for the as-built framing. Engineering analysis and calculations were performed,and stamped engineering sketches were submitted. At the prior request of my client's representative,Mark Volmer,General Contractor,1 returned to the above captioned Site on various dates, for the purpose of addressing the structural requirements of the above captioned project,in particular as related to the observed flaming,as suitable per Massachusetts State Building Code 6d' Edition requirements. The above information provides you with the minimum requirements for maintenance of the structural inte®rity of above captioned framing. Please call to discuss any of the above,as we continue to work together toward completion of this project. sincerely, tchele udilo, ,P /2009-164 cc: D.Dupuy of Mas,, MICHELE 'G. CUDILO _ No.94774 STRUCTURAL 12/29/2009 20:54 Michele Cudilo, PE N0.085 02 ' d Q>% i ate% - b� ' , - = ta, Cxr) 2�° N I e PPOPOSED RESIDENCE MODIFICATIONS _ 5�» to`t' -J� r� MICHELE CUDILO, P.E. Consulting Structural Engineer Centem'lls, Massachusetts 02632 mcudlio0corncast.not Drawn By: MC Doted. 1 z 09 D r awi n g 60 POWERS LANE Scale:l hp~ Rev. p CENTERVILLE, MA K— 1 File Name:DUPUY Project Na.:2009-164 �. Y - 66 POW tie. -p2 BOTELL,O-JOIST 2 1-13-10 y. e 11:22am lofl Key,Beam®4.505a kmBearoEn&e 4.507h MateualsDatabase,1115 Member Data Description: Member Type:Joist Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 10 PSF Deflection Criteria: U480 live, U360 total Live Load: 40 PSF Deck Connection:Glued&Nailed Filename:KYB2 lip tiv 2" 24 9 0 i ®/ 2490 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001, Wall 5.5001, 1.750" 602# 2 24' 0.875" Girder 3.500" N/A 602# Mabmum Load Case Reactions Used for applying point loads(or lire loads)to carrying members Dead Live 1 120#(120Pff) 481#(481PIf) 2 120#120 If 481#481 ff Design spans 24' 0.876' Product:CPI 9014 120"O.C. Connponent-MemberlDesign has Passed Design Checks** Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity . Location Loading Positive Moment 3622.# 12235.# 29% 12.04' Total load D+L Shear 6024 21254 28% 0' Total load D+L End Reaction 6024 1900.# 31% 0' Total load D+L TL Deflection 0.3997" 0.8024" U722 12.04' Total load D+L LL Deflection 0.3197" 0.6018" U903 12.04' Total load L Control: LL Deflection DOLS: Live=1001/6 Snow=115% Roof=125% Wind=1601/6 Web stiffener and minimum bearing length requirements at hangared connections depend on the connection style and are not included in this design. All product names are trademarks of their respective owners . .Copyughl(C)1983-2005 by Keymadc Enterprises,LLC.ALL RIGHTS RESERVED. ` "A. cvr-.axa m'T.W —Passing is defined as vhen the mernber,floor joist,bean or girder,shown on thisdrawirg meetsapplicable design criteria for Loads,Loading Conditions,and Spans listed on this sheet.The design must be reviewed b a udifiad designer or design professionaJ as requiredfor approial.This des nassumes product installation accondin to the mancta;turersspecifications. BOTELLO-JOIST 3 1-13-10 y. e 11:53am i of 1 KeyBean®4.505a lanBeanFng'vre 4.507h Mateo als Database 1115 Member Data Description: Member Type:Joist Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code:IBC/IRC Dead Load: 10 PSF Deflection Criteria: U480 live, U360 total Live Load: 40 PSF Deck Connection:Glued&Nailed Filename:KYB4 2260 o 2260 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity Uplift 1 0' 0.0001, Wall 5.500" 1.750" 724# - 2 21' 8.750" Wall 5.500" 1.750" 724# - Mabmum Load Case Reactions Used for applying pain loads(or line loads)to carrying menbers Dead Live 1 145#(109plf) 579#(435p1f) 2 145#10 57 435 H Design spans 21' 8.750" Product:CPI 7014 16.0"O.C. Component Member Design has Passed Design Checks** Design assumescontinuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design - Actual Allowable Capacity Location Loading Positive Moment 3935.# 803W# 48% 10.86' Total load D+L Shear 7244 17104 42% 0' Total load D+L End Reaction 7241 1615.# 44% 21.73' Total load D+L TL Deflection 0.4944" 0.7243" U527 10.86' Total load D+L LL Deflection 0.3956" 0.5432" U659 10.86' Total load L Control: LL Deflection DOLS: Live=100% Snow=115% Root=1251/6 Wind=160% All product names are trademarks of their respectiveowners 9 (Copyright(C)1989-2005 by Keymaik Enterprises,LLC.ALL RIGHTS RESERVED. —Passing is defined as an the member,floe Joist,bean or grder,shown on this drawirg meets applicable design criteria for loads,Loading Conditions,and Spans listed on this sheet.The design mull be reviewed b a ualifial designer or desigi professional as requiredfor approial.This desi nassnmes product inslaDation accordin to the manJstumrss dcatons BOTELLO-JOIST 1 1-13-10 11:20am loft KeyBeam®4.505a lattBeamFngme 4.507h Materials Database 1115 Member Data Description: Member Type:Joist Application:Floor Top Lateral Bracing:Continuous Bottom Lateral Bracing:Continuous Standard Load: Moisture Condition:Dry Building Code: IBC/IRC Dead Load: 10 PSF Deflection Criteria: U480 live, U360 total Live Load: 40 PSF Deck Connection:Glued&Nailed Filename:KYB1 O 2400 2400 Bearings and Reactions Location Type Input Length Min Required Gravity Reaction Gravity UpIlt 1 0' 0.0001, Wall 5.500" 1.750" 581# — 2 23' 2.750" Wall 5.500" 1.750" 581# — MaArnurn Load Case Reactions Used for appvrg poirt loads(or line loads)to carrying members - Dead Live 1 116#(116pll) 465#(465p8) 2 116#116 If 46 465 If Design spans 23' 2.750" z Product:CPI 7014 7 12.0"O.C. Component Member Design has Passed Design Checks— Design assumes continuous lateral bracing along the top chord. Design assumes continuous lateral bracing along the bottom chord. Lateral support is required at each bearing. Allowable Stress Design Actual Allowable Capacity Location Loading Positive Nbment 3372.'# 8030.'# 41% 11.61' Total load D+L Shear 5814 17101 33% 0' Total load D+L End Reaction 581.# 16151 35% 23.23' Total load D+L TL Deflection 0.4917" 0.7743" U566 11.61' Total load D+L LL Deflection 0.3933" 0.5807" U708 11.61' Total load L Control: LL Deflection DOLS: Live=1001/. Snow=115% Roof=1251/. Wind=160% Al product names are trademarks of their respediveowners a_--- copyright(C)1989-2005 by Keymark Erterp'seS LLC.ALL RIGHTS RESERVED.N,,I 'Passing is defined as vhen the member,floe joist,bean or girder,shown on this draorg meets applicable design criteria for loads,Loading Cmdilbns,and Spans listed on this sheet.The design must be reviewed by a qualified designer or desigi professicnal as requiredfa alproval.This des nassumes product inslafatim according to the manufacturer's s cif cations. 06/07/2015 20:06 FAX Z 002/002 10/25/2007 16:26 FAX 508 962 4724 TOWN OF BARNS'1'AU" LMUAL LWuu1 Massachusetts Departrn*nt of Environmental Protoction Bureau of Resource Protection -WaterWelys Regulation Program Tro�ismiB®I No. Chapter 91 Waterways License Application -310 cmR s.00 Wator.Dapendent, Nonwater•Dependent,Amendment G. Municipal Zoning Certificate John R, Meololek and Damian Dupuy Narne of Applioent Powers Drive_ Bumps River Centerville Project etreet address . --—-- Waterway Ctcy/Town oascription of use or change In use; Proposed timber.DooX --- -- -•1' - . -- .� - - • - - - - - ... To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the appllcant's waterways license application and plans is not In violation of local zoning ordinances and bylaws" Printe�NiA nnunlGlpal Official Fe u ClpalOfticial Title Clt,;%Town CH91App 0oa•Rev.6106 Page 6 of 13 ,A TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . Map _Parcel OtY Application# a00,? Health Division Date Issued -7 lb Conservation Division �, S�3 ' ��I� r Applicatio Tax Collector Permit Fee Treasurer Planning Dept. © � Date Definitive Plan Approved by Planning Board c4 co Q Historic-OKH Preservation/Hyannis 1--� Project Street Address Co �Uwef-s Drive ,Village � LV Owner u\� Address lu 0RCW AIN st i% IUA's l Telephone 0205y Permit Request o D&—t- X 1,1 i t Nw►. Square feet: 1st floor:existing a�n proposed 2-100 2nd floor:existing proposed 2.20 otal new3� Zoning District Flood Plain Groundwater Overlay Project Valuation L QD1 69U Construction Type L"Jbob oc,rWev.6- Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ;l Two Family ❑ Multi-Family(#units) Age of Existing Structure 510 Historic House: ❑Yes %No On Old King's Highway: ❑Yes NrNo Basement Type: Gull WCrawl C�alkout Q.0Mer S t--TY-111 Basement Finished Area(sq.ft.) 55'Q (Ot S7,) Basement Unfinished Area(sq.ft) y o Number of Baths: Full:existing . new 2 Half:existin new Number of Bedrooms: existing `—new 3 d,�: Z -�-� ✓(�! �i�r e" Total Room Count(not including baths):existing ' new First Floor Room Count Heat Type and Fuel:A Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑No Fireplaces: Existing i New _ Existing wood/coal stove: ❑Yes &No Detached garage:❑existing ❑new size 4N- Pool:❑existing ❑new size N Barn:❑existing ❑new size Attached garage:❑existing mew sizeSYX;Y Shed:❑existing ❑new size Other: _ -Zoning Board.of.Appeals Authorization 0 -Appeal.# - __ _ ..-_-Recorded❑ v-- Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use -DA-M I 4-AJ V U P U y BUILDER INFORMATIO S e,,tr- � f�� 50 8 3(e Name -P'Zu 12L�-/ Dwv►CX- Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS R LTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 12J t Lot +J, ■ FOR OFFICIAL USE ONLY ` APPLICATION# DATE ISSUED MAP%PARCEL NO. 1 ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME 0 Qu1Za 9,Q'� INSULATION-tQwJi U//0 _ _ 1 FIREPLACE ELECTRICAL: ROUGH FINAL > PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING, �� 0 DATE CLOSED OUT ASSOCIATION PLAN NO. m BOISE' Double 1-3/4" x 9-1/2" VERSA-LAM02.0 3100 SP Floor Beam\2nd\D3 BC CALC®9.5 Design Report- US 1 span No cantilevers 1 0/12 slope Tuesday, December 11, 2007 15:14 Build 91 File Name: 1132- DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D3 Address:' Specifier: Peter Van Buren City, State, Zip: , Designer: Peter Van Buren Customer: BOTELLO LUMBER Company: Boise Code reports: ESR-1040 Misc: 8Y `Y .fi' �' 9 `@ "Y q9 1 .t i 6f 4• '9,/ d "` x+/ '�` l W ® �' •Y FY 4Y l �_-.< s , 7` ✓-:^ , r f Y�� , � �� t t�� ss'�r,Ep�„ z �� ;� � l � '�hq � ,�" � 4 '. � r 12.02-00 LL 1947 Ibs B1,3-1/2" DL 1095 Ibs LL 1947 Ibs DL 1095 Ibs Total Horizontal Product Length=12-02-00 Load Summary Live Dead Snow. Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Tnb 1 Standard Load Unf. Area(psf) Left 00-00-00 12-02-00 60 20 05-04-00 2 Unf. Lin. (plf) Left 00-00-00 12-02-00 0 64 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 8568 ft-Ibs 61.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 2500 Ibs 39.6% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U332 (0.423") 72.2% 1 1 particular application.Output here based Live Load Defl. U519 (0.271") 92.4% 1 1 on building code-accepted design Max Defl. 0.423" 42.3% 1 1 properties and analysis methods. Installation of BOISE engineered wood 0 1 Span/Depth 14.8 n/a products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 3-1/2" x 3-1/2" 3042 Ibs n/a 33.1% Unspecified (888)234-0056 before installation. B1 Wall/Plate 3-1/2" x 3-1/2" 3042 Ibs n/a 33.1% Unspecified BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARD TM BCIO, Notes BOISE GLULAMTM,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 trademarks of Boise Wood Products, User Notes L.L.C. BEAM #2 Connection Diagram LIIb ia—d a I a minimum =2" c= 5-1/2" b minimum = 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1'of 1 0 1SEE- Single 14" BCI® 60s-2.0 SP Joist\2nd\D1 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Tuesday, December 11, 2007 15:14 Build 91 12"OCS Repetitive Glued&nailed construction ` File Name: 1132- DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D1 Address: Specifier: Peter Van Buren City, State, Zip: , Designer: Peter Van Buren Customer: BOTELLO LUMBER Company: Boise Code reports: ESR-1336 Misc: v J, +� ,+ _ r ,+ G �r ..� °`�'"t�`�-� n t { a,,5 r, t v__e i4 ✓�"y y a� 4 n ; 10 23-10-00 BO,4-1/2" B1,4-1/2" LL 477 Ibs LL 477 Ibs DL 119 Ibs DL 119 Ibs Total Horizontal Product Length=23-10-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 23-10-00 40 10 12" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3372 ft-Ibs 45.3% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 577 Ibs 35.0% 100% 1 1 - Right output as evidence of suitability for Total Load Defl. U583(0.478") 41.2% 1 1 particular application.Output here based Live Load Defl. U729(0.382") 65.9% 1 1 on building code-accepted design Max Defl. 0.478" 47.8% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/ Depth 19.9 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 4-1/2" x 2-5/16" 596 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Wall/Plate 4-1/2" x 2-5/16" 596 Ibs n/a n/a Unspecified BC CALC®,BC FRAMER®,AJST-, ALLJOISTO,BC RIM BOARDT"' BCI®, Notes BOISE GLULAMT-,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®, VERSA-STRAND®,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, Composite El value based on 23/32" thick sheathing glued and nailed to joist. L.L.C. User Notes GARAGE JOISTS Page 1 of 1 � Double 1.3&4x x 14n VE 2,0 3100 SP Floor ndXD7 BCCALC&9.5 Design Report US 1 span | No cantilevers | 0�2a�pe December 11. 2O071513 Build 01 � '� ' ` File Name: 1132' DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D7 *oo/oou: Specifier: Peter Van Buren City, State, Zip: . Designer: Peter Van Buren Customer: BDTELLO LUMBER Company: Boise Code reports: ESR 104O 06-03-15 moa'�xz^ . e1 3'1/2^ ILL z7no|bu ' u2705 lbw oL11o7|uu oL11u7lbm Total Horizontal product Length 06-03-15 LoadLoad Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Trib. Disclosure��ontrm| S --'— Completeness and accuracy m input must Pos. .,=.e"` 5295 /r/uu 18.2% /uun, 1 1 ' /nnsmm be verified by anyone End Shear 2087|ba 22.5�' 1U0�, 1 1 ' Left evidence of suitability for - would—' — Total Load De8. U3434 7.0% 1 1 particular application.Output here based Live Load Oe#. L/4S41 (0�014� 9.79� 1 1 uu|xm MaxDo�. (l021" ��19� 1 1 | Span/Depth 5 U n/a O 1 Installation of B«Scmve/e�vd wvvo � � products must bain accordance with current Installation Guide and applicable %AUnw %AUow building codes.To obtain Installation Guide Bearing Supports n,ask questions,please call UO VYaU/p|ote 3'1/2^ x 3'1/2^ 3892|bo n/a 42.4 (aaa)uu4'uu5O before installation. B1 Wall/Plate 3'1/2^ x3'1/2" 3892 |bo n/a 424�. Unspecified� r~ BCoALQO.