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Home My WebLink About0094 WATERS EDGE 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x284 Transmittal ittal No. Chapter 91 Waterways License Application - 310 CMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment G. Municipal Zoning Certificate Philip L. &Veronica T. Cote Name of Applicant 94 Waters Edge Middle Pond Barnstable Project street address Waterway (Marstons Mills) Description of use or change in use: To construct and maintain a seasonal aluminum pier. To be completed by municipal clerk or appropriate municipal official: "I hereby certify that the project described above and more fully detailed in the applicant's waterways license application and plans is not in violation of local zoning ordinances and bylaws." Printed Na�Municipal Official Date I Signature of Mun cipal icial Title City/Town I CH91App.doc•Rev.03/17 Page 6 of 13 r r SUjjvan * Engineering & 1 consulting,Inc. (508)428.3344•.P.O:8ox 659•711 Main Stieet,`Oiterville;MA 02655 secii6sullivanenginxom www.suilivanengin.com August 2, 2019 Brian Florence Building Commissioner, Building Dept. Town of Barnstable 200 Main Street Hyannis, MA 02601 RE: Chapter 91 Permit Application Philip&Veronica Cote 94 Waters Edge, Marstons Mills Dear Mr. Florence, Please find enclosed a Municipal Zoning Certificate along with a copy of pages 1-5 of the Department of Environmental Protection Waterways Permit application and copy of the plans for the above referenced project. Would you please review and sign the Municipal Zoning Certificate and return it to me in.the enclosed,self-addressed staniped envelope at your earliest convenience? Thank you for your assistance. If you have any questions, please contact the office. Very ly yours, Leah O'Dea Sullivan Engineering& Consulting, Inc. o Attachments ,� 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection -Waterways Regulation Program x284030 Chapter 9.1 Waterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment Important:When filling out forms A. Application Information (Check one) on the computer, use only the tab NOTE: For Chapter 91 Simplified License application form and information see the Self Licensing key to move your Package for BRP WW06. cursor-do not use the return Name(Complete Application Sections) Check One Fee Application#- key. �a WATER-DEPENDENT- General (A-H) ® Residential with <4 units $215.00 BRP WW01a IEl Other $330.00 BRP WW01 b For assistance ❑ Extended Term $3,350.00 BRP WW01c in completing this .............................................................. ..-.._..----.._..- - - - -°-..-..- - -------------------------..-.._..---------------- - application,please Amendment(A-H) ❑ Residential with < 4 units $100.00 BRP WW03a see the — "Instructions". ❑ Other $125.00 BRP WW03b NONWATER-DEPENDENT- Full (A-H) ❑ Residential with < 4 units $665.00 BRP WW15a ❑ Other $2,005.00 BRP WW15b ❑ Extended Term $3,350.00 BRP WW15c ------._..-.._..-------------•-----..-..-..-..-..-..-..-..----------------------------------•--..-..-..-..-.._..-•----------=---------------.._..-.._•-------- Partial (A-H): ❑ Residential with <4 units $665.00 BRP WW14a ❑ Other $2,005.00 BRP WW14b ❑ Extended Term $3,350.00 BRP WW14c Municipal Harbor Plan (A-H) ❑ Residential with <4 units $665.00 BRP WW16a ❑ Other $2,005.00 BRP WW16b ❑ Extended Term $3,350.00 BRP WW16c Joint MEPA/EIR(A-H) ❑ Residential with <4 units $665.00 BRP WW17a ❑ Other $2,005.00 BRP WW17b ❑ Extended Term $3,350.00 BRP WW17c Amendment(A-H) ❑ Residential with <4 units $530.00 BRP WW03c ❑ Other $1,000.00 BRP WW03d i ❑ Extended Term $1,335.00 BRP WW03e CH91App.doc•Rev.03/17 Page 1 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x284030 hap ter 91-Vllaterways License Application -310 CMR 9.00 Transmittal No. Water-Dependent, Nonwater-Dependent,Amendment B. Applicant Information Proposed Project/Use Information 1. Applicant: Philip L. &Veronica T. Cote Name E-mail Address 94 Waters Edge Mailing Address Note:Please refer Marstons Mills MA 02648 to the"Instructions" City/Town State Zip Code Telephone Number Fax Number 2. Authorized Agent(if any): Sullivan Engineering &Consulting, Inc. chuck@sullivanengin.com Name E-mail Address P.O. Box 659 Mailing Address Osterville MA 02655 Cityrrown, State Zip Code 5084283344 5084289617 Telephone Number Fax Number C. Proposed Project/Use Information 1. Property Information (all information must be provided): Owner Name(if different from applicant) 062 045 41.670440 -70.419690 Tax Assessor's Map and Parcel Numbers Latitude Longitude 94 Waters Edge, Barnstable(Marstons Mills) MA 02648 Street Address and City/Town State Zip Code 2. Registered Land ❑ Yes ® No 3. Name of the water body where the project site is located: Middle Pond 4. Description of the water body in which the project site is located (check all that apply): Type Nature Designation ❑ Nontidal river/stream ® Natural ❑Area of Critical Environmental Concern ❑ Flowed tidelands ❑ Enlarged/dammed ❑ Designated Port Area ❑ Filled tidelands ❑ Uncertain ❑ Ocean Sanctuary ® Great Pond ❑ Uncertain ❑ Uncertain CH91App.doc•Rev.03/17 Page 2 of 13 i 3 r Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x284030 Cha—pter 9"Wa erways License Application -310 CMR 9.00 aosm;ttal-No- Water-Dependent, Nonwater-Dependent,Amendment C. Proposed Project/Use Information (cont.) Select use(s)from Project Type Table 5. Proposed Use/Activity description on pg.2 of the "Instructions" To construct and maintain a seasonal aluminum pier. 6. What is the estimated total cost of proposed work(including materials &labor)? $15,000.00 7. List the name&complete mailing address of each abutter(attach additional sheets, if necessary). An abutter is defined as the owner of land that shares a common boundary with the project site, as well as the owner of land that lies within 50' across a waterbody from the project. Powell, Marc S. & Breanna 92 Waters Edge, Marstons Mills, MA 02648 L. Address Kearns, Thomas M. 9 Cedar Street, Wareham, MA 02571 Name Address Name Address D. Project Plans 1. 1 have attached plans for my project in accordance with the instructions contained in (check one): ® Appendix A(License plan) ❑ Appendix B (Permit plan) 2. Other State and Local Approvals/Certifications ❑ 401 Water Quality Certificate Date of Issuance ®Wetlands SE3-5693 File Number ❑ Jurisdictional Determination JD- File Number ❑ MEPA File Number ❑.EOEA Secretary Certificate Date ❑ 21 E Waste Site Cleanup RTN Number i CH91App.doc-Rev.03/17 Page 3 of 13 s 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection - Waterways Regulation Program x284030 ap e� No. C fie -Vllaterways License pip (cation -310 CMR 9.00 Transmittal Water-Dependent, Nonwater-Dependent,Amendment E. Certification All applicants, property owners and authorized agents must sign this page. All future application correspondence may be signed by the authorized agent alone. "I hereby make application for a permit or license to authorize the activities I have described herein. Upon my signature, I agree to allow the duly authorized representatives of the Massachusetts Department of Environmental Protection and the Massachusetts Coastal Zone Management Program to enter upon the premises of the project site at reasonable times for the purpose of inspection." "I hereby certify that the information submitted in this application is true and accurate to the best of my knowledge." Applicant's signature Date Property Owner's signature(if different than applicant) Date Agent's signature(if applicable) Date(/ CH91 App.doc•Rev.03/17 Page 4 of 13 3 Massachusetts Department of Environmental Protection Bureau of Resource Protection- Waterways Regulation Program x284030 Transmittal Nn- Chap�er 91-VI�aterways License App�cafion -310 cMR 9.00 Water-Dependent, Nonwater-Dependent,Amendment F. Waterways Dredging Addendum 1. Provide a description of the dredging.project I ❑ Maintenance Dredging (include last dredge date.& permit no.) ❑ Improvement Dredging Purpose of Dredging 2. What is the volume(cubic yards)of material to be dredged? 3. What method will be used to dredge? ❑ Hydraulic ❑ Mechanical ❑ Other 4. Describe disposal method and provide disposal location (include separate disposal site location map) 5. Provide copy of grain size analysis. If grain size is compatible for beach nourishment purposes, the Department recommends that the dredged material be used as beach nourishment for public beaches. Note: In the event beach nourishment is proposed for private property, pursuant to 310 CMR 9.40(4)(a)1, public access easements below the existing high water mark sKall-be•secured:oy applicant and submitted to the Department. i 1v I I • CH91App.doc•Rev.03/17 Page 5 of 13 } f I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULA 17ONS OF THE REGISTERS OF DEEDS FOR THE COMMONWELATH OF MASSACHUSETTS SIGNATURE: ----------- + 4 DA TE: I , a • 6 i EDG WATERS " MYsn'c LAKE IU • � ► ��'�� Ira III a PROJECT OCUS ilk WATERS bl EDGE MIDDLE N/F �\ POND \\ THOMAS M KEARNS TR LOCUS PLAN L=26.58, R=50.00 SCALE.1:25,000 SANDWICH OUAD. 0 a� o � /'13 ,� ��j• N/F cy "� M � ARC C & BREANNA L POWELL • 1 LOT 57 UPLAND LOT AREA , 51540±SF •1 i #94 ' � R EXISTING DWELLING i a tkt { •s�o ; DES tip. W ,WLA o CIVI 99 '1 I II O I N I io FFSSIOHALto as BOAT as RACK ' �:•�XlS77N�_ PATH_�{__ --< EDGE of POND --'- OVERALL PLAN VIEW SCALE: 1" = 50 50 0 25 50 100 PROPOSED PIER MIDDLE POND SHEET 1 OF 3 PLAN ACCOMPANYING PETITION OF PHILIP L & VERONICA T, COTE FRS 94 WATERS EDGE' MARSTON MILLS, MA 02648 TO CONSTRUCT & MAINTAIN A SEASONAL ALUMINUM PIER IN MIDDLE POND JUL Y 18, 2019 SULLIVAN ENGINEERING & CONSULTING, INC. OSTERVILLE, MA 1 f I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND REGULATIONS OF THE REGISTERS OF DEEDS FOR THE COMMONWELATH OF MASSACHUSETTS SIGNATURE: DA TE: i 3 •Y ' tl i \ #94 2 STY. W/F DWELLING • p Y i i 1 ` 1 / II / Q BOAT RACK ---------------------- EDGC OF'POND PROPOSED PROPOSED SEASONAL ACCESS STAIRS ALUMINUM PIER X X 3 X 00 N 48' _ I NN N'x Nx co -co X N CD X cD W X—i 6' X #.