Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
0121 WEST BAY ROAD
t ICI �� i i e e o O v e n a 9 a +I ° J F AC7"/VE E no C50 'PitQ g�agw� TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION � o /3-17- a6 3 Map ��� Parcel �3 1 Application #// 7 Health Division Date Issued Conservation Division 0- G Application Fee Planning Dept. � Permit Fee / !K2 Date Definitive Plan Approved by Planning Board aj. Historic - OKH _ Preservation/ Hyannis Project Street Address �� Illlr?SfL Village II Owner 5USw1 �AOLki '50 Y1 Address Ave 4405, f30S 0"AA Telephone ll'' Permit Request DMO d yTJ9u► ,A t-eA.r' o vSt, , Z gccrbcw\ <C,rriPa'►CG o° r1o�cC, o N Square feet: 1 st floor: existing J& proposed -788 2nd floor: existing — proposed 165 Total new 1.05 S 3 zZoning District C Flood Plain Groundwater Overlay AP Project Valuation$ '2 fob Construction Type�� O Lot Size Grandfathered: a Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ;4 Two Family ❑ Multi-Family (# units) Age of Existing Structure l930 Historic House: ❑Yes Q No On Old King's Highway: ❑Yes �No Basement Type: V Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) D Basement Unfinished Area (sq.ft)_�{z�3 Number of Baths: Full: existing new -Z Half: existing new I Number of Bedrooms: IT- existing Z new Total Room Count (not including baths): existing 1 new �1 First Floor Room Count Z Heat Type and Fuel: @ Gas ❑ Oil ❑ Electric ❑ Other Central Air: 4Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes .4 No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new' size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes a No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name E�3 Tl MAL QA 1LDOE, I V. Telephone Number 092 / < 1 Address 4?7�) I' I"a rm bi,J�l,C License # l)O a 1 Home Improvement Contractor# //0 G D `l" Email , C Worker's Compensation # ALL CONSTRUCTIO DEBRIS RESULTING FROM THIS PROJE T WILL BE TAKEN TO Nd Mn& rs AazW,51eA,, SIGNATURE DATE i/7AA-) �F. FOR OFFICIAL USE ONLY, APPLICATION # DATE ISSUED t � MAP/ PARCEL NO.r ADDRESS VILLAGE s' OWNER ; DATE OF INSPECTION: FOUNDATION FRAME INSULATION `1 FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL ' > GAS: ROUGH FINAL r FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. . S r One NSTAR Way,Westwood,Massachusetts 02090- 30 EVERS9 URCE 92 ENERGY t June 26,2017 Susan Hodginson 118 Huntington Ave#405 Boston,MA 02116 RE: 121 W Bay Rd (Garage) Osterville To Whom It May Concern: At Eversource, we're committed to delivering great service. This letter serves as confirmation that, as of June 26,2017 the electric service to the above address has been removed. Based on this information, there is no electric power at this address and you may proceed with the demolition. If you have any questions,please contact meat(781)441-3381. Sincerely, Paul A. Bowe Customer Service Engineer I nationalg rid June 7th,2017 Attn:Jeff Garran Re: Barn in back of 121 West Bay Rd,Osterville MA This letter is to notify you that our records do not indicate that there is an active gas service running to the Barn in Back of 121 West Bay Rd, Osterville MA. However, there is an active gas line running to the primary structure of 121 West Bay Rd, Osterville MA. Please make sure to call Dig Safe before you begin demolition. If you have any questions please feel free to contact me at 781 907 2074. Sincerely, Bok.-t f�talra Bob Fontana Gas Connections Rep. nationalgrid robert.fontana2nationalgrid.com (781)907-2074 IMG_1955.JPG Page 1 of 1 s Town of Bai-ns>~able Regulatory Services • Richard V.Scali,Director.MAM j .�� Building Division i Paul Roma,Building Commissioner i 200 Main Street,Hyannis,MA 02601 www.town.barnstabie.ma.us Office: 508-862-4038 Fmc 508.79M230 Property,Owner Must Complete and Sign This Section If Using A_ C I �� S �•••1.r�l--� ,as Owner of the subject Property hereby authorize �X''� l✓L&A to act on my behal f I in all matters relative to work authorized by this building petant application for- VA l�• IJ A (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. i Signature of Owner Sign of Applicant k�-:S � C� Print Name Print Name. Date QTORMS-OWtJFItPERmmoNPOolS https:Hmail.google.com/_/scs/mail-static/ /js/k=gmail.main.en.g28DIFV_gFg.0/m=pds,m... 5/23/2017 The Commonwealth of Massachusetts ' Department of Industrial Accidents Office of Investigations- 600 Washington Street Boston,MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information ,,ww Please Print Lezibly Name(Business/Organization/Individual): � d�X n m ���� � IA1 G Address: $ City/State/Zip: I�W&tys A11A 6�10 /Phone.#: Are you an employer? Check the appropriate box: Type of project(required): 1.0I am a employer with 4. I am a general contractor and I 6 New construction employees(full and/or part-tim.e).* have hired the sub-contractors listed on the sheet 7...Q Remodeling 2:Q I am a sole proprietor or partner-- se . " ship and have no employees These sub-contractors have g, Q Demolition working for me in any capacity. employees and have workers' 9 Building addition [No workers' comp.-insurance comp.insurance.$ required.] 5. 0 We are a corporation and its 10.❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their l l.❑Plumbing repairs or additions myself. [No workers' comp. 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 checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. (Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. �'/ Insurance Company Name: Q A&MIZZ ? Policy#or Self-ins. Lic. #: 0 0 g' (,.C� Expiration Date: 01td Job Site Address: City/State/Zip: Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure fo 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 Investigations of the b or insurance coverage verification. I do hereby c the pains and penalties of perjury that the information provided bove is true and correct Si ature: Date: 7i1 Phone#: 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#: ,d►`�o� CERTIFICATE'OF LIABILITY INSURANCE DA01/022//20117Y) THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must have ADDITIONAL INSURED provisions or be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NAME:C Erica H.O'Connor HART INSURANCE AGENCY,INC. PHONE FAX 243 MAIN STREET ac No PO BOX 700 E-MAJL s, eoconnor@hartinsuranceagency.com ADDRE BUZZARDS BAY,MA 025320700 INSURERS AFFORDING COVERAGE NAIC# INSURER A: ARBELLA PROTECTION INS CO 41360 INSURED EJ Jaxtimer Builder,Inc INSURER B: ARBELLA INDEMNITY INSURANCE COMPANY 10017 48 Rosary Lane Hyannis,MA 02601 INSURER C INSURER D: INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDLTYPE OF INSURANCE INSD SUER Y E POLICY NUMBER MWDDYF POLICY EXP LTR MMIDDIYYYY LIMITS A COMMERCIAL GENERAL LIABILITY 8500042039 01/01/2017 01/01/2018 EACH OCCURRENCE $ 1,000,000 DAMAGE TO RENTED CLAIMS-MADE 5_A OCCUR PREMISES Ea occurrence) $ 300,000 MED EXP Any one person $ 5,000 PERSONAL BADVINJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICY 0 PRO 2,000,000 JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ A AUTOMOBILE LIABILITY 1020011547 01/01/2017 01/01/2018 COMBINED SINGLE LIMIT $ 1,000,000 Ea accident ANY AUTO BODILY INJURY(Per person) $ OWNED SCHEDULED AUTOS ONLY AU TOS BODILY INJURY(Per accident) $ HIRED NON-OWNED PROPERTY DAMAGE $ AUTOS ONLY AUTOS ONLY Per accident $ A UMBRELLA LIAB OCCUR 4600042040 01/01/2017 01/01/2018 EACH OCCURRENCE $ 5,000,000 EXCESS LIAB CLAIMS-MADE AGGREGATE $ 5,000,000 DED RETENTION$10,000 1 1 $ B WORKERS COMPENSATION 4220048905 01/01/2017 01/01/2018 PER OTH- AND EMPLOYERS'LIABILITY Y/N STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE ❑N N/A E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED' (Mandatory In NH) E.L.DISEASE-FA EMPLOYEE $ 500,000 If yes,describe under 500,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached If more space Is required) CERTIFICATE HOLDER CANCELLATION Fax#:(508)775-3344 SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE TOWN OF BARNSTABLE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 230 SOUTH STREET ACCORDANCE WITH THE POLICY PROVISIONS. HYANNIS,MA02601 AUTHORIZED REPRESENTATIVE •/e�� t @ 1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD REScheck Software Version 4.6.4 Compliance Certificate Project Guest House at the Hodgkinson Residence Energy Code: 2015 IECC Location: Osterville, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 16% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: ' 121 West Bay Road E.J.Jaxtimer, Builder, Inc.-AGENT Archi-Tech Associates, Inc Osterville, MA 02655 48 Rosary Lane 6 School Street Hyannis, MA, MA 02601 Cotuit, MA 02635 (508)771-4498 (508)420-5335 Compliance: 1.6%Better Than Code Maximum UA: 255 Your UA: 251 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum code home. Envelope Assemblies Gross Area Assembly or Cavity Cont. U-Factor UA Perimeter Roof: Cathedral Ceiling 1,045 30.0 0.0 0.034 36 Exterior Walls:Wood Frame, 16"o.c. 1,990 21.0 0.0 0.057 95 18310: Wood Frame:Double Pane with Low-E 29 0.300 9 2442: Wood Frame:Double Pane with Low-E 131 0.300 39 24410:Wood Frame:Double Pane with Low-E 138 0.300 41 Cust.Transom:Wood Frame:Double Pane with Low-E 8 0.300 2 A21:Wood Frame:Double Pane with Low-E 12 0.290 3 Floor: All-Wood Joist(fruss:Over Unconditioned Space 788 30.0 0.0 0.033 26 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 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Ttle Sighature Date Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Pagel of 9 i REScheck Software Version 4.6.4 Inspection checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed.Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value Value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies 103.2 :documentation demonstrate El Does Not [PR111 :energy code compliance for the U building envelope.Thermal : ❑Not Observable envelope represented on ❑Not Applicable !construction documents. 103.1, ;Construction drawings and ❑Complies ; 103.2, :documentation demonstrate ❑Does Not 403.7 ;energy code compliance for (PR311 :lighting and mechanical systems. ❑Not Observable U !Systems serving multiple ; ❑Not Applicable -dwelling units must demonstrate ;compliance with the IECC !Commercial Provisions. 302.1, Heating and cooling equipment is;, Heating: ; Heating: ;❑Complies ; 403.7 sized per ACCA Manual S based : Btu/hr_ Btu/hr QDoes Not [PR2]2 on loads calculated per ACCA Manual or other methods ; Cooling: Cooling: :, Not Observable ; AJ ; Btu/hr ; Btu/hr !approved by the code official. ;❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 2 of 9 i Section # Foundation Inspection Complies? Comments/Assumptions & Req.ID 303.2.1 iA protective covering is installed to ;❑Complies [FO11]2 I protect exposed exterior insulation :❑Does Not leJ and extends a minimum of 6 in. below ❑Not Observable ;grade. ❑Not Applicable 403.9 ;Snow-and ice-melting system controls;❑Complies [FO12]2 installed. :❑Does Not J ;❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 3 of 9 Section Plans Verified' Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions & Req.ID. 402.1.1, ;Glazing U factor(area-weighted ; U- U ;❑Complies ;See the Envelope assemblies 402.3.1, average). :❑Does Not table for values. 402.3. , 402.3.6, ; ;❑Not Observable ; 402.5 :❑Not Applicable [FR2]1 ; ; 303.1.3 ;U-factors of fenestration products ❑Complies [FR4]1 :are determined in accordance ❑Does Not :with the NFRC test procedure or ❑Not Observable ;taken from the default table. IEJNot Applicable 402.4.1.1 ;Air barrier and thermal barrier ; ❑Complies [FR23]1 installed per manufacturer's ❑Does Not instructions. + ❑Not Observable ; ❑Not Applicable 402.4.3 ;Fenestration that is not site built ❑Complies [FR20]1 ;is listed and labeled as meeting F ❑Does Not COO ;AAMA/WDMA/CSA 101/I.S.2/A440 [ ❑Not Observable , ;or has infiltration rates per NFRC 400 that do not exceed code ; []Not Applicable limits. 402.4.5 ;IC-rated recessed lighting fixtures ❑Complies [FR16]2 11sealed at housing/interior finish ❑Does Not ;and labeled to indicate<_2.0 cfm ❑Not Observable leakage at 75 Pa. IE]Not Applicable 403.2.1 ;Supply and return ducts in attics ; ❑Complies ; [FR12]1 :insulated >= R-8 where duct is ❑Does Not >= 3 inches in diameter and >_ ( ❑Not Observable ' R-6 where < 3 inches.Supply and ; return ducts in other portions of ; ❑Not Applicable :the building insulated>= R-6 for ! :diameter>=.3 inches and R-4.2 ;for< 3 inches in diameter. ; 403.3.3.5 Building cavities are not used as ❑Complies j [FR15]3 Iducts or plenums. ❑Does Not ,Q) [-]Not Observable ❑Not Applicable 403.4 ;HVAC piping conveying fluids R- ; R- ;❑Complies ; [FR17]2 above 105 QF or chilled fluids ❑Does Not below 55°F are insulated to>_R- U 3 tlNot Observable , ❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ; IOComplies [FR24]1 piping. ❑Does Not []Not Observable ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- R- ;❑Complies ; [FR18]2 >_R-3. :❑Does Not IjQ ;❑Not Observable ❑Not Applicable 403.6 iAutomatic or gravity dampers are ; ❑Complies ; [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. ❑Not Observable ; IE]Not Applicable i Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.Ej\Desktop\Hodgkinson ResCheck.rck Page 4 of 9 i i I 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 jAll installed insulation is labeled ; ❑Complies [IN13]2 iorthe installed R-values ❑Does Not provided. ; 09 ; ❑Not Observable , ❑Not Applicable 402.1.1, ;Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.E ❑ Wood ❑ Wood ;❑Does Not ;table for values. [IN1]1 ;❑ Steel ❑ ;❑ Steel Not Observable leJ ; ❑Not Applicable 303.2, ;Floor insulation installed per ❑Complies ; 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 in substantial contact with the p� :underside of the subfloor, or floor ❑Not Observable ;framing cavity insulation is in ❑Not Applicable :contact with the top side of ;sheathing,or continuous insulation is installed on the x underside of floor framing and :extends from the bottom to the ;top of all perimeter floor framing ; ;members. i 402.1.1, ;Wall insulation R-value. If this is a: R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.5, :mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.E wall insulation on the wall ;❑ Mass ❑ Mass :❑Not Observable [IN3]1 ;exterior,the exterior insulation ; v :requirement applies(FR10). ❑ Steel ❑ Steel ❑Not Applicable 303.2 ;Wall insulation is installed per ❑Complies ; [IN4]1 manufacturer's instructions. ❑Does Not ❑Not Observable I ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 12 IMedium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 6 of 9 Section Plans Verified Field Verified # Final,Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID T 1 402.1.1, ;Ceiling insulation R-value. ; R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ❑ Wood ;❑ Wood :❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;[-]Not Observable 402.2.6 [FI1]1 �❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ; 303.2 :manufacturer's instructions. ❑Does Not [FI2]1 Blown insulation marked every 300 ft2. ❑Not Observable ❑Not Applicable 402.2.3 ;Vented attics with air permeable ❑Complies [FI22]2 ;insulation include baffle adjacent ) ❑Does Not jto soffit and eave vents that g extends over insulation. ❑Not Observable I ❑Not Applicable 402.2.4 ;Attic access hatch and door R-_ ; R- ;❑Complies [Fl3]1 :insulation >_R-value of the ❑Does Not :adjacent assembly. ❑Not Observable i ❑Not Applicable 402.4.1.2 Blower door test @ 50 Pa. <=5 ; ACH 50 = ; ACH 50 = ;❑Complies ; [FI17]1 ;ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ❑Not Observable ; ❑Not Applicable 403.2.3 :Duct tightness test result of<=4 cfm/100 ; cfm/100 ;❑Complies [FI4]1 .cfm/100 ft2 across the system or ft2 ft2 :❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in :❑Not Observable ;tests,verification may need to ; :❑Not Applicable !occur during Framing Inspection. 403.3.2 ;.Ducts are pressure tested to ; cfm/100 cfm/100 ;❑Complies [F127]1 :determine air leakage with I ft2 ft2 QDoes Not :either: Rough-in test:Total ;leakage measured with a ;❑Not Observable ; pressure differential of 0.1 inch ; ;❑Not Applicable w.g. across the system including I ;the manufacturer's air handler ;enclosure if installed at time of .test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch ;w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ; [FI24]1 :by manufacturer at<=2%of ❑Does Not design air flow. ❑Not Observable 1ElNot Applicable 403.1.1 $Programmable thermostats ❑Complies ; [FI9]2 installed for control of primary ❑Does Not +heating and cooling systems and ❑Not Observable initially set by manufacturer to ' Icode specifications. ❑Not Applicable 403.1.2 ;Heat pump thermostat installed ; ❑Complies [FI10]2 !on heat pumps. ❑Does Not . ❑Not Observable IE]Not Applicable 403.5.1 Circulating service hot water ( ❑Complies [FI11]2 Isystems have automatic or ❑Does Not ;accessible manual controls. ❑Not Observable , IE]Not Applicable ----------- 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 403.6.1 ;All mechanical ventilation system ', ❑Complies [FI25]2 :fans not part of tested and listed } ❑Does Not HVAC equipment meet efficacy ; ;and air flow limits. ❑Not Observable IE]Not Applicable 403.2 !Hot water boilers supplying heat ; ❑Complies [F126]2 through one-or two-pipe heating ❑Does Not systems have outdoor setback control to lower boiler water ❑Not Observable (temperature based on outdoor ❑Not Applicable i temperature. 