@CFnxMER0.*JS`°. ALLJO|3TO BC DC|� Notes ' ' ' eo|GEGLULAm`°.S|mpLsF9AM|mu uoa/gn meets Code | | . SYSTEMS,vEnSA'LAM@.VERSA-RIM Design meets User specified ( Live load doO��iono�eha. ' pLuS@'«sRaA'n|mS' Design meets arbitrary(1') N1uximu'm load deflection criteria. vERGA,GTRawo@.VERGA,3TU00are trademarks of Boise Wood Products, L.L.C.User Notes BEAM AT STAIRS Connection Diagram a minimum =2^ o = 10^ b minimum = 3^ d = 12" Member has nu side loads. Connectors are:1Od Common Nails � Page 1 of 1 BC CALCO 9.5 Design Report- US 1 span No cantilevers 10112 slope Tuesday, December 11, 2007 15:13 Build 91 File Name: 1132- DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D5 Address: Specifier: Peter Van Buren City, State, Zip: , Designer: Peter Van Buren Customer BOTELLO LUMBER Company: Boise Code reports: ESR-1040 Misc: Total Horizontal Product Length 15-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% Trib. Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 38407 ft-lbs 68.5% 100% — 1 1 - Internal be verified by anyone who would rely on End Shear 8746lbs 54.8% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. LJ442(0.383") 54.3% 1 1 particular application.Output here based Live Load Defl. U618(0.273") 77.6% 1 1 on building code-accepted design properties and analysis methods. Span/ Depth 10.6 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide BearingSupportS Dim.(LxW) Value Support Member Material or ask questions,please call Notes BOISE GLULAMT-'SIMPLE FRAMING Design meets Code minimum (L/240) Total load deflection criteria. SYSTEMO,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-STUDO are trademarks of Boise Wood Products, User Notes L.L.C. BEAM 1 Connection Diagram a minimum =2^ o= 11^ b minimum= 3^ d= 12^ o minimum =3" � Member has noside loads. Connectors are: 1om Common Nails � Page 1of1 ® � Single 14" BCI® 9Os-2.0 SP Joist\2nd\N BC CALC®9.5 Design Report- US 1 span I No cantilevers ( 0/12 slope Tuesday, December 11,2007 15:16 Build 91 12" OCS Repetitive Glued& nailed construction File Name: 1132- DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D4 Address: Specifier: Peter Van Buren City, State, Zip: , Designer: Peter Van Buren Customer: BOTELLO LUMBER Company: Boise Code reports: ESR-1336 Misc: 3 25-01.08 L 837 Ibs L B1,4-1/2" DL 351 Ibs LL 553 Ibs DL 158lbs Total Horizontal Product Length=25-01-08 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 25-01-08 40 10 12" 3 Conc. Lin. (plf) Right 22-00-08 22-00-08 385 257 12" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 4842 ft-Ibs 42.5% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 1179 Ibs 77.5% 100% 1 1 - Left output as evidence of suitability for Total Load Defl. U524 (0.566") 45.8% 1 1 particular application.Output here based Live Load Defl. U695 (0.427") 69.0% 1 1 on building code-accepted design Max Defl. 0.566" 56.6% 1 1 properties and analysis methods. Span/Depth 0,56 6%n/a Installation of BOISE engineered wood 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 2" x 3-1/2" 1187 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Wall/Plate 4-1/2" x 3-1/2" 711 Ibs n/a n/a Unspecified BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARDTM BCI®, Notes BOISE GLULAMTM^ 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. L.L.C. ks of Boise wood Products, Page 1 of 1 0 " ®$E' Single 14" BCI® 60s-2.0 SP Joist\2nd\D6 BC CALCO 9.5 Design Report- US 1 span ( No cantilevers ( 0/12 slope Tuesday, December 11, 2007 15:13 Build 91 16" OCS Repetitive Glued & nailed construction File Name: 1132- DUPUY RESIDENCE Job Name: DUPUY RESIDENCE Description: 2nd\D6 Address: Specifier: Peter Van Buren City, State, Zip: , Designer: Peter Van Buren Customer: BOTELLO LUMBER Company: Boise Code reports: ESR-1336 Misc: 41 0.V' OR KIN 21-11-12 BO,4-1/2" 61,4-1/2" LL 586 Ibs LL 586 Ibs DL 147 Ibs DL 147 Ibs Total Horizontal Product Length=21-11-12 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% OCS 1 Standard Load Unf. Area(psf) Left 00-00-00 21-11-12 40 10 16" Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3808 ft-Ibs 51.2% 100% 1 1 - Internal be verified by anyone who would rely on End Reaction 708 Ibs 42.9% 100% 1 1 - Right output as evidence of suitability for Total Load Dell. U568 (0.452") 42.3% 1 1 particular application.Output here based Live Load Defl. U710(0.362") 67.7% 1 1 on building code-accepted design Max Defl. 0.452" 45.2% 1 1 properties and analysis methods. Installation of BOISE engineered wood Span/ Depth 18.3 n/a 0 1 products must be in accordance with current Installation Guide and applicable %Allow %Allow building codes.To obtain Installation Guide Bearing Supports Dim.(L x W) Value Support Member Material or ask questions,please call BO Wall/Plate 4-1/2" x 2-5/16" 733 Ibs n/a n/a Unspecified (888)234-0056 before installation. B1 Wall/Plate 4-1/2" x 2-5/16" 733 Ibs n/a n/a Unspecified BC CALCO,BC FRAMER®,AJST-, ALLJOISTO,BC RIM BOARDT"' BCI@), Notes BOISE GLULAMT-,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-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Composite El value based on 23/32"thick sheathing glued and nailed to joist. L.L.C. User Notes JOIST- 22' SPAN Page 1 of 1 Generated by REScheck-Web Software Compliance Certificate { Project Title: Damian Dupuy -Report Date:01/17/08 Energy Code: 2000 IECC Location: Samstable,Massachusetts Construction Type: Single Family Glazing Area Percentage: 6% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 60 Powers Rd Centerville,Massachusetts Compliance:38.0%Better Than Code Maximum UA:1046 Your UA:649 am Ism ma ffamw palm= MEW Ceiling 1:Flat or Scissor Truss 2620 31.0 0.0 89 Wall 1:Wood Frame, 16in.o.c. 5800 19.0 0.0 326 Window 1:Wood Frame,2 Pane w/Low-E 354 0.340 120 Door 1:Glass 18 0.340 6 Floorl:All-Wood Joist/Truss Over Uncond.Space 672 19.0 0.0 32 Floor2:Heated Slab-On-Grade 106 7.0 76 Insulation depth:4.0' Furnace 1:Forced Hot Air(Non-Electric)90 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2000 IECC requirements in -:REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Damian Dupuy Report date: 01/17/08 Data filename: Page 1 of 4 .. n0 Generated by REScheck-Web Software �( Inspection Checklist Date:01/17/08 Ceilings: ❑ Ceiling 1:Flat or Scissor Truss,R-31.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame;161n.o.c.,R-19.0 cavity insulation Comments: Windows: ❑ Window 1:Wood Frame,2 Pane w/Low-E,U-factor:0.340 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Glass,U-factor:0.340 Comments: Floors: ❑ Flood:All-Wood Joist/Truss Over Uncond.Space,R-19.0 cavity insulation Comments: ❑ Floor2:Heated Slab-On-Grade,4.0'insulation depth,R-7.0 continuous insulation Comments: Slab insulation extends down from the top of the slab to at least 4.0 ft.OR down to at least the bottom of the slab then horizontally for a total distance of 4.0 ft. Exterior insulation has a rigid,opaque,weather-resistant protective covering that covers the exposed(above-grade)insulation and extends at least 6 in.below grade. Heating and Cooling Equipment: ❑ Furnace 1:Forced Hot Air(Non-Electric):90 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are 1)Type IC rated,or 2)installed inside an appropriate air-tight assembly with a 0.5"clearance from combustible materials.If non-IC rated,fixtures are installed with a 3"clearance from insulation. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: ❑ Materials and equipment are installed in accordance with the manufacturer's installation instructions. ❑ Materials and equipment are identified so that compliance can be determined. ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values,glazing U-factors,and heating equipment efficiency are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: Damian Dupuy Report date: 01/17/08 Data filename: Page 2 of 4 Ducts in unconditioned spaces are insulated to at least R-5.Ducts outside the building are insulated to at least R-6.5. Duct Construction: All joints,seams,and connections are securely fastened with welds,gaskets,mastics(adhesives),mastic-plus-embedded-fabric,or tapes.Tapes and mastics are rated UL 181A or UL 181 B. Exceptions: Continuously welded and locking-type longitudinal joints and seams on ducts operating at less than 2 in.w.g.(500 Pa). Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Li Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Service Water Heating: 0 Water heaters with vertical pipe risers have a heat trap on both the inlet and outlet unless the water heater has an integral heat trap or is part of a circulating system. Lj Circulating hot water pipes are insulated to the levels in Table 1. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: Ll All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources.Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. Project Title: Damian Dupuy Report date: 01/17/08 Data filename: Page 3 of 4 I Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness in Inches by Pipe Sizes s Non-Circulating Runouts Circulating Mains and Runouts Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-169 0.5 0.5 1.0 1.5 100-139 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness in Inches by Pipe Sizes Piping System Types Rangeff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressure/Temperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTES TO FIELD:(Building Department Use Only) Project Title: Damian Dupuy Report date: 01/17/08 Data filename: Page 4 of 4 REScheck-Web:Compliance Results http://energycode.pnl.gov/REScheckWeb/results.jsp EFAI J Passeso ' R +38.0% Your UA: 649.0 Max. UA: 1046.0 1 of 1 1/17/2008 8:19 AM Ito Town of Barnstable ' Building Department - 200 Main Street - > STABIE. * Hyannis, MA 02601 MASS. Hy (5081862-4038 - FD MA - � • o Certificate _ of Occupancy Application Number: 200708081 CO Number: 20100099 r Parcel ID: 167018 CO Issue Date: 06123110 Location: 60 POWERS DRIVE Zoning Classification: RESIDENCE D-1 DISTRICT Proposed Use: SINGLE FAMILY HOME Villager _ CENTERVILLE , Gen Contractor:' PROPERTY OWNER Permit Type: RC00 r` w CERTIFICATE OF OCCUPANCY RES Comments: x Bui ing Department Signature Date Signed r_ �IKEr, TOWN OF BARNSTABLE u ldin o g Application Ref: 200708081 m i BARNSTABLE, Issue Date: 01/17/08 p rl 1 I MASS. 1639. Applicant: POWER,HELENA M TR Permit Number: B 20080130 Proposed Use: SINGLE FAMILY HOME Expiration Date: 07/16/08 [Location 60 POWERS DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 167018 Permit Fee$ 1,640,00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 50.00 License Num OWNER Est Construction Cost$ 400,000 I Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REMODEL FIRST FLOOR,ADD AN ATTACHED GARAGE,ADD 2ND FL THIS CARD MUST BE KEPT POSTED UNTIL FINAL BEDROOMS,FAMILY&GREAT ROOM INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: POWER, HELENA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 368 PRINCE HINCKLEY RD INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET;ALLY"OR SIDEWALK OR AN. ART TH. IT ER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY.PERMITTED UNDER THE BUILDING CODE,MUST,BE APPROVED BY THE JURISDICTION. STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT.OF,PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASETHE APPLICANT FROM THE CONDITIONS OF AB ANY APPLICLE`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). xMly, "g kii MON BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 S�7vc� tc l' 3 b 9 1 R,b v C� 6 rjrI�L 2 fTj�sk��.��ZGG� k' 2 Adeg � S I a .��, �� 2 �:/s/�/.�© ��!✓. . �i�► Ok Fk7 /hv 3e DAY tIA-J14 ✓nali�'NG �e /e� 3 !�/ 1 Heating Inspection Approva Engineering Dept fi'v,4A 00 s ate`' 612JI10 ' F,irp Dept 2 Board of Health GA/r 0 j w-�,�-� Town of Barnstable Building Department - 200 Main Street BARNSTABLE. # Hyannis, MA 02 601 9�A 6 A•� (508) 862-4038 d 4 M Certificate of Occupancy Temporar ; Application : 200708081 CO Number: ' 20100094 Parcel ID: 167018 r :. COlssue;Date: 06/18/10 Location: 60 POWERS DRIVE = Zoning Classification: RESIDENCE D-1 DISTRICT Owner: . POWER, HELENA M TR : Proposed,'Use: : . SINGLE FAMILY HOME 368 PRINCE HINCKLEY RD CENTERVILLE, MA 02632 Villager: CENTERVILLE- Gen Contractor: PROPERTY OWNER Permit Type: RICO-,- RES TEMP CERT OF OCCUPANCY Comments: 30 DAY TEMP EXPIRES ON 7/18/10 NEEDS STEPS FROM GARAGE TO HOUSE AFA 07/18/10 Bui ding epart ent Signature Date Signed Expiration Date �1WE TOWN OF BARNSTABLE . Miding Application Ref: 200708081 BARNSTPABLE, ' Issue Date: 01/17/08 Permit y MASS $, Q3A i639• Applicant: POWER HELENA M TR ?