� LA s x � I � X X �{ 10' UN I wLA ; ON CA N � N i j MIDDLE POND �yc SHEET 2 OF 3 oWu PHILIP L & VERONICA T, COTE TRS a ' civi -� 94 WA TERS EDGE N0' s 99 MARSTON MILLS, MA 02648 JUL Y 18, 2019 ` Sro�n� G� SULLIVAN ENGINEERING & CONSULTING, INC. OSTERVILLE, MA 1 P 1 ' i i j I CERTIFY THAT THIS PLAN AS PREPARED CONFORMS TO THE RULES AND +� REGULATIONS OF THE REGISTERS OF DEEDS FOR THE COMMONWELATH OF MASSAdHUSETTS SIGNATURE: ----------- DATE: I } co Z cu ,4 W Q i � mJ � I 1 s LL c at Ll- . ~Q m Q j 2 Z O J QCL Lo Q O L0 OQ O J N r Q a W Oqi J !�Lj Q / WCL W a cn� O ! QZao Z2 � I OJ 2 O � o Q o Q. o6LAj LQ I � Q Q SHEET 3 OF 3 W o PHILIP L & VERONICA T, COTE TRS Q 94 WATERS EDGE MARSTON MILLS, MA 02648 JUL Y 18, 2019 SULLIVAN ENGINEERING & CONSULTING, INC. ' OSTERVILLE, MA 4 R q- Town of Barnstable Regulatory Services Richard V.Scali,Director O�P� i j� Building Division M`1��1000 1°rFo Paul Roma,Building Commissioner '�rp 200 Main Street, Hyannis,MA 02601 �O www.town.barnstable.ma.us Office. 508-862-4038 Fax: 508-790-6230 PERMIT# ` O L FEE: $35.00 SHED REGISTRATION RESIDENTIAL ONLY r /. 200 square feet or less Location of shed(address) Village Property o17 er's name Telephone number Size of Shed Map/Parcel# Signature Date Hyannis:Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? You must file with Old King's Highway Conservation Commission(signature is required) Sign off hours for Conservation 8:00-9:30&3:30-4:30 PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE COMMISSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE. PLEASE SEE THE APPROPRIATE COMMISSION FOR DETAILS. THIS FORM MUST BE ACCOMPANIED BY A PLOT PLAN Q-forms-shedreg REV:06/20/16 ro LOT 57 52,300 SFt N 9 tQ G� #7 CONCRETE FOUNDATION 16 20 8 3�s #5 Ja #3 MIDDLE POND #2 i DCE #99-082 FOUNDATION PLOT PLAN PREPARED EXCLUSN D-Y FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 94 WATEKS EDGE NlARSTONS MILLS, MA SCALE : 1" 40' DATE : SEPTEMBER 24, 2007 REFERENCE ASSESSOR'S MAP 62 PARCEL 45 PREPARED FOR: LOT 57 PB 349 PG 59 SH 7 I HEREBY CERTIFY THAT THE STRUCTURE r',F�tNOF'�''IS�. SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON. o` TIMOTHY H. <N , h COVELL - U14 I �WO�SM u N0.38035 down cape engineering, inc. 47L-l C/NL ENG/NEERS `� ��' -/_ 1�_ v� -- LAND SURVEYORS DATE E LAND SURV OR 9J9 Mo/n Street — YARMOUTHPORr, MASS. - fM WWI- _---- EXIST►EG lMt it( e2 64 c LET 58 U_ SET W `NNITE gEN�HA A � A75.0' / PINE 1� A�o'O W �0 66 �o � o \ o PANE L0 \ 91- 52,300 Sf i \. 66 00 \` 6A % #6 . \` 6' \ S pR OP Aur- Y \ \ � � `\ 21.2 �tH Town of Barnstable do Building Department - 200 Main Street RMMSTABIE, # H ya n n is, MA 02601 MASS. 9�A i639. . (508) 862-4038 rFO MA'i A Certificate of Occupancy Application Number: 200703859 CO Number: 20080065 Parcel ID: 062045 CO Issue Date: 04111108 Location: 94 WATERS EDGE Zoning Classification: RESIDENCE F DISTRICT Village: MARSTONS MILLS Gen Contractor: BAYSIDE BUILDING, INC Permit Type: RC00 CERTIFICATE OF OCCUPANCY RES Comments: G"C Building Department Signature Date Signed tHE TOWN OF RNS`TABLE...Tp Building Application Ref: 200703859 BARNSTABLE, Issue Date: 07/18/07 Permit 9 MASS. �ArFG 39. A Applicant: BAYSIDE BUILDING,INC Permit Number: B 20071703 Proposed Use: DEVELOPABLE LAND Expiration Date: 01/15/08 Location 94 WATERS EDGE Zoning District RF Permit Type: NEW SINGLE FAMILY HOME Map Parcel 062045 Permit Fee$ 1,996.70 Contractor BAYSIDE BUILDING,INC Village MARSTONS MILLS App Fee$ 100.00 License Num 005645 Est Construction Cost$ 487,000 Remarks APPROVED PLANS MUST BE RETAINED ON JOB AND TO CONSTRUCT A 3 BEDROOM,2 1/2 BATH,NEW HOME THIS CARD MUST BE KEPT POSTED UNTIL FINAL WITH AN ATTACHED 2 CAR GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: COTE, PHILIP L 8r VERONICA T BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 93 PRINCESS PINE CIR INSPECTION HAS BEEN MADE. TAUNTON, MA 02780 Application Entered by: RM Building Permit Issued By: THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY OR PERMANENTLY. ENCROACHEMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION. STREET OR ALLY 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). © � , , I'll BUILDING 1, JNSIZ�CTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1� 2 r 1loS 08RQ��k- 1 c� bF'� / /� t 2�� l l /�� Og 2��nr, C {� y- .3 - o`6 2 /1.= Id"? '0'�f A�0( 0 3 1 Heating Inspection Approvals Engineering Dept Fire Dept 2 S 4o $ Board lth c. f i r 1 m � . "^.+.7 "V Y: �L"�`��=f'}�e'•i• 'r� .-:� C `T.•�• a.,,,�ll-r.y�y:w....f�•»+'n. } Town of Barnstable • Regulatory.Setvices' BABNSTABCE: — -- . MASS. •_p,.. �prFo Building Division = - 200 Main p yannis;MA 02601 Office: 508-8624038 V Fax: 508-190-6230 � �$ nspection Correction Notice Type of Inspec ' n Location 9 GtJ��c-n s &;561C— A V Ai- Permit Number Owner Builder A--Q 5 c DE One notice toremain on job site, one notice on file in Building Department. The following items need correcting: 1 i L'JR E /,3 C.0 D GIIr.V Cr ?) dw°�_`/ �olQlU� rrU�o lQ 00/L�- v ,BLdC� �OC1�rC1 �JeDKti- LVOi2' q0(Srs o� Sic u2E c u 7-�,v ��vA C l 7"S ti Get r fib-, S !� C/«it�G t� oiUT i4 .C. ,v LL4r- T cE — Frei G vc�CriJ A.tl. SrP�G � q iSfDC cc -r ram � ��-�� (.v�4ce,• �' Please call: 508-862-46�--for re-ins ection. l� 0 `^Inspected by ✓ ��'/ Date J /� /QS> r 4 � 1 . t TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION "� ' I Map 7. Parcel Application# 007d Health Division Conservation Division Permit# Tax Collector Date Issued Treasurer s: ' Application F 0 Planning Dept. %4'- Permit Feed a t • —7Z) Date Definitive Plan Approved by Planning Board v Historic-OKH Preservation/Hyannis - Project Street Address?/ Village /3 dR57W_5 AlIU-15 3 P9 11V6 E65 IAIF C/4C4 Owner AWIL Y V W AIAC4 664T9 Address Telephone ,SOS- qcZ/— `� S Permit Request -7 Cd1V67R11e7 /9 �1520 �z i&Td C 79 PE V 7'# ftQ/ g7746&-F9 C9, C," 19 4e Square feet: 1st floor:existing proposed o /30 2nd floor:existing proposed 40 Total new.3/SQ r Zoning District R Flood Plain C, Groundwater Overlay Project Valuation 1 �9 M0 Construction Type IODD /i /)O Lot Size Grandfathered: O Yes OK If yes, attach supporting documentation. Dwelling Type: Single Family V Two Family O Multi-Family(#units) Age of Existing Structure luEGl Historic House: Cl Yes llJo On Old King's Highway: ❑Yes N40 Basement Type ZFull Cl 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: existing new Ll Total Room Count(not including baths):existing new First Floor Room Count S� Hint Type and Fuel: YGas ❑Oil O Electric ❑Other Central Air: Qd Yes ❑No Fireplaces: Existing New_C_ Existing wood/coal st•ve: ❑yr( ►�'I�o Detached garage:0 existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new-- size-- a 2: -Irl Attached garage:O existing O�new sizeayA;Y Shed:O existing ❑new size Other: ^' ao N r O Zoning Board of Appeals Authorization .O_.,Appeal#_ _ _ Recorded El Commercial ❑Yes f/No If yes, site plan review# M Current Use V/iCAA17 LV r Proposed Use 61AWL,r F /WI/- R Awyc BUILDER INFORMATION Name A 4V 6/bf_ AU IL-b/A16� /A/C Telephone Number 717t- /.at/U Address 90 K 45 License# d O S6 y S" ��NT�2 ✓lC,�E . �2�1. 04 3,2. Home Improvement Contractor# Worker's Compensation# 4/CF 0073 1/06 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO _�09iVDG(/[C L6L✓bF/LL- SIGNATURE `— DATE `-s N 7 _ r FOR OFFICIAL USE ONLY • Y r PERMIT'I*: DATE ISSUED i MAP/PARCEL NO. ADDRESS VILLAGE OWNER I DATE OF INSPECTION: I FOUNDATION D R RVLI�k- co ot�E FRAME "Tn (� Q7 OQ�Z{�(�jti� VY13 OTC �I l0 O� rCYYI�-�- INSULATION 4 (. 1 �� FIREPLACE 3 'D�V 7 G LIP ELECTRICAL: ROUGH FINAL ' .PLUMBING: ROUGH FINAL I, ,GAS- ROUGH FINAL FINAL BUILDING 1v 5G. Cl 0.0 Sr Ct DATE CLOSED OUT ` ASSOCIATION PLAN NO. T C Y Town of Barnstable Regulatory Services ' grAvL4 Thomas F.Geiler,Director ''°lEo; ►,e� Building Division Thomas Perry, CBO,Building Coimmissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fa--:' 508-790-6230 PLAN REVIEW Owner: �o Map/Parcel: d(a`2 Project Address Builder: xebG The following items were noted on reviewing: / �. i(/ �I1JlTl onJ mac_ /E�m S Su�i�on S, Reviewed by: 4�- i Date: d 7 Q:Fonns:Plnrvw Page 1 of 1 Perry, Tom From: Etsten, Jackie Sent: Friday, June 22, 2007 2:35 PM To: Perry, Tom Cc: Weil, Ruth; Seymour, Steve; Swiniarski, Ellen; Houghton, David r Subject: Whistleberry subdivision, Subdivision lot#57,map Map parcel 06204t aters Ed e Dear Tom, please be aware tha off the Building Permit for a new house at the aforesaid location. This subdivision has the longest running history in the history of subdivisions, and I believe remains incomplete today. Previously, the Board had made a policy not to sign off any more lots until work was complete. Subdivision owners angered by the lack of completion have been represented by attorneys at different periods of time. Lot#57 is one that was listed by us as still being under covenant, not to be sold or built upon, and was listed in the Development Agreement signed by Dan Hostetter as such. However, there is considerable variance from person to person examining this record, as to which lots are under covenant and which are not. We therefore recommend that the applicant for a Building Permit provide you with a copy of the covenant release for this subdivision, and we would appreciate a copy. Thank for your assistance, Jackie Etsten,508 862 4676,FAX 508-862-4676 Growth Management,200 Main Street,Hyannis I 0 AJ . y C QV606 A zj a owl0 3C 6i22i2007 Town of Barnstable Geographic Information System July 5, 2007 f 2039 28 062006 O #470 062040 #44 062041 #64F f 042 062043 #84 062051 #33 062050 #85 062044 #92 062052 #21 062046 #94 062047 #97 062048 #95 k 061038 062046 F #100 #96 0 #9,c66 Feet DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:062 Parcel:044 N Selected Parcel Owner: boundary