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0035 MENEMSHA LANE
,: ,, -- 1 ,� ti' i� Town. of Barnstable � E r Regulatory Services ,§f . Richard V.Scali,Directory / • Building Division +� MASS. $ Tom Perry,Building Commissioner 1639. 0 i iOTEn Mpt a 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us a � Office: 508-862-4038 Fax: 5087790-6230 Approved: Fee: Permit#: I 6n 0 12 - HOME OCCUPATION REGISTRATI t Date m0.Ke_ of Name: � QI f1P, ' -i- 5 I h�_AS Phone#: ;�n�` 77 ' '07� . ho nr: el l /� i/p ©nhne , -a4 Address: 55— &nem S�,a -J3 Village:, ( '�/���C////C� �OCCt:i .fa r mtr j Name of Business: S��5 1p�� 1"' U}S lrl }� F �np ��Se(( i �1 Cf .�,`5 -t f 2�{ Type of Business: ��th J ,v7 Qap/Lot: � INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home"occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling-. there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other thanes residential use;no increase in traffic above normal residential volumes; and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. _ • Such use occupies no more,than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. - • No traffic will be generated in excess of normal residential volumes. , • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter, odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials;in excess of . normal household quantities. • Any need for parking.generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There are no commercial vehicles related to the Customary Home Occupation,other than one van or.one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. ® No sign shall be displayed indicating the Customary Home.Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. o. No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit I,the undersigned,have read and agree with the above restrictions for my home occupation I am registering. Applicant V Date: Zb 7 Hnmenr..dnr. Rev.10.111.1 YOU WISH TO OPEN A USINESS?_ - For Your Information: Business certificates,(cost$40.00 for 4 years). A business certificate.ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give.you permission to operate:) You must first obtain:the necessary signatures on this.form at 200 Main St., f-Lyannis Take the completed form to"the Town Clerk's Office, 1st Fl.., 367 Main St., Hyannis,'MA.02601 (Town ,Hall) and get:the Business Certificate that is required bylaw. DATE: ( 2 IS Fill in please: ^ ' APPLICANT'S YOUR NAME/S: BUSINESS YOUR HOME ADDRESS: 35 MP,he M S Nn �-N• 7710 7'j&�Y r Ell der v, I F M/ OZ[o32 i r :vim TELEPHONE # .. Home Telephone Number. SUSS 7`7 9 - 07 2b r= � NAME OF.CORPORATION NAME OF NEW BUSINESS Pi4 In 15 TYPE OF BUSINESS (11��',1 nC{ t. i►`� �0 ��/ �,u.5 t rem 15 IS THIS A`HOME OCCUPATION? YES NO ,ADDRESS OF BUSINESS-S� � � 15 � Z G'5 AP/PARCEL NUMBER � ' � �9� (Assessing) . When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to,assist you in obtaining the information you may need. You MUST GO TO 200 Main St. -,(corner of Yarmouth Rd. &Main Street) to make sure you:have.the appropriate permits and licenses required to legally,operate your.business in this town. manic, buf: iib isni�1 thlcre 1. BUILDING CO MISSIO ER S OF ICE r� Mcieke ° on i� ..p U lacy( oaf This indivi al a en i of p mit re uir ments that pertain to this type of business. MUST`COMF'LY WITH HOME OCCUPATION Au h ze LE S.AND;REGULATIONs FAILURE�TO07'- ; C M EN S: AID, U 2. BOA D' HEALTH . This individual has been informed,of the, permit requirements that pertain to`this type of business. Authorized Signature*.* COMMENTS: 3. CONSUMER AFFAIRS (LICENSING AUTHORITY)_ This individual has been informed of the licensing requirements that pertain to this type of.business., Authorized Signature* COMMENTS: ..t s�g8 20 NE LANE N872615"W W 39.22, �i W cti ..... ::::...... 36.5' UNDA TIO LOT 28 A.M. 191-97 .b ti A.M. 191-30 h it LOT 29 A.M. 191-98 SHE ARE4=16462fS.F. S�B�B;20 E - 143g1• LOT 27 , A.M. 191-96 FLOOD ZONE "C" F' O UNDA TION CERTIFICATION RES ZONE "Rc" TOWN.• CENTER VILLE SCALE.• 1"=30' PL REF` 32898B—SH:2ELEV N/A SETBACKS- 20'-10'-10' �A Or . YANKEE LAND SURVEYORS �a�ZH 11.4-4 �® I CERTIFY THA T THE w ' �G`�TERFa°��� & CONSULTANTS. "FO UNDA TION" IS SHOWN ��= PSTEPHEN � P.D. BOX 265 ON THE PLAN AS IT EXISTS � DOYLE UNIT 1, 40 INDUSTRY ROAD a ON THE GROUND. ® ° ► MARSTONS MILLS, MA 02648 o��Q TEL• 508—428—0055 FAX 508—420—5553 o� JOB '> �� DATE.• 03-28-2008 NUMBER 54178FND " TOWN OF BARNST.ABLE BUILDING PERMIT APPLICATION Ma Parcel l Application# 66 q Health Division Date Issued` 3 Conservation Division ! Applicatio F Tax Collector Permit Fee l� Treasurer 315 Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address 3S- P eai�,�6 HA Village Owner a vk; Address 3 5 du 6,4,F!'ktS Telephone Permit Request 1?,J6a,, ! /"e Y,aa�S AIVIO Square feet: 1 st floor:existing proposed SUS 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuatio Construction Type (Ai y6-0 r4mv�-_-r Lot Size % C, C,`.", S.q F}, Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family &e'_ Two Family ❑ Multi-Family(#units) / Age of Existing Structure /� Z y/� S Historic House: ❑Yes Leo On Old King's Highway- ❑Yes amo Basement Type: M-17511 ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) ) Q, Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new D Total Room Count(not including baths):existing new C First Floor Room Count (O Heat Type and Fuel: 8Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes �o Fireplaces: Existing l New D Existing wood/coal stove: ❑Yes -Pfa� Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing P4e^w size-)VO, hed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes U No If yes, site plan review# Currknt Use Proposed Use BUILDER INFORMATION ' ►l�t � -- ,�I� �' Name 'e-� �`� Y �I v ``c-kd 6J Telephone Number z 6o Address 3`� K��''�� �VV��, License# �3e-LUA V V r Home Improvement Contractor# • Worker's Compensation# 7 9L o,;),-)w"7 ALL CONSTRUCTION DEB S RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE J F DATE 1 } » FOR OFFICIAL USE ONLY ° \ APPLICATION# DATE ISSUED . \ MAP/PARCEL NO { » ADDRESS . VILLAGE OWNER ƒ a . . $ DATE OF INSPECTION: � FOUNDATION f FRAME ® INSULATION - FIREPLACE / ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL . \ GAS: ROUGH FINAL . . ƒ FINAL BUILDING » \ � e z / DATE CLOSED Ouf' ASSOCITION PLAN NO. / ' . • / \ . . Table j=-Lly(eaMMaedj presesiptiva Faeksgei for Gae and Tira•F'anuly Residential BaitdLage Hesis@ wilt peril FFeh ' f H1A7CfMUMM Glazing Gluing Wing Wall Floor . Hiumr:d Slab 'SeaiiaglCoolirsg ArCLr('!a) Il-Yalue= R-YalIIe A-Value R-Ya111CI Wall `pesirLCw j�Rfi �cIC1C R vd=I Pao R-Value 570I to 63DO F1estlag Degrees Days 0 38 I3 19 0.4 14 d Normal � � 6 ldotrnsl . R 12% 0.32 30 19 -. 19 10. ��� g . "a 31 I3 I9 10 -6 Isla 036 38 13 29 ZIIA NIA. o�' T Q .Normal u 15% 0.46 31 19 I4 10 �' y 15% 0.44 31 13 23 NIA,* 1`�IA 85 AFUS W 13% am 30 19 19 10 S �AFUS I S'/r 032 31 •13 39 NIA NIA Normal Y 11%. 