�D •I a Permit Number: B 20080130 Proposed Use: SINGLE FAMILY HOME, Expiration Date: 07/16/08 Location 60 POWERS DRIVE Zoning District RD-1 Permit Type: RESIDENTIAL ADDITION/ALTERATIO Map Parcel 167018 Permit Fee$ 1,640.00 Contractor PROPERTY OWNER Village CENTERVILLE App Fee$ 50.00 License Num OWNER Est Construction Cost$ 400,000 I Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND REMODEL FIRST FLOOR,ADD AN ATTACHED GARAGE,ADD 2ND FL THIS CARD MUST BE KEPT POSTED UNTIL FINAL LBEDROOMS,FAMILY&GREAT ROOM s' — INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: POWER, HELENA M TR BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 368 PRINCE HINCKLEY RD INSPECTION HAS BEEN MADE. CENTERVILLE, MA 02632 Application Entered by: JL Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY-ANY STREET;ALLY OR SIDEWALK OR"�A ART TH IT ER TEMPORARILY OR ,PERMANENTLY. ENCROACHEMEN)S ON PUBL[C.PROPERTY,NOT SPECIFICALLY PERMITTED.UNDER THE BUILDING CODE rtMUST BE APPROVED BY THE JURISDICTION' STREET ORALLY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM:THE DEPARTMENT OF PUBLIC.WORKS. THE ISSUANCE.OE THIS PERMIT DOES NOT.'RELEASE.THE APPLICANT FR0,M THE CONDITIONS'OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTTTRUCTION 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(asset forth in MGL c.142A). "Ish MAN BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION-APPROVALS 1 16VIA 1 � bu C4 2 ES0Sk 2 !e � S. j d q 25� /�� v'I"""00o, j�1 0, Fob TFMo 3a ,� /A�l.f' ✓,n,��r"'G �� /� 3 1 Heating Inspection Approva14 Engineering Dept 'Fir Dept 2 Board of Health i TOWN OF B ARNSTABLEBuilding• ti - Application Ref: 200906136 Permit w BARNSTASLE, � Issue Date: 01/08/10 - MASS. 9� 16g9• �� Applicant: VOLLMER,MARK �FG MAC A ,Permit Number: B 20100022 Proposed Use: SINGLE FAMILY HOME _ Expiration Date: 07/08/10 ,ocation 60 POWERS DRIVE Zoning District RD-1 Permit Type:J,,RESIDENTIAL ADDITION/ALTERATIO lap Parcel 167018 Permit Fee$ 25.00 'Contractor. VOLLMER,MARK' 'illage CENTERVILLE App Fee$ 1t,50:00 _ License Num. 047667 Est Construction Cost , 11000 ' temarks I APPROVED PLANS MUST BE RETAINED ON JOB AND :HANGE STORAGE SPACE INTO LIVING SPACE ON 2ND FLOOR/CRAFTrHIS CARD MUST BE KEPT POSTED UNTIL FINAL ZOOM. FINISH PART OF BASEMENT INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH wner on Record: DUPUY, DAMIAN E u CATHERINE A BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL ddress: 148 ORCHARD ST INSPECTION HAS BEEN MADE. MILLIS,MA 02054 ?plication Entered by: JL Building Permit Issued'By: IIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR.91DEWALICOR A PART THE G R TEMPORARILY,ORIvI PERMANENTLY. 4CROACHEMENTS ON PUBLIC PROPERTY,.NOT SPECIFICALLY`PERMITTED UNDER TH. BUILDING CODE,'MUST-BE APPROVED BY THE JURISDICTION. REET OR ALLY GRADES AS WELL AS DEPTH AND.LOCATION OF PUBLIC SEWERS MAY OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. JE ISSUANCE OF THIS PERMIT:DOES NOT.RELEASE THE APPLIC ANT,FROM THE CONDITIONS.OF ANY APPLICABLE SUBDIVISIONRESTRICTIONS: :> INRAUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONTSTRUCTION WORK: FOUNDATION OR FOOTINGS. ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. x PRIOR TO COVERING STRUCTURAL MEMBERS(READY TO LATH): INSULATION. FINAL INSPECTION BEFORE OCCUPANCY. THERE APPLICABLE,SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL,PLUMBING AND MECHANICAL INSTALLATIONS: 'ORK SHALL NOT PROCEED UNTIL THE INSPECTOR HAS APPROVED THE VARIOUS STAGES OF CONSTRUCTION. ERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION.WORK IS NOT STARTED WITHIN SIX MONTHS OF. ATE THE PERMIT IS ISSUED AS NOTED ABOVE. ?RSONS 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 Vti 2 2 I 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 - Board of Health r - ASSESSORS' REF: VFLOD ZONE: Map 167 Parcel 018 Zone C, B & A10(el.=11) Community Panel No. OVERLAY DISTRICT: #2July Dols D n• July 2, 1992 J1V AP — Aquifer Protection District ZONE: RD-1 O S&T Area (min.) 87,120 SF (RPOD) Fnd": "OhoN Frontage (min) 20' R. F' Width (min) 125' de o� ob h Setbacks: ci et Front 30' Side 10' `3402011 F Rear 10' U f hoc �� 249 86. CB/DH Zoe ` Fnd e 2 "C 6 % Lot 2 v I Area To BVW 77 375±SF L=18�VVVIII .55' O O R-20.00 �o F o a Q) � Qz° New Concrete Foundation Fn #60 . 1—Sty Dwelling p :With Walkout O Basement O 58.2' ono, 10 eO4 BVW9 \ \ \ Z evwa \ \ Former House \�\ \ \ \ LocationAL VIV7 \ GBIDH ,� Well Fnd Pi Bordering Vegetated Wetland` As Flagged .By ENSR 6,0O & Donald Scholl Bvwa' �I 65°OAk �IF g�rr Annual MHW E1=2.3' (NGVD) Ga�gh°n also flagged as river bank) II I J pr Ak 5 s /ds I "Wood Ro d" (8' wide) °Pa OVW2 as ShoEon Plan 383 Page 26 ated Jan 27, 1983 /BvW1 / � tttoF4%S.W, . I certify that the new o� RICHARD yc foundation shown hereon � v+ conforms to the setback LHE R. requirements of the Zoning PLOT PLAN 24312 Bylaws of the town of At 60 Powers Drive °Fess�° @ Barnstable. BARNSTABLE Professlona Land Surveyor D to (Centerville) NOTES: MASS. DATE: 13/MAR108 SCALE: 1"-50' 1.) The structures, shown were `located', on .the ground 0 25 50 75 100FEET by conventional survey methods on "(Or 'between) 08/AUG/07 and 11/MAR/08. PREPARED FOR: Damian E. Dupuy 2.) The property line information shown hereon was 148 Orchard Street compiled from available record- information. Millis, MA. 02054 3.) This plan is not for recording and is not to be PREPARED BY: used for construction layout or deed Cap` eSury` description purposes. 7 Parker Road Osterville MA 02655 DWG #. C443_1gl FIELD BY. WHK/MLL/DWB (508) 420-3994 / 420-3995fax ■ J. LR HDR by Weyerhaeuser 3 PCs of 1 3/4" x 9 1/2" 1.9E Microllam@ LVL TJ-Beam®6.35 Serial Number:7005107030 User:2 1114/20099:17:49AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Pagel Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM2 Roof Slope12M2 I d 9.6" All dimensions are horizontal Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 13' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 9'6" Adds To, wall Uniform(plf) Floor(1.00) 530.0 159.0 0 To 9'6" Adds To 2nd t=26.5/2=13.25 Uniform(plf) Floor(1.00) 265.0 159.0 0 To 9'6" Adds To aiitc t=26.5/2 SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 3.73" 5320/3004/0/8324 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL 2 Stud wall 3.50" 3.73" 5320/3004/0/8324 L1: Blocking 1 Ply 1 3/4"x 9 1/2"1.9E Microllam@ LVL -See iLevel@ Specifier's/Builder's Guide for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 8032 -6425 10898 Passed(59%) Rt.end Span 1.under Snow loading Moment(Ft-Lbs) 18406 18406 20312 Passed(91%) MID Span 1 under Snow loading Live Load Defl(in) 0.278 0.306 Passed(U395) MID Span 1 under Snow loading Total Load Defl(in) 0.435 0.458 Passed(U253) MID Span 1 under Snow loading -Deflection Criteria: HIGH(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 8'9"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel@. iLevel@ warrants the sizing of its products by this software will be accomplished in accordance with iLevel@ product design criteria and code accepted design values. The specific product application, input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel@ Associate. -Not all products are readily available. Check with your supplier or iLevel@ technical representative for product availability. -THIS ANALYSIS FOR iLevel@ PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel@ Distribution product listed above. -Note:See iLevel@ Specifier's/Builder's Guide for multiple ply connection. ASH OF�,� PROJECT INFORMATION: OPERATOR INFORMATION: � 5�� A;, �o MICHELE 60 POWERS Michele Cudilo � 34774 CUDILO Michele Cudilo P.E. o CENTERVILLE \} , . 0 _..o h -�'� 123 Cottonwood Lane STRUCTURAL � /.^ Centerville, MA 02632-1979 Phone:5087717601 9FO,STrr; o-PA ' Fax :5087717163 , mcudilo@comcast.net_ Copyright @ 2009 by iLevel@, Federal Way, WA. Microllam@ is a registered trademark of iLevel@. C:\Program Files\Trus Joist\Job Files\2009DupuyLRhdr:sms HDR by Weyerhaeuser 3 PCs of 1 3/4" x 14" 1..9E Microllam® LVL TJ-Beam®6.35 Serial Number:7005107030 User:2 11/4/2009 9:13:56 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope12M2 2❑ 12-g.. All dimensions are horizontal. Product Diagram is Conceptual LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 13' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 12.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Floor(1.00) 0.0 80.0 0 To 12'6" Adds To wall . Uniform(plf) Floor(1.00) 530.0 159.0 0 To 12'6" Adds To 2nd t=26.5/2=13.25 Uniform(plf) Floor(1.00) 265.0 159.0 0 To 12'6" Adds To, aiitc t=26.5/2 SUPPORTS: • ' Input Bearing Vertical Reactions(lbs) ; Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 4.93" 7000/3993/0/10993 L1: Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL 2 Stud wall 3.50" 4.93" 7000/3993/0/10993 L1: Blocking 1 Ply 1 3/4"x 14"1.9E Microllam®LVL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Result Location Shear(lbs) 10700 -8428 16060 Passed(52%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 32546 32546 41846 Passed(78%) MID Span 1 under Snow loading Live Load Defl(in) 0.276 0.406 Passed(U528) MID Span 1 under Snow loading Total Load Defl(in) 0.434 0.608 Passed(L/336) MID Span 1 under Snow loading -Deflection Criteria: HIGH(LL:U360,TL'L/240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 9'1"o/c unless.detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input.design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate.. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. OFF°f f> PROJECT INFORMATION: OPERATOR INFORMATION: o� M!CHF! � 60 POWERS Michele Cudilo o� Cuoluj CENTERVILLE Michele Cudilo, P.E. No. 34i/4 STFRU TUfi3rdA, / 123 Cottonwood Lane Centerville, MA 02632-1979 Phone:5087717601 e, Fax :5087717163 ' mcudilo@comcast.net ` Copyright © 2009 by iLevel®, Federal Way, WA. Microllam® is a registered trademark of iLevel®. Page 1 of 2 ` Main Identity From: "Ed Keith" <ed.keith@apawood.org> To:_ "Michele Cudilo, P.E." <mcudilo@comcast.net> Sent: Wednesday, November 18, 2009 11:18 AM . Subject: RE: another apa question! It ended up in my junk mail folder. I did not see it until I saw the one below. I don't know why it kicks you out!!! Computers are a mystery to me... Download Q225 from our website. Use Table 1a of this publication and look down the Span Rating column to 40/20 (a 5/8"or 19/32 panel has a span rating of 40/20). When placed at 16" oc,you will find that this panel has a total bending capacity of 293 psf and a live load (L/360)deflection capacity of 409 psf. Consider bending first: required total load =40+30+ 10=80 psf. 80<409 so OK bending. (Note that 80<338 so OK Shear as well). Now look at live load (L/360)deflection: Live load is 40 psf. 40 psf<409 psf, so OK live load deflection. (Check total load (L/240)deflection: 80<614, therefore OK total load deflection. (Roof deflections are measured at L/180 for total load and L/240 for Live Load) Call me! A Ed From: Michele Cudilo, P.E. [mailto:mcudilo@comcast.net] Sent: Wednesday, November 18, 2009 7:13 AM To: Ed Keith Subject: another apa question! Ed, did you get this? -----Original Message ----- From: Michele Cudilo, P.E. To: Ed Keith Sent: Thursday, November 12, 2009 12:58 PM Subject: another apa question! Hi! this time it's a floor! existing 5/8" ply CDX w/joists at 16"o/c, owner wants to put It.wt. conc. radiant heat flooring w/the (add'I wt. 30 psf) on 1 st fl (LL=40 psf) is that ok? Michele Cudilo, P.E. 123 Cottonwood Lane Centerville, MA 02632-1979 voice: 508-771-7601 fax: 508-771-7163 cell: 508-737-8521 11/18/2009 e RIDGE BM AT GARAGE PLAYROOM by Weyerhaeuser 4 Pcs of 1 3/4" x 18" 1.9E Microllam@ LVL TJ-Beam®6.35 Serial Number:7005107030 User:2 11/4120099:31:01 AM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page Engine Version:6.35.0 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:OM Roof Slope12M2 F_ 1❑: 2❑ d 28'81M6" - All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 12' Primary Load Group-Snow(psf):25.0 Live at 115%duration, 12.0 Dead SUPPORTS: Input Bearing. Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" 2.59" 4301 /3418/0/7719 L1: Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL 2 Stud wall 3.50" 2.59" 4301 /3418/0/7719 L1: Blocking 1 Ply 1 1/4"x 18"1.3E TimberStrand®LSL -See iLevel®Specifier's/Builder's Guide for detail(s): L1: Blocking DESIGN CONTROLS: Maximum Design Control Result Location Shear(Ibs) 7629 -6754 27531 Passed(25%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 54044 54044 89132 Passed(61%) MID Span 1 under Snow loading Live Load Defl(in) 0.702 0.945 Passed(U484) MID Span 1 under Snow loading Total Load Defl(in) 1.260 1.417 Passed(U270) MID Span 1 under Snow loading -Deflection Criteria: HIGH(LL:U360,TL:U240). -Bracing(Lt#All compression edges(top and bottom)must be braced at 12'o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by iLevel®. iLevel®warrants the sizing of its products by this software will be accomplished in accordance with iLevel®product design criteria and code accepted design values. The specific product application,input design loads,and stated dimensions have been provided by the software user. This output has not been reviewed by an iLevel®Associate. -Not all products are readily available. Check with your supplier or iLevel®technical representative for product availability. -THIS ANALYSIS FOR iLevel®PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code IBC analyzing the iLevel®Distribution product listed above. -Note:See iLevel®Specifier's/Builder's Guide for multiple ply connection. n� �yae, \ �: PROJECT INFORMATION: OPERATOR INFORMATION: �° EVI!CHEi_•.- 60 POWERS Michele Cudilo 0 CENTERVILLE Michele Cudilo, P.E. STr3U,C7 Ljp,... l 123 Cottonwood Lane q Centerville, MA 02632-1979 r, °r'•``%`�`' Phone:5087717601 Fax :5087717163 mcudilo@comcast.net Copyright © 2009 by.iLevel®, Federal Way, WA, a Microllam® is a registered trademark of iLevel®. C:\Program Files\Trus Joist\Job Files\2009DupuyLRhdrSHORT.sms k n Sct� l f'. • t s4 �fW`�I"✓ � - "gyp 7. `� ��Obu�. W►U OvI>S � . i -�4 8 GP��N OF Aq ' .' . O= M{CttEL o 34E7w v STRtCT t; PROPOSED RESIDENCE MODIFICATIONS MTCT-TFT,F CUT)TTA P.F. Centerville, Massachusetts 02632 mcudilo*comcost.net Drawn By: MC Date: 11 06/09 Drawing 60 POWERS LANE = CENTERVILLE, MA Scale: Rev. p S K— 1 File Name:DUPUY Project No.:2009-164 J Vcq �y1l4 OF p,LgSS Y1 ,9c t 0 MICHELE z CUOILO ! ° N0.34774 ! STRUCTURAL I Q AA-? TC 4 AS ;"p . 3 I 2: �2 eiltsrZ-ZxNxltv'�4 DA �� `'Zu �c � `z � � ►c?