403.5.1.1 ;Heated water circulation systems ❑Complies [F128]2 have a circulation pump.The ❑Does Not ,system return pipe is a dedicated return pipe or a cold water supply t ❑Not Observable ;pipe.Gravity and thermos- ; ❑Not Applicable :syphon circulation systems are not present.Controls for circulating hot water system ; pumps start the pump with signal for hot water demand within the ,occupancy. Controls automatically turn off the pump [ iwhen water is in circulation loop is at set-point temperature and ; ;no demand for hot water exists. ; 403.5.1.2 ;Electric heat trace systems ❑Complies [F129]2 ;comply with IEEE 515.1 or UL ❑Does Not i515.Controls automatically ❑Not Observable adjust the energy input to the , heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 ')Water distribution systems that ❑Complies [F130]2 3 have recirculation pumps that : ❑Does Not pump water from a heated water ;supply pipe back to the heated ❑Not Observable ;water source through a cold ❑Not Applicable water supply pipe have a ,demand recirculation water ;system. Pumps have controls :that manage operation of the pump and limit the temperature of the water entering the cold i water piping to 1049F. 403.5.4 ;Drain water heat recovery units ❑Complies [F131]2 :tested in accordance with CSA ❑Does Not B55.1. Potable water-side pressure loss of drain water heat ❑Not Observable recovery units< 3 psi for ❑Not Applicable :individual units connected to one or two showers. Potable water- side pressure loss of drain water T ,heat recovery units< 2 psi for individual units connected to ` : ;three or more showers. ; 404.1 ;75%of lamps in permanent ❑Complies [F16]1 fixtures or 75%of permanent : ❑Does Not fixtures have high efficacy lamps. : Does not apply to low-voltage : ❑Not Observable ;lighting. ❑Not Applicable 404.1.1 ;Fuel gas lighting systems have ; ❑Complies [F123]3 i no continuous pilot light. a ❑Does Not 1EJNot Observable r ❑Not Applicable 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.E]\Desktop\Hodgkinson ResCheck.rck Page 8 of 9 Section Plans Verified Field Verified # Final inspection.Provisions Value Value Complies? Comments/Assumptions & Req.ID 401.3 ;Compliance certificate posted. ❑Complies [FI7]2 I ❑Does Not i ❑Not Observable ❑Not Applicable 303.3 ;Manufacturer manuals for ❑Complies [FI18]3 l mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: Guest House at the Hodgkinson Residence Report date: 06/29/17 Data filename: C:\Users�effrey.EJ\Desktop\Hodgkinson ResCheck.rck Page 9 of 9 r 2015 IECC Energy Efficiency Certificate Insulation . Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 30.00 Ductwork (unconditioned spaces): Glass&Door Rating U-Factor SHGC Window 0.30 i Door CoolingHeating& Heating System: Cooling System: Water Heater: Name: Date: Comments i I I i . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . Massachusetts Department of Public Safety Board of Building Regulations and Standards . . . . . . . . . . . . License:-CS-00325! . . . . . . . Construction supervisor ERNEST J JAXTIMER 48 ROSARY LANE HYANNIS MA 02601 Expiration: Commissioner 0111412018 I -_ Office of Consumer APaaza as Suite Business 17o s Regulation 10 Park Boston, Massachusetts 02116 Home Improvement.Contractor Registration Type: Corporation Registration: 110609 Expiration: 11/02/2018 E J Jaxtimer, Builder, Inc 48 Rosary Ln Hyannis, MA 02601 Update Address and return card. Mark rPatorchange. ❑ pdcirPcc FIR enewal 0 Emloym pent ❑Lost Card... scn 2onn-0s/1t r��e�n�i+rnrur�rnl/�n!r''lla.urir•�use/(t a Office of ConsvmersWalrs&Business Regulation Registration valid for Individual use only qW, 3 HOME IMPROVEMENT CONTRACTOR before the expiration date. It found return to: Type: Corporation Office of Consumer Affairs and Business Regulation ' C11 tion ^_eqi_ E--XL--na-- 10 Park plaza-Suite 5170 110609 1110212018 Boston,MA 0 16 E J Jaldimer,Buiideri Inc. Ernest Ja)dimer 48 Rosary l.n Hyannis,MA 02601 Undersecretary Not valid without Signature r AGRI BALANCE0 0o0 7 FEB ro 1 6 ?41g �NOFB Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Jose Espinol Installation Date 02-06-2018 Jobsite Address 121 West Bay Road,Osterville A-Side Lot#'s PA86001691 Permit Number B-Side Lot#'s P3246016617 Roof Line 9" R-40 1,050 square feet ftma Old• MM Blazelok TBX Attic 27 mils wet/13 mils dry Sherman Williams Vapor Barrier Paint Attic ceiling www.Demilec.com c8DEMILEC HEATLOK01w. FEeI&vk0°jVG 4Fpr. TOWN of 6 eAP/VS Company Name CAPE COD INSULATION Phone Number 1-800-696-6611 Jose Espinol Installation Date 02-14-2018 Jobsite Address 121 West Bay Road, Osterville A-Side Lot#'s PA86001691 Permit Number B-Side Lot#'s P1134721417 Location of Insulation Thickness Total R-Value Approximate Sq. Ft. Basement and First Floor Rim 3" R-21 200 Square Feet CoatingInturnescent • Location Thickness / Coverage Blazelok TBX Basement Rim 23 mils wet/ 17 mils dry www.Demilec.com "MAWDEMILEC I a, MiTek® MiTek USA, Inc. 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 1700638-29T The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Trussco(RI). Pages or sheets covered by this seal: I32023273 thru I32023273 My license renewal date for the state of Massachusetts is June 30,2018. ( OF Ad � 9c XU.86ANG .' LIU STFjiVQirURAL: : N4:43283. `AO' 4t,STEP�O � ONAL December 28,2017 Liu,Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, per ANSI/TPI-1, Chapter 2. Job- Truss Truss Type City Ply 1.0 UNIT 132023273 1700638-29T T05 COMMON 13 1 LbLFS 1 OF 1 Reference(optional) Stark Truss Company,Inc., North Kingstown,RI 02852 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 28 13:16:10 2017 Page 1 I D:rd KeEEPmDLVkUl9pmwmgYgzgpGx-TEgLAgrWX_TG3rR8gaNQamMSMSdoLSa VJYgohdy4QY3 69� 13-6-0 20-2-8 27-0-0 28-0-Q IN 6-8-8 68 8 6 8 1-0-0 REPAIR: 9.00 12 4x5= APPLY 124 PLF LOADING FROM 4 Scale=1:64.9 JOINT 10 TO JOINT 11 3x8 I 24 N25 3 3x5 Q 3x5 5 3x6 0 2 6 ab 23 27 d 2-0-0 t213 22 7 8 3x8 = + 13 12 20 11 10 21 9 4x5 II 2x4 II 3x5= 2x4 II 4x5 II SEE NOTE 1 BELOW FOR SCAB TO TRUSS CONNECTION DETAIL ATTACH 1/2"PLYWOOD OR OSB GUSSET(15/32"RATED SHEATHING 32/16 EXP 1) TO EACH FACE OF TRUSS WITH(0.131"X 2.5"MIN.)NAILS PER THE FOLLOWING NAIL SCHEDULE: 2 X XS-2 ROWS,2 X 4'S-3 ROWS,2 X 6'S AND LARGER-4 ROWS:SPACED @ 4"O.C. NAILS TO BE DRIVEN FROM BOTH FACES.STAGGER SPACING FROM FRONT TO BACK FACE FOR A NET 2"O.C.SPACING IN EACH COVERED TRUSS MEMBER.USE 2"MEMBER END DISTANCE. 6-9& f 13-6 2 6-8-8 27 0 r98 0 A Plate offsets(X,Y)— 11:0-0-6,D-0-81,[1:0-0-12,0-4-21.[7:0-0-8,0-0-61.I7:0-5-14.0-0-121 f7:Edge 0-2-81 LOADING(psf) SPACING- 2-0-0 CS]. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL(roof) 30.0 Plate Grip DOL 1.15 TC 0.91 Vert(LL) 0.10 10-19 >843 360 MT20 197/144 Snow(Pf/Pg) 26.9/35.0 Lumber DOL 1.15 BC 0.62 Vert(TL) -0.13 13-16 >999 240 TCLL 10.0 Rep Stress Incr NO WB 0.83 Horz(TL) 0.03 10 n/a n/a BCLL 0.0 BCDL 10.0 Code IBC2009rrP12007 Matrix-MSH Weight:161 lb FT=20% LUMBER- BRACING- TOP CHORD 2x4 SPF No.2 TOP CHORD Structural wood sheathing directly applied or 3-4-13 oc purlins. [PS] BOT CHORD 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 9-7-6 oc bracing. WEBS 2x4 SPF No.2 WEBS 1 Row at midpt 2-11 OTHERS 2x6 SPF No.2 MiTek recommends that Stabilizers and required cross bracing WEDGE be installed during truss erection,in accordance with Stabilizer Left:2x4 SPF 1650E 1.5E,Right:2x6 SPF 1650E 1.5E Installation guide. REACTIONS. (lb/size) 1=1084/Mechanical,10=2069/0-5-8 (min.0-3-7),7=472/0-3-8 (min.0-1-8) Max Horz 1=-439(LC 10) Max Uplift 1=-327(LC 12).10=-757(LC 12),7=-417(LC 13) Max Grav 1=1155(LC 2),10=2201(LC 2),7=532(LC 21) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 1-22=1520/514,22-23=-1385/515,2-23=1247/542,2-3=996/514,3-24=818/536, 4-24=-818/557,4-25=-818/563,25-26=-823/541,5-26=-850/537,5-6=1001/519, 6-27=94/323,27-28=-279/345,7-28=-462/370 BOT CHORD 1-13=-352/1108,12-13=-352/1108,12-20=-352/1108,11-20=-352/1108 WEBS 2-13=0/251,2-11=-596/308,4-11=-436/511,6-11=-165/681,6-10=-1397/386 NOTES- 1)Attached 13-0-0 scab 9 to 12,one face 1-3/4"X 3-1/2"VERSA-LAM 2.0 3100 SP LVL with 2 row(s)of 10d(0.131"x3")nails spaced 4"o.c. !F:' 2)Unbalanced roof live loads have been considered for this design. `y 3)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp B;enclosed;MWFRS(low-rise)gable end zone and C-C XQ . Exterior(2)0-0-0 to 3-0-0,Interior(1)3-0-0 to 13-6-0,Exterior(2)13-6-0 to 16-6-0 zone;cantilever left and right exposed;end vertical left and right exposed;porch right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip "p, U y DOL=1.60 •�T9V��RAL r9: 4)TCLL:ASCE 7-05;Pr-30.0 psf(roof live load:Lumber DOL=1.15 Plate DOL=1.15);Pg=35.0 psf(ground snow);Pf=26.9 psf(flat roof fps83 snow:Lumber DOL=1.15 Plate DOL=1.15);Category 11;Ex B;Partial) Ex Ct=1.1 9 ry P Y P•: •`5)Unbalanced snow loads have been considered for this design. 6)This truss has been designed for greater of min roof live load of 12.0 psf or 2.00 times flat roof load of 26.9 psf on overhangs non-concurrent with other live loads. 7)This truss has been designed for basic load combinations,which include cases with reductions for multiple concurrent live loads. 8)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. p 9)Refer to girder(s)for truss to truss connections. 10)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 327 lb uplift at joint 1,757 lb uplift at joint 10 and 417 lb uplift at joint 7. 11)In the LOAD CASE(S)section,loads applied to the face of the truss are noted as front(F)or back(B). December 28,2017 AWARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE M11-7473 rev.1010312015 BEFORE USE. Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and Is for an individual building component,not da truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design Into the overall Bet building design.Bracing indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek' is always required for stability and to prevent collapse with possible personal Injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPIt Quality Criteria,DSB-89 and BCSI Building Component 16023 Svingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312.Alexandria,VA 22314. Chesterfield,NO 63017 7 f Job Truss Truss Type City Ply 132023273 1700638-29T T05 COMMON 13 1 LbReferenre(optional) Stark Truss Company,Inc., North Kingstown,RI 02852 8.130 s Sep 15 2017 MiTek Industries,Inc. Thu Dec 28 13:16:10 2017 Page 2 I D:rd KeEEPmDLVkUl9pmwmgYgzqpGx-TEgLAgrWX_TG3rR8gaNQamMSMSdoLSaVJYgohdy4QY3 LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:11-4=74,4-6=-74,6-18=104,8-18=74,11-14=20,10-'1 1=144(F=124),10-17=-20 ®WARNING-Verify design parameters and READ NOTES ON THIS AND INCLUDED MITEK REFERENCE PAGE 111II.7473 rev.1010312015 BEFORE USE. R Design valid for use only with MiTek®connectors.This design Is based only upon parameters shown,and is for an individual building component,not ®• a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall building design.Bracing Indicated is to prevent buckling of individual truss web and/or chord members only.Additional temporary and permanent bracing MiTek• is ahvays required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSVTPI1 Quality Criteria,DSB-89 and SCSI Building Component 16023 Sxingley Ridge Rd Safety Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NO 63017 Symbols Numbering System A General Safety Notes PLATE LOCATION AND ORIENTATION 14- Center plate on joint unless x,y 6-4-8 1 dimensions shown in ft-in-sixteenths Failure to Follow Could Cause Property 4 offsets are indicated. (Drawings not to scale) Damage or Personal Injury Dimensions are in ft-in-sixteenths. LK Apply plates to both sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. diagonal or X-bracing,is always required. See BCSI. TOP CHORDS �� c1-2 c2a 2. Truss bracing must be designed by an engineer.For 0'�16 4 wide truss spacing,individual lateral braces themselves o WEBS °3v may require bracing,or alternative Tor I T O iy, q p bracing should be considered. O U a� = 3. Never exceed the design loading shown and never IL U stack materials on inadequately braced trusses. p4. Provide copies of this truss design to the building For 4 x 2 orientation,locate c-8 c6-7 cs s designer,erection supervisor,property owner and plates 0- 'Ad'from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6 5 5. Cut members to bear tightly against each other. 6. Place plates on each face of truss at each This symbol Indicates the JOINTS ARE GENERALLY NUMBERED/LETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIIrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSI/TPI 1. "Plate location details available in MiTek 20/20 NUMBERS/LETTERS. software or upon request. 8. Unless otherwise noted,moisture content of lumber shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. The first dimension is the plate 10.Camber is a non-structural consideration and is the width measured perpendicular ESR-1311,ESR-1352,ESR1988 responsibility of truss fabricator.General practice is to 4 x 4 to slots.Second dimension is ER-3907,ESR-2362,ESR-1397,ESR-3282 camber for dead load deflection. the length parallel to slots. 11.Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless Otherwise shown. 13.Top chords must be sheathed or pudins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on lumber values 14.Bottom chords require lateral bracing at h ft.spacing, g y or less,if no ceiling is installed,unless otherwise noted. BEARING established by others. 15.Connections not shown are the responsibility of others. Indicates location where bearings 16.Do not cut or after truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. ® 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing. is not sufficient. BCSI: Building Component Safety Information, MiTek® 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, ANSI/TPI 1 Quality Criteria. { Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet:Mll-7473 rev. 1 010 3/2 0 1 5 i LEGEND NOTES — SYSTEM DESIGN: SYSTEM PROFILE '' yw>— cam. IS NOi GARBAGE DRPOSCR - Mot mm m mNN a aAiL •o-rc. mmw D�T eG (4.7 roetm nm LL ♦uTAa F.k>rA nwB1e MDAft uaR PROPOSED 2 BEDROOM DWELLING ]fi.o J_i.1_ iw M-�o,uep 0 tm+u mE ICON 2 BED) s O uo WO-L. USE A 22G VD OESIN FLOW SEPTIC TANK:2x0 VD AN _x •]1.2' tAmm m wn BMn t m West J p�� 7:T SE A I GASESE iMN ]3.]2' v J3.<J' ® S00 75 9DF5:2(25.12BJ)2 L)q_„x GPD movu',awy¢tpiwt eY pDyAe4At�gypv'um BDTiOY x!.12.BJ E.]x7.33]GPD rs...uwv::.S:i:i i:ur.e:: I L.•-,��'? ti•rivsa no[<,x m em na p)wp.mn D, D. gmyy0.Wiw®MA D,o•[utx •T16 WSiALLFR SMYA KP6Y 1NE TotA 02&F. J.B Do i sE°wEnA"an�ANn°u2-� :.�: m BA:>mm mm. o n LOCUS MAP usE(2)Soo cAL 7EADBNG NAYSERS(Aar dt EMAL) E7EVATEINS PRmR ro INsrAumc ArrJ rma suLE r-2aar: W,M i SINE ALL MD1ND PO(+ITJIi 5[PiC 11'S�[Y ASSESSOR$YAP,i0 pAoM]3 L5.RDO 'L..UfO L—.WDO YI cv..maoD 1oM Aw wlaw0 M rWBFPRD N-20 FD oAT If —SEPM TANK— 20' —D WX 12- F _ lA&y�oy)� Wn D.ID MD(w. f wM a Nlww. l OWNER OF RECORD NlpocxwSN 5 nxcrax ANE BOS10N.YA 02i,B c�R �f2 REFERENCES G� DEED BDOK 2eJ82 PA¢,BB ZONING SUMMARY zaNwc dsmrcT:RC DsiRxr 1 .1 .1.20& IS.—: PKGPOSE]: '\) LOT SIZE B>.,20 S.F. B.MO IF. ,B,JOO S.i'. ///V.\/1`• I S M.LOr 2w I SIMI E 2 OB.BB' 1fiR.BB' W.FRONT MACK II 0' ,05.<' M.<' SIDE or REM$ErBAN TO' 23' 10.8 DDtlQQQ" ^ \- YAK BU—-.I JO' BA]RD. ` TI REYAM SEE Z-) �. DB 282BA PG J, SITE IS IOGATFD W11NW NNE RESWKCE PP.O1ECpN OBERIAT piiSNA:T f• NOrE, t�\oB�� \ \ s¢rs Lou)ID FAnaN n¢AanFER PRmEc,wx ow:Lw.Ds,ecT S 1 ` TEST HOLE LOGS 1 NDNEER.O 2,MRRMI SE/,SBJ, 1 ' _"s:DANID STYDON RS LLL EWS WG pATE_6/10/Ifi - DWRYNO PEKE.RATE 2 Y N/MN M A-MA 9 ,, CtA55_-_.-SORS P/ TSOfiBia 4.01 o(y SITE PLAN 5 - LS t2• ,WR J/2 ,D- ,DYR 3/x \ \S I' , ;W t;� " OF , MIA .,eB 121 WEST BAY ROAD !/fi ,,. OSTERVILLE, MA PREPARED F SUSAN HODGKINSON )WEST DAv Rp. OSED �c,,NF�)I'7D SCDATE:: NOVEMBER,B.2018 ]/8 gB.,2 2.83)PG.IBS / AIDO^� Ye:,-_30' a.xmn Pc.Sx< •, ( roF Jao r•Vr q�_c^ W:n 110 GRWNDAATEA[NCOUx,FR[D MN , Fa COOP on�/Cff/14j,%M. DCE p 2s-2ss � 25B DATE DAwEL A.aAIA P.L.P.Ls ,w.vpu».Pcwr YA e]! . ,.«y ,pw�• ps�'�-"•,�,t �j, w`�+���;,a. ..:,t t�tY[4'. w� fir! s'- �n," � ".1 .� ,ate �,. S 7ciJ�ifa � -/1�.,'t-M�a 1S. ?�� '+!( � .,s f •p� r ' _ j * . ,�• it ✓^ � _ ' A ,�" ... Y ;may. ��,, �% �' i• "ems � ��. TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION 4 Map Parcel Application# G) 70 -7a%c0 Health Division Conservation Division Permit# Tax Collector Date Issued �l Treasurer Application Fee . Planning Dept. Permit Fee ' 7 ' Date Definitive Plan Approved by Planning Board t2GG°l Historic-OKH Preservation/Hyannis Project Street Address oem Village el tAsk1//L-1 OwnerAV_(_(ELL 4/Ei2/l/f 44rr/ mil/I3,�f/ C �6WIfDN Address n a33. —VJ79 Telephone Permit Request�!5w rt✓ &=17r OXl7 1 NY 4-05-977PAI, Square feet: 1st floor:existing proposed 2nd floor:existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation pA,00 Construction Type Z&W Lot Size ©, !ZV Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family (EK, Two Family ❑ Multi-Family(#units) Age of Existing Structure 40-7 Historic House: ❑Yes &rNo On Old King's Highway: ❑Yes ®'No Basement Type: ®'Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) t/ Number of Baths: Full:existing C5Z 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: O Yes MN o Fireplaces: Existing New Existing wooRd6l stoves❑Yes 1S;10I14 o - Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn- existing"n neR size } x Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: w y,' cA Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ N tr Commercial ❑Yes 21N0 If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name c5rG%/1117 po —Telephone Number (A"6 9- sgiD =1719'902 Address. U iG2 D�'L CEci License# ©l98o Z /w ao h/J fy�4 >_ O�©1 Home Improvement Contractor# %6,�y%9 D 13a�! Z�s'7 Ah4hZ/J & Worker's Compensation&Wg 7,'13 A 14 7 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO a ;P /- SIGNATURE DATE 61/S_,4 - T' i i FOR OFFICIAL USE ONLY, ' ^ y . PERMIT NO. M1 DATE ISSUED ' ! MAP/PARCEL NO. P ; ADDRESS VILLAGE i OWNER ! DATE OF INSPECTION: ! FOUNDATION O K q a7 FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL ! i i C PLUMBING: ROUGH FINAL - I GAS: ROUGH FINAL FINAL BUILDING - r DATE CLOSED OUT ASSOCIATION PLAN NO. r The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 . � www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): 5"A107 Address: JX014A ®h/CAP City/State/Zip: 119/1, 111d &&..62-bo t' Phone-4: Z Fd y1YJ Are you an employer?Check the appropriate bog: Type of project(required):. 1.❑ I am a employer with 4. ❑ I am a general contractor and I ,Kmployees (full and/or part-:time). * have hired the sub-contractors 6. ❑New construction . 2. 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 workingfor me in an capacity. employees and have workers' Y P tY• 9. ❑Building addition [No workers' comp.insurance comp. insurance.# required.] 5. ❑ We are a corporation and its 10.❑ Electrical repairs or additions officers have exercised their 11.❑Plumbing 3.❑ I am a homeowner doing all work h id h g repairs or additions myself. [No workers' comp. right of exemption per MGL 12.❑ Roof repairs insurance.required.]t c. 152, §1(4),and we have no � � employees. [No workers' .13. ther comp. insurance required.] . 'Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my em oyees. 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 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 Investigations of the DIA for insurance coverage verification. Ido hereby certify and r the ains andpenalties of perjury that the information provided above is true and correct 12 Si ature: Date: to Phone#: 5a f Z•D Yff Z-- 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): J.