0.42 38 19 23 NIA NIA Nomu1 13% 6.41 31. 13 19 l4 S 90AFM 0.30 30 I9 t9 T4 8 Stf AFT7£ OF PROFE$TY. '•••� Y ��� C+�/ � ' I. AD 2, SQUARE FOOTAGE OF ALL EXTERIOR WALLS; 00 • F G•LA.ZING' 0 b g, SQUARE FOOTAGE 0 ALL r - , 4, a/o c3LAZING AREA.W DIVIDED BY'42): 3, SELECT PACKAGE(Q AA-sea chart above); 4� ; OtHER MORE INVOLVED NMTHODS OF DE i N1NG�qERGy REQDIREN� TS ARE AVAILABLE, AS K US FOR THIS WORMATIONI r , BMDINCYINSPECTOR APPROVAL: t. YES,. NO: q-ins-flo03Q3a �1HEA Town of Barnstable Regulatory Services r r r a. MAMI'E r Thomas F.Geiler,Director n;9. & Building Division. Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 62601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: 3S M A t V9 UU Q--- (Address of Job) b� Signature of Owner. Date Print Name If Property Owner is 'applying for permit please complete the Homeowners License Exemption Fornn-on the reverse side. QTORMS:O WNERPERMISSION Town of Barnstable �pF THE Tp�� Regulatory Services Thomas F..Geiler Director anxrtsTesLE, _ � 9 MA98. q,A 1639. per. Building Division rED � Tom Perry,Building Commissioner , 200 Main Street, Hyannis,MA 02601 www.to wn.b a r n s tab l e.ma.u s Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section.109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors;Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forTrrT s:homeexempt —Daniel R,,L Bmi"A P-E. A-2 4L.a fr- Vl LC- 7 L, -.L-ct -7 7- A-Z AL a6- UL ------------------- 7 ----------- -ji LAL -A-sow-—6-0 O JAL ' RAMSBEAM V2 . 0 - Gravity Beam Design 4 -i icenseO to Dan Braman, P.E. Job: Thomas, Centerville, MA Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W12X26 Fy = 36. 0 ksi Total Beam Length (ft) = 22 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0. 026 k/ft Line Loads (k/ft) : Distl Dist2 DLl DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 22. 00 0. 195 0. 195 0. 000 0 . 000 0. 520 0. 520 SHEAR: Max V (kips) = 8 . 15 fv (ksi) = 2 . 90 Fv = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 44 . 8 11. 0 0. 0 1 . 00 16. 11 24 : 00 16. 11 24 . 00 Controlling 44 . 8 11. 0 0 . 0 1. 00 16. 11 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 2 . 43 2 . 43 Max + LL reaction 5. 72 5. 72 Max + total reaction 8 . 15 8 . 15 DEFLECTIONS: Dead load (in) at 11 . 00 ft = -0 . 197 L/D = 1341 Live load (in) at 11 . 00 ft = -0 . 463 L/D = 570 Total load (in) at 11. 00 ft = -0 . 660 L/D = 400 i BOISE" � Triple 1-3/4" x 11-7/8" VERSA-LAM® 2.0 3100 SP Floor Beam\171301 BC CALCO 9.5 Design Report-US 1 span No cantilevers 0/12 slope Friday, January 11, 2008 07:15 Build 91 File Name: P Appleton_Thomas.BCC Job Name: Thomas Description: BEAM OVER DINING/KITCHEN Address: 35 Menemsha Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: ESR-1040 Misc: Vow 418 16-00-00 BO,3-1/2" B1 LL 3232 Ibs LL 3248 Ibs DL 1217 Ibs DL 1223 Ibs Total Horizontal Product Length=16-00-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 116% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 16-00-00 30 10 13-06-00 Load Disclosure Controls Summary Value %Allowable Duration Case Span Location Completeness and accuracy of input must Pos. Moment 16743 ft-Ibs 52.5% 100% 1 1 -Internal be verified by anyone who would rely on End Shear 3734 Ibs 31.5% 100% 1 1 -Left output as evidence of suitability for Total Load Defl. U376 (0.494") 63.8% - 1 1 particular application.Output here based Live Load Defl. L/518 (0.359")_ 69.5% 1 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.494" 49.4/0 1 1 Installation of BOISE engineered wood Span/Depth 15.7 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 Post 3-1/2"x 3-1/2" 4449 lbs n/a 48.4% Unspecified (888)234-0056 before installation. B1 Hanger Load 4"x 5-1/4" 4472 Ibs 57.6% 28.4% HGUS5.50/12 BC CALCO,BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD TM, BCI@, Cautions BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Member is not fully supported at post BO. A connector is required at this bearing. PLUS@,VERSA-RIM@, Column at Bearing BO analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are Header for the hanger HGUS5.50/12 at B1 is a Double 1-3/4"x 14"VERSA-LAM@ 2.0 3100 trademarks of Boise Wood Products, SP. L.L.C. . Hanger HGUS5.50/12 requires 56 1 Od face nails,20 1 Od joist nails. Notes Design meets Code minimum (L1240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary(1") Maximum load deflection criteria. Hanger Manufacturer: Simpson Strong-Tie, Inc. . Connection Diagram b d a 0 q c e 0 0 0 a a minimum=2" c=6-7/8" b minimum=3" d= 12" e minimum=3" Nailing schedule applies to both sides of the member. Member has no side loads. age ltoors�re: 16d Common Nails Double 1-3/4" x 18" VERSA-LAM® 2.0 3100 SP Roof Beam\R1301 BC CALCO 9.5 Design Report- US 1 span No cantilevers 0/12 slope Friday, January 11, 2008 07:15 Build 91 ` File Name: P Appleton_Thomas.BCC Job Name: Thomas Description: LIVING ROOM RIDGE Address: 35 Menemsha Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: ESR-1040 Misc: 12 $ r� / M sue.,, ..,a.�. =., x .�.A:.Xr. he, .ti✓i� 19-00-00 a.. ... , I; BO,3-1/2" B1,3-1/2" DL 2021 Ibs DL 2021 Ibs SL 4323 Ibs SL 4323 Ibs Total Horizontal Product Length=19-00-00 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 19-00-00 15 35 13-00-00 Load Disclosure Controls Summary Value %Allowable Duration Case 'Span Location Completeness and accuracy of input must Pos. Moment 28695 ft-Ibs 53.5% 115% 3 1 - Internal be verified by anyone who would rely on End Shear 5147 Ibs 37.4% 115% 3 1 - Left output as evidence of suitability for Total Load Defl. U426 (0.522") 42.2% 3 1 particular application.Output here based Live Load Defl. L/626(0.356") 38.4% 3 1 on building code-accepted design Max Defl. 0.522" 52.2% 3 1 properties and analysis methods. Installation of BOISE engineered wood Span/Depth 12.4 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 Post 3-1/2"x 3-1/2" 6343 Ibs n/a 69.0% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 6343 Ibs n/a 69.0% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO, BC RIM BOARD M, BCI@, Cautions BOISE GLULAMT"' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRAND@,VERSA-STUD@ are For roof members with slope(1/4)/12 or less final design must ensure that ponding instability trademarks of Boise Wood Products, will not occur. For roof members with slope(1/2)/12 or less final design must account for Rain-on-Snow surcharge load. Notes Design meets Code minimum (L/180)Total load deflection criteria. Design meets Code minimum(U240) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Member Slope= 0, consider drainage. Connection Diagram L�b �—d—� f 1 N a minimum=2" c= 14" b minimum= 3" d= 12" Member has no side loads. Connectors are: 16d Common Nails Page 1 of 1 �. Double 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam1F1302 BC CALCO 9.5 Design Report-US 1 span I No cantilevers 10/12 slope Friday, January 11, 2008 07:15 Build 91 File Name: P Appleton_Thomas.BCC