determination or regulatory interpretation. Enlargements beyond a scale of JOHNSON,LORI Total Assessed Value:$931600 1"=100'may not meet established map accuracy standards. The parcel lines on this map W .,,� .E are only graphic representations of Assessors tax parcels. They are not true property Co-Owner:%DUCOTT,PAUL TR Acreage:1.17 acres Abutters 1� boundaries and do not represent accurate relationships to physical features on the map Location:92 WATERS EDGE such as building locations. Buffer fi Town of Barnstable Geographic Information System July 5,2007 2039 ff 28 062006 0 #470 062040 #44 062041 #64 -� v (062042 #72 WgTERs EpGE 062043 #84 062051 #33 062050 #85 062044 ', #92 062052 O #21 062046, f #94 062047 #97 062048 #95 061038 062046 #100 #96 0 062 #9;946 Fe t DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:062 Parcel:045EJ boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Owner:COTE,PHILIP L&VERONICA T Total Assessed Value:$579600 1'=100'may not meet established map accuracy standards. The parcel lines on this map W E are only graphic representations of Assessor's tax parcels. They are not true property Co-Owner:... Acreage:1.20 acres Abutters tr boundaries and do not represent accurate relationships to physical features on the map such as building locations. Location:94 WATERS EDGE Buffer e N Page 1 of 1 Swiniarski, Ellen From: Etsten, Jackie Sent: Friday, June 22, 2007 2:35 PM To: Perry, Tom Cc: Weil, Ruth; Seymour, Steve; Swiniarski, Ellen; Houghton, David Subject: Whistleberry subdivision, Subdivision lot#57,map Map parcel 062044, 94 Waters Edge, subdivision lot Dear Tom, please be aware that we have not signed off the Building Permit for a new house at the aforesaid location. This subdivision has the longest running history in the history of subdivisions, and I believe remains incomplete today. Previously, the Board had made a policy not to sign off any more lots until work was complete. Subdivision owners angered by the lack of completion have been represented by attorneys at different periods of time. Lot#57 is one that was listed by us as still being under covenant, not to be sold or built upon, and was listed in the Development Agreement signed by Dan Hostetter as such. However, there is considerable variance from person to person examining this record, as to which lots are under covenant and which are not. We therefore recommend that the applicant for a Building Permit provide you with a,copy of the covenant release for this subdivision, and we would appreciate a copy. Thank for your assistance, Jackie Etsten,508 862 4676,FAX 508-862-4676 Growth Management,200 Main Street,Hyannis 1 6/26/2007 <a i REScheck Software Version 4.0.1 Compliance Certificate i Project Title: COTE RESIDENCE Report Date:05/18/07 Data filename:C:\Program Files\Check\REScheciACOTE.rck Energy Code: Massachusetts Energy Code Location: Barnstable,Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 14% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor. 94 WATERS EDGE DRIVE BAYSIDE BUILDING,INC. 3 BAYBERRY SQUARE CENTERVILLE,MA 02632 508-771-1040 e s o e CEILING:Flat Ceiling or Scissor Truss: 2350 30:0 0.0 82 SKYLIGHTS:Wood Frame:Double Pane with Low-E: 15 0.340 5 WALLS:Wood Frame,24"o.c.: 4038 19.0 0.0 202 WINDOWS:Wood Frame:Double Pane with Low-E: 481 0.340 164 DOORS:Solid: 42 0.280 12 DOORS:Glass: 84 0.320 27 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space: 2058 19.0 0.0 97 FURNACE:Forced Hot Air.78 AFUE AC:Electric Central Air.13 SEER 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 Massachusetts Energy Code requirements in REScheck Version 4.0.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building shall be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. l V_40� Name-Title nature Date Project Notes: NEW CONSTRUCTION COTE RESIDENCE Page 1 of 4 r f REScheck Software Version 4.0.1 Inspection Checklist Date:05/18/07 Ceilings: ❑ CEILING:Flat Ceiling or Scissor Truss,R-30.0 cavity insulation Comments: Above-Grade Walls: ❑ WALLS:Wood Frame,24"o.c.,R-19.0 cavity insulation Comments: Windows: ❑ WINDOWS:Wood Frame:Double Pane with Low-E,U-factor.0.340 For windows without labeled U-factors,describe features: #Panes_Frame Type Thermal Break? Yes_No Comments: Skylights: ❑ SKYLIGHTS:Wood Frame:Double Pane with Low-E,U-factor:0.340 #Panes—Frame Type Thermal Break?_Yes_No Comments: Doors: ❑ DOORS:Solid,U-factor:0.280 Comments: ❑ DOORS:Glass,U-factor.0.320 Comments: Floors: ❑ Floor 1:All-Wood Joist/Truss:Over Unconditioned Space,R-19.0 cavity insulation Comments: Heating and Cooling Equipment: ❑ FURNACE:Forced Hot Air.78 AFUE or higher Make and Model Number: ❑AC:Electric Central Air:13 SEER 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. ❑ When installed in-the building envelope,recessed lighting fixtures meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shall be labeled. Vapor Retarder. ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. COTE RESIDENCE � � � Page 2 of 4 I �a Materials Identification: Materials and equipment are identified so that compliance can be determined. o Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. Insulation R-values and glazing U-factors are dearly marked on the building plans or specifications. ci Insulation is installed according to manufacturers 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: ❑' Ducts are insulated per Table J4.4.7.1. Duct Construction: All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. The HVAC system provides a means for balancing air and water systems. Temperature Controls: 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. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water Systems: Circulating hot water pipes are insulated to the levels in Table 1. Swimming Pools: 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: C] HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55-degrees F are insulated to the levels in Table 2. I COTE RESIDENCE~�� page 3 of 4�µ �3 1 1 Table 1:Minimum Insulation Thickness for Circulating Hot Water Pipes Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts Heated Water Temperature("F) Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100.130 0.5 0.5 0.5 1.0 Table 2.Minimum Insulation Thickness for HVAC Pipes Insulation Thickness In Inches by Pipe Sizes Piping System Types Fluid Temp.Range(°F) 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) COTE RESIDENCE �,,. � �� Page 4 of 4 r f ' Affidavit of Substantial Financial Interest 1, / QRA-( 7,• 2WEY of /jO)q Y3IW— 13VIU�441�, /a/ L , on oath depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map Parcel Dys' The address of the property is 026,r DR. in /z," 2. 1 have D % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 31/yld-7 , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name -PO l L Address q3 jP2/&6g65 P/N£ CeL . 'MUAlw Al. vn A . 6o17F0 4. Within the last twelve months, from today's date, which is . 51/yli- , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel �j�- Address 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted �_ building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted �) building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received () building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this/4day of /nA , 200_7 7 2001-0050/affin 1 O/LOTTERY/AFFIDAVIT f RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE New Buildings $100.00 l.00- D d Residential Addition $50.00 Alterations/Renovations $ 50.00 Building Permit Amendment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE 31,50 square feet x$96/sq.foot= �0, 'IQU x .0041= 1, 93 91 F y plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0041= plus from below(if applicable) GARAGES(attached&detached) p J� (D square feet x$32/sq.ft._ /0 , y3;L x.0041= 76, ACCESSORY STRUCTURE>120 sq.ft. >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0041= STAND ALONE PERMITS Open Porch x$30.00= (number) Deck x$30.00= 30•Q(� (number) Fireplace/Chimney 1 x$25.00= a.S- a U (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit Fee � � 3?0 . y;Z Projcost Rev:063004 ✓fie C�omrmLonuirrzlC� o�,/F�,�7JJac�rLJe� BOARD OF BUILDING REGULATIONS "# License: CONSTRUCTION SUPERVISOR Number: CS 005645 Birthdate: 04/19/1956 Expires: 04/19/2008 Tr.no: 21766 Restricted: 00 BRIAN T DACEY PO BOX 95 0 /f CENTERVILLE, MA 02632 Commissioner Department of Industrial Accidents f" Office.of Investigations: ' a 600 Washington Street Boston,MA 02111'. www massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electridans/Plumbers kpplicant Information Please Print Legibly �,;ame (Business/orpnization/Imdividual): 17F I��L��.(/or, !A/C, kddress• 6,0X Q City/State/Zip: MV7M VIL IE' tyl,q. Phone Lre you an employer? Check the-appropriatee b Type of project(required): ❑ 1 am a employer with' 4. Mi a general contractor and I 6 New construction (fbff and/or part-time).* have hired the sub-contractors ❑ I am a sole proprietor or partner- listed on the attached sheet $ 7• ❑ Remodeling ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance.' g, ❑ Building addition [No workers' comp. insurance 5• ❑ We area corporation and its . req --___��.sa� 10.❑ Electrical= airs or.additions ❑ I am a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself-[No workers' comp. c. 152,§1(4), and we have no 12.0 Roof repairs insurance required.) t employees. [No workers' comp.insurance required.] 13 ❑ Other ny applicant that checks box#1 must also fill out the section below showing their workers,compensation policy information: �e :omeowners who submitthis affidavit indicating they are doing allwork and then hire outside contractors must submit anew affidavit indicating such mtractors that check this box must attached as additional sheet showing the name of the sub-contractors and their workers'comp.policy information. . :m an employer that is providing workers'compensation insurance for my employees Below is the policy and job site 'ormation. nu•ance.Company Name: RC 2)/,4 /NS. Cl/ Ugy-#or Self-ins.Lic.