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: r , 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 in 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 work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152, §25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152, §25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for.the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,it necessary,supply sub-contractor(s)name(s), address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners, 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 Department 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 line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. 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 (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e. a dog license or permit to bum leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank 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 Industrial Accidents Office of Investigations 600 Washington Street Boston, MA 02111 Tel. #617-727-4900 ext 406 or 1-877-MASSAFE Fax# 617-727-7749 Revised 11-22-06 www.mass.gov/dia r °FTME� Town of Barnstable Regulatory Services saxrisra8 _ Thomas F.Geller,Director Mass. Buildinu bivision fD MP b . Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 Office: 509-862-4038 Fax; 508-790-6230 Permit no. Date AFFIDAVIT HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction, alterations,renovation,repair,modernization,conversion, improvement,removal, demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. r� Type of Work:f1 n�PL�L/l'(/(rGXiC(TI�r/���� U c �2-0f stimated Cost Address of Work: 0 4 &P i&V RA t LF A4 Owner's Name: f)SS'CGC, q�06211/rQ _-- Date of Application: I hereby certify that: Registration is not required for the following reason(s): ❑Work excluded by law ❑Job Under$1,000 QBuilding-not owner-occupied• ❑Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES.OF PERJURY I hereby apply for a permit as the agent of the owner: Date Contractor Name Registration No. OR Date Owner's Name i Q:f0=:homeafadav __ l oF1HE,pw Town of Barnstable. Regulatory Services eXX Thomas F.Geiler,Director pT 0,19. A' Building Division Tom Perry, Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.b arnstable.ma.us Office: 508-862-403 8 Fax: 5 08-790-62.3 0 Property Owner Must Complete and Sign.This Section If using A Builder I, l��� 4&x4m- , as Owner of the subject property hereby authorize �Tt�i�q to act on my behalf, in all matters relative to work authorized by this building permit application for; . (Address of Job) ignature of Owner Date Print Name QFOP N S:0 WNF-UERMISSION SUNSET y LANE x FD REFERENCEPO ASSESSORS MAP 116 LOT 33 p� LOCUS DEED BOOK 8633 PAGE 196 i 2P PLAN SHOWING PROPOSED BUILDING LINES ON • LOCUS WEST BAY ROAD, OSTERVILLE, BY THE BARNSTABLE BOARD OF SELECTMEN, DATED FEB. 20, 1929. ,AtSS n RECORDED AT THE BARNSTABLE REGISTRY OF DEEDS r+ !N PLAN BOOK 38 PAGE 15. o� gi P REVISIONS: n/LOCUS MAPS No. DESCRIPTION � 1. NJL S. MAPS 1� MAP 116 LOT #51 MAP 116 LOT y50 PROJECT TITLE: RANDOLPH 1. & JEAN E. MOTT OVIANNIA J. FLEMING CER Tl FI ED (HELD)- �0.56' CBdh(fnd) , �4 33'16" w 79.5'd 77.a8'cok , (HELD) PLOT ' ( � ) CBdh(fnd) • a i � 30.7' PLAN #117 ELECTRIC METER a . 0.25' ^ r.....,.,' AT MAP 116 LOT g52 CONCRETE 121 WEST BAY ROAD JOAN S. WHITELEY LOT y33 BARNSTABLE, MASS. 0 19,180t S.F. STOCKADE FENCE UP#IIA I^1 0.4403t Ac. (HELD) CBdh(fnd �`1 Q� O.H.W. P��O MAP 116 LOT 33 I Q PREPARED BY: oath 18.5' hore MAP 116 LOT #34 Survey t y113 / "Q JUDITH ASHMORE y121 COnSUltantS,Inca yi 1 % 1z2 Registered Land Surveyors &Civil Engineers O.H.W. U^, 167 R Summer Street. 2 Kingston, MA 02364 STEP 781-582-2185 WOOD STEPS _ N 6 u �i qT / CERTIFY THAT THE LOCATION OF THE EDGE OF COMMON DRIVE EXISTING SEPTIC EXISTING STRUCTURES AS SHOWN ON THIS PLAN ARE CORRECT AND ARE THE RESULT h OF AN ACTUAL 'ON THE GROUND'SURVEY PREFORMED BY SOUTH SHORE SURVEY CONSULTANTS, INC. ON 3/1/O1. MAP 116 LOT#32 Wn FRANK M. & EDITH C. WHELOEN ° •'tom o •:�ii, rn rn William P,Sylvia , R.. S. -Dole y PREPARED FOR: RUSSELL AVERNA 111 FOREST ST. DUXBURY, MASS. (HELD)/ \\ SCALE: 1 •� = 20+ CBdh(fnd) i 70.00' CBdh(fnd) _ N 69'32'40" E 1eOt UPy63/13 �---f1 UPy63/14 0 10 20 30 40 50 EDGE OF PAVEMENT GD P./bESICN:6 C:HAiCH WEST BAY ROAD SIDEWALK O.H.W. CHECK: WP.SYLVIA DRAWN: C.HATCH FIELD: M.BOUSQUIN P.COWLEY APPROVED: M.CASEY DWG.NO. 1007PLN SHEET JOB No. 1007 OF MP-- 4092AID /2/ W--F7 $Ay,'D QSs'PnG.//P !ry/y� .21 Toots I I r _ f 0 o / RAOIJ gu./oi�q �IIK psst Sap., zf-a o.e. /9" 6 P/o w r r, i, ✓fiea�irvnc�ra E rrl 11r sltt�rrr., ifi BOARD OF BUILDING REGULATIONS f I License: CONSTRUCTION SUPERVISOR j Number:,CS 000027 !; i' Expires:01/30%2008 Tr.no: 13911 , ans i Restricted:'00 STEPHEN M HOLMES PO BOX 2537 I• , HYANNIS, MA 02601 '' Commtsstoner ... - 4 _` --•', .' ✓lie T�o��in�to�zruecrll�a�✓v(.aaaaefw4ell'6•• ~-" Board of Building Regulations and Standards Ii �• - ''= HOME IMPROVEMENT CONTRACTOR ' Registration: 103479 i = E.xpiraUon:,_.7/8/2008- =Individual STEPHENM.HOLMES'?-. Stephen..Holmes�r 38 PRISCILLA ST.'':-.; Hyannis,MA 02601 Deputy Administrator �C/J/ Assessor's map and lot number rn...7.... THE Sewage Permit number ..... ............. 11AR33TABLE, House number ................7.7.1......... Y........................ MAS& 2639. 0 MA-4,*. TOWN OF BARN-STABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO .............................................................................. TYPE OF CONSTRUCTION .... . ................ ....................................................................... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ..............WX ............................................ ................ ...... ....... ................... ProposedUse .... ............................................................. ......................... Zoning District ............. . .........................................................Fire District ....... ................................... Name of Owner .4:1.......................Address .....z4e..... ....... ................. Name of Builder ........Address .Name of Architect .....................7: ...........................................Address ................. ............................................................ Number of Rooms .............................::...................................Foundation Foundation �,�?I ...... ........................ Exier .....ior ...... .......I............ .,/ ..................................Roofing .............................................................t....................... Floors ................................................Interior .................................................................................... Heating ........................................................:.........................Plumbing ......................................................Z.......................... ..................................................Approximate Cost ........ ....... !!!W' Fireplace ......................... ........ .................. Definitive Plan Approved by Planning Board,----------------------------- Area .......................................... Diagram of Lot and Building with Dimensions Fee .............. ... ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name ....... ......A ........................ Hornig, Oscar 116-33 sewage none required )a Date of Inspiec ion .:..........................I........19 PERMIT REFUSED PE --------------------------' ` � . � -------------------'-^~''---^ � � � ` r g° 9 J� .LOT 19,360 S.F. 0.44 AC. ss. � i 0� 10 y �oF fir 'I9`�1 FOUNDATION PLOT PLAN DCE #16-156 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 121 WEST BAY ROAD,OSTERVILLE, 'MA SCALE 1 = 40' DATE : 9_28-2017 PREPARED FOR: REFERENCE MAP 116 PARCEL 33 DB 28382 PG 199 ►SUSAN DANIEL yam SON I HEREBY CERTIFY THAT THE STRUCTURE a A. SHOWN ON THIS PLAN IS LOCATED ON THE L) OJALA GROUND AS SHOWN HEREON. q No.40980 off SOB-362-4541 P Q tax 506_362-9850 O'F S SN O Q dornoovexom O 7p10 SUR11 "� E Jown Cope 0kkfeii7a,10C civil englneeis q land surveyors 1' 7'1017' 959 Main Street (Rte 6A) YARMOU7MPORT MA 02675 DATE REG. LAND SURVEYOR BARNSTABLE 171 T rrT 16 Ptl 3: 115 r Town of Barnstable Regulatory Services se ASS.Hess. � Thomas F.Geiler,Director M 9� 1639 `0� '0tED1Nn�6 Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 July 31,2000 To Whom It May Concern: This letter is to verify that 117 and 121 West Bay Road;Ostervilleare preexisting,non-conforming single-family dwellings located on Map/parcel-116/033. Sincerely, Ralph M.Crossen Building Commissioner RMC/km 1 .-ry„�- l 2 l a�.� I I� UJ���'"y �� owl ��l ��ya�� 9�2�►��� noo �� s 6J,,yes ,V, --A or os�-erv,�,iQ. , ✓Wd- v2�sAS— Bend 0 Parcels 11T128 117134- i" Town Boundary i- Railroad Tracks ' Buildings Painted Lines 7:132 Parking Lots tp Paved #y s #116 0 Unpaved t ,t V. Driveways - �.. Paved unpaved Roads 0 Paved Road EJ Unpaved Road Bridge N Paved Median -Streams 60 Nv 11713U �. l r 11 31 rrr � K Marsh Water Bodies Al 3 h .• #.12T t 11 2 \ ti4 116053Q01 116035CNt}. `fit ti` r .1954 # # 30 ` � i r, 116086 :.11 03 `s} t h .