Job Name: Thomas Description: BEAM AT KITCHEN/LIVING ROOM Address: 35 Menemsha Lane Specifier: City, State,Zip: Centerville, MA Designer: Joe Madera Customer: Peter Appleton Company: Shepley Wood Products Code reports: ESR-1040 Misc: 3 FA 7,777 � L ti, 15-00-00 60,3-1/2" B1,3-1/2" LL 2997 Ibs LL 843 Ibs DL 1925 Ibs DL 1114 Ibs SL 1706 Ibs SL 1706 Ibs 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% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 15-00-00 40 10 01-00-00 2 Unf.Area(psf) Left 00-00-00 15-00-00 15 35 06-06-00 3 Conc. Pt. (Ibs) Left 02-08-00 02-08-00 3240 1220 1 n/a Load Disclosure Controls Summary Value %Allowable Duration Case Span.Location Completeness and accuracy of input must Pos. Moment 16431 ft-Ibs 49.2% 115% 13 1 - Internal be verified by anyone who would rely on End Shear 6061 Ibs 56.6% 115% 2 1 -Left output as evidence of suitability for Total Load Defl. U442(0.395") 54.3% 2 1 particular application.Output here based Live Load Defl. U629(0.277") 57.2%- 2 1 on building code-accepted design o properties and analysis methods. Max Defl. 0.395" 39.5/0 2 1 Installation of BOISE engineered wood Span/Depth 12.5 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 Post 3-1/2"x 3-1/2" 6628 Ibs n/a 72.1% Unspecified (888)234-0056 before installation. B1 Post 3-1/2"x 3-1/2" 3663 Ibs n/a 39.9% Unspecified BC CALCO, BC FRAMER@,AJSTM, ALLJOISTO,BC RIM BOARD-,BCIO, Cautions BOISE GLULAMTM' SIMPLE FRAMING SYSTEM@,VERSA-LAM@,VERSA-RIM Column at Bearing BO analyzed for bearing only, column analysis has not been performed. PLUS@,VERSA-RIM@, Column at Bearing B1 analyzed for bearing only, column analysis has not been performed. VERSA-STRANDO,VERSA-STUD@ are trademarks of Boise Wood Products, Notes L.L.C. Design meets Code minimum (L/240)Total load deflection criteria. Design meets Code minimum (L/360) Live load deflection criteria. Design meets arbitrary (1") Maximum load deflection criteria. Connection Diagram �b d—� a I i, i a minimum=2" c= 10" b minimum= 3" d = 12" Connection design assumes point load is'top-loaded'. For connection design of'side-loaded'point loads, please consult a technical representative or professional of Record. Member has no side loads. Concentrated loads are not considered in side load analysis. Connectors are: 16d Common Nails Page 1 of 1 T C�a � `RA-AlVC Guide to Wood Coristructioti in High Wind fireas: .1.10 mph Wind Zone W k Q-Itef� .Massa'ch.usetts Checklist for Compliun.ce (780 CMR 5301.2.1..1)' Check Compliance 1.1 SCOPE Wind Speed (3-sec. gust)............................ ........ ......... ................................110 mph - v Wind Exposure Category................:................................................. ........................................................:....B 7 1.2 APPLICABILITY Number of Stories (a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories Roof Pitch .. .........(Fig 2) .................... :12-s 12:12 . .................................................... ....... ... . ................ MeanRoof Height ..............................................................(Fig 2)........,.............:........................,. ft s 33' BuildingWidth,W..........................................:....................(Fig 3)................................................ ft 5 80' V Building.Length, L ................:..............:..............................(Fig 3)...................................::............ . ft s 80' Building Aspect Ratio(L/W) ..................................... (Fig4 _<3.0 >................ -ur Nominal Height of Tallest Opening 2 ....:............ .........(Fig 4)................ ............................. �5 6'8 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)........:...................................:...........::...... ✓ " 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404,1 Concrete.................... .................................................. ................... ...........:..........:.....: Concrete Masonry .........:......................................................... 2.2 ANCHORAGE TO FOUNDATION'3 5/8't Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete onl Bolt Bolt Spacing from end/joint of late . (Fig5 .................................. •.......•....................... • Z in.5 6 in.. Spacing 9. ...... ......... .••.(Table 4) Bolt Embedment—concrete (Fig 5 ..-!in.z 7" .....................( 9 ).... Bolt Embedment—masonry....... ......................(Fig 5)..... ., in.z 15" Plate Washer............................. ..............................(Fig 5)..... ......... ..... . ..............z 3"x 3"x'W 3.1 FLOORS Floor framing member spans checked .......... (per 780 CMR Chapter 55) .......................... Maximum Floor Opening Dimension...................................(Fig 6)..... . .......... ........ ................. 0 ft s 12' / Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall"(Fig 6)...................................W.(•/A Maximum Floor Joist Setbacks _ Supporting Loadbearing Walls or Shearwall................(Fig 7)....: ..................... ......141A.....Oft 5 d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall.................(Fig 8).........................:..:...:.........�f 1? ..: 0 ft 5 d Floor Bracing at Endwalls..... _....................... (Fig 9)...:...................................... ....0.. ... Floor Sheathing Type .......................................... ..........(per 780 CMR Chapter 55).......... .........`7�... Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).......... .......a in.. Floor Sheathing Fastening.............................. ..............(Table 2)..._Z_d nails at min edge/ tLin field 4.1 WALLS Wall Height Loadbearing walls........... .(Fig 10 and Table 5) ...Nip ft 5 10' " Non_Loadbearing walls. alls... ......... ......... ............. ...(Fig 10 and Table 5)........ ................�ft s 20' Wall Stud Spacing ........................................................(Fig 10 and.Table 5).................... in.5 24"o.c. Wall Story Offsets ' (Figs 7&8).......:...:.:....................:..:.:..: b ft 5 d 4.2 EXTERIOR WALLS' Wood Studs Loadbearing walls. .2x ft 9 in.. .....:: .... . ...:.:.:.........:..........(Table 5).. ....::....:............. _ V Non-Loadbearing walls... ........ .............................(Table 5)..............................2x f - ft V in. Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10).... :...... :........:.......... • WSP Attic,Floor Length.........................:....................:(Fig 11)..., .. ... ft zW/3 : f t Gypsum Ceiling Length (if WSP not used)..:....:....:. (Fig 11).... _ft a 0.9W a and 2 x 4 Continuous Lateral Brace @ 6 ft. o.c. .. (Fig 11)................. or 1 x 3 ceiling furring strips @ 16"spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays Double Top Plate / l Splice Length .............................................:..........