� �`r �S1- u �I D2A w/ 'gocT A-S ZIE0 ALL v,c)2s �usT, VLev PROPOSED RESIDENCE MODIFICATIONS :'s po �4 lst �, pg MICHELE CUDILO, P.E. Consulting Structural En ineer Centerville, Massachusetts 02632 mcudilo®comcost.net 60 POWERS LANE Drawn By: MC Dote: 1 1/06/09 D r a w i n g"CENTERVILLE, MA Scale: _ Rev. 0 File Name:DUPUY I Project No.:2009-164 i i 4 / / �orQ i { 2 NQ , 9 ti;Ctit L� .. O No.347 STRUC T l'.L�Lf i - - f t_. a COIJ AROAOSED RESIDI-NCE'�'AA'ODIFICATI�NS - _ '^"" tE�TA1R___ o- tZ MICHELE CUDILO, P.E. Consulting Structural Engineer Centerville, Massachusetts 02632 mcudilo®comcast.net Drawn By: MC Date: 12,/2t)/09 Drawing 60 POWERS LANE Scale: — hOA Rev. 0 CENTERVILLE, MA S K— 1A_ File Name:DUPUY Project No.:2009-164 r Tr ; N OF 1.1,gss9 � � o MICHELE tiG O g CUDiLO ^ MID �� ON • Abp Sol-h�- -FAA� FOr 2's FSF 9�j►�G�� % � ' i � STRRUUCTTURUR AL M 3 O 1 �RJfL 5t�;11LAp- ADD I-oR-4-,'O 'r5F Mt�X v�/ t- f}D D l x I 1(o D/c +t't tnl, :.-Via`• m N N Dm I vMiFY Ih o AS-�c.T Dv / _ ...... . . O l � ! < U) o goo 3 m n ; zooDD C� c oar"' �{2,s CD A r 0 Z O � 0d i p N c I 0 o 0 :3 ►b �►c,w�✓LD vt d 0 5 Ccd�N�Do r� ►2 Gr rtrn ' �c/A�Ls I ) i 2 b (D l z` °lam o>� 0'� p� SF,o�po \•00 iC °sFo o \ \ \ �'•'•. � � \ �' \ \ _-.a\ \ \.. Epp°s \ Poi 30 ••;':� \ \ \ '•.•• \ � .,;� icy OVP . \ •. . \ y B9H Ca A \ \ \ \ \ E SEP77C Or �p e+�,� J �• :i /lam o� peptic Systec�a�(npProx)�f By, H Card / l (SIFE�'EP71C N �93 11) l + •• \°per'�,p ` \ / /� ' l�-•'_ a`, 21 \ \ • \ \ \ / / r TBi CBIDH Fnd �- . • �1 \ \� \�- \ �\\ ��\ \ � -" '� \ \ ••: `gyp\� ` � �`A.�-- �i� M31A NV Cz�-sis.'od � F % 0 . jo 6. 6' GL OM AM P2)7 Old 01 � u5N3 48 60 Ile iYA a goo Ll ao S9'Of=7 �' TP e --- d / lots, 61 Powers Drive....and 60 Powers Drive, sh not now,nor in the fu j construct a pier.or dock on their property, as this dock shall servi o the association members. A restriction to that effect...,. ;2005 Town Council adopted'Chap— pte 40 a ingte area of l—,ln-one.own ship def n d y metes and,bo nds ::.are tdtained in identica o ership.5' ` A I understand that the applicant has the right to a way to the water. No one has obstructed or objected to that access. Yet a dock and pier installed in the middle of a private way with its plan for launching kayaks and canoes is challenging. However, Chapter 240 and the concerns of the various agencies need to be satisfied in order for me to refrain from any objection. Sincerely, John C. Doriss ,s -.x aft TOWN OF BARNSTABLE ZONING BOARD OF APPEALS MEMORANDUM APPEAL NO: 2005—77 &78 HEARING DATE: September 14, 2005 PETITIONER: Damian Dupuy, Representative of The Powers Drive Association REPRESENTATIVE: Matthew J. Dupuy, Ardito, Sweeney, Stusse, Robertson & Dupuy 25 Mid Tech Drive, Suite C, W. Yarmouth, MA 02673 OWNERS: 15 Powers Drive,Centerville, MA Map 167 Parcel 023 35 Powers Drive,Centerville, MA Map 167 Parcel 022 61 Powers Drive, Centerville, MA Map 16.7_Parcel 021 U60TPowers Drive, Centerville, MA Map 167 Parcel 018 42-Powers Drive;Centerville, MA IVap 167 Parcel-038 34 Powers Drive, Centerville, MA Map 167 Parcel 033 871 Bumps River Road, Centerville, MA Map 167 Parcel 032 PROPERTY: End of Powers Drive (Private 40 feet wide) Centerville, MA—Tidal Area of Skunknet River/Bumps River shown on Assessors Map 167. A. PLANS SUBMITTED WITH APPLICATION: 1. Site Plan;of Land in Barnstable (Centerville) MA Prepared for the Petitioner by Sullivan Engineering, P.O. Box 659, Osterville, MA&CapeSurv, 7 Parker Road, Osterville, MA 02655, one page. B. RELIEF REQUESTED: 1. Overturn the decision of the Building Inspector. 2. The Petitioner seeks by Special Permit pursuant to Zoning By-Law, Sections 240-44.A, to construct a dock, pier and walkway which will serve seven (7) Principal Lots on the private road right of way. C. FACTS& PROCEDURES: In the Appeals before the Board,the applicants are seeking to construct a community dock at the end of a private road right of way. Assessor's map and lot'number .. . . ... 7- SEPTIC�"� , •CA, Id /�_ 7&1 �Y SYSTEM MUST BE 3 INSTALLED I N COMPLIANCE �ewaj� ,Permit number WITH ARTICLE II STATE SANITARY CODE AND TOWN yOf.THE { ai L 1,{ �!S TOWN OF BARNSALE "U& 1639 RU�ILD'.I�NG INSPECTOR 00 •' 00 .C: t ♦ C e APPLICATION' FOR PERMIT TO .................CO11A;r1kc.t...lww...Aa.di.ti.7,m................................................... rTYPE OF CONSTRUCTION ............................ 00d..frame...................................................................... ......... 7..October....................19...7.E? TO' THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ...............Rower X.Driv.e........Centerville..,...Mass.,..........................(...mff...Bump.s...River...Rd..:...) Proposed use .....Sngle... am? x..dwe :1.34nh......... ..........................................................:.........................:... Zoning District .............Fire District ................. Name of Owner plena...N.....FOWer.............................Address ......FO.TATer..Prime.....G.eAt.erv..111v.p...MuSs. ......4. GOunt S.eat.x9t.... ar�,x��,s. Mass. Name of Builder �ra�.�..a3t'...��.�.��Xll�,..�O.R.:..............Address ?... .y... � �... Name of ArchiteciPlans...by..btul ..d.er...........................Address .................................................................................... Number of Rooms ...:....Four................................................Foundation ' ...potured...!on.cre.te...yS1.,lfoatixig... Exterior ............... /.�tn.. .1.-.9.1...........................................Roofing" ..Asplaalt.....dbl•......GA.3t.e age..r.oll...ro.ofing Floors .................Ply.Wad/..carpet............................,...interior ..Sheetraek...walls...-..expo.s.ed..beam...raf. Heating .............Gas...hat...air.........................................Plumbing ..Coup.er.-P.VC..........................:...................... :.... .........:... S-7.400 Fireplace .............CIO.ilk:....................................... ....Approximate Cost ... -...................,............................ Definitive Plan Approved by Planning Board _______________________________19________ . Area ..77.6...s ....ft............. Diagram of Lot and Building with Dimensions Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH G r� L ' Q� d Ct,4N '( I hereby ag nform to all the ulees a —We—g" lations of the Town CBarns nnc table regarding the above construction. C Name .............. Power, Helena M. No 478 7.3.4.....Permit-fo .. add t o single family dwelling ............................................................................... �Powers Drive Location ............................................................... e Centrville ...................................................... % Owner ..............Helena .M. Power.... Type of Construction frame 1 ........................................... Q > .............. .............................................................. L"A C Plot............................ .)... Lot .......... October 14 76 Permit Granted ......... .......19 Date of Inspection 19 Date Completecl .... :t�L........419 d PERMIT-REFUSED t ................................................................. 19 ..................................................................................... .......................... .............................................. 4 . ................... ...................................................... 4L3 c! of C2 e . .......................................................................... Approved .......................................... ... 19 ............ .................................. ............................ ......................................................... v MCt I Imo. i ems. 4t �li ' � ,LDING DEPT. DATE D PAf r IMEN T DATE U1t45/rZ pQ(!:'ila^ FOP PERMITTING F CARBON MONOXIDE ALARMS MUST BE INSTALLED PER ` MASSACHUSETTS BUILDING CODE 14` Y �� - - ---- c - - -TOP or TE_A9"E SEEDR D Flm0. 1 Rom._ $I`` , I � I IMPORTANT m UPGRADE REQUIRED * 33G I s' �:6. I V.4" STATE BUILDING CODE REQUIRES THE UPGRADING OF. SMOKE DETECTORS FOR THE ENTIRE DWELLING WHEN t> ONE OR MORE SLEEPING AREAS ARE ADDED OR CREATED, T10TE: A SEPAFA+TE PERMIT IS REQU1REt7 FOR THE WEST 6LEV vtnnr-1 INSTALLATION OF SMOKE DETECTORS-THE ELECTRICAL PERMIT DOES NOT SATISFY THIS REQUIREMENT. DPiMIAN CAl-ml DIJPOY \ SCAIE AN_1 � APPROVED BY: MA"BY DATE REVISED ' DRAWING NUMBER W FST Ei�/v\•T o 1-� I OF H - G a4 ME Z4p 1114-- c--aiz%z —121y ,�E Ix2�t --'F -1 12� • n10 RT�fELEV 1\T1DI4 yBr _ 1 FOOT 5CALE AVPEO"ED pT OEA—BT DATE: pENSED opAWWG NUMBEp '�. OF f � 1 l � IZ � IL - - • - I [Lin] E L mn I I I - - ItI T Ibbr � 2�1E Zg$ DA-m iA-N f Cr,-TH y -DOIDvy SGtF.yr, I�DUr •PPIOVED PT: - DPAWN BT DAM. IO Z`O? PFVISED ' _ OPwWING NUtwPER T CL�/�4T I oN g (OF a _ El LEI 10- E --- R=F a T IJl , , P • A - SOU'Tti .LLEVI!1'F'10/•I - � - - - y SCALE. wPPROVED E4: Dl'— ` DATE REVRED - I - DRwwING NUMEER " - ' 12' . y ( m r , Eli LAvrj 19 14 iSa �,! 17� ' RAGE FIRST FtvPR -P14-0.1 - ZI —241 AINMwha t,' CATHY DJPJy . - sure . _ AeeRovED Rr. DRAVIH er- t r - POWERS LAME - 'W DRAWING NUMBER F(RSr ti took VLA-N S DF 9— � BEDRoom a FAMity - 1 IT ri BhTFI - �' BstoW � - - Y grQAT '20 o M 20 n 28' I , I E • ' SCAM' •IIIOVED SI DR�wN Sl - DIE REVRED - OQIIWING NUMBEQ - SEcorlp E E , • � �� BEDRIvN Lovi?-A& m Mc, — 1 . I Fool IL ---^ -- -- -- - I -; . i SCALE' APPROVED eY DR—ee DAIE eMSED - v, - DiAWWD HUMBEe Ex�s-riNc, ��oocL �L�t-n► � cp _L ROSg SECTTDN_B_�WEg'r ELE�/NTlo N___ - Po�CH hN TRIM �SID W6 _ CAO55 SECTION A INE5T ELEVATION - - MKitE0. DE�RooM'- MMAI 5EL'I,oly r+OUSE Ix to No.Iccs W/ IxI/ bEZoND PC.. ` WhITF Ct"Dq-EZ SIoI NC, 2x� LJ LL.9-li TiCS 32�I o.C,• Ix to Son/ '?INC VtT\TED'= R\06E G,4? 12" C,YL`-it N h1JU zx Iz RIDE,E _Dx -pE-7 W� % pox p�yw000 9 t IEvT+e 1N6 So YEAR A-RLM• 5 M IAICI PS-/�S7Pi�T 2x12 NIP RIDGE e / w/30 1Dc�A�d"R ,x 10 RR�T�T /_- 9' ST.VS Fbq?- F:V--T W ALLS f 'y, / 2x10 RP♦-FT�y3�lb°O-C• 5pMv I}' 'aEVROUA\ WING. - $- 2X9P 'd ^'1 Iy'S1VD9 .. FIEBTERCGth35 V,�SOLr4noN r / -� 2x to CEIUNG .To15T8/S? --4 I4 / 1 o,C. I-(k4 P.T. -9vsT3 I �, BUILT IN sopriz-r VeNT5 I /• I. I 2 XG r-x"E it." O.C. sigxro MNrlo4a N I 2xlo P� f •, \ 10 Zxe CEILING Ta\ST-S 1'G� ''d.C- 1S711 _L_I - Io"o.C• (3\k"PMA-N,) " a C.ton 5oNo TUBE N X10 PIN- � 'LX0 CCU-)N G Tbj,SIS 1�S(.B"1d o4r^N,'C� .,4F oR CaL.INCl. - �—�� 51—� i 1`I° (3GS Fl.00R JOISTS CSEE -pI_,r•,v) '— - - .- --- -- - - - 10, SON. q,Z 63 _ GI' R-\� FIPygTC6Lh55 �n19, 1 4' 7B ESP I I I y/I3/y x W t_V I_ pEw--.�. (s L-E pLM�) I �Mvtlm Hoose) ' A 'Lilo FLAoR :I'UI STS IG"O•C. Ek\t7t. - I i V- � CRAW t_ S7AcE�t1cIST r✓�ri --- - -- - - - � e,na-rBlFnosr w.kLt. . I< iY Frc, , $ea *.-ra I=ROAR'o,c H�Ius 6 . y CAIM Ie,tc I,eN *Vcq-: Zx10 Ib"ac m"E'`( 3E USCA To Cae4rc HIc,nE2 CeILI N C-, W e-co. L ICAIE' APPROVED BY DRAWN B, DATE REVISED DRAWING NUMBER p y , U �� 121 6 f.I 1-4 gCI Iti LSou 65oo It/D.0 - •S1't" LS g1�iYN 2Z� - ec.II 2 13iy N III LYL 7.x 10 VA oC hehae. - spo-N „ TF tmla aewAiX 10 zKlo 11"O.0 _6 y SpA-N 12' d4/} . oc 51 a 5'Gt1 Jet 19 — 14 Z nz _ » s , sECOKID Fuz FO-1nme- RA-N YB� 1 FvoT ,• �L 8EN•M I 241 � Seyim a �q m,Ma DUv y SGIE A"ACWD EY Du—EY DATE REv,SED - Co -PO�AI CSLS LANE - • ORAwiMG rtUA�EFR . SQ:oND Fi_ua(Z F1Ct/♦-%I'1E Rh-n1 `C't �F •N) � f ?61V 2T\1 R10a6 � .. - Zhlo Ib"o• � 2k\o " - . . 2x11 R�DUE _ S��L-D DoRvnE2 � p o� d- • LRY ovER ° a n pow EnawE ' ZMA lilt, 2.hlo 1b"O,C ail �ET kp N 3t.o�KS ct , s a StT bL-Cv-S - 7-41 lz`4 -'�t t9 11 1s5� SCAUi y>,� APPROVED 9r. DMVIN EY . o�rE II Z/J6�' PEwtsEo 'PUMPER _ t200F T-ZA-w)C gyp. oP (. } E%Ig•{, FWNDiFIIeaN �'� RemDVE WwU- r 24' Farmove r — — _ � — — — — --1 1 J�V E XISYF F�1JN D. 'EDI`�G�r ''•'� 11�,ff�'. sLA-0 4 GuT OPfJalNb - 9' 1 UR r-- -- i IN L IILL NEW FulL- Pt J-b- _, I ---------- 9' I 1 . 3/zx iz. a1 1 8 s' 5 LA IF 1 I I fi I- - -- - - - - - -' f� Iz I I i - - I I Am � I I I 2.8'B I I I I r I I F 21 _ • I , II I , 1 24' SGIE ARPROVED BT: ORAWN BV DAM' REVISED DRAWING NUAUER TvvNDhi IOJ1 YCfrl� (I%of r•( • f — InaniDla M1bmbe,eeams SiAIL11d, Connection :R'e4e FOR REVIEW ;�*� REVISIONS: BY=� j DESIGN CRITERIA I— t Yn'Versa-Lam I rlal Patlwn i' I . •,n.,.......>,...«>.n.•. III :r n._.,.... 4 ,.r„.,.. ... DEFLECTION LIMITS FIRST FLOOR LOADS SECOND FLOOR LOADS �- - -- 12 tetl common na 4 f.. VERIFY ALL CHECI[ED ITEMS BELOW PRIOR TO ORDERING — --- - , I ,•,I �;] �,��y,6C TS::;br i`% \� ��>,,,` Please call h any questions or concerns AD L/480 LIVE LOAD 40 PSF LIVE LOAD 40 PSF .,a,.h �..=r �. IVI VYIt(800)832.8089 TOTAL LOADLf240 DEAD LOAD 10 PSF DEAD LOAD 10 PSF ;] ALL ROOF LOADS TO Il( \ f loin,aupth changed X Beam sizes than ed Gam specification DESIGN ASSUMES 4%LOAD SHARING AND r � •••'•••. ,m% c g —EXTERIOR OR BEARING WALLS SHEATHING IS GLUED AND NAILED I! ri FIT j\ U Joist direction changed Cl Note steel or filch beams by otire,required .n.r.>,m.. u.......... Joist series changed R U Flush beamm dee e t a s ban nDD'Diu .. �- V :...:nM� ❑1Dia1 al»Ding chansed n Verify past and o columa locations FRAMING AS NOTED (a)Man pollem lore at...member mustD,c,t both sees. OBeamr eased fnrs,ruaumireasons D Posts added(see notes tin plan) ------- IN,, ❑Mid span bridging recommended 0 V<fifyjeis,and beam lengths - Not-1-,nmy no l,creasea by l5%for snow-load ecm,.nr•• It design criteria 0 Cnlicll dimensions h,y b......led II f - mesanday25hfornon-an-mare wham I� I f bulaing coda albws e nigh defection 0 Verify forming at fireplace Add Extra Joist Less Multi IeMemberConnectionNail / Web Stiffeners Asee miles for cedingand mar lnads u Veriryfmmingatstairll Than3"From Wall Above - :!F491 — N.T.S.F16-Ei- - N.T.S. j 0 Additional information required to complete joist layout. I I I 9 ; i 3!4"nlvwoodJO SB BC I joist U Shop drawing is an estimate only,not for construction. blocking TDD,armw«aro DBlDs, xr.•tea nose 0 BASED ON TRUSS ROOF SYSTEM or rim board closure' I-� g cDc«wanaz-free, ,> ,r 9 2nd A2 : 2nd A3 (� i required for 14"BC 90s-2.0 SP ! 