� 11:603T", 5 �,�,� 16QQ9 � '• ,,,,,, 41 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GI$Unit Map punted On: 8j28/2017 adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation:This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026o1 O 83 167 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch'= '83 feet ` cartographic errors or omissions. giS@town.barnstabie.ma.us Bob Penney Plumbing& Heating Ma# 11195 189 Lothrops Lane West Barnstable, Mass 02668 508-776-8328 Town of Barnstable Building Dept Main Str. i Hyannis MA 02601 i June 7, 2017 i Subject: 121 West Bay road Osterville, MA To Whom It May Concern: The detached garage at 121 West Bay Road Osterville has no plumbing run to it or inside of it. Respectfully submitted, Bob Penney 1�U 06 , i 11 -10�3 ;32V /9,- FORM B - BUILDING AREA FORM NO. MASSACHUSETTS HISTORICAL COMMISSION 116(33) OVB 201 80 BOYLSTON STREET, BOSTON, MA 02116 6 Town Barnstable(Ostervilie) Address 121 West Bay Road Historic Name Coleman House Use: Present Residence �► Original Residence DESCRIPTION Date 1890 R � Registry of Deeds B181P191 Source Osterville Vol Il P. Chesbro P1 Style Eclectic Architect unknown Sketch Map: Draw map showing property's location in relation to nearest cross streets and/or Exterior Wall Fabric shingle geographical features. Indicate all buildings between inventoried property and nearest Outbuildings garage/cottage intersection(s). i Indicate north I� Major Alterations (with dates) Many additions - many dates to very � Condition recently g�cd was wing-houseon east Moved 116(32) Date c1910 Acreage .44 Setting $,�; �A„}ialc}rarer} gnat nff the ucenter of the village UTM REFERENCE Recorded by Barbara Crosby USGS QUADRANGLE OrganizationBarnstable Historical Con SCALE Date 1983 revised 1996 • 0. Property Location.;? 1 fflAWT-BAY RD OST MAP ID:' 116/033/// Vision ID: 099 kk Other ID: Bldg#: 1 Card 1 of 2 Print Date:07/31/2000 a• s - _t.,.�.ra ..�x,K.. .wpm ..v <r,.N�:.a. ,._.•w,.;.a>.<�rx.. � K�..ex.nr.o-a,.av�>x.�a. .-..-,1= .•,x�_��, - _ � - Description Code [Appraised Value Assessed Value ORNIG,DOUGLAS N,TRUSTEES O BOX 114 ESIDNTL 1010 109,200 109,200 801 STERVILLE,MA 02655 Barnstable 2000,MA a i a v..s.�aats3xs..r�.w,..�.-. F+Y.14I tic..mWra.,n�asa:. " 4'...6� ccoun56uzi Man Ref. ax Dist. 300 Land Ct# T er.Prop. #SR 11J i Ol Life Estate ' DL I Notes: VISION DL 2 GIS ID: Totall 193,buu 193,60 U- Y I ?. :v5 -.i• x..,..RA.v.Y'is'.iai.aY.-r.M'.kh.c.M'"....u✓.d�u»,£.. .1 eC...F„iXE.�.M[{•W.F.-Esxkl �.. .Y��'a+G.'r ..5z-.9?vys4�YR�.IrYY tanY:is!FA..;.V.v'at..TwR�,: :.� 1_�l�?, �W.xv ..e.C'S.b'.st A:od ne...ro':S'fiY^u 9Xlw ai%e s Y ..ai<l'1.1t1Y$'�' �• r. Code Assessed Value� Yr. Code Assessed Value Yr. 'Code Assessed Value ORNIG,DOUGLAS C P0314-El 05/15/1992 U I 1 A ORNIG,DOUGLAS C& 3868/248 09/15/1983 Q 0 1999 1010 109,2001998 1010 109,200 ORNIG,OSCAR H JR DTH CR 8178/178 U 1 A o aIYJ,7uu. 75fiaT- ota: 1,�� t�� * ' a signature ac now a ges a visit y a -ata o ector or ssessor ..xrrs.,n �. ._av+ax=:�w � f ,Cd,:>•;..'?n ,$.;r+eum..xaausi�.:�..m-�xaSrara?a.. c ear yp escriphon mount Code Description Number Amount Comm.74F ..rsaAL S s e. mpr . xr 3w Appraised Bldg.Value(Card) 76,600 Appraised XF(B)Value(Bldg) 0 . Appraised OB(L)V )A Value(Bldg) 0 Appraised Land Value(Bldg) .84,400 Spe""al Land Vale i Total Appraised Card Value i . 161,000 Total Appraised Parcel Value 193,600 i Valuation Method: Cost/Market Valuation e o a .PPra s Parcel a ue -fB Al_.w. !vKHRht&m Permit Issue Date w pe Description Amount Insp.Vale o Comp. ' Date Comp. Comments Date IV Cd. Purposetifestur, .e .. „� .i - qj x m r C s'n r t >8. ,a� `•"r&. _.ice- ..�.+..:R , usaa e a .x s,+ rsr:msKa r: zr,�ra' xrame v1% 2 m �A°.� � use Loae Description Zone D Prontage Depth Units Unit Price 1.Pdclor actor Nbhd. A I. Notes-A ecial Pricing Adj. Unit Price Lana Value mg a am o es: 84,4 Iztal Carda Parcel Totalan U-44 At-1 7otat LanaPalm aq, r _ ,•. Property Location: 121 WEST BAY RD OST MAP ID: 116/033/// Vision ID:6599 Other ID: Bldg#: 1 Card 1 of 2 Print Date: 07/31/2000 ement Ca. un. _ escrepaon ConinierclaMata Ztements e ype onven ions Dement Description odel 1 Residential ea rade C rame Type aths/Plumbing Stories Story 10 1 ccupancy 0 Ceiling/Wall 8 ooms/Prtns xterior Wall 1 14 Wood Shingle /o Common Wall 7 AS 2 Wall Height 10 7 oof Structure 3 able/Hip 8 oof Cover 03 sph/F Gls/Cmp ntenor Wall 1 38 Typical -�.- «,.,r. r s>;�", _ :,. ;�'` 1 3 2 Element (;Ode juescription 11actor Interior Floor 1 ZO Typical omp ex 2 loor Adj nit Location Heating Fuel 3 Gas 2 eating Type 9 Typical umber of Units 2 C Type 1 one umber of Levels /o Ownership 2 18 Bedrooms 3 Bedrooms Bathrooms Bathrooms POT y h .... UA 0 Full a, na 1.Base Kate SM Total Rooms 6 Rooms 3ize Adj.Factor .08133 26 ath Type 3rade(Q)Index .01 [on j.Base Rate 2.42 Kitchen Style dg.Value New 7,017 t" ar Built _ 900_ 17 f.Year Built 980 aril Physcl Dep 7 ncnl Obslnc Obslnc i pecl.Cond.Code a Code Description ercenta'e pecl Cond Single am verall%Cond. 8 eprec.Bldg Value 6,600 .e:i; 1 ?.-m:v r .' (•m.rx +y a-gtt s -€-�, a r v &', ,411,S. Y...•z o e Description Vff units unit Price Yr. Vp IV 761-napr. Value 14— ON '7 o e Description 'Living Area ross Area Area net Cost n epre,c. Value ers floor FEP orch,Enclosed,Finished 0 70 49 36.69 2,569 PTO atio 0 160 16 5.24 839 UAT ttic,Unfinished 0 848 85 5.25 4,456 WDK ood Deck 0 136 14 5.40 734 t ross tv ease rea _____t.._.. .. g a_ NATIONAL REGISTER CRITERIA STATEMENT (if applicable) 4 ARCHITECTURAL SIGNIFICANCE Describe important architectural features and evaluate in terms of other buildings within the community. The core of this housewas the-lk story west wing 'of the Greek Revival house; to the east moved about 50 feet and added to several times. The first appears to be the hipped roof to the north which has an open porch and entry on the north side to the street. The south face of the old structure has a shed and a second story gable dormer. A modern one story ell extends southward from the southwest corner withopen porch the length of the east side. The green composition roof has a brick chimney at the east peak. The foundation of the old part is brick. An oldoutbuilding to the south may date to the original Earmhouse. It is a long rectangle of one story, gable fronted, with large, do r opening north at the east end and a cottage entry door on the west end. A modern shed is addedto the west end. HISTORICAL SIGNIFICANCE Explain the role owners played in local or state history and how the building relates to the development of the community. John F Adams, 1844-1932, who was in the oyster business totthe ,age of •84in 1890 built himself a new house next door on the east 11602) . About 1910 he moved the west wing of, that house over to this lot and made a new residence out of it for his daughter Florence 1897-1961 who had married Charles Coleman 1876- 1941 . Mr. Coleman was in the trucking business. Mrs Coleman resided here until 1949 when it was sold to Dana and Oscar Hornig, writers and newspapermen. It is still held in. the Hornig name. BIBLIOGRAPHY and/or REFERENCES Registry of Deeds Atlas - 1907 Osterville Vol I 1981, Osterville Vol II 1989 - Paul Chesbro Architecture - Dr. James Gould ( I `�� 8/85 � I TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' r, - Map '//6/ Parcel o Permit# Health`Division Olv 41AR �.�-- Date Issued ZQ01- Fee �a263- • , Conservation Division y Is bJ ` Sy Tax Collector �y��� lk Treasurer OLD ti° 3 ;?I/�1�D % 1(ST����JLS�T� - INSTALLED IN COMPLIANCE Planning Dept. 0j-,or- WITH TITLE 5 Date Definitive Plan Approved b Planning Board ,�� �NVtR®Nbl�l�i�lTgL C0�,� A�]D pP Y 9 TOWN Historic-OKH Preservation/Hyannis 1, Project Street Addresses Village ,d7.r�,(GLAS 140e-W 1 G Owner Ai9l/S �' /��/Ly Address Telephone Permit Request ke/;A q — PZ P 13—z Square feet: 1st floor: existing proposed s 2�d-floor: existing proposed Total new Valuation — '), Zoning District Flood Plain Groundwater Overlay i Construction Type XGr,4,o,h/I L Lot Size Grandfatfiered: ❑Yes ❑ No If yes, attach supporting documentation. i Dwelling Type: Single Family M Two Family ❑ Multi-Family(#units) Age of Existing StructureF0 Historic House: ❑Yes f0 No On Old King's Highway: ❑Yes Q•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 (/8 - new First Floor Room Count i Heat Type and Fuel: ❑Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes Q No Fireplaces: Existing 6 New Existing wood/coal stove: ❑Yes p No Detached garage:4 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size r' Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes Ud No If yes, site plan review# Current Use Proposed Use. I BUILDER INFORMATION Name 11-"l TL=/ I�/L9 �l�J/�L� Telephone Number 79/ — ZLSI 9 V/S�,4` Address 7z lvlz7 1>t / CZ�lle11`T License# /'6� Z / 7 �/5? 22 G`1 Home Improvement Contractor# Worker's Compensation# G X&1Y 7,S-' ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE 67 f ' FOR OFFICIAL USE ONLY 5 2--1 ; ` PERMIT NO. . t _ DATE ISSUEDw ^� MAP/PARCEL NO. ADDRESS VILLAGE OWNER 'S r DATE OF INSPECTIONI 't , Y FOUNDATION FRAME - ( .f/`-` �7 Z 'a " INSULATION l� r FIREPLACE I ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH t. `. FINAL t GAS: ROUGH FINAL FINAL BUILDINGS DATE CLOSED OUT ASSOCIATION PLAN NO. ,t r 4 The Town of Barnstable t 9 Regulatory Services Eo ` Thomas F. Geller,Director Building Division Elbert UIshoeffer, Building Commissioner 367 Main Street.Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 Permit no. Date AFFIDAVIT :HOME IMPROVEMENT CONTRACTOR LAW SUPPLEMENT TO PERMIT APPLICATION MGL c. 142A requires that the"reconstruction.alterations.renovation.repair,modernization,conversion. improvemem removal,demolition,or construction of an addition to any pre-existing owner-occupied building containing at least one but not more than four dwelling units or to structures which are adjacent to such residence or building be done by registered contractors,with certain exceptions,along with other requirements. n Type of Work: /[ L�l�r���t— Estimated Cost j Address of Work: / / — f 2 lv!%p v Owner's Name: he G Date of Application: I hereby certify that: Registration is not required for-the following reason(s): []Work excluded bylaw []Job Under SL000 ❑Building not owner-occupied []Owner pulling own permit Notice is hereby given that: OWNERS PULLING THEIR OWN PERMIT OR DEALING WITH UNREGISTERED CONTRACTORS FOR APPLICABLE HOME IMPROVEMENT WORK DO NOT HAVE ACCESS TO THE ARBITRATION PROGRAM OR GUARANTY FUND UNDER MGL c.142A. SIGNED UNDER PENALTIES OF PERJURY I hereby apply for a permit as the agent of the owner. Date Contractor Name Registration No. OR Date Owner's Name q:forms:Affidav ESTIMA TED PROJECT COST WORKSHEET LIVING SPACE Value (high end construction) square feet X 5/sq. foot= (above average construction) square t X S96/sq. foot= s feat X$571s . foot �S (average constructio q GARAGE (UNFINISHED) square feet X��25/sq. foot= PORCH square feet X S20/sq. foot= DECK square feet X S151sq. foot= OTHER square feet X S??/sq. foot= tal Estimated Project Value �O � _-_•-_ ne c.ommonweauu of Massachusetts Department of IndusvialAccidents -Y= WCLMOf&7Aw9wods 600 Washington Street a Boston,Mass. 02111 Workers' Compensation I mw=ce Afridavit name: location- city ❑ # I am a homeowner pe�oiming all work myself hone ❑ I am a sole murnetor and have ao ode waddnz is an9 C=icitr I am an employer p:pvidmg workers' msattoa for °D .. an ' :::':?.�:Xri+,.:v:iT•m?.;.{.;;r::; :..:JA.:.::w^4\ ..y;.itMOy..: .:..::�:..................::...,::•:••::•;C4' •TYt;;w;;:.%:,. .::i,::.::::?••:;. � '�kT.�.: :„ + +.!??Rt}Y•..{�rrC�:ti<iJvi:i: !�iYY7(:':•.?v':?......::.::::::::• .� ...,... .:v:.vn•.s:....• n•XV4i:•'ti+' xviA,v Y?{?:.... •:.:;::.:.>............:,::.. ....... ...,.. . ..fix.:,..,. .a..... �.�. •\:..,..,.... «•.:;..;::Ja :.T:::.},,;.:.;;.,;;;;;;•: .:....i•.,.. .,. >•t..:.'fa: r :.•: ••:t•.?,•.,.. ax4 ,::r..•:•-.i•.:t{.uary,.a.'t.i;:;:..;::;.Y.. .. ..$?.:,?Y '•.:.... ...., r.;w-??.r 4 nv „ ': ... � ,..�7i;.-.. ..Kyn, coainaIIv name:. � ..:rr a ..,.... : M. ���� �r9��•- '�•'-''a^•'•"�+ �+iNi(\ 4}r.Mya{i�:{{•:{4�;Ci:;:::iti$,i::.ii�ii:i:ii:i i:�:.:�i.i:�. fi:•h ... :......:.:••::•>:?...; ..:r.,;• •.:v::.::• .....\,:•:.::t}3}'JOi%:tbY•"vv+•\£K; ...A:i 7{+.• ..... \�::`:i4T4.. '{..:..:...\... ... .•iYfwn}v.}.....7}a^.+wY•r3...v.: r: ,:4::T}::Tr`,i..'::?.:;::yryli3:::i.::'Y'::}a,<•....4,. ..........^:•::...::}%?: .... v:�,..�tJGv'• 't • wx:•..:.. .....:::;:;;}:�}V.:.} :::.w.tvn,•.v ..... .. .. :,}... ��•�2�\ TFT.. �:'Qi "%w+x ..:}::,..v.:.:....t...::•::C?..:.:�ii:`�:v:i:r::::::i;:ij:} address.:. ...::.::.�.'.`.�' .... � .:::... is i't?iic.4' n> MIM �^ dti ::.:•..yT:.?• :.;: '(;v"w /.. :: . ra+^.m,,w::., .w,: •r ...:•.;%' ti4'.oJ^ .... :. µ1 x; `r wfif.•'.VN.. .b< .:.:?:..;,r..t..v:::::::n::.v7;r,.:;.vv A•rt:. .::♦ ,r,.}. ,,� ...::.....nv::: ..,;.....:.,.:..:::TT:':::v:v........ :xv:}Av:%�{lK.'�........•.< ..:. •.•1�".. yw. ...... .......:.:....::.v....:�:.;. .,:...:..... ;•......:. ::.,., .......�, �. v'Oy�� �v(t�f :.tiJ6%,,::..v::i:4:{{:.?.a-;:::?::;.�:: ❑ I am a sole pmgrietor,general contractor, or homeowner(chide ant}dad Dave hired the zm n crow listed be have the following water' a P oIlm. �P ..:v:,.;...C•}'•}iii:?ii:^: ;i:;}Ti: {:r:.}:::•.v:.w•vY:v.:• -.v; vwCY.K:>?MOr•'•ri:.: .v:..,ti:'` "A ..!M:4}Ty.}}�nYwy: ..v..... ::•4:........... .;C{::..•.. ..:JA7,x .. ."'.�2•..}j;MJ '•v+w• '�viQ:'• .: :.? ;•T}vv.;r.:•+:{•:.?:^i:•!;-t:v4xnx•^• w.v..:.:\{T:.:.... ...x... .�`:�', , y:h'W�+�',•%; ... ............: ....x;..,,2.3t... •.'v,:Y>,�.. ...;° aZ. ....„��ae+,.r t tiooK.,'+. a+,;�^:`:�}a,c,-,•'^' ..? 'n: .:„}... ...., {x ..v •:`^. ��`XKti-: ...;.•:v+r::i::::}::T_S::iji'v:j'v:$?:'�:' '}i2:i). ty :{�y :.: .•..,•.t•!..,^\ ...�' .:.-.R.�ooc,,��y�,,a:.9�.;,.,`kr{•:.: 3 `C;�!:i••�;iwa::?::;:;:;�3:;:;:�f:::;: ..............:�:::::::': �i:�Y•>%i?ai%:?:Cis{{?::.{.:{:;C•.:v::•:`K:}{+.;;''?.:.;:. ... .,t.,v.:; :.' .oO�pDOR000Op,?(. ..fi.. :.,a o'S�wY�•R?.,w�„;,,.',•..,`'^`y`:' .,,r .:xceRbori4M.fi.:�Nr.�:'lw:::;�:T:::.:;x+>:;`;;?.: ............. :.. y. .tw..,}}wa, ,y,y .. 7N..:..•.Q ,.'4oGf{O$tini:;•}nv w t��{{K•• .;�:w„xa.:^+.M}.h%v.?:4.?v::4i{iNW.:,{;'::.}'niv):}{:jam..;:Q4Mal address-,.::::.,::.:::.,... Y� `� �' o o^t' .,•........:.....:..:........ .:i�:CC•:-;r.^'• Y•�>'..i{::::;`i:;�)�>`Y•�jt:n�'•::i:;i:,•a•..V.::vy}::-4..a>. .... .::{:::,:...... pppp .....�::.. ......v^x,..7::•.TT%{:•C•}{v�}fi``ti0.S. .. .... .v..: ^,tn0^?M {V'\••V:at::Av?f•?tt:.:??•:?:v'1..;:.;•.... .}y.}y;:^T:•.fiT:.`................ r..::f,,;;}-i4.is n„v... ��v...:.v{•:{;•:{^T:;.;T!P:v::�•.v v.�•:�'.x:%�33 Y%•}}••.^ i,\0: +"iOj�M,%-. ' - .. .r... .?a, •• MYY•x:..+^fi, :..T:A,OVJY.•Y.!:4.1.:;vM':. .:.:.::•:.v.v.v::::•:�.:::::::. \.}}}}}:•]b:t•'.v4v;Y}}?y,�{?{.\.:4x.: ... T,twn..?4ti�3�� InsIIrarrcr�cc,.. .. .... ......�'.: ,�.,,�,Cw,{.}•.�fiY..::::••. . . . 11bxilkk ................. ; :yak;:....::......:f 'n:.;.;•:. ...:.........a-..... ...�:>::>••::..::..:•.:::..::::• .. 6' •:}•fir 3:Jr:y• ........::•.�:::.w.::.�.::. ...4:'^.?•..;.?•.;; ..K`.;, r .; W;6 ..T3T. Y..r`4,AR4• orr,.......... }:•T:•x:i:}}•• .....:.::•::•:o:x.T}}:;?4:4%4:r:;...:%•::::: >:i�t`:•:•:,.:•:r•.a.;.:rti�:%t4}x• •••tQml)anV'TtaTnC' baa7o ' fi�/:�+�Y : •.•+"?T:.....T.: {: bJjt.}}:}>O:,\.:C•Yi{C•.?fC•ii:{C:�. . '::.::;�.i:•..n..�;•vKwQiil iTY.;Y:Y2:::Y};':.:.::::`•}'•:::r'?S{i •wad:•.::.0ir}•AJOPn^'O•G?Y?C!:{;wGO: {ih ,: t r:rrk�r .,b,�?�,`yy}-+,Y•�v}�•r�-NS,t•,�J,2P,'CRVi�J!i�;`.:?: addrL?T. ..,.. .. ... L. -a.,�•)a,,r. :: �F''�y::'y'1�'.'-,��:v�ii�:vw::•.�:;t:k�>�:.;�::.� ...: r?�:C�a�� ',Z":'�CDi�Ox�eoa�.,�'•., �{� ..err. ...::. .....::..... 00000a....:.: ......x.^??@Y,.�:•.. i�!ivh}{?.,.... .. .....:........ ..�YY.•. ', ,,.::.::,,v?.:•.v::v:�, K:. ..• u rt�:�%. i->:.: ::... +w::Y,•a.i Y:} ':t�ivY}1vn.,.?.... ;' :+WP\' 9''M^a� .:: ........::::;•.?; •.••. ..:..fi4w'•.:ak,•::%;::;;::,�c�Mx �b��.:. .';�ih+t .....;... v . '{4....�.. Jyavt:';:•:^•4}y::::.•.,;:.;:v.:}i`'vi:: ...:•:.:.. .�....... .:i.:..:....................::........v::C�•::Yr.{;;•T%•.?{ti?{fi}T:•i'?v'::}:ti•:•::T i::$K:rC ..... ...fi3}:3akdM0,p w�t, ............TT.!43:•}T::::•:r.;:{{.....T.�..:.;.;-.::•:•.:�.::•}::::.::..:::::......... ......%???. .bY.yfi++r.?a..,•.:,,...:% :.,;......YT:3.,..,;:::+:;,y{•}}}••}':;;•T}:}T•:.:�:::.^.2::::;;:;:«..::�.:.�; ...... x•:.:,..!:•..:r...,.•..,:....,.^, ... ....<i}ti�,; .. : }...Y»;T:.�•::.}c,}.},>y,?.:::<:::<::•::•:•::.2:Tis4•.:•.::;:•::Y•:::<:• a.., v}wv:M$:ii::i\+: ':: •{1{.^:;"�yi4Tt;?; ,`,}',',•�.`�""�q,{'o, •, r3o�ro;oyoo+,-.,l: .}%4}+:4Y.:4.?:3,,.w{.wva{;a:{;.}x.}x:�;;•rT}::.;T3r}:.:.::::}}:z• Q1IItSnt�e•TQ:•: ......:......:::..::v:r•:::..:. tom, .F:.��:.:.:.:.:.. �1A•. .%":.t.. !f�Oy�UJp,`vJt;:3.0>l;iC'.wwwJi.)i,4}>:J3 Paibae tO seeose eo�eraie as I L41 TMA Sestlm 25&01mcm lsz=imd to dw bq ootlmotoftmai pmaitie of a ghw nP w S1—e40.00 one.ears'tmprnOnmmt"wed as dva pmattln in the form of si MP VMM ORDER dad a ttaa otsi00 e a day a;aimt ms. I tmdt:tstmd: COPY Of this su--may be torwarded to the 0Mce of Inve rdgz m of t11a DU fareovemge vcdfi=daa. I do hmmbv cffy f&undo rhr paKs=d penadu of per*7 that the information provided above is trru mid=ff Sigatmr Date P=Herat pymr of elal use GMT do not write in this am to be completed by city or umn omdal city or town: pernsualemself ' DBtmdlai Departta� ❑ check if latatedlate r esp is tzgIIiied QLtmQni Boded Oseleeaam's OtIIce DHeaIW Depsrtrnt nt contact person: phone0 — ��� 1 1 /1 11 . 11 1 11 lot I of GA*W.bo Its / • ' •1•i• t 11 • •1 • ••.• • • •M .1• •11 • •• • •11 • • •w J: ;.ma • 1 • • • to• • of a t• • •• • 11 • ffojeoflepop4 of-.II •II .•• .I got•w011. .11 • • 1 • �Y •.y /w w11 •1 I• • •1•.UI • • • • I 1•_ •• • • t • �rN1• • •.• •11 I• t • •t .•1•IIti• J• V V•iI kle t «• •11 •1 • .•• ••It. •n • • • • I 1• • I• • •It • •I • Q• • t r• •.Itl •w /• t I I • •�•%II `/ •1 I «t ti••I• • ' Ir wrl • •_� _ _ ••_• /• • -It wt•1• • w I. r .t • •1• • •'.IIM 11 Y.1 .� •:11 1 1 r JI 11 JIPill I 1 / 1 t 1 1 ••' 1 1 ' • • • 11 t1 1 • I' • Y11 -Z 1 .1 1 1 Lie v 1 M 1 Mfe Ofoo •1 • Ir111 11 1 1 1 ' • t 1 1 t t t • • 1 : t t 1 r 1 I /• • 1 r 11 a 11 11 II 1 r' 1 • .• • • •• t••11 I • ••• • 41141 • • •• ..• • IA •• 1• V✓, / •olqp •1• oi, I -•I/w 1/11• .11 ' v•1•/• M 1.1 •• •w • t•• • • • I • .. /•t• • • • • M•1••1/ .•• • 111 1• II ••r:.• _• 1•• .•I.•w•1♦ /I /•1 Mt .•• /w • • • I •1 • • • •I••• ••• / A It of •••1•Aww •nrl•w. ••:u •1• �• •r. I V•1••I• .+/ 1 ' wI_ .•IJ • •• r •r; •r✓.• .I• • /• vtu✓n •n .•• t •ntu.q •••n-. ••• ...y .0 • • • •1•, uur• •ww •nl• III �w ••• .+u •1 a .rrn I ••-. IA • • • • ' •.• •rr�•/1 •1 • •11 YI••'. r« .w1/A r•1 ••Ir1.1•r1Y.1• •11 •I /I U•:1• r ••• 'w••: •. 1 1 11 a :J• 1 • • I estop • 1 • • 1 • • �.U•I—• I• II• NI • .1 1• •• I Ir .1 •1 .I• • vt• •1• 1.1 Q•11 • ��•• �•.11. 11 •II • • •11 1 .• 1 11• �`I• •It •111 • • •1 • I I• w•r. r1•�••1 .• •• •IrI•r •w {_• • • • /1i • J ••••n.l .r. • • •_• • .