(Fig 13 and Table 6)...............::..................... ft- V Splice Connection (no. of 16d common nails) ............ (Table 6)........................................•...... .......... I AWC Guide to Wood Construction Wind Ai•eas: .1.10.mph Wind Zone Massachusetts Checklist .for Compliance (780 CMR53ot.z.1.t)' Loadbearing Wall Connections Lateral (no. of 16d common nails).......................... ....(Tables 7)..................:................................... 2 ./ Non-Loadbearing Wall Connections Lateral (no. of 16d common nails).............................. (Table 8)..................................................... 7 . Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table:9) Header Spans .................................. .................(Table 9)...................:.............. ft_in.:5 11' SillPlate Spans ....................:............:......................(Table 9).................................. ft_in.5 11' Full Height Studs (no, of studs)............. ............... 7..... (Table 9)........................... Non-Load Bearing Wall Openings(record largest opening'but check all openings for compliance to Table 9) Table 9 ... ft O in. 5 12' ., Header Spans................................:.:..........................( )............... ................ Sill Plate Spans. .... ... .. ...(Table 9).................................. ft in.5 12 Height Studs (no of studs). ... (Table 9) ................................... ..... -'�� -Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest OpeningZ ... ........ ....... ........ ......... s 6'8' ✓ Sheathing Type........... ..... (note 4)..................:........ ......... .:.......... 1�K f Edge Nail Spacing....... .... ...................(Table 10 or note 4 if less)....................... in. Field Nail Spacing Table 10 in. Shear Connection (no. of 16d common nails)(Table 10).......... .... ar I i Percent Full-Height Sheathing...............:.......(Table 10).......... .... 0/0 o 5 6, ? o (Design Concepts)...... . .. 3� �b ��"Ai L_ 5/o Additional Sheathing for Wall with Opening>6'8" Maximum Building Dimension, L Nominal Height of Tallest OpeningZ................. ......... ... ............... ... Sheathing Type ..........(note 4).. .. .... G }r Edge Nail Spacing ....... Table 11 or note 4 if less Field Nail Spacing................... . .........I........(Table 11)..................... .....................:1j," in. Shear Connection(no.of 16d common nails)(Table 11)........................................................ Percent Full-Height Sheathing........................(Table 11)................................... .......4% 1 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Wall Cladding Rated for Wind Speed?............. ......................,........ ......... ... ....................... 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS-Website) Roof Overhang ...................................................(Figure 19)............. ft s smaller of 2' or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift.............. ......... (Table 12)....... . .. ........ . . ............U Z�� plf ✓ Lateral ..(Table 12).....:.......................................L=_L:7(Q plf Shear..............................................(Table 12)..................I..........................S= Of ' Ridge Strap Connections, if collar ties not used per page 21... (Table 13).. fZ �l. ....T=='plf Gable Rake Outlooker....... ........:.........................(Figure 20)......�.d ft s smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift........................... . ................(Table'14)............ .. ...... �P............U- lb. Lateral (no. of 16d common nails)...(Table 14).................... Ilk............L= lb. Roof Sheathing Type..... ............ .........(per 780 CMR Chapters 58 and 59) ............&0 Roof Sheathing Thickness ...: .... . ..................................... 5L in. ?7/16"Wes- Roof Sheathing Fastening ................ ..... ....(Table 2).......................... ........................... �`(O Notes: 1. This checklist shall be met in its entirety, excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. . Steel Straps per Figure 5 b.. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d.. All Straps per Figure 17 e. "Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception: Opening heights of up to 8 ft. shall be permitted when 5% is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. i i i 4� ATVC Guide to Wood Co►istawtioii h Hi lr Wind Ai-eas: 110 mph. 1I'ind Zo»e Mass, chusetts Checklist for• Co�i�pliance (7soclvnis3ot.z.r.l)` 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom. f panel. Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. - - v. Horizontal nail spacing at double top plates, band joists, and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment -WHEN THIS EDGE RESTS ON FRAMING use`sd NA CS Jr- -------T----- --- - Ell II qJ 11 11 1 Z 1 1 Ir g 1 C. - 1 11 n 1.1 - a �1 I Q�J IJ DCIU19lE NAILSPACWG PANEL_ ° v See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment 1 AWC Guide to Wood Construction in High Wind Areas•: 1.10 mph 'Wind Zone Massachusetts Checklist for Compliance (zso cMR 5301.2:1.1)' , 1u7� r is Z w r r FRAMING MEMBERS r EDGE INTERMEDIATE r s-raw. I i STAGGERED '—� 3"MIN. Tb JL PATTERN 7 PANEL PANG!EDGE DOUBLE NAIL EDGE SPACING DETAL Detall Vertical and Horizontal Nailing for Panel Attachment TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel a: - Application # r �� Health Division Date Issued a ie Conservation Division Application Fe Planning Dept. . _ Permit Fee Date Definitive Plan Approved by Planning Board. Historic- OKH Preservation/ Hyannis' Project Street Address J�'S— M6;ViF0q 'R� fi✓'y Village 2 V/L L F Owner �� ! 8 f Address_ �� F�vEt,'-I S�k4 Go1J. LF •(�� - uaw Telephone Otl 773 ,^0 7`Z 0 Per equestCJ" (\6, !XAL M4, o(,e�46-v� , ii'',,• 6 Q nce an �l J Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. 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 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 0 No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑existing ❑ new size _Shed: 0 existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ � Commercial ❑ CY+Yes ❑ No If yes, site plan review# �.;� !, Current Use Proposed Use , APPLICANT INFORMATION (BUILDER OR HOMEOWNER) - Name ':ZY&d,ld¢-.S Telephone NumberelMg/ ��r'�`�2-Ce Address AiffOVEM-S14' G-1\), License # Home Improvement Contractor# Worker's Compensation # A, ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO `5�rpS7-L�P. DATE SIGNATURE'��/ S}} f 1 FOR OFFICIAL USE ONLY APPLICATION# � I ATE ISSUED MAP/PARCEL N0. 