14"BCI 60s,2.0 SP F-W irz I� cantilever �� I I� 12"OCS I 16"OCS III = ( Z O r7,1 LL Signature Date L3 L4 f w Web stiffener required \\�� ` ? F J W W leach side with 18 and `. \ �\ � ' I ��. \\..6 I i Q Q K>W deeper joists. I \\ ,III 3 \\�\�`� Company a J 3 Z 7 W S reinfl�e ent M UPGRADED TO BC190 LU BECAUSE OF LONG SPAN WITH'OFFSET I ' I Z ao 4,l I i CEILING JOISTS SUPPORTED BY.FLOOR. I , .Backer E IS NOW AT.56"DEFLECTION I _ ° block mhohln V ` Rim Board .._.... __ .__ ----- - Im - - - - - ESE --- ---- ---- ---- 3 oil! I ' Plywood Reinforced Cantilever F14-d-- - '- ""'-- -�--'-"—"-----rr'- '�' � ]PERFORMANC " I `� � � � VERIFY MATERIAL LENGTHSFOR TH �i I I - 1 F21 ----------------- -C N T.S. �•._,:' N.T.S. 3Ill JOISTS.COULD BE OVER 22'BUT' - !\-' LENGTH WAS BASED ON SCALED PLAN, r l..!I onolamno�naom wn. � I._ .."._-_-_ : a •(!iI--JII�lI f' f I $ago o wo Do nmmc.aD,anewb 2nd FLOOR o j.._,!l[.._ 2m" rt �gaFraming Schedule-Nominalized y�a o ` LL >, Tag I Qty Description Length 9 �\ o m o 1 130 14'BCI060s-2.0 SP 24'0' v = -- - \ J�yg z 2 ill Ito BCI®60s 2.0 SP zz O- - a. _ rl _._.._.._. _._7t3)-_- .. ` -- -' ----,.- --- -- ------ HH01-a. Wj ----- -_:r::v:__. ......... ....... 3 , I A 12 11�314 x9112 VERSA-LAhIJ 2.03t00 SP 14 �J��"�� 3JaU I IL3/4'xll.7l8'_VERcALl AfA 2;03100 SP;,�'B' = I `� - TYP. CALC FOR - aay�y °8� I I�i om G '2 1]I4"x I4"VERSA V:AI•J 2.0 3100 SP I 25 SPAN HERE — - -— ---- ,i [-- I ;o�3lcaamws ' ] 3 I314 I6 VERSA LADIJ 2.031005P 160" f .I .2 FO I' DO NOT -�- - - I I FRAMING BY OTHER HERE.VERIFY DIFFERENT CEILINGHEIGHTS, - Le,� o�mo .@o DN0l - .-'- ---- 11 ELI_I ICI 0�a.[tr i0 o' ow -�orttuouo -- -------- -...— ....-.. _......... __ -.__ ¢ BI aoi0- Singlelo"BC19905-2.0 SP Jo1502nd,D4 wmo Kim¢ o`�� 00� 9 ITL I I,1A B(.RIt.J BOARD"' I III{I I I lieG�a,]r R•p>a-09 1•[nIND<mlhvn>101]a>[• Turdry.Dv.•mlwr ll,2a0l ltal F¢ wNUmmn�s 2onc a to ar.,ca«ry 11 I I a.a s1 u'ocsils•Dr>:'+loa•asn•a>e,«,rmr«, i Bnlh III II I -, j iI Ij bloc: 11I IIir_, . - I I .,...:...... ..- r- .. - I....••- _ ._ 1,' �� I tCefS•rrow R: D I.RU YRE ruIa6rEKREwwm s0No,:,>c°r m�r P•wrr vVnw,Be ..•xEsov'sE a i 2Z o c _ EfiP]I -'=w =s= I :�I bl tl2Ptleytn«a I I naf,x mLLUo � j! ��-o'- J. ;l Leae «a nz��< TQ 1 _._ w. a.. «m xm,Lx. _ 2- t],a W e ... mu I l��Tr•�Is'Z-Ci:-10 a3aa S3Dta Ir z:��"p 1 Is _ a e ..L teq Uri na,m no]1e ais ]a Iz I f- e4o�Z�ua,oBao � • w QisslDmm aardo°aw.off' BCI Blocking@Bearing 1(2 c•noaesammD �,« Q z oy o` F01 ---- N.T.S. I- cr:i n.:sa, iiioal1ei n.. I:— i 1:,. ;:a«°.4:s "p" Z �r2nu�Ewwrc= Double Joists Here I _ reDu leas c•s. Lax.�m an. L•1 , •aPr+'�m.o.'�:.+ma 1 BCI 605-2.0 SP' -.1 aef,• %NY. I " f L�w.N D.a an was a coo. 1 14 1 ac mnoe[a. ys - I�m.�a:,an•neemp., Single r4"BCIBG0s-2.DSP Jol5P2nd:D1 12"OCS== I I e.rn as 1. %e''�`'<'•>T�.�•m I----_--_-_ II Bl:CxIESD�D•ranRro>M1-V9 I•eN,INoc•mBwl•101]tln• TUMry.D•:•mbnit,]fW ]) r Bvlf al 1]'OC9 P•p:'tir lBLraan•we[wr,[v.-.n 9 f7 I I f„tl•,>•• �Cinm'PESKEnCE I W _ B•DnnD SuDDDna axNn u'� D m4C"It !9 I A�N,m,: 0.PUY nE6nEIKE C»ob1mM01 1 I 1 2 r of WN[IN•m^VYIA' IIr)M • n, ie+Na `• NNG��• I II ifs c• , Smarar. P•:•rvm A,•n t I F ,9 C.,It P•vry BI WD91 rx a4R' inn, • UnnnNa G ��_ Cry,sec•,2b:. mn m8um W iW Nmoa tt v , 2 ynn,•„> I a•'M:cmcn:•rlwla>A •v�caw.Tx, I I • Ccv>mn lOIEllO L,a/6ER enw[•rY:Par• C,['p„mr•n�Arrf tt'MrN°I•nhnfdMa ma�i.•[a ZR `ap�ga• i'- II LD 47 ` Cm:pe•»flr•xr!>�en]Y)2 n'A,M•:.'paLra n.l n•lw n,M•e M >t rr 00 to W Ij lei 5. - - - , m z o p �I au'im aum.»:Dea tt,n.ln i 00 W— i O LU O Law sammey F Double Joists Here I� - J m N II r. r ,ma ,o. ,oa rna «a z ., ., [.o ...m Iw• ro ae wort amr«.. 1Z wQ 3 J�• to LU C ed S _ Dbdoaor• :I LL 0 - .,.a.]r. t.INe,n,l' d li;:,:.N a ,na. sf.D: ,-,.. t.Rr: e:`o;,r.,.. mrf:,m M:,' 1tp) �o - - • ':i -n to c.=.�wc.3 m. on V]xt�=iezl i�v-.• mn�n°�:m:"mT['s°.'N.° :! p,ram] ^D.aY' Daia ..^: t t zrmeic _ LO P.t•I er, Sc• C.r if.a M aTrQa<n .i.ti 0U 9— e>a°50N• .cr.].51,' aDSM Ir.»•A T •°• JOIST SERIES UPGRADED FROM BC16500 AS THEY ARE NOT STOCK II BI w.eitw• ..ur,) a- sea as N, n, lmirlNf uK�ec[P.wcY.eia�. 1 '9 ' II ITEM IN THIS MARKET FOR BOISE DISTRIBUTION. JOISTS HAVE ALSO q c w,n7+. I'll-a «D,.w•mPm,a e'¢i DoubleJoislsHere !s I BEEN UPGRADED IN ORDER TO IMPROVE PERFORMANCE. ENCLOSED t I t.�a, .BC F ------ - — '(2 CALC PAGES SHOW TYP PERFORMANCE OF JOISTS PROVIDED_ fscA = _-_ TYP. GARAGE CALC i 1 — LE' 2/11 1'o" II ----------------- °. 1 I� ---- --------- ----- -------IDATE: 12/11/2007 II !-- - ----- ---— s 9 -- — - `^ BY: Peter Van B Second Floor Plan jFILE: i132_DUPUY� DWG' 1 007 3:24 PM 1/4,t — 1 1_Ott SHEET 1/1 _ast Saved Date, 12 11/2 - ---- ---------- — -- - - ---------- ...-- ------ --- :1rint Date: P•• 12/11/2007 3:24 PM a I23—FF --n'i- 13 13<17. —i-3G yL I��III � ir i 5' 1 50, t ! r I r ` I r {. r zr __- ' 10ILL— x r' . _ KArc: .ay.wED a,; w+wrr er / DATE' vENSED' ' Do.wMc..u.,eEn . STORK, E ' z ; I:>G �i DRr1S_ 1r lyt. D`? 10 t _ k =aa" fl C2f;Eza t2--4 tz rz— CcuE�,:vS ' — U V 2vr__ � , Tex rn,.+r, cr-ty DoDoy xxE: �.. _ •rvaov[D er: w•vEn ev � - - D•tE: RvryED Pov:s�S LnrIE z-E7,,It V!Lt-7, :-IA - De•vD..c..uE,eEe Fri Sr 'LooF, TL.��rnf pF I f 24 ----------_ c.r OPeNwv I` WWI „ slew - -——— — —— — —— I ' �— ii I i I I � �• I 1 I 1 I 1 91 - 1 t I F 21 I I 1 I F i I 24 . . %AII: AIAOYlD�I: ORAWHR - DAiF: KMSLO . DfAM1N(;,WAVl� fp VNDRT iO>•1 PL r+nJ {`.,of I t' . ZX 1D I(.•O.I: 2x12 R.O .. RoLLED RIDE VCWT" a�xxla gchUER 1x12 AIP6E i,� Roc-LEJ�R1OGE Vt7,tT . If I 2xlo '��u Nc, .RiLY�E zx12 za.i0 1ZhT-TLms it. -C• f j I s ax�o 7D.sTs is"o'c.� I�hf-7EYS 2-� 0 o•C - S�i�.• VALLEY 0.A>`tR-S Cr II 2x ii ! �y C.'�x 7ayw000 5M)Nr etdri Lox fo CoLLA�K TES ° i q'o.0 i i, � { � i i or TTT 14" r]'Z PLcoc Tvlsrs .2xlo FLo�DR_'SaIS7S -I .SLR 8CS- F4n-rnE Z x4 F:-P.r..E tloa o.C. a Ht' L.1a w rc' 4'L�. S PACIZ s I 2xb �•""� 1L" O.C. S SiL OS zz - I Y2'•.C.�h �L�(. SN E�4TM J�i4. 1vosL�►i ELCVAfnou F—'r I(11 ZxG fott+r--,Ics 31 R J6 ZxI i e /: 11t»�E2s.; 3�zx9 w rz° cox IrAffg t 3�Lx, w yy . u C D> s�XCZS 14 14' T12 LSuu 2x 14"O fI��YV1� 'LXL tb O.C. ixm r.1x R4Fti1t5 n_"oC. Zxw 1L`O.C. C¢"7unG 7v\:--s -ysLlo 1L"O.C. 63 - SEtayDKLW�L - St"E 3CT IF1Q+4i*+t - FICtO.C. ,. ax.e _ �.o 4,4 i+G r�1. wpv� 5 v3 �L 1u•L I 311-19/7 79' 1 G 1 CTS ., �- 11'3 s' T`/-rn ✓rJ T, r 1�1Lr 291 �8rd WAL e: —er: auwn el DA7L: REVOSM T DRAwwo wureor - otaI �Omlmf OIEwwff• I t . t LEGEND: r • . DIRECTIONS: OVERLAYDISTRICT: FW.N b to"Rout*23 ta•arde 00taa0w AP— Ibr Plotectbn Ola6lct ( •1.�, •IW � f r �l Ilaidals - ® Sew r 7ir a bfl onlo I...bvt a®Road At second etoP EMftft VA.P b t o.la toner rak.a aee / �i.. - a' syv tan o riph tk+mDe Rood' � "°�' 1 � bR o.to Po..,e Drake,e..d.ae b at Rw..a to FLOOD ZONE. / � '''� r^::•.e ® Cyr„8acs� ° . !o Ua bR� ZOM 4 B 6 Alp(d-ll) o ut�y P.S. cf� trRaw..n.. A l / I f ��N 0"r M�S c'M'°Q oo�iB lip' r A stake a rack +rii" �/' set I �' �/ s kP Sq wr z ISBz o OWN / Fhd a // `mo/� r , 1` �� Cy o tA.�. m aeaa n.. I/l� �./ / /' / �� PETER GJ ZONE: ® emma rl,g _ � � - o aoe4bbte• ---M- r_tb.o eov �� /i /l //r / // //////// / / - 0 SULLIVAN lb s IAtlnpa.M treaty tAm A m<•r. 87110 SF(liPaa) e — ....- /1 / i I V to loan meJ 1 ° ® Cal. i i l / i�T-/ `�°D> / I CIVIL Sett m / , // / s 2 / / i # ueltwee // // ./ 4/ i /Q f/ / i /i eR 4O N0.29733Q RiWc70 //% / / /j.l '� / ed AP �FG R� �� scwx ...®n:aamam�wm:�xanrsx°® , Ex.aw / / 1 '-�• / / I O /S"TE �(, wb*m�w(aaaemvalnax dmeaambm�weaes - / j/ � /i / /� / � / / /�,�,'( / i m.u.am+roA.mmma�¢a®nm�-ram LOCATION Sgt c�G / PRO(VAL '� laom �myv®btmmro® l`d ASSESSORS'REF. m r _ 1 - / 'Y s�/ // // / / / / / aaioamaaa■aver.�.mobs�wm°.n.,bm akp 167 Paeal ols / / 5 /• / -/ _ / / / / / / I ��-1��•Sab \�' ..bmw°e.mteaeao.a.(amsrtata.atar.x am,m _ .w.w..an mmtn�ab.aemeorrmm.eom« . \ Y _ /��; / / /// ••�/ / / / /f / / / /, / 1, ��\_```` �44— S.AO9mamaemiellmxFMmNbem'9ldra +, m vebvlelmaeb eeN-ID lama.auteFF2�1 • ' i/ / / ///// ///' /•,( / // / I / ' '-� / //' \\°� \ `t�hd a.seater.mme.mmn.abaram®m�smoausma • ' _ / � / rte.�eeimmrx-aoe(.o.e.um � i / / / / / "•: / // ` / / / �—_.—=�...� % FlM' - ].CCeall.w.zwlmmxea:m®am°smmmemuem - , II ww emeerxra. . Wt 2 % i r.nnvmwbe.an�owc..maue.eemb.eeeae� ` / �� /. / / �e 1 / / t \ / rrmrnm..•aworobm®.modebl.o•bbm, \Area TOBVW 77,$75xtSF� n��aaec.]pwamoaew]a �� I 1 / M1/ / / / / / / � / .o / \ •� � ��.�.-�.—_— - ... smr..cmw.n®am.nx�..vwmn.rtmu®>em � / / I 7 I / / /// / / •/ / /../ / / • C / �n'� / . c ��a(m.mm.eeaer�.tee ,. -2 I �o o.mermm,ma�a.� i / -BSS'I f l • � _J — I rE Takeo omera�.oaema x•em.mtnm(;o.. F=�.PO I �'- i :/ / - ! I I I f i 1 1 / � I I I �•• ' �' l\ �\ —�� , r'�; ,°, �� bum ..E DESIGN DATA r r I .. i / \ \�' � \ 1 ,1 / I I / '4 r•• `� ;' i / b �`�,ems I I \ o \ '.\ LEACIENGAREA ;, - - \ \ \ \/\\ \ \ `�..\ \ \ eft /•� ba�B" r ` \\ \ \ \ \ \\ \\ \ \ \ \\ \ \ \ (, Fc �` \\ ••° \ // i w aNsrnmx.ee.e •� . ,r�`ti`g i `� \ \ \ \r/ \\ \ \ \ �'\ \ \ \ \ \ �< '"•\r 1 2r i LRACHNO CHAMBER DESIGN a _ (3tOSS S%CltON OF QLUbBffit \ CAQ le, \By 6011 Card g/1 .. _ \ Q a' 1=Y '` .\ \• \ \ \ \ - Ft`�fr. 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I�S AL\ \ \\ \ \\-` \\ \ \ wl \ \\ \�s�-�— �s µddpp�rT a F*d ®... �`\\\B` \ \\.�atir. `\\ \\ \\\\—/ \\ \\ \\ /�,i-� 1 • _ rs:nwas-i r�nwss r>s:rrx(nas rmrtots.. , 09 to Paele I \ Recouce Annuot YNe EI-2.Y(NGYO) \p�I'I \\ \ ��'� \ — N Bare tr (also Vogged os rher bank) I '.. .. copy •Nbod Rood-(B'•Ida) .-- Sv'- ' • . _ II as 9msr an Plan 3W - t Page 28 Bated Jan 27. 8VN2 /9t0 't s - A Tank A 1 4 O ................................................• Approskmte Edge NOTES PREPARED FOR: ARED Or ILE �- a.5dt �° D Site Plan ,., py,me in/dmatbn ,�, „ae Ca eSury Proposed Improvements p AL Doi►mTan E Dupuy Su Ivan E%*wing,Inc p P P em cornpl7ed tram ava+hda record Information. - PO Box 659 7 Porker Rood „ ,. / 148 Orc+Flard Street O.steruft NA 02£55 /V 2.) the toPagraPkk mrwmatian .as ontokred Mid PS MA 02054 ase�nm era owes At o Ram an on the ground survey perfonned an "°�)'�°-''°°`"°�)'�'°°'° MAOm' 60 Power's Drive or bet•een 06/AUG107 and 18/SEP/07. gym' T) file elevations she—hereon am based on - p 0 la 20. fo so Draft JOD F1ekt MKIDW Barnstable � _ � Mass NGM'29. a fired Kean Sea Letel Datum gyp•: RLH/ON9 DATE .SCALE" ._ B81 used'M 28 PF', Revier. 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' .s a •�': 2 Rear`•; i 6 j s" 5 d. 6-2" Ladder - - - .- - - - - - - - - - -� - - -I j Access � M to Loft Above IL I- - - - - - - - - - - -------- 0 LeYc I I ter+; _r., _ tl r 4 4in � i j I —I 3 Rafters & Trim 8'-4° 1 __'Front: 2 r % First Floor SCALE: 1/4" = 1'-0" r iz �- „LEGEND: DIRECTIONS: OVERLAYDISTR►CT: k- ' f S...r ts•dmt. Flan")a ft-rake ante 25 low*t7wkIeWft AP-Ay.1gr Pwo tke twarct � � .r'`.�, •k t , ENce+c NosklkDM _ rar.1aR aea tA.kkD.rt ti X. Rw#At sk..•.kd taap ^\�(hwlt _�tC pp h"a t Ra• ialn o J g pd.a `Hwy TM': 1 � b U�ia1.R�a urea and LL.b«v..d a FLOW ZONE: 1�� Z.Q B(rFaM Nor 11) i- p ar - H 0 I4[ tQS00i01 Me B �-.+ or•++mr� fj. � J o umr ret. a taarawa.r_ I , \ p�� ✓i SS z ltvga A, st.r.a Tea �� \i Sa q Sh \Jk -`�^ ti _ 13 A ...�� pnlrwa.n.. ��♦ �` - 1!- i,'I / I.. �� P E 4 E R ZONE: i .ate. i /` r `� / / / ! $JLL!V4N .:A l ore �) eP / 'Orksro..sta \\ kssh 87110 g / 1 - . i / nv to Arm A o w caa/kw.ksp _.--_-'$--••--'uwmvaks wsr u. '. `\ i l ;1/ / ! �. v CIVIL �dStW his{° �'' w.r� `-t � •\��. ro S (. / Rm1 sg' t ' , # 6Upht A t i l / ! _ / i F/. // /" bAs N� No.29733 sift Bartwr e A'Pp �FGlSTE��o �� SEFncNOM� ,,,, / c �� 1WHj�1E�bYe.AA�.t�15ea LOCATION MAP." 1P / $ l / ;/ ' / J / / l F G e.n 1iftWsrLSr9!mJIFrIIS) ® a t ter• / 24 SS%ONAL � .am.. o sue.r_amo: 11Dv pm.ei 6.gim Y lbme A WPdt Pv�nmTas • i f / �4 , / i j 7'�.' i 86' �r A.mmlaom...mussrbalr - '// / / / m d/ / / i I d:d:�.: �«lm ASSESSORS'.REF: Zen..�zw / �� evooaunnrrwm.u..eears�.ewm.Dw+k+ wo ui Waco 01! M1 ••"/ Y•/ , �/ 1 / / �..:/ �� p[ / / ../' I -�0'� \.^ �.r.alnmmweetor0+.1D<Nd�e.aa..� `P / �0i J' � � r V ..krD..era rrswnn.m.rovrder o.atr �� / / // �, . / / 1 �/ .I .� / / / / -/ /` / I� �� \> .D.•mssameaTds.e�p dl i / ! i / /•( _' / / eFnd r. v. es ri xm�eos a. wrnooauioe \ �/ / / •C• ;, .- / I\ _ _ _�;`� % F5d tssonlnv-vmuaD.:a�«ae.n�.re�rem/. � ♦ �' / // ;- / W-1 ' `. } ` zADrsrssea.o warsms.sus.veµ..,m _.�/. / / / •E'f /./ / :/ /• , Lo 2 l - vr�srwm.aw.etiu�roa.►l...cm, ♦ _` / / / I' 1 1 / a D,mr.emsr.umomsma�e®r �`` ♦ i� - ti / / 4V /./ /. / /•q /- / ,\ —— _-— I �.aiBe To avry ns>�• ` ♦ ` I �� / / ✓_ / /, /. / / \ 'd \ _ _ / .. 1.lsoosm.m.re.me.rtskslssswo.r.. . i .. ♦ a. ! r/ / / / � / / -.I- _' / ,. re.e.s.emm.emktdemo...+bss®r e - ♦ 1. I ! I / /_/. ( /' vmms r.rayssrRo..m•wemevkwa - - z 1. / �o v.la.rmaDlsss.vn®emr I I7ti -`w1 d 'I ! I- • �•. ..% ��_ lam��DrYewwawea�rek..'.q Na.. ., /' I I J I a \. , r 11. ... .,•,.mkl� a.A.�md I, y .l � \ �\ ] / <. E / s / i ; i �4• DMGNDATA �'. ..; '\ ; ( I- .I „t \ •\ 1 \. t,-\'�\ / I ) I • . ` ~ '-/?/ ../ O - .D•—1C.5-vsao 1 � \ I I _ � � O 'w ,�;. Dau. moro:>m -uavcra,. -• ' _. '--�..+n.' / / \ , . •1 \ \ \:t\ 1 � 1 / .,- umrmsaums cmgr.�sD.e.D.A� \ .\\ . / l \ O. — • /.,. �r .:�:-' LFACHNGAREA. ' ..._, r_'y�-�1\\\\..� ��. Q•.\ - \ \�\ \ \ \ ...\\. '. „� , .... \ .'\ -r..i ssa molax-waDaa�r. `, � � a�..k.,q, d y��// t i \ \ \ \ \\ .'• \ \ \ \ , \ \ \ \. oZ t r tD'. J \ LEACHNG CHMMER DESIGN .:\ . I 1 •. .. \:.\ �\' \ \\ \..\ \. \\' \ • \� \\ �. � � L /_:_ AIPpm YYSJe1aND Vm .. \ \/- \♦` ��.\'o \ \\ ` \ \ \ \ �\ � \. 1�� _` ., u.orvrrim.ltm..�.e � � CSlOSS SECITON OF CEAMBffit - r worm ecAtz \ \ \ \ O. i is \ - rBW Owd 4 ,j a.':. /. \ \ \ \-\ .`\ `\ \, \�\ .- :d — -: Y.� J _ i ./ IQ �i _ xsmaanj =✓ t \ \ \\\ \\\\ �p _ 4 Sm ® oardl %`)%" is s — r k F 4- . wood• / - \\ \ \ \'` `` i/ ♦. ` \ DEVELOPED PROFILE OF PROPOSFDSEP[ICSYS'EH\i Posts AL -•. viz � B'dR"wAs r E J-q?Y.W fed :FqF 1�\ .�\ \\N-d ` \. \\ \ �` .,\, \\ \\\ �Ct = /j ' J,1- TBw E1 7B) Donald Schell `\ \ / T or T -SV� .'lYy�- \\ .y. (�\,y't�T,�y CB/UH - YFRC hST:IIFII Fnd r*\�\.\ •\\,•\�_ �`\. \ �. ,�'-`0 0. : ®.n-e�w�.