#: U/G F 0073 -1496:/Q Expiration-Date:=-.��—��------- site Address: ye City/State/Zip: IV_ eWIZ L 5 /114' QZ6 tech a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). lure to.secure coverage as required under Section 25A of MGL c. 152 cam:lead to the imposition of criminal penalties of a e up to$1,500•.00 and/or one-year imprisonment, as well as.civil penalties in the form of a STOP'WORK ORDER and a fine up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of restigations of the DIA for insurance coverage verification. o hereby certify under the pains and alties of perjury that the information provided above is true and correct ma tore:. Dater SW zlld'7 Official use only. Do not write in.this area,to be completed by city.or town offieiaL City or Town: Permit/License#� Issuing Authority(circle one): 1.Board of Health Z..Building Department 3.City/Town Clerk 4.Electrical Insp 6. Other ector 5.Plumbing Inspector Contact Person: Phone#• Information and. Instructions : fassaehusetts General Laws chapter 152 iequireS all employers to provide workers' compensation for their employees. ursuant to this statute,an employee is defined as ...every person in the servke-of another under any contact of hire, spress or implied,oral or written." �n employer is defined as"ati.inDdividual,-par%Mr ip,_association,corporation or other legal entity, or any two or more f the foregoing-engaged in a joint enterprise, and including the legal representatives of a deceased employer,or the' eceiver or trustee of an individual,partnership, association or other legal entity,employing employees. However:tile: caner of a dwelling having not mole than th three apartments and who resides therein, or.the occupant of the welling house of another who employ9 pions to do maintenance, construction or repair woi1�on such dwelling house a on the Bounds Or building.appurtenant thereto shall notbecause of such employmentbe deemed to be an employes." v1GL chapter 152, §25C(�also states that"every state or local licensing agency shall withhold the issuance or enewal of a license or permit to operate a business or to construct buildings in the commonwealth for any ipplicant who has not produced acceptable evidence-of compliance with the insurance coverage required." kdditionaIly,MGL chapter 152, §25C(7)sues"Neither the commonwealth nor any of its•political subdivisions shall ,rater into any contract for the performance ofpublic work until acceptable'evidence.of compliance with the in -equirements of this chapter have been presented to the contracting authority. Applicants Pleased-out the wFa&x contPPns.'''"" nfffidavit completely,by checking the boxes that apply to your situation and,if. necessary,supply sub-contractor(s)name(s),addresses) and phone numbers)along with their certificates) of insurance. Limited Liability Companies (LLQ or Limited Liability Partnerships(L U)with no employees other than the members orpartners,' are not required to carry workers' compensation insurance. If an LLC or LLP does have employees, a policy is required. Be advised that this affidavit may be submitted.to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,.not the Deparnneixt of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below, Self-insured companies should enter their self-insurance license number on the appropriate lime. City or Town Officials . Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the boom of the davit for you ou m f3nvestigatiors-has�o conae�yoregarclg the appl -.— - Please be sure'to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"*the applicant should write"all locations in L(city or town)."A eopy.o€the'affidavit that has been officially stamped or marked by fire city or town may be provided to the applicant as prooft3rat a valid affidavit is on file for:future permits.or•lioenses..A new affidavit applicant filled out-each year.Where a home owner or citizen is obtaining a license or permit not related 1b any business or commercial venture (it a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office.of Investigations would bike too drank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and,fax number. The Commonwealth of Massachusetts . Department of Industial,Accidmts . . ..Office of Investigations ' ' . a' • 600-Washington Sxreet V Boston,MA 02111 TeL#617-7.27-4900 ext 406or'1-877-MASSAFE Fax#617-727r7749 . evised 5-26705 www,ma,ss.gov/dia Bayside Building Inc 2007 Certificates of Insurance Sub Contractor General Liability Workers Comp Contact # Airtech 11/24/04 11/24/07 09/19/04 09/27/07 508-945-2466 Custom Copper Roofing and All Cape Garage Door 06/01/04 06/01/04 06/01/07 508-398-2757 Garage doors American Floors 03/04/04 03/04/07 508-362-6400 Oak floor installation and _ - Brian Tracey ATC Ceiling Systems 08/08/04 08/08/07 10/03/04 10/03/07 508-420-2053 Suspended ceilings _ _ _ Alan Conlon Averinos, Anthony 07/20/04 04/06/07 07/25/04 07/25/07 508-362-2762 Tile Installation Baltic Security 05/06/04 05/06/07 Has exemption from 508-833-0996 Alarm Installation _ _ — state for_work_er's comp Bortolotti Construction 03/07/04 03/07/07 03/07/04 03/07/07 508-771-9399 Fill, loam provider Boston Closet Co 11/16/04 11/16/07 11/16/04 11/16/07 Moe Delaney Custom Closet Installation Budden , Robert W. 01/01/05 01/01/07 02/20/04 02/15/07 508-775-3988 Oak flooring Installation Campbell, William _ 08/26/04 08/26/07 07/13/04 07/13/07 508-790-3517 Painter _ _ c:508-367-1238 Carpet Barn Inc 01/01/06 01/01/07 01/01/05 01/01/07 508-548-1443 Car pets Central Vacuum House 12/01/04 12/01/07 12/01/04 12/01/07 508-420-5622 Div of EF Winslow Plumb & cl: 508-826- Central Vacuum _ _ _ _ _ Eric Branzetti Chaves, Robert 08/13/04 08/13/07 12/17/04 12/17/07 508-362-9929 Electrician Coy's Brook, Inc 04/24/04 04/24/07 09/21/04 09/21/07 508-394-8442 Landscape Creswell Siding 05/01/04 05/01/07 04/30/04 04/30/07 Siding — ------ -- _----------- --------- Davids Building & Remodel 01/01/05 01/01/07 06/14/04 06/14/07 508-428-4154 Interior trim Dave Va_nk_leek Dave Schafer Govoni Land Services 05/31/04 05/31/07 07/04/04 09/20/07 Lisa 508-428-0440 Land clearing _ _ __ P_ eter Govoni__ In Place/DM Design 01/20/04 01/20/07 02/18/04 02/18/07 Kitchen and Bath Design J & J Concrete 07/13/04 07/13/07 01/01/05 01/01/07 508-457-1131 Foundations JAG Cleaning Corp, 05/07/04 05/07/07 08/25/04 08/25/07 508-477-7497 M&M Cleaning Cleaning Sub Contractor General Liability Workers Comp Contact# Johnson, Steven 04/25/04 04/05/07 04/25/04 04/05/07 Framer _ Just Us Country Furnishings 05/23/05 05/23/07 10/24/04 10/24/07 Gerald Morgan Interior Trim/Built Ins Kitchen Appliance Mart and 08/12/04 08/12/07 01/01/05 03/08/07 508-771-222lx4 Appliances Kitchen Creations 03/30/04 03/30/07 01/22/04 03/08/07 508-775-5311 Cabinets L & M Glass Co, Inc 05/01/04 05/01/07 05/01/04 05/01/07 508-778-6888 Mirrors, shower doors _ Lauder, Jeffrey R. 12/09/04 03/10/07 508-420-0538 Bobcat 221-1046 Lawrence Ready Mix 12/31/04 01/01/07 07/01/05 07/01/07 Concrete Suppliers MAP Insulation Co, Inc 03/01/04 10/01/07 08/01/04 10/01/07 508-888-3599 American Building Systems Umbrella Peter Taylor Insulation Gutters 03/01/04 10/01/0 Meagher Construction 06/19/04 09/02/07 06/23/04 06/23/07 508-726-3202 Framer Morse, Richard W. Sr. 03/10/05 03/10/07 07/30/04 10/11/07 508-888-8489 Cellar/Garage floors Northern Sealcoating Inc 07/01/04 01/22/07 04/01/04 04/01/07 508-398-9474 Driveways (paving) ----- ------- - — - --- -- Pro Fence 03/26/04 03/26/07 03/26/04 03/26/07 508-394-4800 Custom Fencing _ _ _ _ Reed, Mel 07/21/04 07/21/07 07/21/04 07/21/07 508-775-1616 Sheetrock Ryder & Wilcox Inc 11/22/04 11/22/07 11/22/04 11/22/07 — — Whiteley, W. Vernon 10/01/04 10/01/07 10/03/04 10/03/07 508-945-1100 jPlumbing & heating Qom. RACE LN. O w ®8® � m 0 e 2 PO4,D 9Oa° 3 / / LOCATION MAP F FOR REGISTRY USE ONLY `9 i ®® I i13 I � �� r ®� ;.I --- -•per ' I 1 7 I < /7 a` 19 .26 20 27 ----------------- v 26 29 3® vv ty, 32 33 34 35 39 4®47 a 59 41 78 \ '\Y 49 46 77 50 52 53 54 j I, 79 56 clowl ( 65 r ------'— 6® 63 % q 66 I 7`Y 62 6� ASSESSORS MAP 45 PARCEL 17 46 5 I 68 „ 62 3 73 �� PRESENT ZONING: RESIDENCE-F ( R-F) ----------i ��LB S L--- 72 7/ 69 R GROSS AREA 1 104.7 ACRES ! GROSS AREA ROADS 8 CUL-DE-SACS 42 ACRES 8. /.' �\ j I 1 i 7® �� WETLAND (BOGS) AREA; 6 ACRES ` -- -- ;- ' \ 76 75 I CERTIFY THAT THIS PLAN CONFORMS TO THE 1976 RULES AND REGULATIONS OF THE REGISTERS OF DEEDS. - , I �/ /tbv-25./990 ,I�'leli F DATE 'REGISTERED LAND SURVEYOR • � � � � �+' s� .ass .� DATE APPROVED SUBDO /ISION PLAN OF LAND IN MARSTONS MILLS, BARNSTABLE, MASSACHUSETTS DATE SIGNED 2 - 'Z - 8 SCALE I" = 200' NOVEMBER 1980 BARNSTABLE PLANNING BOARD 0 100 200 400 600 800 1000 1200 0 -\ f- 8011ABNUON LAND SURVEY CO. A — I„w larn??2F ,�J?r9?^r,wLERK OF THE TOWN OF 9i D1ffiSAfVT ST. PERIMETER BY EDWARD E.KELLEY, MERCER BARNSTABLE,HEREBY CERTIFY THAT THE NOTICE OF WEST 8R/DOEWA TER,MASS. ENG.CORP..a BOHANNON LAND SURVEY CO. APPROVAL OF THIS PLAN BY THE BARNSTABLE PLANNING i�y/o g BOARD HAS BEEN RECEIVED AND RECORDED AT THIS - PHOTOGRAMMETRY BY COL—EAST (APRIL 1980, OFFICE AND NO APPEAL WAS RECEIVED DURING THE CONCEPT AND PRELIMINARY DESIGN BY TWENTY DAYS NEXT AFTER SUCH RECEIPT AND DEANE LA':iREiJCE, A.L.A. (! V RECORDING OF SAID NOTICE. CALCULATIONS BY GRETE M.'BOHANNON,R.L.S. DATE BARNSTABLE TOWN CLERK SHEET ONE OF ELEVEN SHEETS r` 3 3S, _ /4S q qq„ O F .39 S.B. ro ' o O o0 N O C- 4 0) ® N cv 44,0/6 S.F /.0//AC. N N � A N M 0 a N O m m N 0 En N/F DOROTHEY SHPETNER R; _ "0.00T=41.0 _ ET AL A=8/ 133.91/9 m SA, S 87° 12 40" E HERS m w ;_S.B. R°33.91 S 850 34' 51" E 262'e T=33.91' 20.01 214.63 S 86° 38' A=53.27 S 85° 34' 51" E 12 E_ 261.62 / i N 220.00 _ r m " z ® z 4 / A m N ° O 6 6O 59 N - N 0 0 < 0 0 47,600 S.F.f w D � 49,500 S.F. S.F. f 'i /.093 AC.f A N m /./36 AC 1 / �O m 0le A F D N n o < to m / o " o S 87° 12' 40" / V ' E 210.00., �p 53 0 S 87° 12' `40" 218 f _ / COMP. LINE E 425 S-S/6'3505"W 100.00' 20.00 43 C .00 20.59 54 A=20. �( R=50.00 S �/11 f A=15708 A=25.00 T=34.21 2 S/,000S.F. f T=12.77 A=26.58 e00 O 0', /./7/AC. f ti p T=13.61 /oo�0 A=25.QO T=12.77 sso p 00„ ti S O, CA O Se 00 0 �7 w 0 o oo m o 0 = m 00, 52,300 S.F.f o,l - o p 3�p a 0 ° a m m 1 n w 1 m /fin 20, 00„ y I co y i /40 t E r C I 56 I_ r I � Flo 0 nN 'o 68,000 S.F-i 1.561ACfui II n n y Q) ,I 0, 00 r , 65 a 11 F A z Q/D/ ))—,E 1 , Z ' I ` 9 N 84° 40 00 E c� / 150.00 f `N :zt n \ 6 6 R1 m //" COMMON LOT 1N 1 Ow 119,400 S.F-i // m // Z.74/AC.f m 0 / Z m / • 4 } ,� 0 0 /Sq.w �0215. 