3 `ADDRESS + VILLAGE OWNER DATE OF INSPECTION: ; FOUNDATION 312y/0- I 1 FRAME (9R) "71IO INSULATION 01c 71I o .r FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL I 4 1 GAS: ROUGH FINAL wFINAL BUILDING ; DATE CLOSED OUT I 4 ASSOCIATION PLAN NO. i °TIME r Town of Barnstable Regulatory Services MAn $ Thomas F.Geiler,Director 059..E� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY aA-) I, %&1/ pervisor Lic e. # ,hereby certify that I have assumed responsibility for the project under construction, as authorized by building permit#rx ucelLB�Ll-�Sl issued to (property address) 5 1W Ae✓r&6AA Z I-J• C01 U rFn-V f 116 on 200y The following documents are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form(if applicable) copy of my Home Improvement Contractor registration (if applicable) 3 Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) ZZZn CENSE HOLDER DATE QUJ y2� q/forms/newcontrb I. The Commonwealth of Massachusetts- Department of Industrial Accidents Office of Investigations x 600 Washington Street Boston,MA 02111 s� www.massgov/dia a Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers, Applicant Information Please Print Legibly, �a leT0usmess/Organization/Individual): Address: ? 9_6�: Cix /State/Zi f/� /3� Phone.#: �-- ty P �N'� z.�y` Are you an employer?Check the appropriate box: Type of project(required):. ` 1.El am a employer with 4. E I am a general contractor and 1 --•6 `=New.c'p" onstruction employees(full and/or part-time).* have hired the sub-contractors .r- 2.❑ I am a sole proprietor or partner-' listed on the attached sheet 7.. .Remodeling 1 ' ship and have no employees These sub-contractors have g• ❑ Demolition workingfor me in an capacity. employees and have workers' Y P t3'• 9: ❑Building addition [No workers'comp.insurance :'• comp.insurance.;," t e- aired. 5. We are a corporation and its 10.❑ Electrical repairs or additions q ] _ C�3. I-am a homeowner-doing alf work officers have exercised tlieir, I LEI Plumbing repairs or additions .- yself., o workers, co "'" 12: Roof repairs m right of exemption per MGL utsurance re utred c. 152, 1(4),and we have no �..a i�qq .] § ., employees. [No•workers 13.El Other, comp.insurance required,] ., "Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such tContmactors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site' information. s j Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: k City/State/Zip: t Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of k Investigations of the DIA for insurance coverage verification. I do hereby certify under the pains and penalties of perjury that the information provided above is true and correct Sit?nature ''/��~ `j�f / ' `" fIa zc�o . Phone#• e!� 1�56 7-7 Sr' —b `7 2 b Official use only. Do not write in this area,to be completed by city or town official City or Town: ~Permit/License'# Issuing Authority(circle one ' 1.Board of health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: a Information and Instructions Massachusetts Geikeral Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this�statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implieoral or written." An employer is de ed as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing enga ed in a joint enterprise,and including the legal representative's of a deceased employer,or the receiver or trustee of individual,partnership,association or other legal'entity,employing employees. However the owner of a dwelling ho having not more than three apartments and who resides therein,or the ccupant of the dwelling house of another ho employs persons to do maintenance,construction or repair wor on such dwelling house or on the grounds or building ten, thereto shall not because of such employment be d med to be an employer." MGL chapter 152, §25C(6)also s tes that"every state or local licensing agency shall wi hold the issuance or renewal of a license or permit to o erate a business or to construct buildings in the commonwealth for any applicant who has not produced arc table evidence of compliance with the insurane coverage required." Additionally,MGL chapter 152, §25C(7) tates"Neither the commonwealth nor any of ifs political subdivisions shall enter into any contract for.the performance "public work until acceptable evidence of?ompliance with the insurance requirements of this chapter have been present d to the contracting authority." Applicants Please fill out the workers'compensation affidavit co letely,by checking the box s that apply to your situation and, if necessary,supply sub-contractors)name(s),address(es) d phone number(s)alon with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limite lability Partnerships( LP)with no employees other than the members or partners,are not required to carry workers'co ensation insurance. fan LLC or LLP does have employees,a policy is required Be advised that this affidavit y be submitted o the Department of Industrial Accidents for confirmation of insurance coverage. Also be sur o sign and d to the affidavit. The affidavit should be returned to the city or town that the application for the permit or 'cerise is ing requested,not the Department of Industrial Accidents. Should you have any questions regarding the la or if ou are required to obtain a workers' compensation policy,please call the Department at the number listed be w. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The epartment h provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investiga 'ons has to conta you regarding the applicant. Please be sure to fill in the permit/license number which will be us d as a reference n er. In addition,an applicant that must submit multiple permit/license applications in any give ear,need only submit o e affidavit indicating current policy information(if necessary)and under"Job Site Address"L'e applicant should write"al orations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town be provided to the applicant as proof that a valid affidavit is on file for future pe is or licenses. Anew affidavit mus be filled out each year.Where a home owner or citizen is obtaining a license or�pemut not related to any business or co ercial venture (i.e. a dog license or permit to bum leaves etc.)said person is kT required to complete this affidavit. The Office of Investigations would like to thank you in adv ce 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 Comm 'nwealth of Massachusetts Departr lent of Industrial Accidents ` Office of Investigations 600-Washington Street Boston,MA 02111 Tel. #617-72.7-4900 ext 406 or 1-877-MASSAFE Revised 11-22-06 Fax# 617-727-7749 www.mass.gov/dia r ��pTHETp� Town of Barnstable ~�. Regulatory Services m�S Thomas F. Geiler,Director MAS& 1639• .�� Building Division lED i1AA'I A Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 y ' www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION n Please Print DATE JOB LQCATION'`" s�� ✓ �hj V �J1/, numbbeer� street village �IHOMEOWNER"::,,_/.►��rT�v Z, �60"AI� C5 5�775 d9?, name home phone# work phone# CURRENT MAiLINGTADDRESS: /V6Vz5;WSIle Gam/ city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to A be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit.'(Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes, bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable.Building Department. minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. CSignature of er.Homeown Lam' "....:,,�:„ Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that. "Any homeowner performing work for which a building permit is required shall be exempt from the provisions { of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they.are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack ofawareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. T r Town of Barnstable Permit# j Expires 6 mo the from issue date Regulatory Services Fee BMMSTABLE, : Thomas F.Geiler,Director 9 MAM �� Building Division hu- Tom Perry,CBO, Building Commissioner V 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-8624038 Fax: 508=790-6230 EXPRESS PERMIT APPLICATION. - RESIDENTIAL ONLY Not Valid without Red X-Press Imprint jj Map/parcel Number 1 LA Property Address 010 nkr l/I I C� tl I/1 Residential Value of Work } Minimum fee of$25.00 for work under$6000.00 Owner's Name&Address F)C Ia n 1LJCk (� I oe Contractor's Name ;)e Telephone Number�R- Home Improvement Contractor License#(if applicable) ❑Workman's Compensation Insurance ®PRESS Check one: 6 2008 ❑ am a sole proprietor H),am the Homeowner ®�N OF BARNSTABLF ❑ I have Worker's Compensation Insurance T Insurance Company Name ? z Workman's Comp.Policy# Copy of Insurance Compliance Certificate must be on file. Permit Request(check box) ❑ Re-roof(stripping old shingles) All construction debris will be taken to ❑Re-roof(not stripping. Going over existing layers of roof) ❑ Re-side Replacement Windows/doors/sliders.U-Value (maxims *Where required: Issuance of thi's permit does not exempt compliance with other town department regulations,i.e.Historic,Conservation,etc. ***Note: Property Owner must sign Property Owner Letter of Per W ion. A copy of the Home Improvement Contractors License is required:--`` 7 t - jad./" SIGNATURE QAWPFILES\FORMS\building permit forms\EXPRESS.doc Revise020108 The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600.Washington Street. Boston, MA 02111 www.mass.govldia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Ledbly Name(Business/Organization/Individual): Address: Me 0 jM.S,ka ' �21j3Z City/State/Zip: �j k r V l �l e: Phone.#: 56f- 77 Are you an employer? Check the appropriate boa: Type of project(required): 1.❑ I am a employer with 4. ❑ I am a general contractor and 1 6. ❑New construction employees(full and/or part-time).* have hired the stab-contractors 2.ElI am a'sole proprietor or partner- listed on the attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors have g. ❑Demolition working for me in any capacity. employees and have workers' 9 ❑Building addition [No workers' comp.-insurance comp.insurance$ �] . 5. ❑ We are a corporation and its 10.❑Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their I LEI Plumbing repairs or additions myself[No workers' coin_ right of exemption per MGL 12.❑Roof repairs, insurance required.]t c. 152, §1(4),and we have no employees. [No workers' 13.❑Other comp.insurance required.] 'Any applicant that ebeclm box#1 must also fill out the section below showing their wmicers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractars and state whether or not those entities have employees. If the subcontractors have employees,they must prwidt:their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic.#: Expiration Date: Job Site Address: City/State/Zip: ` Attach a copy of the workers' compensation policy.declaration page(showing the policy number and expiration date). Failure to socure coverage as required under Section 25A of MGL a 152 can lead to the imposition of criminal penalties of a fine tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy-of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby c ' under the pains•and penalties of perjury that the information provided above is true and correct. Si afore: Date: — Phone# ' U" VIP Offuxal use only. Do not write in this area,to be completed by city or town offcciaL City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department I City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: Information and Instructions . Massachusetts General Laws chapter 152 requires all employers to provide workers' compensation for their employees: Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity, or any two or more of the foregoing engaged id a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having,not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair wo k`on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be med to be an employer." MGL chapter 152, §25C(6)also states,Ahat"every state or local licensing agency shall 'thhold the issuance or renewal of a license or permit to operate a business or to construct buildings in th commonwealth for any applicant who has not produced-acceptable evidence of compliance with the insuIance coverage required." Additionally,MGL chapter 152, §25C(7),states"Neither the commonwealth nor an70, 'f its political subdivisions shall enter into any contract for.the performanee,of public work until acceptable evidenc compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants 9 Please fill out the workers' compensation affida •t completely,by checking the oxes that apply to your situation and,if necessary,supply sub-contractors)name(s),addr s(cs)and phone number(s)a ng with their certificate(s)of insurance. Limited Liability Companies(LLQ or 'ted Liability Partnership (LLP)with no employees other than the members or partners, are not required to carry worke 'compensation insurance If an LLC or LLP does have employees, a policy is required Be advised that this adavit may be submitte to the Department of Industrial Accidents for confirmation of insurance coverage. be sure to sign and to the affidavit. The affidavit should be returned to the city or town that the application for permit or license is eing requested,not the Department of Industrial Accidents. Should you have any questions reg ding the law or if ou are required to obtain a workers' compensation policy,please call the Department at the n - er listed below Self-insured companies should enter their self-insurance license number on the!Epppriate line. City or Towii Officials { Please be sure that the affidavit is complete and printed legibly. The epartment has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Inve E ga ons has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be p as a reference number. In addition,an applicant that must submit multiple permit(license applications in any given\paned only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address" th iit should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped � by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permis ses. A new affidavit mustbe filled out each year.Where a home owner or citizen is obtaining a license or pernlated io any business or commercial venture (Le. a dog license or permit to burn leaves etc.)said person is Tdd to complete this affidavit.. The Office of Investigations would like to thank you in adv ce 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 CammonNVWth of Massachusdts11\ l g=bnent,af Industrial Accidents ofRceiof Investigations 600 Vdashinn Street , Boston,MA 02111 1 TO. #617-727-�90--0 ext'4-Qb or 1-977-MAS-SAFE Revised 11-22-06 Fax# 617-727-7749 VAMmass.gov(dia f R E °FtH ►�,,,ti Town of Barnstable Regulatory Services MASS. �,, Thomas F. Geiler,Director �AIF1639. 