-:ems - '��\ \ _ ♦ \ \ \ � i \ �-� �- �� rDsrllvls=l rnDrxvua rr�rrolaa a .rarwls-. - \' B� � :Pads `\` '♦\ \\\\ — \ � _ii.—�i - ass 9� s a r , Wood Mitt? '� �� 6 '0 Z. Pa.� \. ; ` Reduced s o_ Annual q k'Is d MGM)bank) µ COPY .(obo M009ed as riMr baklld ,r f ! - .�'. cfr'"` - - jr Sole -W.W Road"lB' (do) . i6� as St.—on Pkn 303 t. .t zs Dal.d.1.n 27 OPI: Add s>rlmant tic Tonle 1 05 .----.. ................... APp..*—t.Edge of sole wan ROMES - PREPARED FOR; - PREPARED Bla n.lr DAME • ..-�_ � . } _ n Site,Plan A. � 4 / . t.) The property rive inlbrmotion shotwl tws . Damian E. Dupuy Su iv$n EOgiOCQ t g,Inc. CapeSury Proposed Improvements 4 Bvwt' cow"d Gam owdoWe record info.wtiorl. 1 - 7 Poker Rood 14, 1 Orchard Street Po Ba.es9 OstervNe MA O2M At ` 2.) Mhe twogrcphk infcrrrw on was obtabcd II UN MA 02054 aster Mn Q2B51 0 Gam an on erle ground st;C wr Performed on + �.. n's�' f'°°'• •f"°)"�'°&.� 60 Power's.Di l ve ,`• fr behaen a/Aue%n7 and I6/s /d� jt vs..[eeteank aqm-.q.�.res..t 1) the eleaotiars shokw ww based tBf ANV Barnstable � t . Mass 2% o fixed Neon Sea.Late[Datum 20 + 0 tq 20 "� Retdl-r. PS tromp_:. RLH/DAU DAME SCALE Bit used 7t 2B PF" - OCfO 29. 2007 ��—'1Q' . . Project tt 27024 Drawing! CN,M_ 1 LEGEND: o Drain Manhole DIRECTIONS: OVERLAY DISTRICT: QS Sewer Manhole From Hyannis - Take Route 28 towards Centerville; AP - Aquifer Protection District `l< r a QE Electric Manhole ' Take a left onto Lumbert Mill Road, At second stop r c o) Hydrant Holly Tree I sign take a right onto Bumps River Road; Take a 8 • ; � 5 "4'*• I left onto Powers Drive, and site is at the end to FLOOD ZONE: ® Catch Basin I to the left, #60. -0 GuyI I Zone C, B & A 10(el.=11) Community Panel No.Deciduous Tree ! - o „ � Utility Pole � � Stake & Tack 1 S&T 1 j \ / #250001 0016 D / "' 0 July 2. 1992 a. .. p CB/DH Fnd Q Iron Pipe Coniferous Tree \ // ' f \ �` � , � ZONE: � Wetland Flag \ 1 \ f ✓ µ w :.r © Water Gate (round) -OHW- Overhead Wires \ / �` RD-1 + ; ru - 25 Elevation Contour A / o f Area (min.) 87,120 SF (RPOD) J / O Gas Gate (round) ,l /,, j � / © Gas Gate S Underground Utility Line \ I 1� r, / f Sin / . 1 / t f f� Setbacks:(min) 20' Width (min) 125' �, •n•s" Light Post p �h g 2p, Front 30' r? Fn� I t / 1/0h17 N/F Side 10' y+ y Rear 10' Ex. Well '17acio/e beet SEPTIC NOTES 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours LOCATION MAP. Prior to Any Excavation For This Project the Contractor Shall Make / -1 2 the Required Notification to Dig Safe(1-888-344-7233). \y0 // •,� •/ lL� / // / / f ``1 ICJ ��, 2.The Contractor is Required to Secure Appropriate Permits From Town 0l / �� // hiJ� O� f / l f r J m J f r / ° f Agencies For Construction DeSned by This Plan. Scale: 1"=2000'f O l / ( / / / / 3.The Water Line Shall be Constructed n Coordination With t one C �\V // • /// / p t f t \ COMM Water,and Shall be in Accordance With 248 CMR 1.00-7.00 ASSESSORS REF: B / / /r f f J f f j/ f &310 CMR 15.00.The Water Line Shall be Sleeved Where p / / j / 1 p• Ma 167 Parcel 018 / f / O� / S/de 4.Install Risers to Finished Gradz(Min.3 Requited)for all Structures within.Pavement. Install Risers to within 6"of Finished Grade for /� '�•� � / / / . all other Structures(Hirt.2 Required). A // / / // f / / l / - 4[ 5.All Structures Buried Three Feet or More or Subject to Vehicular Traffic to be H-20 Loading.It is the Engmeet's CB DH Recommendation that H-20 Always be Used / / / ( ` / 6.Septic System to be Installed in Accordance With 310 CMR 15.00& \ O Oty / C� J / /1 J / l ` --- - �' Fnd 248 CMR 1.00-7.00 Latest Revision and the Town of Barnstable \ / 1 7 Board of Health Regulations. TH, ' ° \ / ^-- ,/ 7.All Piping to be Sch.40 PVC,and Shall be Marked with Magnetic Lot 2 Marking Tape or a Comparable Means in.Order to Locate them ,` `.��Area To BVW 77 375± SF / Once Buried. / _ / 8. Septic Tank Shall be a 2,000 Gallon,with 2 Compartments. The First Compartment Shall Have a Volume of Not Less Than 1,100 Gallons and the Second of Not Less than 550 Gallons. \ / E / ( 1Q The Compartments Shall be Interconnected by a Minimum 4"0 / f \ , O--' -2 / Vented Inverted U-Shaped Pipe with a Gas Baffle on the Outlet. ( / *,Q 9.Inlet Tees Shall Extend a Minimum of 10" / - 8.�5 - p Below the Flow Line. I / = 0• 0 f I j J \ -3 "- - / Q O 10.An Outlet Tee Shall Extend 14"Below the Flow Line, L f 1 / Ij/ and Shall be ui ed With a Gas Baffle. j I \ f f t � 1 Fog / / Z\0 11.Existing Septic Systems to be Removed,or Abandoned //' O \ /i� TH / \ S� by Pumping,Crushing,and Filling. 0 1:S t � •�° / ! 941, DESIGN DATA o R=30.00 � • �� \ \ \ m 1/ _ 4 Single Family-5 Bedrooms /' \ \ ' \ CC 3 / With NOGarbage Grinder Finisb Grade •••�•••••,••• ••• \ \ I A O r Daily Flow=110 x 5=550 GPD � Q "-"' Septic Tank:550 GPD x 200%=1100 Gallons 3•Mu. �.��,•.�I -- '1 0., \ \ a• 1 Q '^ Use 2000 Gallon 2 Compartment Septic Tank Compacted Fill Filter ��- / \ `" •••••••• �\ 1 \ `r / V J µ (For Possible Future Accessory Structure) Fabric i0� • `" ✓"` '" / lr^' AND/OR / / / \ \ Q / // •••••� / \ O 2" us"-1/2" / _-_-__/ _./ \ \ _ ,y• `\ ` �y p iOo p r' - LEACHING AREA Pea Stone / \ \ \ •••\ y �� ,s�, // 3/4"-1I1r / / \ \ \ ••••• / l \ Q / 550 GPD/0:74=743 SF Required 3 LEACHING Double wasted Z / \ / \ h• \ l \ ` 12'+46)2'=232 SF CHAMBER stone Sidewall=2 r ?onP q/ I \\ \ •,f 1, \ ` \ \ F� Sc�A'QQA \� O f 874ttoSFmTotal�Providad =552 SF H-20 4�e/ \ \ •• C & TjC, OS� O / l IP nd ,�' \ \ ., \\ \ / i• .• �. \ °� \ c`,o�e� �" br �o /'S' �, / LEACHING CHAMBER DESIGN 14 lo" All Pipes to be Schedule 40.Use \\ \�✓ \\ "'\ � / �; � �\ � � \\ � ` �"'� � � 5-500 Gal.Leaching Chambers u1 a \, \" \ "O'S'o \ / o 12'x 4e Wa. CROSS SECTION OF CHAMBER ••\ shed Stone Fields as Shown ••• 4 NOT TO SCALE • • � \. �, � TooVan PO / f `'� \ \ �� ••• \".. '• Final� ,•. \ :(Z� \ • J / tation to be Detennined si Time f Installssomtobe (opprax) - as Inconsopicuous as Possible Is$ H Cad / A 4 EE S . IC>NOTE 11 A Q/ \v/ \\ \\ \� • ^,. ,f� �% A / F.F.EL.35.70 `� Q� TQ V" + Q/ 'S" /' / ( / F.G.EL.35.00 see Note 4(typ.) �, �/ � I •�. I / \ � \\ \\ \ � � \ _ ••1•� � � � `''V�iO • / ,.''••./ / -�J i F.G.EL.34.80 \ 1\ \ �. ; \ , •• r- _ 'LlQ ` / ' / SEE NOTE 7(TYP.) j0 ff "- Septic S\/ \ \\ ` \ \ \ �` ate, •• lis To F l.� \� e + /� System. Opp o�` rox) f o By. 6H Card / j x 0) EL.ism 2000Gallon e` _V "-T4 ,. "" -y. ...,I `"\/ \\\ \\ \ `� \ \ `, \ V• Q `� \ �� / ...•'• ,/' ,/` / ..^� \ 2 Compartment EL.31.85 D-Box Top EL.32.40 Septic Tank / \ \ \ \ \ Cf- v ' H-20 H-20 - •a _ -" ~ BVW1n}� --'^`.".•-. N \\ ` 6, f r l C SEENOTE8 Flow uiliaas Leaching ' .." J'r.,�"'•--"-.�. ,,,,,.-^ -...., !,/` fQ AS Required EL.31.40 Chamber \ \ \ t4 O \ r r /•Jam©t' J H-20 oOs \ `'� `,,'. \ "`' 1 J`• ...,b / • / ✓ ,,, But.EL.29.40 B V IN \�\ \~ �4� ``\\ \ \` \ + + ` o ,` ~" `o�� / la <,. c Beading,"T"s,&Baffels If Epcombmd Rempve&Replace • b ^,, \ � '"., a, \ \ \ •''} + \ `' i `\ emu' """'" ---^^ "`"" ,✓"' ✓ " C min. as Per Title 5 All Unsuitable Soils Within S of l / ' \ \ \13 8 \ \ ��i \\ \\ `S \ \ 2 Q �' ' - \ `~ -'' / / • �°' 10•Min-slab (See Notes 8&9) `� WOOL ° o / _ `'` \ \~ \ `' ! \ l/ • Mm.-Four Don The Outs Paimder oTThe em Posts /' `� \ \`\ \ \\� \ �`. �Q� \ \ ti•••. �Q iO�Q ~ '' 'l DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM �/� Q,.O' �``" ..... ^" ��f,,. / ,✓' l �t� EL.23 •. `\` '`, `\``. `. \ '\\ '\ �, \-F F S `•� �,. ✓ /' •./� �' NOT TO LE Per T.O.B.Gt SCALE }.�� \\ •• ,/,, LI '--+-, // Approx.Groadwater `... 6' 7 \. `. ```.. \ ' \ \ ~+ + + + + •• (' T�'I' Q �•, f� .r' .'r 1/ y •Engineerto Verify S of ill- � !f _ r / l,/ / .... 0 Suitable of el at Time Installation. �., Oro \\ ® \ \\ + Bordering Vegetated Wetland + \ + + Ci As Flagged By ENSR Fo \ + + + 1 F - " 90 ` + + \� ,: \ \, \S r ✓ f J..- % 7BM E1.=22.8'(NGVD '29) & Donald Scholl \ a� VW �\ �+ + + _ _,. .• z. - '' r/ - ' ' �4 Top of CB/DH so/ �~"* � � �' ��• \ � -___. �.s '/�� ,..--- � ,�'"" � ' CB DH •• PERC TEST: 11,932 \, r. • `e' •,.\�2s----�' ---'.� .--- � m "\ \\ \ �, \ ` Pit \ � ` \ ( Fnd PERFORMED BY:JOHN ODEA,Err-SUIZIVANFNGI Et ING S \ `' WITNESSED BY:DONNA MiORANDI,R.S.-TOWNOF BARNSTABLE '.�\ SEYIABLIR 26,2007 �. S Qa t y ;,� �� - TEST HOLE-1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 ♦ ""\ \ \ �'�Cl+ w -'"�~ -` EL.41 z EL 412 E1.40.2 EL.40.0 ORGANICS ORGANICS ORGANICS ORGANICS 4/�//••�� - _ \ '+\\ it\\ .,,„•.- w____ ```. .,,_/ V` r,.r ." - - . . 2" 41.0 2" 41.0 2" 40.0 4" 39.7 _ \`r `\.. � '•� � '` \ \\ `,,\ � .,,h `.� "•.\X" """N AE LAYER t0YR 412 10 4R AE JAYI?R t0YR 42 AE LAVER IOYR 4l2 DARK GRAYISH BROWN DARKLOAMY SAND DARK GRAYISH BROWN DARK GRAYISH BROWN �'I- \ jf• \ .�'�I 8" LOAMY SAND 405 6" 40.7 9" LOAMY SANDLOAMY SAND 1yh�,y, \ \, ,, `` •� O~r V V \" B LAYER 10YR 5/6 B LA I OYR 5/6 B LAYER IOYR 5/6 395 B LAYER IOYR 5/6 393 •�t "..•a\ l �". \ \\ \ \ \ ''"., ` //�y - �� YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN YELLOWISH BROWN . 1 �^1 O^"'.'.- 17" LOAMY SATED 39.8 13" IAAMY SAT1D 40.1 20" LOAMY SAND 385 14" LOAMY SAND 39.8 B/CLAYER I0YR6/8 B/C LAYER IOYR 6B Cl LAYER 2.5Y N6 B/CLAYER I OYRY6/8 BROWNISH YELLOW BROWNISH YELIAP7V OLIVE YELLOW BROWNISH YELLOW 36" MED.SAND 382 30" NEED.SAND 38.7 MED.SAND VW \\ \ / •�� 36.9 27" O MED. OW 37.8 Woad C LAYER 2.SY N6 CLOVER 25Y N6 C2IAYER IOVR 69 C LAYER 25Y 6(6 OLIVE YELLOW OLIVE YELLOW PALE BROWN \� MED.SATED 120" MED.$AT1D '^F 312 120" MED.SAND 302 MED.SAND \\ )! {5" ERC TEST A NO GROUNDWATER ENCamnERED Pasts \ _ 38 33" PERC TEST 37. \\ \ - s n 25 GALLONS IN 8S MIN \ !! / \ • 25 GALLONS IN 6 MIN. �, i f)�rwe,, \ NO GROUNDWATER ENCOUNTERED / \ 120"' <2 M.1N. 312 "°°"""'"""„ °`"`7 120" <2 MINAN. 30.0 I NO GROUNDWATER ENCOUNTERED o Annual MHW EI=2.3' (NGVD) t Or g��r5 SLR I �` P (also flagged as river bank) G h r QO av9 i,zg' 3 f "Wood Road" (8' wide) } as Shown on Plan 383 � Page 26 Dated Jan 27, Add P RC `and DECK (2) DATE: 06112108 .- �BVW2 1983 REVISION Add 2 Comportment Septic Tank DATE: 1210510 Approximate Edge NOTES: PREPARED FOR: PREPARED BY. TITLE: Siteof Salt Marsh Plan AIl 1.) The property line information shown was Damian E. DU u Sullivan Engineering, Inc. CapeSury Proposed Improvvements BVWI : compiled from available record information. p y l PO Box 659 7 Parker ;Road 148 Orchard Street lit 2.) The topographic information was obtained Osterville, MA 02655 OsterviNe MA 02655 At o Millis, MA 02054 508 428-3344 508 428-3115 fax (508) 420-3994 (508) 420-3995 fax ' from an on the round survey performed on ( ) ( ) g 1 p 60 Power's Drivfx3 or between 06/AUG/07 and 18/SEP/07. PSWIPEOaol.cofn copesurv@capec,)d.net 3.) The elevations shown hereon are based on Draft: JOD Field: WH KID WB Bamstable (Centerville) Mass NGVD 29, a fixed Mean Sea Level Datum 20 0 10 20 40 80 BM used "M 28 PF". IN Review: PS Comp.: RLH/DWB DATE: SCALE: Project #: 27024 Drawing # C443_g1 October 29, 2007 1 =20 - ----- LEGEND: DIRECTIONS: OVERLAY DISTRICT: ® Drain Manhole From Hyannis - Take Route 28 towards Centerville, AP Aquifer Protection District QS Sewer Manhole / Take a left onto Lumbert Mill Road; At second stop Electric Manhole 1 sign take a right onto Bumps River Road; Take a Harry Tree FLOOD ZONE: •�• Hydrant 1 left onto Powers Drive, and site is at the end to ® Catch Basin 1 #6 Zone C, B &� A10(el.=11) -(� Guy 1 - to the left, 0. Community Panel No. -O- Utility Pole Deciduous Tree I 3 1250001 0016 D Stake & Tack S&T l O� I July Z 1992 r ; p CB/DH \ . / Fnd , l �L / ' cn p Q Iron Pipe Coniferous Tree \\ / / / \ / / 1' ZONE: D Wetland Flag I,,/ ( / / ! / r • ; —OHw— Overhead Wires \ ` / / 1 ! ® Water Gate (round) \ / / / RD-1 ^' Area (min. 87,120 SF (RPOD) / FrontotminM) i'1Y0 a© Gas Gate (round) — 25 Elevation Contour / / Width g•••••• t/nderground Utility Line / / /© Gas Gate o- Sign i / / .. O/ , 1, Setbacs: / / / 2 / / �. Front 30 Light Post / / / / ✓ohn /F Side 10� 1 Rear 10 / '' a, abe SEPTIC NOTES /o/ th Ex. Well % // 1 / / / / "a ek 1.LocationofUWitiesShownonTLisPlmAseAppoa.AtLeast72Hoa�s Prior to Any Bxcavation For This Project fic Contrector Shall Mahe• • !/ �� !' � l � /� / / � / / � / �1,1` ! / / .� LOCATION MAP: !• ,�,� • / / / // / / / .: - / / J`— 2� die Required Notification to Dig Safe cl-88&344-7233� Scale: 1~=2o00'.+ / / O / Q 8 2.The Contractor is Required to Se�cmeAppaopriate Permits From Totem ' Agencies For Coustm�DefiaedbyThis Plan. Zone \' / L ! O �;' ,/ e ° ` !'/ / / / / o / / / / / _ I 3.The water Line Shari be Construcoed m Coadinsfi n with ASSESSORS' EF: ,., COMM water,and Shaer be is Aeoadenoewrdt 248 CMR 1.00-7.00 • Zone B / / �' '�� '� / O / 1 &310 CMR 15.00.The water Line Shari be Sleeved Where Required. Map 167 Parcel 018 oc !! / co / / •/ 1 / o� / / / / I 10' side 4.install Risers to F;ddW c (Mae.3 Req�a)far an st eer IYory within Pavement Install Risers to vii�in 6•ofFia ttadauahe Otade fvr �M,q ,•� /� / / '/ / / / / / / / / / `~ 1 y ` ` all other SteasBra(Min 3 Redo d) 5.All Strocte>rea Buried Throe Subject to Vd ictdw Traffic to be H-20 Loading,Rite the s • / / J �.' �� •��Q �! CD/ / / / / / _..-• I / / \ 1 CB/DH 6.Re�cocmSmetem to belnsWledAm�Aooanlmeaw�310Q�IIt1SA0& . \\ �� ! /! / / • / / ( / / / \ _ _ _ / Fnd 248 CM i 1.00-7.00 r atest Revision anddieT�ofsamsa+ble \ ti / / / / / / / / / / ( \ \ � Board of Health Regulations. TH-1 Lot 2 / 7.All Piping to be Sch.40 PVC,and Slid beMarlmdw1&Magnetic / , / / \ / Marking Tape or a comparable Mesas in Order io Locate diem \\ / / / r \ ! ( \Area To BVW 77 375± SF / onxBtuiea • 8. Septic rank shall be a 2,000 Galion,widr2Campatments. The First Compartment Shall Have Volume ofNot Len Then �0 �6'• / 1Th1e�Ct Shall Gallons and the dofNbyalNmrmmn4"0 / Vented Inverted U-Shaped Pipe with a Gas Baffle an the Ouch. —2 o F 9.hilet Tees Shall Extend a Kudmam of 10" / --- I Q oo Below the Flow Line. ■ 1 / / �� \ -3 i ��io.p0 . ! ' / / 0 10.An OutletTee Shall pe Bxtand 14 BebwtheFlowLine;1 � � �, \ � / \Q'Z and shall be Egaipedwi9eaGaa BatHe, Y •°9.