01 °r ' rn o s A 36031S wz C.B._ ` N/F FRA m �4 NCES R. PITTENREIGH m _v �1 �0 ET AL. i m m 06/28/2007 16: 40 5084777633 DUNNING&KIRRANE PAGE 02/02 15083625065 03:06:50 p.m. 06-28-2007 1!t . � D00AM1 P:GF 028 ' 344... "Itm a tp; • CERTIFICATE OF PPERFORMANCEPian Board 0454 1 �°' � � (tovottaM Applmvef RNema ' �' eornstable. Maesoefttroees,..0erabors.2L.:.19-6L. r' The undersl,n , lsming o majority of the Planning Board of Barnstable, Momachulens, hereby i II : catilfy the)tho requirements for work on the ground called for by the Covenant dared%t:bhuaXY-3......, I- 19-81 and recorded In .......Bnrn .. ut"Lo.. ........... Olsrrlo Deeds, book ................. Page..........9......�,300 � �! I bar registered on Carr)1ltoto of Tltle No. ................... In Registration Book................. Page.................. hove been comolmed to the on i0aufan of the Manning Board as to the fo�llo,wring emu-notated lots shown i "Whlritleberry" Plon of LnnA r8[oIC�611iiAesveedl°Flan Back ` y on Plan anilifad ...., , rf a1eI'C. IGiu�cccer, o+muc I r Pion ............. (or registered in said Land Registry Disrrtp, plan Book ......._.,.........., Plan ...........-_-..) I, and.sold lots are hereby reieated from the restrktlons as to We and building specl0ed thereon. Lort designated on said Olen el falla.s: III !gr,.�?.t,.. •...��.t,.,�Pa..4.9.•sz,...4?...5.7....Sa.....85.r...G4............................... .�W....,... r _ ... ............._...,............,..,,.,...._._.,....•..•............................................................................. y� ......................................................................... ........_................................................._..i1u t+fi. . .��.. e. !•'i• „`,4drTAMa.. :..t .�.�lr`sS....... vlatnnning Board �l. of tha raven of I,p ..............I _-..•.•....,..,................................................., Barnstable- I COMMONWEALTH OF MASSACHUSETTS i Hn=natable October 21, l Anne Crarton-Rodgerts _.............._... ., . --.... ..ISA..... .. ......._.............. aid .........anw of the oboe named nwmbers of thil Planning Then pevaoriatly ......................•......... . Board of the Town of Barnstabla,Mosoochusens and oek lodged the foregoing insirurnent to he the free en and deod of sold Planning Board,brfote me. i .._....... t Norary Publle =�" I My commisdtsa etpireat ....... 7 I After recording raturn to: Town of Barnatnble Planning Board Town Office ldsin St. ��E :�•�1� , t Hyannis,. (+.sae. 02601 , •' NOTARY': e 4' I;iC � liL�lil1� ' •ii ' 4 1• ��} I . °FTMErti Town of-Barnstable Regulatory Services 9 � Thomas F.Geiiler,Director Building Division _ Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 - office: 508-8624038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder , .. . . j T .. the.subjectprope-r�r.. ........._... ._ hereby authorize t3A-Y-51 DF---13j11Lb.)A49-, /!Ve- : . .to`act on my..behalf,. in all matters relative to work authorized-by this building.perm3t•applicationfor: ! !( u/,44,eS g�,F we, ry1A2S7Gq/s rY16LGs (Address of Job) ; ignature of r Date T- CDTF Print Name BK1��2 P�13 41SE3= QUITCLAIM DEED PronertLAddress: 94 Waters Edge,Marstons Mills, MA I,NEIL R. FEE-LEY, TRUSTEE OF CLIFTON REALTY TRUST, u/d/t i dated February 12, 1982 and recorded at Barnstable Registry of deeds in Book i 3435,Page 296,of 21 Johnnycake Road, Centerville, MA 02632 for consideration paid and in full consideration of ONE HUNDRED SEVENTY-TWO THOUSAND FIVE HUNDRED AND 00/100($172,500.00) grant to PHILIP L. COTE and VERONICA T. COTE, Husband and Wife, as tenants by the entirety, of 147 Lake Shore Drive, East Wareham, MA 02538 WITH QUITCLAIM COVENANTS a certain parcel of vacant land situated in Barnstable(Marstons Mills), Barnstable County, Massachusetts,described as follows; Lot 57 on a plan entitled "Whistleberry Subdivision Plan of Land in Marstons Mills, Barnstable, Massachusetts Scale 1" = 200', November, 1980, Bohannon Land Survey Co., 99 Pleasant Street, West Bridgewater, Mass.", which said plan is duly recorded with Barnstable County Registry of Deeds in Plan Book 349,Page 53 through 63 inclusive. For Title see Book 3435, Page 301, to which reference may be made for easements,restrictions, rights of way, and matters of record. The undersigned,NEIL R. FEELEY,being the only Trustee of CLIFTON REALTY TRUST under declaration of trust dated February 12, 1982, and recorded at Barnstable Registry of Deeds at Book 3435,Page 296, hereby certifies as follows; i • BK 12292 PSG 1 a4 41 SG3 1) 1 am the sole Trustee; 2) The Declaration of Trust has not been altered, modified, amended or terminated since its recording, except that which may already appear of record at said Registry of Deeds; 3) No beneficiary is a minor, incompetent, a corporation selling all or substantially all of its assets, or a personal representative of an estate subject to tax liens; 4) The beneficiaries of the Trust have authorized and directed the Trustee to Execute a Deed granting 94 Waters Edge, Marstons Mills, MA to Philip Cote and Veronica Cote for the sum of$172,500.00. WITNESS my hand and seal thiQft�day of May, 1999. 0 " g n -i CLIFTON REALTY TRUST � µ M t �. n tillo CAO y: L . F ELEY, Trustee COMMONWEALTH OF MASSACHUSETTS Barnstable,ss Mayay,, 1999 Then personally appeared the above named NEIL R, FEELEY,TRUSTEE OF CLIFTON REALTY TRUST, and acknowledged the foregoing instrument to be the trust's free act and deed as aforesaid, before me Notary Public-Er Kelly Druker My commissiq expires: ubsla003 r.� i;, Ln v 'glclientsldeedslwatersedge.doc r� U7 BARr ASTABLE COUNTY n top c REr nY OF DEEDS t►I '-a OPY,ATTEST JO N F.M&N —ROVER BARNSTABLE RECNSTRYOF DEEDS n, %E- Q SMOKEDETECTORS n FtRE DEPARTMENT DATE^C� �unnnnuuu mm�mnum ■■'■■ ■J - . ® -. �� - (� �1 Ih I1 OO III I] ■■ ■ ■ ■ ■■ ! 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Zi �.'I —'-� II 11 'ram l_J C G'-e I I I k u ae Tie 2 eie• I—I i/� ��u) ll -6' 7-G BILL IKJli� Cis I�_i) '' ' I C ---- ----------- -- -- MA.I.Y. sa ,m v sII ® ND) .. MASTER .r---r .V _ ruaRr ff' ® L. L'.+'-r BATH I I OG9E7 I, S VY 1 fI ® —�c uFAMILT c E4 d ' TILE ' 1 9fl L6 ' I STEEL rA L' 0 Ra'IS il]q� � a ` Z a h4 ry -i_r--lS fie•A.F.F. I POST TIC-DIN uTE d b �.r--�\ �I 3L7 ` yn• I A�II 3We I (2)9 VA•LYL'S FLWSW . I I . ) �+ VNDYR BEARING WALL ABOVE I3'-A• 5'-b' I F01'ER W V aN is AI _ I ® a8 I WW g gG : G ue 00 T/e'AO 9Ie' I GARAGE I CWDE W W J b - cone.x.ue I CO ;' 2R i I I - t -1 Tnbo E.n• I 'I �k "� '-a� 1 L G 16 d9 y B 6 A NOTE. W FIRST FLOOR FLAN ]St ti WFIiMEAD DOOR I 9 CVEWIEAD DOOR WNDM DEBK.VATIOIY ARE �• W 12'TRANECYI LILJR 17 TRANSOI Ufi1T ANCFS@1 NINOLWe. ALE: 1/4' '-O' SHEET '-1' 9'-G' 3'-1' D'-5• 6'-G' 6'-G' S'-G' S'i• AB 7-1• �'-O' YBj O-'T Tg•-y DRAWN BTU KW DATE 5/IT/d) 9'd V4 L'-0• - G'-le' L'-9• G'-9• 6'-0' 9'-Y T-Y �N� 1 . \ I /• = u a Lai Ll GIs a2 E+@ E Q a2, Li I.u) murk (J --------- f � // \\ MEDIA RLbM o�m t lIU L F9 f9 • a�5. I 1e LAUNDRY .Q --- LoJ NJ g;l (mLlw 2fi 8 t"urn MC F � 2 _ I 'G�-a Ir-s 9i.• — t il..l `W `� -- [ D g nw e I I `¢a n.vutet I�° I BATH 71 '4 __.__— u — _ HALL II III r e 2A — s W w ��7*1 G W W Z o _ — .. '. (9)C12 W W 24 a %QI 9Ie• c / e F .wr]cTaa+ u s 1 0 3 ds•muw.MCMT EEDROOM u3cr I{1-r-ID' r--ID• q CAfBET 9'-c' 1 5'-8• I A Ep ' 9'-G' •-.� Tsi' � � d T-0' SHEET .'-d .'_b• SECOND FLOOR PLAN A4 �.-0. SCALE.1/4' . 1'-0• DR wN BT.KH' �3 ez'.d k - - - -a,-- -- -- -- --- -li l II 1 I 2.101— I • = I''I 1 e 14•0.c. i a • l is l I :I �� , I ------- 1 J ,_j y� � o 177 \\� J �I ------ (e)were MDeR KMLL ( (• n d I I zxlae zxlo'e 20 I Ib•o.c. a I6•o.c. �\\ �0 12•o.c. �. I I I I b (5)AMT8 UmeR WALL1,�L L: !' IT 1 I'I 4'G' I r p I i Li :J Ir''I _ I JL- J .' G' w-a m - COTE RESIDENCE 1= =_ 'LI L'La EVII iL m = 94 WATERS EDGE DRIVE u r a ��•pLa 9 �1' PLAN 9 �� Lam= , fl � - =.��. �'�' _ � '•fl�:�. r •v Ifl Vf)) ..9 k•, . RIDGE VENT ' a[c RIDGE^11VtD ;t. LINE. RIDGE Q• 1�_JI LI ^ OErCNO ASPIMLT 9HINGL[J i0. . �O k. 6/e•CDR 9NEATNING (I I) Q 0 �R50 Te9GLV8 INSYL tWNTA1N NR SPAC I.— IN,� ..1 `.. CONT.VENTING DRIP EDGE a a LL O L; �)11 .CJIII"I. n�Q ` Q I 1>m FASCIA � �`\ '':� �I) ,u• 0. `` 10 ____ aP^.✓ ._ �UIJ a �.e Nc wu_ I awn.rdrrrsvn/DN. � y` Im ME✓U BOARD i FIQILDING IJJI Go, 4� KE eOGiO� BATH HAL_ MED14 I I vs rsr.STUDB a z+•o.c. �s mlarwo. (faErcrm) leE,•a+D) ii ! b•F.G.E L _ CI L I'D 12•PLTWOCO SNFATNING if/ nLI�O�� BWA''PPLLY 19t✓PFIr.COR .\'.I CED/rR KO.AP5OARV.IN FRL1T U L"I lJ _ _ FAMILY fl 1 �. ___ ____-__ �..-- ______ __ I ..I-- KC.SWNGLE!SIOa9 nArd SGPFIT Nary aNde 3 iclH_o. _ """"--wa"a"l e 'e'E<n" I NNi01 eTM ePan _ I (G1111 P.EARING rinLl. 11 Fljt4f_PILGR --------- •-- I !'Il'I 'q a•ale ear erxl� I,i, a nAaT>Q Bcra•y o �nroSN PLLLR eewlD I Sir rzr -� i i �S 10'CAUt91S - -5 V"La1LT COWI'N J: b•FIBEQGLASS INSUL 1'11UI' �109 1 li'O.G. '�Ci r'r� IJ (jU)) pL FLYER DINING ..T.2rb N +el n sEAL s-artD aRr Anla+La AT a I IIz __ BASEMENT I' - I FINIS" 1FiG.R ' 1 1 III DES" IRML I/2'LAur LDLIR4IS e 5 BRNX gT 11(IIIli111 IiII at-z, IIR O.G. ------ ar1D'9 I Ib'O.C."""Ir1111rtr� '�! P.T.an0'911 ti•O.C. !VY GONG.SIdH 9 3 0 GRr - 1 I i HASEJ'IENT Q F I I I m•-a I Wly � LJ U� 5 Ilr LALLT taLlJFom e'CQY.wALLs W W 10-4• -- 9'-.