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 Builder I, , as Owner of the,subject property a hereby authorize to act on my behalf, in all matters relative to work autho ' ed by this building permit application for: en �LnIle- A�/1717 (Address of b) - ignature of Owner Date - Print Name If Property f r is applying for permit please complete the Homeo. ers License Exem ti 'Farm on the reverse side. { Town of Barnstable �F IHE Tp� Regulatory Services ' Thomas F.Geiler,Director • BARNSrABLE, v MASS. Building Division Tf0y Tom Perry,Building Commissioner . 200 Main Street, Hyannis,MA 02601 amiv.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: II INY� St�(JI�� Oij+YOU I '1 �number street village "HOMEOWNER": name home pphhone# work phone# CURRENT MAILING ADDRESS �/}�_: Y!1 le n l'n./� 1�-�baA _�i�J1 city/town state zip code ,The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s) who owns a parcel of land on which he/she resides or intends to reside, on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building.permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. e—'Nl�V ►'�J.J SiinitUTe of Homeowner Approval of Building Official Note Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1..1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board'cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. 'You may care t amend and adopt such a fomi/certification for use in your community. Town of Barnstable Regulatory Services s o; Thomas F. Geiler,Director 1 � � $ A2LE = anaxsTABLE, 9 MASS. s�e� Building Division 20:596 OEM �A�fo►+►p'� i Tom Perry,Building Commissioner + L 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us -----_ 1 NISI'N Office: 508-862-4038 Fax: 508-790-6231 PERMIT# >?&4lp ( ! 5 c( FEE: $ o? SHED REGISTRATION 120 square feet or less Location of shed(address) Village Property owner's name Telephone number /vx Size of Shed Map/Parcel# . 7,11 1b cj Signature Date Hyannis Main Street Waterfront Historic District? Old King's Highway Historic District Commission jurisdiction? 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:042506 191100 X, I #88 0� �: 191099 r, 6 X 191031 / #993 a� -- e S� it r 3 r X 4 191098 #35 0#1017 ., - ---------------- ------ x. --- 191096 1 a #116 i - + fr I i i — 191029_ N ----- ---- # 0 7 >> A y .._ _ — --- " .IOTE PARCEL LINES MAY NOT BE ACCURATE. The DISCLAIMER:This map is for planning purposes only. It parcel lines on this map are only graphic representations of may not be adequate for legal boundary determination or -_.p�„.....-_^'• � ""`^w„„„,„„„ 0 W 20 40 Feel '� sessoes tax parcels. They are not true property regulatory interpretation.This map does not represent an __ i botnda1'ies and do not represent accurate relationships to on-the-ground survey. - phys l objects on the map such as building locations. a* -_ 1 inch equals 40 feet -Ir �Ver The .Town of BarnStabie '� (3,�- Department of Health, Safety and Environmental Services HAM l Building Division s a�� 367 Main Street,Hyannis MA 02601 Office: 308 790-6227 Ralph MCrossen Fax: 308 790-6230 Building Commissioner Home Occupation Registmdon Dare 20 Name: �,�` ✓ - `i��G' '1.4-� Phone#: 17,7f-o V(7 villagm �iv>�������� Type of Businesr. L)WA1 AWE A7i?V 2L&J d&a /AMMaPILC DITEN'I. his the intent of this season to allow the residmts of the Tows of Barnstable to operate a home occupy on within single family dwellings,subject to the provisions of Sexton 4.1.4 of the Mxdn as dhm=c,provided that the activity shall not be discernible from outside the dwelling: them shall be no increase is noise or odor,no visual aiteration to the premises which would suggest anything other than a residential use;no incase in traffic above normal residential vohumes;and no increase in.*or gtotmdwates pollution. After registratsoa with the Buddmg iaspecoor,a c stoamarp home occupation shall be permitted as of right subject to the following conditians: • The activity is carried an by the permanent resident of a single family residential dwelling unit,located within.that dweTmgWait. • Such use occupies no more tban 400 square feet of space. • There are no etzaml eke ad to the dweffngwhkh are not custoamauy in residential bUIIdiags,and there is no outside evidence of such use. • No traffic wM be generated in eooess of na mad residential volumes. • The use does not involve the production of offensive noose,vibration+smoke.dust or other particular mattes'.odors,electrical disc awe,heat,glare,humidity or other objectionable effects. There is no storage err use of toads or hazardous materials,err flammable or explosive materials,in enacts of normal household gmxdties. • Any need for pzdCmg generated by such use shall be met on.the same lot.containing the Customary Horne Occupation,and not within the required fi nt,yard. There is no exterior storage or display of materials or equkm at. • There is no commercial vehicles related to the Cwmary Home Occupation,other than one van or one pickatp truck not to erred one ton capacity,and me trailer not to exceed M feet is length and not to exceed 4 tires,.parked an the same lot camsaiuuingthe C.ostemary Home Occupation. • No sign shall be displayed indicating the Cluncenary Home Oeazpatron• ff the customary Home occupation is listed or advertised as a business,the street address shall not be mdnded. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwellinguait. 4 the undersigned,have read and agree with the above restrictions for my home occupation I am registering: Applicant `%�? � 1� Date• , 00 Homeoc.dec e�Q�oFTNET TOWN OF BAR.NSTABLE t j HAHBSTALLE, i "6 o aar a' BUILDING INSPECTOR 01 APPLICATION FOR PERMIT TO ......... ... .......�,....... ... ..:.... . ........ ...... ......... ' oe TYPE OF JONSTRUCTION ., .. .. .. .... ....... .......... .. w y..-. . .19.. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: / Location ��..T......�.?...... .. .......N� `- .......................................................................................... Proposed Use� ..., ,,/ .... s +° .....'+!�.....................................................................:.................................. VL Zoning District .!4!