� a o 11.Existing septic Systems to be Removed,or Abandoned by Pumping,Crashiogsoffffing. 40 M L=30.65' % ' � � I I + � 1 � � l r' o � I � � , ��\ � / —� �a4i Q R=30.00 / ` N , '' DESIGN DATA ° j I I <� 7 Single Family-5 Bedrooms w / \ \ i I { \ \ l •ss�sssss'ss A�Oq / with NO GarbageGrineler d '•.•...�••.��.��.� , \ ; l / O -•„� Nitta•. Dariy Flow a l io x s s s50 GPI) / \ X '• $Goe \ , ` S+ O / ' Septic Took.$50 GPD x200%a 1100 Gallons 3•r u� mom I I / •••s ss O O \ , \ q, SF O ` '` Use2000Gallon2CompaitmentSeptieTank � 0 � °� s o . erj (For Possible Futuro Accessory structure) AND/OIL \ \ \ ! I / Palm \o ` / '''••• \ ` A / - LEACHING AREA a• r � J \\ �\. ` \ �•b\ \ ; \ \ \ \ [�1sF0 /' 550 GPD/0.74 a 743 SF Required s LEAc1m�o �e wwbe Bottom Area=(12'x46)=552 SF + H-20 ?o won \ s, \ \ \ \ A \ �' Sidewati-2(12'+46�'d'=232 SF r CHAMBER s 49 Oe t \ \ \ \ \ X •••� \ \ c �, Tc, os\ o 1P 87a'sF Total Provided / �a•t,�\ \ \ \\ \ \ \ \ �sO� �qN� 3j y3• ?�•, j d LEACHING CHAMBER DESIGN 4-ter wu Pipes to be sehoaate40.Use / C 5-500 Gal.Leaching Chambas his V \ \ \ \ \ \ `\ a 4, lz'x 46�washed stone Fiedaa as Shown. _CROSS SECTION OF CHAMBER v° / \ \\ '� \, \ \ �� \ \ \ _ ••s�\ ___\ � \ \.. \ \ \ ; �Op \ °" �(v /p /• N(Yii'TO SCALE NQ y \ \ \,� \ \ \ \ \, ' \ / veM-rod Lambdar°benee•aa�a \ a tlTimeerimbs ortote < \\ \ \ \ \ \ •• \ \ : . , eemcoa�pieooa.rNb.a6te `� \ / -\ \ �`// \ \\ \ \ ��'''• tic\$ystem '(appr `� • / i r cb ry� �o�/ \ / \ \ \ \ \ •• \�By 8`QH Card A,I, / x of SEPTIC�iOfiE 1 J� F �i;�, O Op0 rr+st u�o se.rra.atts,l \ \ I 1 !' \ \ \ \ \ \ �F O��Off!/SFp P.O.m o 70 BE NOTE 7 MP.) \ \ ,�\ �ODe i =-I/ ' \ \� \ \ \ \ \ \ `\ \ \ e��, •� .o \ lisy�0 TOe�10r�0� *Septic Systerzi%'(ppr l // \ S'�o\ \ \ \ � \ \ \ \•, �o 'I'oa \ p��o/i,� .By.•�H Cord --. I \ \ \ 0 O \ O 9 (SEEZEPTIC N Tt 1 f .�,c� `' �� 1. zx�J' 2Can 2 Top In.3240 20 -Orr �., '`^$ ►" - BVW `".,,..' "'�' / co \ \ \ \ cab,_ ` / •✓ / t SEE NOTE 9 Leachiag '.`"`� -. y�Ti� \\ no \\ \ \ \ \ \ �o/y� '�iif o /I 33-_ ,, / / •3Qy/ 'r �� B'20 •.�` ` . Y-. .. - ``� \ o \\ \ \ \ •.tom , � ! t 1 /. '' , _ _ as Per Tide 5 \ ow m Hedeling.•T•a,&BaB'eis + --_ / ✓ Qr� tin (See Notes 8&9) .9uwuwe s�t�a� a sr� _ Wood �-.\ ` \\ \ \ \ \\ Q.�<c, \ •. ` .�/ / / ,�'•/ `� aaa Posts \ \\ \ \�\\ \ \ \ QR 't / 0\01�6,�o ` `� '� .. '� / ,� --�%'fig DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM ,\ \\ \ \\ \ \ \ \\ , � + ••• -\ F. /'�' /'� /f NOT TO�,B Fa T.O3.Q°md.dermw \ �7 +\ + + •; ST,4 , \ - / / / I y •saaiaeereovenryser \ \ \ \ \ PIS \ \ \ + \ + Bordering Vegetated Wetland Al ,M,-,i / As Flagged By ENSR Fo. \•\ \ \\ \ \ +\+ + \ \ \ c\ lF• \ - ,l-� 9�0 \ + + \ \ \`s / '� / .--''� % TBM El.=22.8'(NGVD ''29) Donald Scholl 0 1 \ �'►a \ / - !,. 'vs \ VW \\ \\ �d- + \ ` \ :\ \ \ _ / �. \ •Top of CB/OH oil ' \ .\ _�\ �,�\, f_; �'-'r-- CB/DH Pic�sT:��,932 �_(1 O,�h ••\ \ \ \ \ \�., • \ \\ \ Pit-,, \ "N. Fnd rr�sca�eT romraotsasrr-swry VV \ \ / ✓' amasseoernoNrrasaau►mLns-towrrasanwsrAa$ \ \ \ atA, \ \ A \ \ r \ 1"\\ �- .�C '� ' TEST HOLE-1 TEST HOLE-2 TEST HOLE-3 TEST HOLE-4 mod �66 '� \ \. '�. .-� -- — OROANtcs ORGANICS ORGAN= ORGANICS `� \ \ \ �• uARtci sArmm°D`"' uARx LOAMYs eaowN 7 nAsr MYr�r� nnRx� � " \ \ \ \�• \ -' .-n BLAYMIOYRSJK L► t BL►YERWR55 '•, t �V�4 \ \ \\ \ \ \. \ �.'r. : ,raWW1snt eoae►+ YUJA rrsx.a�o M > , ,rar,owsn wNr \ \ \ \ . BACL\YHt roTRarsLOANYSAND t arcL►YISUN veer BROWNrsnvar W BRowNrsxvFnow or.IVHYELIJO' BROWNISITY UDW SAND Wood ° \ \�VW �0 \ \ \ 03 aadYBYELLOW Oraysvaraw rAtBBRowN ouWYewaw Posts \ \ \ \ - 35• 3 33• 37 \ r \ \ \ IMSANo s� I bm.sANo \'. : ' \ . • 2SGALLOMIi614K �(H OF asGA<2MKtas�tle 0 l ` t ��P4SS <2NvuHr 130.0 t \ \ f Nwaaomroww��xl� �� 9 t N�oaewMWATME40astraaa TER Annual MHW E1=2.3' (NGVD) \ � ' l \ �' / N/' Bvfrs o� SULLIVAN m (also flagged as river bank) �' Gov9rar too CIVIL 9733 ,r rfiG/STE�� tVh I� Wood Road (8 wide) as Shown on Plan 383 , BVW2 Page 26 Dated Jan 27, 1983 REVISION: Add 2 Compartment Septic Ta k DATE: 12 05 0 Approximate Edge NOTES: PREPARED FOR: PREPARED BY. TITLE: Site of Salt Marsh :/ Plan i ` ' 1.) The property line information shown was Damian E• Dupuy Sullivan Engineering, Inc. CapeSury Proposed Improvements BVW1 : compiled from available record information. 7 Parker Road AL AL148 PO Box 659 OrchardOsterville, MA 02655 Osterville MA 02655 At o 2.) The topographic information was obtained Millis, MA 02054 from an on the ground survey performed on (508)428-3344 (508)428-3115 fax (508) 420-3994 (508) 420-3995 fox 60 Power's Drive or between 061AUG107 and 18/SEP/07. PsunPE�iioGcom capesurv®capecod.net u 3.) The elevations shown hereon are based on Draft: JOD Field. WHK DWB Bamstable (Cen terville) MASS , NGVD 29, a fixed Mean Sea Level Datum 20 0 10 20 40 So .o BM used "M 28 PF': Review: PS Comp.• RLH/DWB DATE: SCALE: » a Project #: 27024 Drawing # C443_gl October 29, 2007 1 =20 ---------- mul,tiple Member Beams VB Side Loaded Connection DESIGN CRITERIA REVISIONS: BY: 1 3/4"Versa-Lam FOK KR:V1MEW:UwWv Nail Pattern Striffeners are required on both sides 12"o.c. f16d common nails. of the w eb when Point Load from above VE RIFY ALL CHECKED ITEMS BELOW PRIOR TO ORDERING DEFLECTION LIMITS FIRST FLOOR LOADS SECOND FLOOR LOADS ....... See chart M niform Load Hangers w Rh side nailing. (lbs.per In.ft.) Any hanger w Ith sides not Please call with any questions or concerns LIVE LOAD U480 LIVE LOAD 40 PSF LIVE LOAD 40 PSF Numbero ------ containing the top flange TOTALLOAD U240 DEAD LOAD 10 PSF DEAD LOAD 10 PSF 2 rows 3 rows 0 the joist. (800)832-8089 Me-mbers- -- �feb stiffener nailed ALL ROOF LOADS TO 2"min. 2 520 780 with 3-3"(10d) nolls,for 9 1/2"and Install w eb stiffeners tight specification DESIGN ASSUMES 4% LOAD SHARING AND 3 a 390 585 11 7/8"Joists,and against top flange and with 0 Joist depth changed 110 Beam sizes changed from MEN 5-3"�10d)nails a 118"gap b0w son bottom D Joist direction changed 0 Note steel or flitch beams by other required EXTERIOR OR BEARING WALLS SHEATHING IS GLUED AND NAILED 16"joists, for 14 and flange. )t Joist series changed U Flush beams deeper than floor joist Web Stiffener 0 Joist spacing changed 0 Verify post and or column locations FRAMING AS NOTED 0 Beams added for structural reasons 0 Posts added(see notes on plan) M. i Mart ..xii "1r1=::=M a Nail pattern for 3-piece member must occur on both sides. xii 9! BC Rim 8oard 0 Mid span bridging recommended 0 Verify joist and beam lengths Nail values maybe increased by 15%for snow-load 0 Critical dimensions have been scaled 0 Verify design criteria I roofs and by 25%for non-snow roofs where building code allows. 0 Note high deflection 0 Verify framing at fkeplace /,�dd Extra Joist Less X See notes for ceiling and roof loads 0 Verify framing at stairwell Than'T' From Wall Above Multiple Member Connection Nail A2 N.T.S. 9 0 Additional information required to complete joist layout. BC I joist 0 Shop drawing is an estimate only,not for construction. 3/4" Plvwood/OSB-- Toe nail rim board to plate w Ith 2%"(8d)nails at 0 BASED ON TRUSS ROOF SYSTEM or rimboard closure blocking 6!'o.c.or w Ith 31/2"(11 6d)nails at 12"o.c. 2nd A2 11 2nd A U) 9 F required for 14" BCI 90s..2.0 SP 14" BCI 60s-2.0 SP pr LU C) 12" OC8 16" C cantilever UJ U- Signature Date L4 am LLI UJ se- LL Web stiffener required UJ UJ each side with 18" and 0 < > ui Company Z UJ X deeper joists.------,,,., CO < ,FLOORSYSTEM UPGRADED TO BC190 0 Teinforcement oo I'E OF LONG SPAN WITH OFFSET F- BECAU%c,, CEILINYJOISTS SUPPORTED BY FLOOR. 2- I-2%"(8d)nail for PERFOFZMANCE IS NOW AT .56" TI N �_Backer each joist flange 3 9 block Plywood..Reinforced Cantilever Bo�ard VERIFY MATERIAL LENGTHSFOR IHESE .T.S. F21 N.T.S. .3- JOISTS. COULD BE OVER 22'BUT NGTH WAS BASED ON SCXLED PLAN. Z 0,12 Do not cut,notch or drill flanges and a 0 < do not cut flanges and web, (QZZCQ 2nd FLOOR Zo UJI < < W W Framing Schedule - Nominalized _J Ll-M LL �oz 0 0 Qty It 201�-to wwo Tag Description Length W I 0 24'0" _J>Z Z 34 14"BCI@ 60s-2.0 SP W - ]J]111-[-1 M.T1 -�<Wfi �E� ET 48. zU =ZW U, p 11 14"BCI8 60s-2.0 SP 22'0" - - - - - - - - - - - .......... > LZ 2 -- - - - - - - - - - - - - ri- " - - - % -3 % DoQiRo 0<0 W 3 21 14"BC10 90s-ZO SP 26'0" 0_5 Z W 0 Cn . ..... ........................... 7 <I.-LL>.LL 3� 07- 4 2 1-3/4"x 9-1/2"VERSA-LAMO 2.0 3100 SIP 14'0" Cn 0 Q Z<(0 Lu QMWQ �OZDOIZX W X<Fn TYP. -CALC FOR 5 4 1-3/4"x 11-7/8"VERSA-LAM@ 2.0 3100 SP 10'0 Z 0 < 0 M-WJ 5 0 Ll�0 W LL --Jowou-w uJ a W UZ 6 2 1-3/4"x 14"VERSA-LAM@ 2.0 3100 SP 8'0" 25' SPAN HERE >.00<0�xwq. MZLUES t ; k U)W 0a, Z �We 0<2 < 7 3 1-3/4"x 16"VERSA-LAMO 2.0 3100 SP 16'0" 1 RAMING BY OTHER HERE. VERIFY DIFFERENT CEILING HEIGHTS. ogwoi,-11151�200 C DO NOT 3@9R5aKW=)000WZ L 0 2 a DN01 8 BLK 14"BCIV 90s-2�O SP 20'0" < U- N.T.S. WWOMR000P Single 14"SCM 90s-2.0 SP Jolst2niMD4 of ly LLI F-<Lu Z TM 9 rTL7�1'x 14!'BC RIM BOARD 192'0" US '12'OCS I B"titivq I Gk*d&frilt'W oonswcdon - < a)0 SCCALCOOSDoolgigRopott I apm I No cantilovers I(WI 2 slopet Twiday,D"ember 11,2007 14.31 2000 lb/ft.vedical load CaPadtY. Wild 91 Add ZED It": Sped r PemVeirililtsern (D<W BCljoiSt city,sailto,zip-, Designer, PttotVanSwon K U)r Z< blocking ctlotory0f: 80'1 E�LO LVMSE R Iny. Bdo* Code r+,>Oft* Z Lu Lu 0;1: 0 LL D W W(1)- 0 4()W 1: 250mo ww P: -W-i of W 0 T I <Cn 0.-1< < E.Z!Z<1.- 0 < 0 0 Lu PUM" Lu 1-- Z a W 0 0 6H LL W7 It's U.553101, 0<< (L -J OL 351 the OL 151 Ift LL 2 F-< a W 2 LU ZX2 1: F-< Z Z F- < Z 0 LL Lu TOM"011:01,114111 P"dictEergIn.25m-es 0 Co CO 5 0 W -i Z Note: 18"and 20"depth We Dead Snew Wittill Floof Uft (L(3-<3 Load Summary OZ99< joists require web stiffeners D, W LOW 7voo 1411,11. fton End 11011% 99% 115% 11110% 125% ocs ri LL> Z < VIII.AMR TS it 0040-00 25-01 9 40 1 1 F 0 < Q P4 L* 4 0 at bearings points. Z W D F5 3 Com.uf% F%ht 22-00-00 22-00-06 365 257 Ir �eaaaa of 0 5wowawaz�-i L-1 Lead Disclosure CIL —1(2) Controls Suimma yjlw %A1I4W#R 2wift cast Son Local 0*2101111110"We 4oW=14r9VtM* 0 0 guaou BCI Blocking @ Bearing R 1 11 3 y � Poo.lAofinent t 4942 ft4b* 42.15Y, 100% 1 1 -Inteinsid 1134, nl*dbygya*WIO Ad YOA Z: Z0Z W End Realetion 1179 Itut 77.We 100% 1 1 -L*ft ft%Xd itwil4not Of vAab7qftr Z F-W(LDU-Lu F01 N.T.S. IDouble Joists Here—A ToW Load DO. IJ5924t(1111,61111l') 4SAW. I I parwar aliphaitin. holle based LIVO L0%d IDOL i Vill (OA27-) 69.0y' I 2nd Al preponloovdans"Afnittiods. Meet D0111. 0.50$* .58.6% "Woon or votsitntritil wood 14" BCI 60S-2.0 SP; Span I Depth 21.2 Well. 0 proolic"Motittoln sowfusnot VAth on OU40 — oirfentimmisi, Single I�V'8CM 60s-2.0 SP JolstftWl 12'f OCS %AWW Allow Wall 00d"T b"vallid Ito Tuesday.Dooemt*t 11,2007 14-V Bearina Supports DwilLtitwi vsky, $Newt PMMW wwax 0:L'.W"I".=' C a I SOCALCO0,5 Detlin Roped-US , M I N0,01tiffillevers I&12 slopot I" W.1111 91 12,OCS I Repetloo I ONO&imlivill toelswvtdon cl)--L2 BO WOVIolms r x 3-11W 1197 ft Will; rVoi Unip"(44 W 81 WItIll'Platel 4-V2*x 3-V21 III little Art rVa UntpoOod 9COALCOk 9CFRW2lW AJSTI� FPI#N"*.* 1139-DUPUY RESIDENCE Job Nfiftrw DUPUY RESIDENCE Detiallpfort:WOI 19 df*t. potfir Von ower" Notes DOW 011JULAM".OPILC FRAMN3 Atlelre,ew W Design meets Cole itrinfrinum(V240)Total 101'Na d-V;Mon olitieft $YSTPAO,VGROA-LAM41,VIRSA-AN PoterVarillilmon '90TELL0 LIXASER my, Dote* U) Design m"to Liter treolfed(VA"Lk*load Oil'Worteft0a. V"1=9V=C9VM&9A-9`rIJ00aV C ofmfl Code,reporw, ESR-133$ Dell motto afb�iawy(l Meodliflunrilm44%don;tIttedie. ifedernatkillotoola ivoloo pmojow (0 Cornpoofte,El vaW bVen M2'thkk shoathing Mkoed and noilod to,jolet 2 0 W 0 CO UJ 7111 ILL. CO Z < MR V.0 W NOW LLI - 01,4-IW 1(2)�0 i�! tL 4'"ft LL4"" OIL 1190H 0 UJI Z Ir- _J M F —Double Joists Here DODO snifie Willinill Mof 11.1110 Cn Load Summary INV P&11. 61411 End 100% 90% 115% 110111% 125% ocs Z LU UJ TH L#ft 00-00-00 23-11440 40 10 12, t a 0— F- CL Load DiscWure LL. 0 W 3372 ft-ft 45.3% 1123yo I towntility evene" C) Pot.Mew*rK ) Will 'yon controls silimmary v*lw sanitwitile, ME&" 'cast feen Legal" onviliellIntusinelsow I curvii asivioinot ofyAwinyrar End ReWittei $77 rn 3510y. 111111Y% I I -FVVht 0 LM OA-is.) 1(2) TOW Load Doll. tntivildifig obolt-soceplord, 0 LO Uvo Los$DO. L/72631�0.392') 65VV* I preperrosand intyllrorm= 1 91 pager I of I Mw Delfl, 0AW 412% 1 of OW4 todwe 0 Spom I Depth 19.9 Well 0 1 prowcosilivitte V=04not Tft r, onnivWMalbon QUO aid T6"tto 0 SAHOW %Anow Bearing Supports VOW sy"Mit low" warm Of A*qxW.Ons,lit"te o" go ("litivitAxis tows Intillason. 00 wallplil !Wfts' 59$bo Well Wei Vnep4c(fod !9 JOIST SERIES UPGRADED FROM BC16500 AS THEY ARE NOT A STOCK at w0plate, 4-1112"X 2-511 So 5"bo W& rA Vmp+df4d 90 40ALCOt QCMWV*.AJV� ALL401"�DO RIM MCA 20* 5(2) 901ra lov"Ilill"W�4MVIL;MMING11' gig Notes SYSTSY0,VI IM-ILWO,VRRM-Am ITEM IN THIS MARKET FOR BOISE DISTRIBUTION . JOISTS HAVE ALSO Nolp"to Code,#*6Pvm(L/240)Total losa deflotton crit0fiet. Dot*metts U"r spiKSed(LAR Uvoltad V!F0Ar9TRAND9%VER9A4TW94M —Double Joists Here BC FRAMER@ 6 Dosign linotetrIbitrair y(I')maornuo load df%ooft aftfla. Composite,Elvaltit tia"4 on tojoiot. BEEN UPGRADED IN OF�kDER TO IMPROVE PERFORMANCE. ENCLOSED I � A! Z I '-W— - - SCALE: 1/4" l 'i 1(2) CALC PAGES SHOWTYP PERFORMANCE OF JOISTS PROVIDED. It DATE: 12/11/2007 TYP. GARAGE CALC ----------T----1T--- ------------------ ........ BY: Peter Van Buren FILE: 1132- DUPUY S (). cond Floor Plan DWG: 1 /4 11 1 1.011 SHEET: 1 1 ............... HAOA"'gM=�43 301,21 9 Last Saved Date: 12/11/2007 3:24 PM Print Date: P*O* 12/11/2007 3:24 PM j I _ ' I ti . Fx�sTi NC--I 1=toJsC $t I I 'PeTLnn it mecca-� Mew R-a'D 1 TI o-►,*L- 'Pt v-c-" 3 j �, FREE C.'�0�5 S�G{lotJ • S/�" ">Ly w�oi� 51Z�'Y3-TH�ub 2.x 4c7 t�•�UC�ZK h=tS't�-TC.tiEl� 't-� '��n E k � • p!a STu hS w I" T7 hM(4a Lcg--K aC ,Q5 �?'� 1 �° O�c mot eMuy-A CID '8 • •S �m�S a"�f I.SS t�'L81-t,n-iyt�EtL.S �� ---�s1 w,'P S'>'� H 2�Sk �Vt-FTfZ � SInto cuaILO l to o C. o No.34774 y 2x LtMfa . ATrAFT- Ll-> A- TZ> t-2MC l sYauc�ua t• r� c NOT S t96 6. c'o,( Stivd S W.rN Tt v►n3R.t..4ack SG•YL L-1,JS �Z� 32 t PSI 6 FAce Wi •t► 1D sst(s-) t �� O f c c+ hG . °slCON N P \ S!w, �L>sr c. ec`cv�z-S at_ 1Nt��R .