• q•-0' e• GMP PRWF SM4.GRADE '3 SEGTIGN -�, Z rI I 5"r GwG.SLAB / N W O ''.,-GALE: 1/4' 1'-O• �.. W �v m u W w SW VQ 3 A SECTION c SCALE, 1/4' - I'-O' SWEET A� JOBr 0207 OR—.By, KM DATE, 5/707 J 0A a) rya it (9)h10 GIRDH3 � � 'ram P II o �1 u�il (a)a r LVL vurv+ I =T-P r1 0 IDi — 'Gf IT MIR ------- �b'� LJ Ir 211 . I�'O.0 I 111 s)mo aRceR �I� II• rat q yr vie rwsR I II / LTs (u) - - n 4 � pol e� c.J (J PA t" 1 a Ch I SECOND FLOOR FRAMING FLAN FIRST FLOOR FRAMING PLAN t1U 0 obi SCALE:1/5' I'-0' SCALE, 1/8' I'-O' . Q" 1] D y� 1017 'ZQ10 > W Z Z lu o W J . o z N . WW Q D00RRm1TFA V 6 2 D �—Ll•fLIIID LLEM lop Qlo � vAu-ers •auaD ovER• n > vALLers cuRvm SHEET sum DWtIFlt RIME W.211Z TTP. l �y ' RAFTF3L4^ueW.li'O.C. 1j/—,�` / u.:m RDrw ROOF PLAN ROOF FRAMING PLAN 02m .SCALE: 1/8' - I•-O' SCALE: 1/6' - I'-O. VR fiT: K. DATE: a 80, 761 LOT 57 0 52.300 SFt N -y F OAF #7 O� CONCRETE FOUNDATION Its 2� 8 3�3 #s $4 #3 MIDDLE POND 62 140•t t DCE #99-082 FOUNDATION PLOT PLAN PREPARED DCCLUSNELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. NOT FOR ANY OTHER USE LOCATION 94 WATEKS EDGE MARSTONS MILLS, MA SCALE : 1" = 40' DATE : SEPTEMBER 24, 2007 REFERENCE ASSESSOR'S MAP 62 PARCEL 45 PREPARED FOR: LOT 57 PB 349 PG 59 SH 7 PMLI !,,,�O g I HEREBY CERTIFY THAT THE STRUCTURE dp��NOF1`�gLk4. SHOWN ON THIS PLAN IS LOCATED ON THE y�� °C '' TIMOTHY GROUND AS SHOWN HEREON. o`' H, v' T offeoe-xs-4MI CC)VELL =y 1 r=5W 310_M _ v No.38035 Sn� down cope engineering, Inc. (� a�X�g -w-,f aV1L ENGINEERS — —' V LAND SURVEYORS DATE SAND SU OR 9J9 Maln Street — YARMOU7HPORT. MASS. Richard J. Bertrand, P.E. ■ Consulting Engineer ■ Civil/Structural (781) 843-0256 FAX: Same skiman@beld.net October 15, 2007 _ TO: Bayside Building, Inc. 3 Bayberry Road x Centerville, MA 02632 RE: Invoice for: Cote Residence architectural plans Structural Engineering review and design Professional Services:' $400 Review of engineering drawing package, structural engineering design of, and calculations for, steel beams and- LVLs (both floor and roof beams, nine (9) beams total count). P.E. stamping structural calculations, creating pdf files and forwarding them to Fine Line Architectural for submittal to the Building Department for a Permit. 84 Saint Lawrence Street Braintree MA 02184 Multi-Loaded Beam(AISC 9th Ed ASD 1 Ver: 6.00.81 By: Richard Bertrand , RICHARD J. BERTRAND, P.E. on: 10-14-2007 : 3:55:54 PM Proiect: COTES RESIDENCE- Location: 261 Between Family and Dining Room Summary: A992-50 W 10x22 x 18.0 FT Section Adequate By: 324.8% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center= 0.15 IN Live Load: LLD-Center= 0.06 IN = U3330 Total Load: TLD-Center= 0.21 IN = U1020 Center Span Left End Reactions (Support A): Live Load: LL-Rxn-A= 846 LB Dead Load: DL-Rxn-A= 1917 LB Total Load: TL-Rxn-A= 2763 LB Bearing Length Required (Beam only, support capacity not checked): BL-A= 0.66 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 846 LB Dead Load: DL-Rxn-B= 1917 LB Total Load: TL-Rxn-B= 2763 LB Bearing Length Required (Beam only, support capacity not checked): BL-B= 0.66 IN Beam Data: Center Span Length: L2= 18.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 18.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 94 PLF Dead Load: wD-2= 41 PLF Beam Self Weight: BSW= 22 PLF Total Load: wT-2= 157 PLF Trapezoidal Load 1 Left Live Load: TRL-Left-1-2= 0 PLF Left Dead Load: TRD-Left-1-2= 150 PLF Right Live Load: TRL-Riqht-1-2= 0 PLF Right Dead Load: TRD-Right-1-2= 150 PLF Load Start: A-1-2= 0.0 FT Load End: B-1-2 9.0 FT Load Length: C-1-2= 9.0 FT Trapezoidal Load 2 Left Live Load: TRL-Left-2-2= 0 PLF Left Dead Load: TRD-Left-2-2= 150 PLF Right Live Load: TRL-Riqht-2-2= 0 PLF Right Dead Load: TRD-Right-2-2= 150 PLF Load Start: A-2-2= 9.0 FT Load End: B-2-2= 18.0 FT Load Length: C-2-2= 9.0 FT Properties for: W1Ox22/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 10.17 IN Web Thickness: tw= 0.24 IN Flange Width: bf= 5.75 IN Flange Thickness: tf= 0.36 IN Distance to Web Toe of Fillet: k= 0.66 IN Moment of Inertia About X-X Axis: Ix= 118.00 IN4 Section Modulus About X-X Axis: Sx= 23.20 IN3 Radius of Gyration of Compression Flange + 1/3 of Web: rt= 1.52 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: lk&• FBR= 7.99 Allowable Flange Buckling Ratio: �F Mq AFBR= 9.19 Web Buckling Ratio: : P��N Ss4c WBR= 42.38 Allowable Web Bucklinq Ratio: • • y> tiG� AWBR= 90.51 Controlling Unbraced Lenqth: • 2 Limiting Unbraced Length for Fb=.66'Fy: Z RtCHARO Lb= 0,0 FT Allowable Bending Stress: BERTRAND ► Lc= 5.15 FT cn s Fb= 33.0 KSI Web Height to Thickness Ratio: STRUCTURAL h/tw= 39.38 Limiting NO,2989d Web Height to Thickness Ratio for Fv=.4' �� h/tw-Limit= 53.74 ' Allowable Shear Stress: ,o q �� ♦ Fv= 20.0 KSI Design Requirements Comparison: �'9pF FCIs , G� Controlling Moment: SSION M= 12434 FT-LB 9.0 Ft from left support of span 2 (Center Span) ►► •• , Critical moment created by combining all dead loads and live dsI�__onn sj an(s)2 Nominal Moment Strength: `� �� 2Lz�'�w Mr- 63800 FT-LB Controlling Shear: '\ -Zoo-? 2763 LB At left support of span 3(Right Span) 15 r�T Critical shear created by combining all dead loads and live loads on soan(s)2 Multi-Loaded Beam[AISC 9th Ed ASD)Ver:6.00.81 By: Richard Bertrand , RICHARD J. BERTRAND, P.E.on: 10-13-2007:8:52:11 PM Proiect:COTES RESIDENCE-Location: Beam 2132 Header Over Dining/Breakfast Areas Summary: -- A992-50 W8x24 x 15.0 FT Section Adequate By: 132.0% Controlling Factor: Moment Center Span Deflections: Dead Load: DLD-Center- 0.14 IN Live Load: LLD-Center- 0.18 IN=U1018 Total Load: TLD-Center- 0.32 IN=U560 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 1165 LB Dead Load: DL-Rxn-A= 1394 LB Total Load: TL-Rxn-A= 2559 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.79 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 7576 LB Dead Load: DL-Rxn-B= 4975 LB Total Load: TL-Rxn-B= 12551 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.79 IN Beam Data: Center Span Length: L2= 15.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 15.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 0 PLF Dead Load: wD-2= 75 PLF Beam Self Weight: BSW= 24 PLF Total Load: wT-2= 99 PLF Point Load 1 Live Load: PL1-2= 8741 LB Dead Load: PD1-2= 4884 LB Location(From left end of span): X1-2= 13.0 FT Properties for:W8x24/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 7.93 IN Web Thickness: tw= 0.25 IN Flange Width: bf= 6.50 IN Flange Thickness: tf= 0.40 IN Distance to Web Toe of Fillet: k= 0.79 IN Moment of Inertia About X-X Axis:. Ix= 82.80 IN4 Section Modulus About X-X Axis: Sx= 20.90 IN3 Radius of Gyration of Compression Flange+ 1/3 of Web: rt= 1.77 IN Design Properties per AISC Steel Construction Manual: Flange Buckling Ratio: FBR= 8.12 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 32.37 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limitinq Unbraced Length for Fb=:66*Fy: Lc= 5.82 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio: h/tw= 29.1 Limiting Web Height to Thickness Ratio for Fv=.4*Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 24776 FT-LB 12.9 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 57475 FT-LB Controlling Shear: V= 12551 LB 15.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: Vr= 38857 LB Moment of Inertia(Deflection): OF MAS� Ireq= 35.49 IN4 1= 82.80 IN4 RICHARD GJ' • � BERTRAND 4 10, J STRUCTURAL ► N0.29894 ► Is ► SSIONA\. d 15 Coco-7 Multi-Loaded Beam[AISC 9th Ed ASD 1 Ver:6.00.81 Bv: Richard Bertrand , RICHARD J. BERTRAND, P.E. on: 10-14-2007: 3:58:15 PM Proiect:COTES RESIDENCE-Location: Beam 2133 Second Floor Media Room Under Exterior Wall Summary: A992-50 W8x31 x 14.0 FT Section Adequate By: 79.9% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.14 IN Live Load: LLD-Center= 0.25 IN=U670 Total Load: TLD-Center= 0.39 IN=U432 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 6482 LB Dead Load: DL-Rxn-A= 3570 LB Total Load: TL-Rxn-A= 10052 LB Bearinq Lenqth Required(Beam only,support capacity not checked): BL-A= 0.83 IN. Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 6482 LB Dead Load: DL-Rxn-B= 3570 LB Total Load: TL-Rxn-B= 10052 LB Bearing Length Required(Beam only, support capacity not checked): BL-B= 0.83 IN Beam Data: Center Span Lenqth: L2= 14.0 FT Center Span Unbraced Lenqth-Top of Beam: Lu2-Top= 0.0 FT Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 14.0 FT Live Load Deflect. Criteria: U 360 Total Load Deflect. Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 926 PLF Dead Load: wD-2= 479 PLF Beam Self Weight: BSW= 31 PLF Total Load: wT-2= 1436 PLF Properties for:W8x31/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 8.00 1N Web Thickness: tw= 0.29 IN Flange Width: bf= 8.00 IN Flanqe Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.83 IN Moment of Inertia About X-X Axis: Ix= 110.00 IN4 Section Modulus About X-X Axis: Sx= 27.50 IN3 Radius of Gvration of Compression Flanqe+ 1/3 of Web: rt= 2.18 IN Design Properties per AISC Steel Construction Manual: Flanqe Bucklinq Ratio: FBR= 9.19 Allowable Flanqe Buckling Ratio: AFBR= 9.19 Web Bucklinq Ratio: WBR= 28.07 Allowable Web Bucklinq Ratio: AWBR= 90.51 Controllinq Unbraced Lenqth: Lb 0.0 FT Limitinq Unbraced Lenqth for Fb=.66'Fy: Lc= 7.16 FT Allowable Bendinq Stress: Fb= 33.0 KSI Web Heiqht to Thickness Ratio: h/tw= 25.02 Limiting Web Heiqht to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controllinq Moment: M= 35182 FT-LB 7.0 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 75625 FT-LB Controllinq Shear: V= 10052 LB 14.0 Ft from left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strenqth: Vr= 45600 LB Moment of Inertia(Deflection): Ireq= 61.13 IN4 ►��AA �� 1= 110.00 IN4 OF MqS, SUA�� N to S�RUC ► , i v N0.298?.; ►�FFSS100b��4 I SOCT. 6-M Multi-Loaded Beam(AISC 9th Ed ASD I Ver:6.00.81 BY: Richard Bertrand ,RICHARD J. BERTRAND,P.E.on: 10-13-2007: 11:43`:18 PM Proiect:COTES RESIDENCE-Location: Beam 266 Main