-^ " ...................................................Fire District ...Cn.. .................................. Name of Owner !; !..!:- :.. `� ....ti Address .. � �t A.. . . n�:. Nameof Builder ........................................................... .....Address .................................................................................... 4� Nameof Architect ..................................................................Address ....................................................................,................ Number of Rooms ....s7-4,P.�....... ..........................Foundation ................. Exterior ' ..... . .... ............. ......4" ............................Roofing .... .. . ... ...:..,,. .... .............................. Floors ... ................. u,.............................................................Interior ........ .. . ... . ..... ....,>.!`:�,r� .................... HeatingF. ......7.4.....................:.........Plumbing ......../........................................................................ Fireplacer-.1 ................................................................Approximate Cost .... fie..0.!� ....................................... Difinitive Plan Approved by Planning Board ________________________________19________. Diagram of Lot and Building with Dimensions " — IIIIGIVG � �1 17 L-. � A/� - 7 d Ld U7' ® m C9 Ate . � Al � ! l � caC3 � z . ---YFAA 0- 3 LL- =� w ' w L Lu <<< v LU hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. /,00 Name . . ............. -... � / - � Daoe�, William E~ K��� r� � 1��@ . ' ~�- ~' - _' . ' l�A8 ' one story No -�����0- Permit for -----...-....---. single family ---....'..�---�.���-�..����.�.------- ~~�- ' Locohon�7�_�e_________________. Centerville } ' ---~----------------------'' � ��II�a� � Daoe� Owner ----______�___________. Type of Construction ......................frazom___ � ! -----.---------------.----- � �29 1 p|ct ---------. Lot --'-...------ | � Permit Granted ..........Juna.I8............... g 71 . . Dote of Inspection ------------lQ \ Dote Completed ...........�._.-�.~�� .lV � ' ~ PERMIT REFUSED ' -----_--------------.. lg -.------------------------- --.-.~.----------.---------.. ~~. -.-.^-----------.----.-------. - � ' ' » LJ� � ------~-'-^^^~'`'''~''-^^^^''-^-^^^^' f X ` Approved .............................................. lQ � ' ---------------.--.-.-~......-.. . -------`'--~---------'^~^^~^'- ` x I 1`( ` 1 V� • � , WEQUAQVET 28' „ ,2Q LA �' LA d, 3 22 W JJJ r PR POS D CIS , A DITI N ti //i/ii/i/'///✓/////i✓// , 36 5 - • z .. k , iocU T 28 r p - � '-,� ;• _ �. . . � � ' fit . A.M.. �191-97 DECK ,///„ t /".//,/ . US MAP � _ 8 SH.2 PLAN REF LC• 3289 B 4 �►. /////////,.//////// 4S. • 7 C • n o. , x r , ZONING ' SETBACKS' ti L 017 ZONE• PANEL NUMBER. ",250001 0005 C „DA ti o' A.M.. 19.1 O3 THE SEPTIC SYSTEM ; v r WAS.DRAW ' - -�, N FROM THE ., "PLOT i TOWN OF BARNSTABLE J PLAN 0�' LAND ti ••o•e•s SEPTIC,•, INSTALLERS 'CARD 3 LOCATED O: 'AT CO , r w + 1 J s• E CENTER.VILLE MA. , t° LOT -29 A.M , 191-=9 e SHE' AREA=16462f F S ---�®�, 4 �r p;h±�.s,, �� x PREPARED yF'OR• JANU ;g ARY 31, ;20 :. , `'® c� � •' REv �a ' F s REV. ti .. Ca v , ti (FND) . vZ✓�\ ti REV LOT 27 ' YANKEE SURVEY..c ONSULTANTS f -A.M. 191-96 _ 1, 4OB,,IND USTRY ROAD 'GRAPHIC SCALE" UNIT 20 0 10 20 40 P 0.• BOX 265 MARSTONS MILLS MASS. 02648 TEL• 4,28 '0055` FAX 420—5553 1 .inch '= 20 ft. SHEET 1 OF-1. JOB ,/! 54178 JF x r , I�? 41'-7■ 6'-3+ 10'-2* 9i_3■ 10'_2■ F - 13 5-9° _O■ , 26'_Oe S 13' O■ 3'-5■ - � �u TRANS 1 2" 2,0W FWG I00611-4 Rip ------------------- V r . . o o A- _ 5 , I v 24" 5 �n 431 ppp Q 0 Fro _ . 18:xS&e CWALF OLIJ WALL I I n w sell+ II I I y cz. LIVING ROOM 2A : BED PA20P7 " c . KITCWEN I e I I ILJL p w , Lu LINEN m - I _� �U U `I r w __ MUD ROOM I � s REMOVE I I i CL WALL N •, �DN T 0 / �° I H : - : Fr. COLUMN a - - r .. W*p 10 .. Apr FIRE N FE _ —9ETW1 GARAr.E-AND LIVING.SPACE. p� . STAIRS O'&• W O.C.`. f rPULL.DOVVN� p DED ROOM L—ABOVE ` CJ'! DINING ROOM —— Y EIED ROOM a p�p `I ABOVE WL.11 GI: ' , wl 2442 , 1 _ +n e co i t m `W J W .. - ,. 1 GARAGE ' W IMPORTANT' ; a w ANY C NSTRUCTION THAT INCREASES LIVI G SPACE: o k 1 W W _o ;2442 BEYON 1200 SQ.-FT, PER LEVEL MAY RE UIRE THE ; INS T TION 'OF ADDITIONAL SMOKE D TECTORS: - «, f: w NOTE: SEPARATE .PERMIT IS REQUIRED FOR THE,' �H Q 7!z9' oH: DOORS 1 L INSTAL TION OF SMOKE DETECTORS-THE LECTRICAL WITH TRANsoM oH.DOOR N J Z PERMIT DOES NOT SATISFY THIS REQUIREME T.' WITH TRANSOM CL - I �- o- w i ■ - - �. ■ i ■ - w 5 5 _ _ _ �' r 2 ' 2 9 i_ _ O 9 � . 6 _ 2 6 .. 2 _ 9-O __ 2 9 c _ I, .- :.=o::a an aaa ep n 22'-`1+ - _ - y,, - 26'-O■ 1B' 10" SMOK8 DET M • NGv c i to u� CARBON MONOXIDE ALARMS NOTES (n . MUST BE INSTALLED PER: i CS.7 .C, e� I A 'TA E B IL ON G DEPT. DATE - _ . ;� \ - ANNDERSF1DJw11NDOWSNS ARE SHEET 3 OF 5 MASSACHUSETTS BUILDING CODE \� ----------------- ��l m.. I s CONTRACTOR SHALL VERIFY n rr-.P LOCATIONS t DIMENSIONS PRIOR' FIRE DEPARTMENT DATE TO WINDOW ORDER t INSTALLATIONClio - , BOTH SIGNATURES ARE REQUIRED FOR PERh91TTINGCua6l �L[� ` NE W WA FIRST FLOOR= FLAN .�1.� 2 � toT c7y� REMOVE well r--- ---_ , y �, .. � .. 12 ® oo EXISTING ADDITION u - � FRONT � LTV ATION w r w SCALE: 114", 1'-0" - - W - J J to W U � I W W Q. 0 W ltJ W to ADDITION EXISTING to co SHEET 1 OF 5 REAR ELEVATION SCALE: 114" 1'-0" Al JOB: 0728 DRAWN BY: KW DATE:. 19/9A/9M, is { LL a HT V T'ION. SCALE: 1/4"-- 1'-01: w w w . u w w wLU W O E = W W ADDITION EXISTING I w 1 ADDITION LEFT ELEVATION SCALE: 1/4" _ 1'-0"'. SHEET 2 OF 5 JOB: 0728 DRAWN 8Y: KW :.. . . DATE: 12/28/2007 r uj s STRUCTURAL RIDGE TYP_ ROOF 2I&& V 16' O-C. R30 F.G. iPLYWOOD / SWEA12 AASSPWA�T SSF1 NGLLES TNI v d lx3 STRAPPING 6. 1/2' GYP. BOARD CC TYP_ EAVES 1S.lLII �i IX6 FASCIA / Ix4 SECOND MEMBER p ul 'HURRICANE CLIP' L" U, CONTINUOUS VENTING SOFFIT If- -.FASTENERS AT ALLRAFTER / O z 1x8 FRIEZE BD. W/ BED MOULDING Ln JUNCTIONS TTIM PLATE LIVING ROO uj Z . TYP-.EXTERIOR WAI I - - 3/4' TtG OSB SUBFL.00R Q 2c4 EXT. STUDS • 16' O.C./ FYI NAIL ED t GLUED TO .JOIST L RI3 F.G. INSUL./ lL1L 1/2' PLYWOOD SHEATHING/ TYVEK WRAP/W.C. SHINGLES W 11 7/8' 1-JOISTS - -Lit - . . - I ti o• IF TYP. FOUNDATION wel I W uj-05 O . P.T. SILL ANGFIORED O.C. f•- _ 8'Y3'-10' CONCRETE Z W DAMP PROOF BELOW GRADE - W 101xI6' CONTINUOUS FOOTING Q V 3 , (n W W Z Z SECTION nAi� � = u SCALE: 1/4" 1'-0 W W cn SHEET 5 OF 5 JOB: 0725 DRAWN BYi KW DATE: 12/28/2007 20-0' - - - - _ �. I r------ ---- ------------ B'xT-9' CONCRETE WALL 10AO' CONTINUOUS FOOTING I n n n 1/2' I W W '.�. . FULL BASEMENT . , • 4@ vneAr R1ST CAP _ I j -CREATE ACCESS Ail I 11.1E EXISTING RESIDENCE SET T.O.W. TO ALLOW_ — FOR DIFFERENT JOIST DEPTH MATCH EXISTING FLOOR H GNT o �U 8'x46' CONCRETE WALL - lG'xi0' CONTINUOUS FOOTING � I I I I - 4' cGoN ARAGE I ` I W r—RzrE SLAB 3 1/2' PITCLI TOWARD DOORS i I of ; I n U LU � I ` ` I W w Cl W j I j I Z L=---- ------ I Z ————- - I I - I ---- J I Q Q Q -- -------------— ———————— — S J 4 W 261_O■ SWEET 4 OF'S FOUNDATION PLAN SCALE: 1/4" - V-Oil JOB: 0725 DRAWN BY: KW