�v� e.� Ib psottAC� 5�v)psbyJLUZ�at-t, .��CPS r 2.x (y-r le, 0. c gel • S&,,ihPsom ht 2,S c.t.•(�S • two'`7o�-t canewr lat�M `M, ` 0#-A� TUa /5Dt'tp P.T. ' �Ou Soho rtv�36' . SCALE: APPROVED BY: DRAWN BY DATE: REVISED wo �e-.�s��2J3 12 DRAWING NUMBER At - --- ----------------- Y L-5502.in , e�s ? _ x � LP� L spy ►t 3 Zxtpr o 3-�L�cto 5101yo H Z,S S L�(�S� wsT Qcr�lneC7c�/l/� v� 7 o ST- 5cv� Strn�sU7l) !9"3Vh4/ftglt•C. Wf 129 pelts 1 Z%k 5oxj o 1-u D Es or`. 1316 Fr,-rr l9wc.y uvt,s } S tsek P L 1 u }-t s t12 (Awe- �b LSTS V R'',, - - 3�ZkL� d1�` v ntrz as"r oR LLb OF MASS Cy CUDILO o 140-3477 4 t U i STRUCTURAL ,' ry • ? -o REGIS�tiP��L 0(91z��O *5 A41W i SCALE: APPROVED BY: DRAWN BY DATE: r� REVISED DRAWING NUMBER -v i Multiple Member Beams -- Side Loaded Connection REVISIONS: BYE 6� .� r� Lr O X L O �1� `� DESIGN CRITERIA 1 3/4"Versa-.Lam Nail Pattern stritfeners are requirad on both sides _ DEFLECTION LIMITS FIRST FLOOR LOADS SECOND FLOOR LOADS . .. of the web when: Pout Load from above 12"o.c. -19d common nails. VERIFY ALL CHECKED ITEMS BELOW PRIOR TO ORDERING See chart Max,Uniform Load Hangers wth side nafng ibs.perin:ft;) Any hanger wthWes not :Please call with any-questions.or.concems LIVE LOAD L/480 LIVE LOAD 40 PSF LIVE LOAD 40 PSF .. contaNngthetopflange i� Numperof ( �$� of the joist. 800)832-8089 _ TOTAL LOAD L/240 DEAD LOAD 10 PSF DEAD LOAD 10 PSF - .� 2 rows 9 rows t .ALL ROOF LCJADS TO � Members _Web stiffener nffikd 520 780 with 3,3'�1od), 2"min: natsfor8lR•ena 2 nstaiiwebsttffeneasWht DESIGN ASSUMES % LOAD SHARING AND 117ra•)orsta.and Jotst`d tit Chan ed 3 a, 390 5135 a i ff gap flange and wth ep g 10 Beam sizes clanged ftom specification EXTERI O R OR BEARING WALLS for14'ocgr�ats a,lB'gepb«Wes"`"°"" 0 Joist direction chan ed 0Notesteelorflitchbeamsb other required SHEATHING IS GLUED AND NAILED for 14•end flange. g y 16'joids. FRAMING /� )l(Joist series changed 0 Flush beams deeper than floor joist 1� RAM(N G /1S NOTED Web SMfener 0 Joist spacing changed 0 Verify post and or column locations {a} Nail pattern for 3-piece member must occur on both sides. 0 Beams added for structural reasons 0 Posts added(see notes on plan) BC Rim Board 0 Mid span bridging'recommended 0 Verify joist and beam lengths Nail values m ay be increased by 15%for -load roofs and by 25%for non-snow roofs-where 0•Verifydesign criteria 0 Critical dimensions have been-scaled 0 Note high deflection, 0 Verify fiaming,at fireplace I building code allows. � ' � dd Extra Joist Less l See notes for ceiling and roof,loads 0 'Verifyframing at Multi Ole Member Connection Na11 Web Stiffeners :Than.3" From•iNall Above 1 1 N. T.S. N.T.S. I ..m n� -� = 9 0 Additional information required to complete joist layout. I I r r BC I joist 0 Shop drawing is an estimate only,not for construction. I 1 3/4 plvwood/OSB • Toe nail rimboard to piatewith 2%"(sd)mains� ❑BASED ON TRUSS ROOF SYSTEM i l 2nd Ale � or rimboard closure blocking 6"ox,orwith3Y2 (160 nals at 12'o.c. 9 2nd A2 rr l I n _ z required for 14 BCI 90s-2.0 SP 11 14 BCI 60s_2.0 SP W W cantilever, 12'Ot l I I _ 16 OCS 111 ��-_.1-L _J Signature Date L ;i L4 LLI W Weis stiffener required each-side with 18 n 01" Company I z LL1 deeper joists. 11 _ • 1 Plywood _ FLOOR SYSTEM UPGRADED TO BC190 2OZ reinforcement BECAUSE OF LONG SPAN WITH OFFSET J E- CEILING_JOISTS SUPPORTED BY,FL�OR. if 2 `�O'• 1._,2i"(8d).ndfor .PiERFORMANCE IS:fO1 V.AT..- 6-, DEFLECTION 3 Bac'ker eachloistflange 9 block fl ilium Boatil t .` VERIFY MATERIAL LENGTHS FOR THESE _R od einfiorced Cantiever F14-A I1 i F21 N.T.S. N.T.S. 1 1 3 JOISTS. CcJULD BE OVER 22' BUT LENGTH 1NAS BASED ON SCALED PLAN. I iJ i{ tI JI vi� Do not cut,notch or drill flanges and f--w w w.,.. --- do f pUr r_w w_w w w.w-_.-ti not cut flanges and web. 2nd FLOOR o H rH H r ( _ __ Framing Schedule- Nominalized J_ U 6 2) - CL N 0 o zO s m 0 ;�oz. m It - .. If : -:fa��o W Tug. , J. De5Gr1#Jttt�Ti Lellil f 1 F� _o m=o m o 1 34 140 BCIO 60s-2.0 SP 24`0° l I a I0 z(� l ff 2 11 140 BCI0 60s-2.0 SP 27 0° 7(3) I r�� pW� Cw__-w-»w_w-_�._______ � .I_w_ww_w_ww_m __w__ __d _w-.ww�._ ___..__ 3 21 14"BCIO905-2.0SP 26'0" f I1 �e� 1 +'_ >� �'0�o W W 4 2 1-3/4 x 9-112 VERSA-LAM@ 2.0 3100 SP 14 0 I i 1 ti IFr 0 o w o m g o I I TYf'. CALC .FOR �o�Zdo� o : � 5 4 1-3140 x 11-7/8°VERSA-LAMO 2.0 3100 SP 10'0° i 1 1# I o Z o 0 o w tom- f JW 6 2 1-3/40 x 14°VERSA-LAMO 2.0 3100 SP 8'0° l i i i i i 1 ' m(y Z(u Z �. Z W 1 1f i , 1 .,.S:D�►N-:.HFR - QIDJ5=Ou VH 7 3 1-3I40 x 16°VERSA LAM®2.0 3100 SP 16'0° U_ o .-WU w ` CO r�om3 DO NOT FRAMING BY OTHER HERE. VERIFY DIFFERENT CEILING HEIGHTS. f - _ W =m Q woo o 0 DDN01 _ 8 BLK 14 BCIO90s-2.0 SP 2J'0" t J ' 1 f 1 I i o�~o�WadtOwN.T.S. 1 1 I 1 i i ornud' �=�z�c�Uo' Sin le 14 8C�90s 2.t3 SP Joistt2ndiD4 i' 9 TL 1°x14aBCRIMBOARD ' _ j�32'0 y i If u-o�W_ OOOQW BG GALt�g'5 i?eslyn F1eps rt-U$ 1 span I No o nffevers(G112 Elope Tuesday.December 11,200714.3i W W Q m w O Z i.- 12'OCS Ra fffiwe Gkoad F nOW con = O w - 2000?b(lt.vertical load capacity. 1 1 r 1 I 13uf1 9t_.: -_._,_, -,..,, I pe I -. strtrcdors !-oC t i m N a R13?Jafre..:.1732-OUPW RESIDENCE - a tL Jo�StrlFm�: WPUYRESIDENCE Desaiptom2ndLOS j I f 1 1 Address: -,, Spea6er- -Pe-rVtan-Btxsn �. Bajoist I t I 1 City.stale.Tip., Dasfgn3r PeterrVenBuren O O blocking 1-�. - ».y- r Cvstofmr. ... UOTELLOLUMBER Comply: Boise O Q W 6 U Gods reporb: .ESR-1338 Iliac Z ZZ < 1I f 1 I1 Z =mv .. ZW w WO f i , QtLW�t- =U� 0 M r-) f 1 � t : %'.tE'- :-.t r" G .�...fa"�.�Uxz�'�. x;:. -�£ >�`� � _.-r�� .}�_ t G f x'^� .�y .._,.;e...�.,v`%•:.. Q J a�� V� t i ota �QZy't•- =QO 20.r 91.4.112 t- O to W l- r(' tii o a t ��`�. i i Tefartk7na0e<`�tEYeGlaLeng>l_2So1-03 a _ 10DY, 90!0 116% 160% _125%. oC5 vi Z O � J Z Note 18"and 20"depth f 1 Load Summary the Dead snw WiM Roafuae o W Wo m r joists require web Stiffeners ._,..., iarT ifefaor',�3on , .Laartl}�p3 -jai. stars ., ,ritxt t Z~ at bearings points- 1 1 8tafr.3fud Load; tdnf,Area psry 1.61t 00-00-OD 25.01-05 4D 10 12' a z z U. 1 f f 3 Gores.tin jF>ft Bight 22-N-M 22.00-M 3i35 257 12 � z Z ' I Load Disclosure (n X o t-F 0 mtL .1(2) Controls Summary Ve1-a %Allowsbl? Dufatl0n Case Sum Location Ld1 F$t2f e'aSFSAtaowwor :tm�ts O �Q _0 W O Z>'' - I/ �p _ BCl Blocking Bearing ! r r t 1 Poa.idor nt A3a2ttlbs A2:5?ra tIIt3n T T-internal CsvenfeslCy€R�cn3wto»otda Cjcn a n_(-�Z U 00>F- F-01 1 f i , avut as eJiCenea or sv t�ttT€ far O o'c9 (n N.T.S. ' r TO Load n L524(0. 77.8a' f00'/ 1 1-Left Bata rcaloo. Z � z ` t Double Joists Here f 1 Tatcl Load IJarI. Lia24 to.558'} 4�5 °: f t TiSl�n dt1% iM11d W��a �Co a._U w 8 W N 8 I 12nd Al r 1:ive Load DeH» uses(OA -j so wo 1 1imp ,.. r rr A",art 13191 OSsfio 56.6% 1 1 mdallon of Buss serrtyra r>eol%voo 1 € 14_ BC160s-2 O.SP spanti;sptft 21.i' 1>faArI�K sPJlaer 1id °aa>s_Toot raltatst� Single-14"-13CM 60s-2.0 SP _. -,Jolst12nt�`D1 � � 1 _ 12rr.(oCS== t t rferrt31e.3tai; �� r-,CC I_cx'�-9.5U-signR port-US 1 SpanINOcant7eversIAll2clape TussdayU-..raar11.200714:P'r t t Be�ring�upports 1inn.iLxttF1 vatic sueaorr a�maer at3r�ri3t cr -0 5bafw M=1 en: ) 141 12'ocs I f?ep3t%N9 I Glued a nsJad construc ion i s 80 WeaATIM3 2'x a-la' 1107 fss rife f1fa Vnspaifsd >a5., +sa roralnf tta� Fife Narr> x 1132-G1+'FUYfiESIDEIJCE i 3 W t i .. .'B1 WATITlaa 4-1f2"x 3-1 2' 711 ka nra nra "Ur&Pedbd_• 9CCA CA.2CRUM0:*,TMs"; JokTi iN:`P1Jy-ReslDEtXE {T23trip °n:2n^JcS11 ALLJC ,13CF6S1HCAiJ SG3f', i'�ra pod-an Petarldsr`f€'uaen i ! f i-- W 1 1 i *� Add Srsza,2tp:, t33sfgrtsr PetertrfsrtBuren DOSVntes SYST2 t.'L4Atn; FkV94tA-R Cwe.'tyta its f?OIELLr3 LU1JBER DesignCompa rp: Boise 1 ' Design nests s rp2r¢mutn t4M Liat_oad ddeladnefteffiL FLU31o,VRP�it'�p-thvB V £A-Aat1 fJaslgn meats ifs or sp3eifit i(iJ:61Tj 1sra load dsfteetsancr��d� V `'A` E 1 f C� = 1 Desxgrl marts erh trFry(1')1J;rxinWM 1os4 d9flectlon atilt ts. V u of 96ssee WcodSt€mducw ( Cod:.;reports: ESR-1336 lases L, i Carta a va1:+a 5asW on 23rW thdA sh9atft'rig glued arW cradled to joist r 1 1 O m r f ( W' v 1 1 LLIY. f=- i 1 W .Z 07- f _.. LL Ltd77lG3 O 1., , s .< CL3t4itis - , Z J 0'� Tcaafll:r2xaf'rzGortLargth_23sCeo Q W J 4' ry Doe Dead SWN WW Roof LIM Double Joists Her j L o d Summary 1 U Z Tag t� r,plon LriadTx'x? Fit. Start End 1°9'b ems. t15°e 1riB'b 125'b S W 1 Stsnd„rd Lord Unf,Area Osf} Let 03�0-00 23.10-48 40 10 12 I 111 W � Loos, Dtscl4surte ._ f i Controls Summary Vat.e %ATIow;W4 Duration Case EaanLoaatlon CcirptL+Y1 wEnoa0c3lreS'f Of# JtMW W os.t.tont�nt 3372f4}ba 45.3,0 103 0 1 1 -Intem€i Ce}atradCyst�cna�,tattectG eyon P Q Q End Paacton 517ihs 35A?. i0)' i T-fi3ght cur iltgs�ncxfoactsldsbttjror To'd Load Cell tJ563 f'JAW) 412?. 1 1 pzr�eta t�c�m_1JtllEitrtil2H 03gd --1(2) Cn tWldng W 0-ao°eppd e1_aaQgn Lhre Loadt-2& U-729 O.382 S5.S,s r 1 lLetsar d a's�ys'srraC olds. 1 1 LC) i ' t 7 Q 1i Max L�-O 0.z7a' 47.8'.'o- i 1 r9wa crtd 90 6eng'rmredwood CQ Page t of 1 SpaniDr�ih 19.9 fva 0 i prcttdsrr tt/ra3oasaaru x# i 1 O..tuttertt t^f�tlaLea G+iti3 artd:ppr�a :; d 9;AtkrN 4bCJtor .L�1tiSsigceda3.'faatfah�ts�;aroei0u;d3 . . - j.f- Bearing Supports tlltn.tLE1Yl Vflbe s,mrVak kkmcer trtn?rlat �24L�� earef at f JOIST SERIES UPGRADED FROM BCI 6500 AS THEY ARE NOT A STOCK r 48E3j.3s-0GSfiD3tapint:a:a�cn. B0 Walvi'l' e 4-V2'x2-5r1B' 59a1s3 nra rxa Utrpe fsad 61 WOFFiats 4-V2'x2-5E1So 598lbs n{a rea urtspe�ifad 2CCALCDt8CFRA .AJSTM. ALLJ015f9,8CRMBCi4r "%- 6C15, - } ITEM IN THIS MARKET FOR. BOISE DISTRIBUTION . JOISTS HAVE ALSO Not,, B4',eGS;Lk'J-.._.V-LEFr�4htr 2_ ` Ce.onmeatsCafenlcnr ufn(tt'2aD)Toallaadde73dtianbriterse SYST,EU&.V049A-LAVOLVMSA-R2-J i i i i t D-ssinnM-CtsV.' rs iFel(L1aSO)Uveloa� defisc:icncateda V STPAPtD ^iPIaTC gad Design ntoprtlr.rtuy(t')t?�cirsYlm load d_iHontrerrs. _ LaWsa':sct8e'15Yeae1?nxfsu's, 1 1 OCJ{.lbleJistsH@rC' 1 ► BC FRAMER® 6 n, As El based on 23�32'Wzkslisstivno gloadandns:7ad to Joint L.L.C. IF - BEEN. UPGRADED W! ORDER TO- IMPROVE PERFORM�ANCE.RENCLOSED - 1 - - OF OISTSPROVIDED.r=1(2) CALC PAGES SHC�VV TYP I'�ERFORMANCE J -TYP: G - G CAS- 1 1 i1 DATE 12/1 /2007 BY: Peter Van Buren FILE: 1132- DUPUY SecondFloorPlan DWG: r- t NEW SHEET: 1 / 1 Last.save_ Date: 12/11122 7 3:14 PM r I Print Date: Pace 1 of 1 2/1 1/2007 3:15 PM i n OVERLAY DISTRICT: �'r's �ivo AP - Aquifer Protection District 2 As Shown on Plan Entitled "°ao CB/dh "Revised Groundwater Protection fnd Overlay Districts" - April, 1993 Benchmark: ° 00% Top of CB/dh fnd FLOOD ZONE: E1.=36.98' mlw I Zone C, B & A10(e1.=11) Community Panel No. o% .� #250001 0016 D L July 2, 1992 moo. oor y � CO t Q: ✓ C °Gi ZONE: , a� LP L RD-1 °° • Area min. 87120 SF RPOD a LOCATION MAR (min.) � ( ) �p Scale: 1"=2000'f Fronta e (min) 20 0 Width (min) 125" co Setbacks: Fron t 30' o i Side 10' Rear 10' o Z4 _. t.ct3....26. ..... ` L ANn. LA:IV D. uA NO ONLY end.-. 5R } • f9CRS:�: ioo \41w \ rp-RXoIKL. 01 00 � 0000 w. :_.No.T MEMS P6R%A1"rTT_P Qo STAIR SECTION _ , QQA� Scale; I/4"= 1,-0" �o L=32.32' R;=21.70 ' ��0�• 1 1 i �iRc 28 TOTAL. / "Z:%.`1�MANtDRA1L ' 1 � oNTL s%uc owLv /.��y R=18.03 01=1 . ..... ......... F-L.. 4ee iz Mot Zone c C! / Y Acce s t .ADDER ~-mow i,AriC7c.R: :AND IINOER W.+Ci•6R..: / SOT.H s\oes !,_�►sc>=Q pw+.a X"-4 f4 _.._.. / SECTION A-A coLtrs Scale I��= 10 �. _ - -/ v _. ----tM �Lv.! \ \�� ,�6 / o`L ' / , // i ��Q�' rJ Note: �W ' FEMA Zone Lines as defined by FIRM Panel # 250001 0016D F i 011 2„x4"HANDRAIL ,- L-18.55 { - 2 x s DECKING,I/2 1 0. SPACING MIN. FIBERGLASS GRATING OTO VER SALT MBE ARSH IFED L=3D.65' ' R=30.00 2"X sng z 4':x 4,:POST(� ON. 20 SALT ih MARSH r'e�\',J SECTION 6-8 Not to Scale 0) �z\ •\ 1 ' 1 ,yy \ ' • \ \ \\ \ \ Ni V`1 9E Off` ry0' i o i cl 1 17p`. \ '\\ \�' \ \ \L4s'�Iv'p •"'� .—.. —. 'r � ENSR--- 9— — L WetlondiL prpt \ \ AL _ ACGesss �.,9e LAD FRS_ — O(M/W) o+a/t=orsh \.� •`\\ \� �\\ \ \�� \ \ \\ 4 . 94 AL Wetland Flog /e /! � x-4.7 " /pia ebb '" '001. x-4.7 A o x-4.8\ \ \ -,,0•2 9 `� x-2,61 \-1w / \ \ (-2.6) r x-5.5 S� / \,,;-2.9 x-16 ALI ! x-4.4 \PLAN,VIEW Scale- I =20 Wood " Posts � \ \ x-4.3 / \ \ x-5.2 1 x-4.2 x-1.6 x 1.8 rop of silt \ x—4.0 (rypkol) \ ` Directions to the Site: \ From Hyannis follow Route 28 toward I - ! O(MIW •,_.,•`� - Centerville. Take a left unto Lumbert Mill - 1 1 certify that the proposed dock is at the same location as apre-existing dock and ,pP�ox. Edge ,,s,,t Marsh .,�. Road and follow to the end (at second is generally within the footprint of that pre-existing dock. r.- From ecrnstvb,e cis stop sign). Take a right onto Bumps River A. AL Road. Take a left onto Powers Drive (street marker is a white post) and project fi ` ,►� ,� / site Is located on the right. AL Peter Sullivan PE The"intent of this plan is to delineate the construction of a new timer 'er in the footprint: p Pi.: tp of the remnant pier. This plan does intent to grant any property rights or exclusive privileges to any party that does not presently have those rights and privileges. Pt•e'. PREPARED B y. PREPARED FOR: Notes/Revision: 4 Sullivan Engineering, Inc. CapeSurv, The Power Drive Association 1. The property line information shown was -- P "aposed Pier PO Box 659 7 Parker Rood C�0 Attorrie Matthew DUpUy compiled from available record information. m Ostervilie, MA 02655 Osterville MA 02655 y ,�. Polders Drive 25 Mid Tech Drive Suite C 2.) The topographic information was obtained (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fox • PSWIPE®ool.com copesurv&-o ecod.net. g Y performed Celztery lie Mass. p w. Yarmouth MA 02673 from an on th1 r 102 serve 1FEB1 on y or between 22 OCT 02 and 10 FEB 03. . o r Draft: MJD Field: MDH/WHK J.) The elevations shown hereon are based on 0 10 20 40 80 Date Sco1e: m low 9 .B as per can l water. (NGVD 2 +0 l AS Shown Comp/Review: PS Comp/Draft: MDH1151 IQ USACE data) A December 23, 2003 Prof. # Drawing # C436_2G1