Garage Beam Summary: . A992-50 W12x30 x 26.0 FT Section Adequate By:26.6% Controlling Factor: Moment of Inertia Center Span Deflections: Dead Load: DLD-Center- 0.37 IN Live Load: LLD-Center- 0.66 IN=U471 Total Load: TLD-Center= 1.03 IN=U304 Center Span Left End Reactions(Support A): Live Load: LL-Rxn-A= 6136 LB Dead Load: DL-Rxn-A= 3613 LB Total Load: TL-Rxn-A= 9749 LB Bearing Length Required(Beam only,support capacity not checked): BL-A= 0.74 IN Center Span Right End Reactions(Support B): Live Load: LL-Rxn-B= 5235 LB Dead Load: DL-Rxn-B= 2530 LB Total Load: TL-Rxn-B= 7765 LB Bearing Length Required(Beam only,support capacity not checked): BL-B= 0.74 IN Beam Data: Center Span Length: L2= 26.0 FT Center Span Unbraced Lenqth-Top of Beam: Lug-Top= 0.0 FT i Center Span Unbraced Length-Bottom of Beam: Lu2-Bottom= 26.0 FT Live Load Deflect.Criteria: U 360 Total Load Deflect.Criteria: U 240 Center Span Loading: Uniform Load: Live Load: wL-2= 368 PLF Dead Load: wD-2" 123 PLF Beam Self Weight: BSW= 30 PLF Total Load: wT-2= 521 PLF Point Load 1 Live Load: PL1-2= 1803 LB Dead Load: PD1-2= 2165 LB. Location(From left end of span): X1-2= 6.5 FT Properties for:W12x30/A992-50 Yield Stress: Fv= 50 KSI Modulus of Elasticity: E= 29000 KSI Depth: d= 12.34 IN Web Thickness: tw= 0.26 IN Flange Width: bf= 6.52 IN Flange Thickness: tf= 0.44 IN Distance to Web Toe of Fillet: k= 0.74 IN Moment of Inertia About X-X Axis: Ix= 238.00 IN4 Section Modulus About X-X Axis: Sx= 38.60 IN3 Radius of Gyration of Compression Flange+ 113 of Web: rt= 1.73 IN Design Properties per AISC Steel Construction Manual Flange Buckling Ratio: FBR= 7.41 Allowable Flange Buckling Ratio: AFBR= 9.19 Web Buckling Ratio: WBR= 47.46 Allowable Web Buckling Ratio: AWBR= 90.51 Controlling Unbraced Length: Lb= 0.0 FT Limiting Unbraced Length for Fb=.66'Fy: Lc= 5.84 FT Allowable Bending Stress: Fb= 33.0 KSI Web Height to Thickness Ratio'. h/tw= 44.08 Limiting Web Height to Thickness Ratio for Fv=.4'Fy: h/tw-Limit= 53.74 Allowable Shear Stress: Fv= 20.0 KSI Design Requirements Comparison: Controlling Moment: M= 57863 FT-LB 11.18 Ft from left support of span 2(Center Span) Critical moment created by combining all dead loads and live loads on span(s)2 Nominal Moment Strength: Mr= 106150 FT-LB Controlling Shear: V= 9749 LB At left support of span 3(Right Span) Critical shear created by combining all dead loads and live loads on span(s)2 Nominal Shear Strength: . >>Aw� Vr= 64168 LB Moment of Inertia(Deflection): > ��o Ireq= 188.01 IN4 ��OF M ASS9cyG 1= 238.00 • IN4 r O RICHARD cJ*v g BERTRAND V STRUCTURAL N ► NO.29894 > 9FGISTtiP�G��'• >>FSS10N ALL�N BO�SE� Double 1-3/4" x 9-1/4" VERSA-LAM® 2.0 3100 SP Floor Beam12134 BC CALCO 9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Saturday, October 13, 2007 22:25 Build 91 File Name: Cotes Residence.BCC Job Name: Cote Residence Description: Under Bedroom No. 2 Address: 94 Waters Edge Drive Specifier: KEVIN WERNER City, State,Zip: , MA Designer: KEVIN WERNER/RICHARD BERTRAND Customer: Company: Fine Line Architectural Design, Osterville, MA Code reports: ESR-1040 Misc• w w 13-04-00 BO,3-1/2" LL 1600 lbs 61, LL 1600 lbs DL 594 Ibs DL 594 Ibs Total Horizontal Product Length=13-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area(psf) Left 00-00-00 13-04-00 30 10 08-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 6819 ft-Ibs 51.4% 100% 1 1 - Internal be verified by anyone who would rely on End Shear 1844 Ibs 30.0% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U351 (0.441") 68.5% 1 1 particular application.Output here based Live Load Defl. U481 (0.321") 74.9% 1 1 on building code-accepted design Max Defl. 0.441" 44.1% 1 1 properties and analysis methods. Span/Depth 16.7 44 1%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 Post 3-1/2"x 3-1/2" 2194 Ibs 24.7% 23.9% Spruce-Pine-Fir (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 2194 Ibs 24.7% 23.9% Spruce-Pine-Fir BC CALC®,BC FRAMERS,AJSTm, ALLJOISTS,BC RIM BOARD rm BCIS, Cautions BOISE GLULAMTM,SIMPLE FRAMING Column at Bearing BO analyzed for bearing only, column analysis has not been performed. SYSTEMS,VERSA-LAMS,VERSA-RIM Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. PLUS®,VERSA-RIMS, VERSA-STRANDS,VERSA-STUDS are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Connection Diagram �{b d a Ic 1 �A •� • • : Of MASS4''t • �P yG a minimum=2" c= 5-1/4" ;_� Aa0 `P b minimum=3" d= 12" g gER NANO Cn Member has no side loads. i Connectors are:16d Common Nails •J 29894�0 i .o RFGis •►►�FFSSIONM-�C��a Page 1 of 1 Le-It--r 2h67 Double 1-3/4" z 9-1/4" VER SA-LAW-2.0 3100 SP--- " 'Floor Beam12B5 BC CALCO 9.5 Design Report- US 2•spans No cantilevers 1 0/12 slope - Saturday, October 13, 2007 23:06 Build 91 File Name:,-Cotes R&idence.BCC Job Name: Cote Residence Descri tion'LVL Car in Beam Over Garage rear Address: 94 Waters Edge Drive Specifier: KEVIN WERNER 9 (rear) City, State,Zip: , MA Designer: KEVIN WERNER/RICHARD BERTRAND Customer: Company: Fine Line Architectural Design, Osterville, MA Code reports: ESR-1040 Misc• ( I7 1 7 _- 44 �.� a. �,r�. ,per �,�r �• �'�`-g�,��.;,.�,�,. ` ��''K,eE-r?�.�r: .'��•�> .��,�`��^�`_'t.�-FS it"�xa,Y'ir.R'"��t4 � '"A��.��u�.'.a�t:45�'*�i��'',��{s'��,''r..^�3^.�'[':��.-�:ur'�.�3:.:3?a�ie Y'f'.a�f 12-03-00 . B0,3-1/2" 12-03-00 B2,3-1/2" LL 659 Ibs LL 1803 Ibs LL 659 Ibs DL 683 Ibs DL 2165 Ibs DL 683 Ibs Total Horizontal Product Length=24-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 24-06-00 0 0 16-00-00 2 Second Floor Unf.Area (psf) Left 00-00-00 24-06-00 30 10 03-00-00 3 Attic/Ceiling Unf.Area (psf) Left 00-00-00 24-06-00 10 10 03-00-00 4 Bearing Wall Unf. Lin. (plf) Left 00-00-00 24-06-00 0 75 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3105 ft-Ibs 23.4% 100% 14 1 -Internal be verified by anyone who would rely on Neg. Moment -4770 ft-Ibs 35.9% 100% 18 2-Left output as evidence of suitability for End Shear 1061 Ibs 17.2% 100% 14 1 -Left particular application.Output here based Cont. Shear 1742 Ibs 28.3% 100% 18 2-Left on building code-accepted design Total Load Defl. U986(0.146") 24.3% 16 2 properties and analysis methods. Live Load Defl. U1692(0.085") 21.3% 16 2 Installation engineered wood products muss t be e in accordance with Total Neg. Defl. -0.011" 2.2% 16 1 current Installation Guide and applicable Max Defl. 0.146" 14.6% 16 2 building codes.To obtain Installation Guide Span/Depth 15.6 n/a 0 1 or ask questions,please call (888)234-0056 before installation. %Allow %Allow BC CALC®,BC FRAMERS,AJS"" Bearing Supports Dim.(L x W) Value Support Member Material ALUOISTS,BC RIM BOARD- BCIS, BO Post 3-1/2"x 3-1/2" 1341 Ibs 13.7% 14.6% Hem-Fir BOISE GLULAM-,SIMPLE FRAMING B1 Beam 3-1/2"x 3-1/2" 3968 Ibs 0.3% 43.2% Steel SYSTEMS,VERSA-LAMS,VERSA-RIM B2 Post 3-1/2"x 3-1/2" 1341 Ibs 13.7% 14.6% Hem-Fir PLUS@,VERSA-RIMS, VERSA-STRAND®,VERSA-STUD®are Cautions trademarks of Boise Wood Products, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. L.L.C. Column at Bearing B2 analyzed for bearing only, column analysis has not been performed. Notes Design meets Code minimum(U240)Total load deflection criteria. Design meets Code minimum(U360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. • . �P��pF MASSgc.,G�. . Z 13ERIPANO � o S1;;UC-rUaAL `") b. i .v NO,20394 ► • 90,9F—IS ► FSSIONA.. Page 1 of 2 BO�SE� Triple_1-3/4" x'9-1/2" VERSA-LAM® 2.0 3100 SP RB1 BC CALC®9.5 Design Report- US 1 span I No cantilevers 0/12 slope Saturday, October 13, 2007 18:17 Build 91 File Name: Cotes Residence.BCC Job Name: Cote Residence Description: Dormer Bedroom 3 Right Side Header Address: 94 Waters Edge Drive Specifier: KEVIN WERNER City, State, Zip: , MA Designer: KEVIN WERNER/RICHARD BERTRAND Customer: Company: Fine Line Architectural Design, Osterville, MA Code reports: ESR-1040 Misc: �:. ..:.mow S-'a".:t rk'3't�',` a.e .,:Js� fi'.[^.'" .�'Fyei-�` ..�'+i-t' '�"at3;":f r.. -,`t. _3.. ..*. - w '�-• :Sz�".�-�x;�?i.� "�<"- ..- �.u'r „"'*'-,k'y.rykl��,+..�„i�''t�,�r 7.rx,.'t_s7�...} -t�".t'�, i ti �� T� ��•,�, ��; ,(�• '�.' , � �'?. �"w :.'a'�Ci#-'{'' -a.:_x : s � `"n5....a,.�`:.�i'�r�'cza_ av'�1:._-¢ • iS�.�!ls'�c� ,a? 12-06-00 BO,3-1/2" 81 DL 670 Ibs DL 645 Ibs SL 891 Ibs SL 859 Ibs Total Horizontal Product Length=12-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf. Area (psf) Left 00-00-00 12-06-00 0 0 16-00-00 2 R63 @ Top(Other Side of D... Conc. Pt. (Ibs) Left 02-00-00 02-00-00 570 875 n/a 3 Header Below Conc. Pt. (Ibs) Right 02-00-00 02-00-00 570 875 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3014 ft-Ibs 12.5% 115% 2 1 - Internal be verified by anyone who would rely on End Shear 1546 Ibs 14.2% 115% 2 1 - Left output as evidence of suitability for Total Load Defl. U1188 (0.124") 20.2% 2 1 particular application.Output here based Live Load Defl. U2126 (0.069") 16.9% 2 1 on building code-accepted design Max Defl. 0.124" 12.4% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.5 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 3-1/2"x 5-1/4" 1561 Ibs 21.0% 11.3% Hem-Fir (888)234-0056 before installation. B1 Hanger Load n/a 1504 Ibs Unspecified n/a Hanger BC CALC®,BC FRAMER®,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIG, Notes BOISE GLULAMTM,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum(U360) Live load deflection criteria. PLUS®,VERSA-RIM®, VERSA-STRAND,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram �{b - d a O O c �— OF MASSAC e o 0 00A,"N a minimum=2" c=4-1/2" 4 g t3E gZPV csu`P� � O 9saA b minimum= 3" d= 12" e minimum = 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, �FESSIONP��+ please consult a technical representative or professional of Record. ►�� Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails 15cT 20 67 Page 1 of 1 i i - Bp�$E� Triple,-1-3/4" x=9=1/2"-VERSA-LAMO 1_.7 2660 SPA RB2 BC CALC®9.5 Design Report-US 1 span No cantilevers 1 0/12 slope Saturday, October 13,2uO7 18:16 Build 91 File Name: Cotes Residence.BCC Job Name: Cote Residence. Description:-Dormer Bedroom 3 Left Side Header Address: 94 Waters Edge Drive Specifier: KEVIN WERNER City, State,Zip: , MA Designer: KEVIN WERNER/RICHARD BERTRAND Customer: Company: Fine Line Architectural Design, Osterville, MA Code reports: ESR-1040 Misc: ��`,^" {.gyp!� �$..:SF��' G{nt`'^. ,�.� y 'i�y+r3.'�� `r�'�j3�.th+t'��,�].��+'' F i t;�T�;..} .../•�,T1'a Cc i-- a +•g:,r ��• t • ....t s i � � �.. ` ��'�, `vl..r ,�i'_..� :y�.•Y"'t• 1�a�.r.V- 1F� � � 4.t.•FA5 L�1 44 �y$�. '�?_ `�.�' �(J'�`Y.w�•�,.6 � '� .+ "''t .,.fi.,u c'r ..:� �. S:iK�'"t..i4aysa.. �Yi a. ...��w1.•1.e% 12-06-00 B0,3-1/2" LL 67 Ibs 81 749 Ibs LL 732 Ibs DL DL 645 Ibs SL 49 Ibs SL 126 Ibs Total Horizontal Product Length=12-06-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf Left 00-00-00 12-06-00 0 0 16-00-00 2 RB3 @ Top Conc. Pt. (Ibs) Left 02-00-00 02-00-00 570 875 n/a 3 Header Below Conc. Pt. (Ibs) Right 02-00-00 02-00-00 875 570 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 2727 ft-Ibs 15.2% 100% 1 1 - Internal be verified by anyone who would rely on End Shear -1366 lbs 14.4% 100% 1 1 -Right output as evidence of suitability for Total Load Defl. U1010(0.146") 23.8% 2 1 particular application.Output here based Live Load Defl. U1807(0.081") 19.9% 2 1 on building code-accepted design Max Defl. 0.146" 14.6% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 15.5 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 3-1/2"x 5-1/4" 1561 Ibs 21.0% 11.3% Hem-Fir (888)234-0056 before installation. 131 Hanger Load n/a 1504 Ibs Unspecified n/a Hanger BC CALC®,BC FRAMER®,AJS-, ALLJOIST®,BC RIM BOARD- BCIG, Notes BOISE GLULAM-,SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEM®,VERSA-LAM®,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUS®,VERSA-RIM®, Design meets arbitrary(1") Maximum load deflection criteria. VERSA-STRAND®,VERSA-STUD®aretrademarks of Boise Wood Products, Connection Diagram L.L.C. ++{b d a 0 0 c e 0 0 0 F RIC: RD GJ, BERI D ► a minimum =2" c=4-1/2" '' STRUC7Ui L can b minimum= 3" d= 12" NO.2989'.; i e minimum= 3" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. ` S/ONALEN Nailing schedule applies to both sides of the member. ►►►♦♦�� Member has no side loads. *,— A Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 i Triple 1-3/4" x-9-1/2" VERSA-LAM® 2.03100 SP .RB3 BC CALCS 9.5 Design Report- US 1 span I No cantilevers 1 0/12 slope Saturday, October 13, 2007 17:59 Build 91 File Name: Cotes Residence.BCC Job Name: Cote Residence: Description: Dormer Header,Over Bedroom#3 Address: 94 Waters Edge Drive Specifier: KEVIN WERNER City, State, Zip: , MA Designer: KEVIN WERNER/RICHARD BERTRAND Customer: Company: Fine Line Architectural Design, Osterville, MA Code reports: ESR-1040 Misc: lm 1' s '�f ;i� µ ��.'hr',,cA# -1Av•. :7 1..w..-{��:"U,.�,.�4�k' -Y'i,y".',.k�,��'c .f-.:�.,.�b..ttS; utK,.��,r-y. "- s1.�^-.'4.�f iYY�.C?� WIN., WOO- : es WRA5 in. 10-00-00 BO 61 DL 570 lbs DL 570 lbs SL 875 lbs SL 875 lbs Total Horizontal Product Length= 10-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib 1 Standard Load Unf.Area (psf) Left 00-00-00 10-00-00 0 0 05-00-00 2 Snow/Roof Unf.Area (psf) Left 00-00-00 10-00-00 20 35 05-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 3613 ft-lbs 15.0% 115% 2 1 - internal be verified by anyone who would rely on End Shear 1207 lbs 11.1% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U1384 (0.087") 17.3% 2 1 particular application.Output here based Live Load Defl. U2286 (0.052") 15.7% 2 1 on building code-accepted design Max Defl. 0.087" 8.7% 2 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.6 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 Hanger Load n/a 1445 lbs Unspecified n/a Hanger (888)234-0056 before installation. B1 Hanger Load n/a 1445 lbs Unspecified n/a Hanger BC CALC®,BC FRAMERS,AJS-, ALLJOISTS,BC RIM BOARDTM BUS, Notes BOISE GLULAM- SIMPLE FRAMING Design meets Code minimum (U240)Total load deflection criteria. SYSTEMS,VERSA-LAMS,VERSA-RIM Design meets Code minimum (U360) Live load deflection criteria. PLUSS,VERSA-RIMS, VERSA-STRANDS,VERSA-STUD®are Design meets arbitrary(1") Maximum load deflection criteria. trademarks of Boise Wood Products, L.L.C. Connection Diagram i►{b d a 0 o c • e 0 • 0 • 0 . OF MASS�cy v • 2 ARD GJ, � a minimum =2" c=4-1/2" • o RICH ��• • � 6ERTF�AND �r b minimum = 3" d= 12" • puclo �' • e minimum= 3" - .0 st No.2sa 0.2989 4 Member has no side loads. Connectors are:16d Common Nails 490� FGISTE �G\�'� IONA�� Page 1 of 1 - - -- ------------ - --- --- ----- -- -_ ALL SYSTEM COMPONENTS SHALL BE -- -- -- -- -- - - SYSTEM PROFILE MARKED.WITH MAGNETIC TAPE OR LEGEND SYSTEM DESIGN" TOP FNDN. AT EL. 65.5' COMPARABLE.MEANS FOR FUTURE.LOCATION. . NOTES.. • " NOT TO SCALE) �9) ACCESS COVER TO WITHIN 6 OF FIN. GRADE � 100.0 PROPOSED SPOT ELEVATION GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER WATERTIGHT):TO ACCESS COVER To WITHIN 3" OF FIN. GRADE 1. DATUM IS APPROXIMATE NGVD a �� WITHIN 6" OF FIN. GRADE {r /F6-6-.0--'jMINIMUM .75 OF COVER OVER PRECAST /` 2% SLOPE. REQUIRED OVER SYSTEM 65.0' 2. MUNICIPAL WATER IS � AVAILABLE t � 100x0 EXISTING SPOT ELEVATION DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD I_ USE A 440 GPD DESIGN FLOW RUN PIPE LEVEL 2" DOUBLE O�LE PABR3TCONE 3. MINIMUM PIPE PITCH `TO BE 1/8" PER FOOT. -� 9 65.5 FOR FIRST 2 100 PROPOSED CONTOUR PROPOSED 1500 - 3' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHQ SEP11C TANK: 440 GPD (2) = 880 GALLON SEPTIC 100 EXISTING CONTOUR 63.75' 63.5' H- 10 a `�� USE A 1500 GAL. SEPTIC TANK TANK (H 10 GAS " , 61.38 o�d BAFFLE 61.55 p p p p O `p p p 171 5. PIPE JOINTS TO BE FADE WATERTIGHT. REF PREVIOUS DEP FILING SE3 3545 LEACHING: MIN 61.2' � ppED p pppp o ' ( 2.5X SLOPE) �6" CRUSHED- STONE OR MECHANICAL p p p p p p p p 0 6: CONSTRUCTION' DETAILS TO BE IN ACCORDANCE. WITH SIDES: 2 (39 + 10.8) 2 (.74) = 147.5 GPD COMPACTION. (15.221 [21) 2' I� p p p p I� I� p I� 0 59 2' MASS. ENVIRONMENTAL CODE TITLE V. BOTTOM 3.9 x 10.8 (.74) = 312.5 GPD DEPTH OF.FLOW = 4' S 1 9E SCOPE) ( R SCOPE) 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE TOTAL: 621 X S.F. 460 GPD INLET DEPTH - 10p BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. R� Middle Po ✓e�Rd. USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) OUTLET DEPTH = 14" 8. PIPE FOR SEP11C SYSTEM TO SCH. 40-4" PVC. NTH 2.5' STONE AT ENDS AND 3' AT SIDES LOCUS 10' SEPTIC TANK 40' D' BOX 20' LEACHING 5.7' 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED FOUNDATION FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP MA 10. CONTRACTOR' SHALL BE RESPONSIBLE FOR CALLING SCALE: 1" = 2,000'f APPROVED DATE BOARD OF HEALTH DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION BOTTOM TH 1 EL. 53.5' OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO ASSESSORS MAP 62 PARCEL 45 COMMENCEMENT OF WORK. 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE LOCUS !S WITHIN FEMA FLOOD ZONE C REMOVED 5' BENEATH AND AROUND THE PROPOSED TEST HOLE LOGS TEST HOLE LOGS ENGINEER: DAVID FLAHERTY, R.S. D A OJALA, SE ENGINEER: WATER'S WITNESS: DONNA MIORANDi, R.S. WITNESS: E. BARRY (BOH) DATE: JUNE 7, 2007 APRIL 22, 1999 EDGE DRIVE Q DATE: PERC. RATE._- < 2 MIN/INCH PERC: RATE . < 2 MIN/INCH A=26.58' 2' 73� CLASS i SOILS p# 11804 CLASS i SOILS P# 9405 R=50.00 ,� a� UTILITY CLUSTER a. c %, ELEC, TEL ELEV. ELEV. ELEV. ELEV: ' , _� „ `�" 4 63.5' � � 65.8' � 64.3' [� ELEV. 4 ELEV. I' 66.4 _ o� 0 0 0 0 p 64.0 0 65.0 J �S \�� \� A A A A - A A LS LS LS LS LS LS WATER SHUTOFF-', H�,,� 4" 10YR 3/2 5" 10YR 3/2 4" 10YR 3/2 5" tQYR 3/2 4" 1OYR 3/2 4" 1OYR 3/2 1 2 \ \ B B . B. B 8 B �L SL SL SL SL LOT 58 SL SL SPLIT \ EXISTING " 2.5Y 6 6 " 2.5Y 6/6 " 2.5Y 6/6j , " RAIL FENet/` HOUSE 36 / 63.4 36 42 62.3 30 2.5Y 6/6 " 2.5Y 6/6 61.0' 34" 2.5Y 6/6 , 60.5 61.8 36 62.2 O Vo 6� C C C C. C . C PERC _ PERC PERC MCS MCS MCS MCS MED/COS MED/COS \ 9 ° BENCHMARK: NAIL SET IN WHITE + �00 �� " PINE AT ELEV. 75.0, 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 2.5Y 7/6 5% GRAVEL 5% GRAVEL 5% GRAVEL 5% GRAVEL 120" 56.4' 120" 53.5' 120" 55.8' 120" 54.3' 126" 53.5.' 132" 54.0' + A PINE NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED LOT 57 \ 6' 52,300 SF IFS TH- 8" HOLLY LOT 56 \` \� � TH-1 A .• PROP. � #7 DOWNSPOUTS ARE TO BE CONNECTED TO DRYWELLS, OR STONE TITLE 5 SITE PLAN TH-2 \� `\ S�j , �� ,� TRENCHES AT DRIPLINE ARE REQUIRED FOR ROOF RUN-OFF. l H-; `, H 2A �/ NO WORK IS TO TAKE PLACE TO THE LAKE SIDE OF THE WORK OF ro 2 PROP. DWELL �� n LIMIT LINE OF STAKED HAYBALES/SILT FENCE. VISTA PRUNING #6 / - TOP OF FNDN/= 68.5' i , ONLY. IS PROPOSED WITHIN .THE 50 BUFFER ZONE.. TO THE �� WATER'S EDGE DRIVE \ , BORDERING VEGETATED WETLAND AND ONLY IN CONSULTATION I, \ i Q WITH THE CONSERVATION ADMINISTRATOR WITH CONSERVATION SAVE 16" BEECH THIS \ ,�o i� 5 / COMMISSION APPROVAL. AREA �\ \� o DECK MARSTONS . MILLS PROP. # \ i� i PROVIDE LOW MAINTENANCE GROUNDCOVER (INCLUDING GRASSES, \ `\ 14" MYRTLE, IVY AND THE LIKE) AND/OR LOW SHRUBS BETWEEN 50' PREPARED FOR FUTURE BUFFER ZONE AND DWELLING \ / PATIO #4 rna' s• / VISTA PRUNING AND SELECTIVE -THINNING OF EXISTING. VEGETATION =. SUCH AS POISON IVY AND BRIARS TO TAKE PLACE BETWEEN 50' PHILIP ' & VERONICA COTE \ / 3 /�? BUFFER ZONE LINE AND DWELLING \ ' APRIL 10 2007 3 STAKE \� �\ s� , # a MIDDLE PROVIDE FENCING, HEDGE OR THE LIKE AT 50 SETBACK LINE TO DATE , WETLAND FOUND \ � � / �o REVISED: ' JUNE 18, 2007 (ADDN. TH'S) s\ 2 / POND v Scate: 1"= 30' MEMEL- \ 57` 0 15 30 45 60 75 FEET +--56 1 0 #1 -55 _54 T °^ off 508-362-4541 -53 u fax 508 '362-.9880 -52 -51 1 50 49 48 ��` . ��SN Q� ` + OF a s ARNE H �� Gz ARNE down cape erg g I n e erI n g, it C. o OJALA H. ` + CIVIL OJALA ` Cl V11 ENGINEERS No. 30 92 No. 346 . Gi 0k�°<�`� � Ps. ��.. LAND SURVEYORS U 9J9 Main Street - YARMO(U TNPOR T, MASS. DATE ARNE H. OJALA, P. ., P.L.S. ryE #99-082 99-082_SP.DWG (DDF)