$its• •*Is •1.1 • • • • • 1I •.1 1• /• w•1 •• � �I •• •1 •• ••�`I• •r.ul•n1, IY. I• V•n1Y. M • • w•%• •U• Is so ..... .....• .-1 r• .. . . • IA •• . ....._. 1 1 t1 t1 I I 1 i A - 1 •11 t VT, • I A 1 ( 1 1 I I AI I 11 1 • r 11 I r 1 / 1 ' j ✓!ee �anr�maruvea;ll� �./�aaaac/uivetla BOARD OF BUILDING REGULATIONS L License: CONSTRUCTION SUPERVISOR Number: CS 062317 Expires: 01272002 Tr.no: 13522 ResWcted To: I PETER J HICKMAN PO BOX 712 �!�✓' NORWELL, MA 02061 Administrator T� tfa� u� HONE IMPROVEMENT CONTRACTOR Registration: 115869 Expiration: 4124102 Type: Individual PETER J. HICKMAN PETER HICKMAN ADMINISTRATOR 727 MAIN $1 i NORWEII MA 02061 Property Location:, 121 WEST BAY ROAD MAP ID: 116/033/// Vision ID: 6599 Other ID: Bldg#: 1 Card I of 2 Print Date:09/10/2002 08:49 g .., s- >., T...R, Di ., A-TION CURRE TA```SSESSMt NET. CU,RREN,T OWNER,. .. ..> _H..,., ., ,.TO,PO ,.,:_UTILLTIES,,STR / OA_ ,< LOC< ,_ N ,_,...i3r .,�- _ ORNIG,DOUGLAS C,DANA S& Description Code 'A raised Value .Assessed Value ORNIG,DOUGLAS N TRS RESLAND 1010 156,800 156,800 801 37 NORTH MAIN ST#218 RESIDNTL 1010 132,100 132,100 . YARMOUTH,MA 02664 IEEE _ r_- Barnstable 2001'MA ccount# 56021 Plan Ref. ax Dist: 300 Land Ct# er.Prop. #SR TCT N Life Estate �T♦ ISIOl DL I Notes: DL 2 GISID: -Total 28i,9001 288,900 s _. • ... .._ .... �. ,,. RECORDyOF OWNERSHIP .:,, BK.!!OLPAGE_:.SALE DATE /u :,v/i,S 9LE,PRICE,V C x, P EYIOUS:ASSESSMENTS HISTORY, ,,m x , W , ORNIG,DOUGLAS C,DANA S& 8633/196 06/15/1993 U I 1 A Yr. Code Assessed Value Yr. Code Assessed Value Yr. Code Assessed Value. ORNIG,DOUGLAS C P0314-El 05/15/1992 U I 1 •A 2000 1010 84,400 1999 1010 84,500 998 1010 84,500 ORNIG,DOUGLAS C& 3868/248 09/15/1983 Q 0 2000 1010 109,200 1999 1010 109,200 1999 1010 109,200 ORNIG,-OSCAR H JR DTH CR 8178/178• U 1 A Total: 193,600, Total: 193 700 Total: 193,700 �, �_ �EXEMPTION„S• ,, ;n ;,;,. _x._ �,„ �, ;„r,, ,. O<THER 9SSESSMENTS,,, � � This signature acknowledges a visit by a Data Collector or Assessor Year TypelDescription " Amount Code• Description Number'° Amount Comm.Int. _ ;' , - ;: ''��-�� .�• '`APP29ISED!!A`L�UE°SUMM,9RY�,,����' ;��'�;.a Appraised Bldg._Value(Card) 91,600 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg) 0 wow, r I Appraisede(Bldg) 15 6,8 F197310%SHAP::.drNOTGS t »fix. Land Value 1 00 E Special Land Value Total Appraised Card Value 248,400 Total Appraised Parcel Value 288,900 Valuation Method: Cost/Market Valuation �et Total Appraised Parcel Value 288,900 ». 3 .> .. Y .., ._ _K :.3K Rr., ... .... ._.+l_..,._.x. 2>... ,-..:, r, 7 , ::_ ... a .,_ . .. _...... ,.:.. ...__ �- � �,BUILDIN/��PERMIT:RECORD�. .._ ;..., �� . �'r._ _,�,_.V F.."... »„4�� _.�... _:�. �,.�?�`a_.'f.. Permit ID Issue Date Tvpe Description Amount Insp.Date %Comp. Date Comp.' Comments Date ID Cd. I Purpose/Result B21769 10/1/1979 0 1/15/1980 100 S REMOD' ..._ .._. _.::._ .. ....,..>__ ,.:., .. ., ... .. -�._a.. ... .,.,._..xr..F. .gym. t. ,, :.�. >._:,:_,. r:V tL,gND L NE, ALUA B# Use Code Description Zone D lFrontage De th Units Unit Price I Factor S.I. C.Factor Nbad. A di, Notes-Ad/S ecial Pricing A di, Unit Price Land Value 1 1010 Single Fam RC 3 0.44 AC 164,000.00 1.00 5 0.90 27BC 2.40 PCL(.44,U10)Notes: 101BLD 356,400.00 156,800 • t Total Card Land Unitsi 0.441 ACI Parcel Total Land Area: 0.44 AC 'Total Land Valuql 156,800 Property Location: 121 WEST BAY ROAD MAP ID: 116/033/// Vision ID:6599 Other ID: Bldg#: 1 Card 1 of 2 Print Date: 09/10/2002 08 CONSTRUCTION DETAIL SKETCH Element Cd. Ch. Description Commercial Data Elements tyle/Type 6 onventional Element Cd. Ch. Description Model 1 Residential Heat&AC 18 16 Grade C Average Grade Frame Type Baths/Plumbing 8 PTO 10 Stories 1 1 Story 11 ccupancy 0 eiling/Wall FEP 1S 8 ooms/Prtns 8 Exterior Wall 1 14 Wood Shingle /o Common Wall 2 Wall Height 10 6 7 Roof Structure 3 able/Hip Roof Cover 3 sph/F GIs/Cmp CONDO/MOBILE HOME DATA 12 BAS 3 Interior Wall 1 8 ypical lement ode escription actor 2 Interior Floor 1 0 Yypical Complex 2 Floor Adj UAT 2 2 Unit Location BAS eating Fuel 3 as 32 Heating Type 9 ypical umber of Units 12 C Type 1 t one umber of Levels /o Ownership 20 18 Bedrooms 3 3 Bedrooms athrooms Bathrooms COST/MARKET VALUATION 0 2 Full nadj.Base Rate 60.00 Total Rooms 6 Rooms ize Adj.Factor 1.05778 26 Bath Type Grade(Q)Index 1.01 17 Kitchen Style WDK 8 Adj.Base Rate 64.10 17 Bldg.Value New 114,547 Year Built 1900 ff.Year Built (OV80)1980 rml Physcl Dep 20 MIXED USE uncnl 0 ` con Obslncbslnc 0 pecl.Cond.Code 1010 Single Fam 100 Specl Cond% Overall%Cond. 80 �eprec.Bldg Value 01 cnn OB-OUTBUILDING& YARD ITEMS(L)IXF BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. Djo Rt %Cnd Apr. Value BUILDING SUB-AREA SUMMARYSECTION Code Description Living Area Gross Area E .Area Unit Cost Unde rec. Value BAS First Floor 1,496 1,496 1,496 64.10 95,894 FEP Enclosed Porch 0 70 49 44.87 3,141 PTO Patio 0 160 16 6.41 1,026 UAT Attic,Unfinished 0 848 212 16.03 13,589 WDK Wood Deck 0 136 14 6.60 - 897 TU. Gross iv Len a Area 1,496 2,7101 1 787 Id Val: 114,547 Property Location: 121 WEST BAY'ROAD MAP ID: 116/033/// i Vision ID: 6599 Other ID: Bldg#: 2 Card 2 of 2 Print Date:09/10/2002 08:49 UTIL1>>TIES STRT/ROAD ,:LOC4TION< : } fir t -_ kCURRENT„fISSESSMENT. .»: . _- ORNIG,DOUGLAS C,DANA S& Description Code Appraised Value Assessed Value ORNIG,DOUGLAS N TRS RESLAND 1010 156,800 156,800 37 NORTH MAIN ST#218 ESIDNTL 1010 132,100 132,100 801 YARMOUTH,MA 02664 Barnstable 2001,MA SUMEMJ N,Ajl DATA,»,:: . ccount# 56021 Plan Ref. Tax Dist. 300 Land Ct# er.Prop. #SR DL I Life Estate Notes: VISION DL 2 CIS ID: Total' 288,900 288,900 e _ , ' ? M .. .. _ . :: ,:? :-,. F" ... ... . PREVIOUS 9 ES MEN ;Ill OR-Y , ;,� ��»„;,_��RECO„RD OF.OWNERSMIP�,�t.>,,»;�,.�_�;�.»BK..vOL/PAG�'� SALE,DATE;- /u v/_ SALEyPRICt;„V C ���.,ti„ _.�,,».�.„»�„_,�.� .�.,_...,�_�a.,_.�..•SS . S b,T, S� _ _ ORNIG,DOUGLAS C,DANA S& 8633/196 06/15/1993 U 1 1 A Yr. Code I Assessed Value' Yr. Code I Assessed Value Yr: Code I Assessed Value ORNIG,DOUGLAS C P0314-El 05/15/1992 U I 1 A 2000 1010 84,400 t999 1010 84,500 998 1010 84,500 ORNIG,DOUGLAS C& 3868/248 09/15/1983 Q 0 2000 1010 109,200 999 1010 109,200 1998 1010 109,200 ORNIG,OSCAR H JR DTH CR 8178/178 U 1 A I ' Total: 193,600 Total: 193 700 Total: 193 700 „ EXEMPTI,O,NS ",,,, u : t�.` w,r> txa OTHER,A,"SSESSMENTS. � `��-, �; �� ! This signature acknowledges a visit by,a Data Collector or Assessor Year T e/Descri tton -Amount Code f Description Number. Amount. Comm.Int. Appraised Bldg.Value(Card) 40,500 Appraised XF(B)Value(Bldg) 0 Total: Appraised OB(L)Value(Bldg). 0 r e z » Appraisede(Bldg) •:: ,N,QTI S � f , # m, � w ::: Special Land Valuelu 0 Total Appraised Card Value 40,500 Total Appraised Parcel Value 288,900 Valuation Method: Cost/Market Valuation et Total Appraised Parcel Value 288,900 :m:. n ... . V...l G� x LDINPMTREU IT ». ANGE:HISTORY s Permit ID Issue Date Type Description" Amount Insp.Date %Comp. Date Como. Comments Date ID Cd. Purpose/Result s.. ., :-:... x :. :':= . - ter:,3 sf' ..tisf 9 .:F�.i .Y�,3h.` .BL'1 .i :VAL UATlON SECTION , 41, B# Use Code Description Zone D lFrontag& Depth . I Units' I Unit Price I.Factor S.I. C.Factor Nbad. A di. I Notes-AdilSpecial.fricing Adi. Unit Price- Land Value 2 1010 Single Fam RC 3 0.01 SF 0.00 1.00 5 1.00 27BC 2.40 PCL(00)Notes: 0.00 0 Total Card Land Uqitsj 0.00 AC Parcel Total Land Area: 0.44 A, Total Land Val4i 0 Property Location: 121 WEST BAY ROAD MAP ID: 116/033/// Vision ID:6599 Other ID: Bltlg#: 2 Carr[ 2 of 2 Print Date: 09/10/2002 08 CONSTRUCTION DETAIL SKETCH Element Co. ICh.I Description Commercial Data Elements Style/Type 36 ottage Element Cd. I Ch.I Description Model 01 Residential Heat&AC GradeAverage Grade Frame Type 11 34 _ Baths/Plumbing Stories 1 1 Story Occupancy 00Ceiling/Wall ooms/Prtns Exterior Wall 1 14 Vood Shingle /o Common Wall 2 Wall Height - Roof Structure 3 Gable/Hip 4 Roof Cover 3 sph/FGIs/Cmp CONDO/MOBILE HOME DATA Interior Wall 1 8 Typical Element Code Description Factor 5 GAR 2525 BAS 2 Interior Floor 1 0 Typical Complex z Floor Adj 7 Unit Location 1 Heating Fuel 3 as Heating Type 9 Typical umber of Units PTO C Type 1 None umber of Levels 9 /o Ownership Bedrooms 2 2 Bedrooms 11 1 30 7 Bathrooms I Bathroom COST/MARKET VALUATION 10 1 Full nadj.Base Rate 50.00 Total Rooms Rooms Size Adj.Factor 1.37217 ath Type Grade(Q)Index 0.89 Kitchen Style dj.Base Rate 61.06 Bldg.Value New 53,977 Year Built 1930 ff.Year Built (A)1975 rml Physcl Dep 25 uncnlObslnc 0 MIXED USE con Obslnc 0 Code 1) yrrintirm PPrrPntaqe —Spec[.Cond.Code 1010 Single Fam 100Spec[Cond% Overall%Cond. 75 eprec.Bldg Value An cna OB-OUTBUILDING&YARD ITEMS(L),IXF:BUILDING EXTRA FEATURES(B) Code Description LIB Units Unit Price Yr. DP Rt I %Cnd Apr. Value BUILDING SUB-AREA SUMMARY SECTION,. Code Description Livin Area Gross Area Eff Area Unit Cost Unde rec. Value BAS First Floor 782 782 782 61.06 47,749 GAR Attached Garage 0 275 96 21.32 5,862 PTO Patio 0 63 6 5.82 366 Ttl. Gros LiylLease Area 782 1 120 884 ldQ Val: 1 53 977 Building Air-Tightness Test Form Customer Information: Building&Test Conditions: Name: Address: u'S� �7` Date: City: State/Zip: Phone: DJ , r/ Email: Time: Building Address:(if different from above)) Street:f z/ Floor Area(ft'): City/State: Comments: ���� �/�G'�?/L /5�l°Fi�/=/yr� �a��rr asvcc<s ✓,ds --- �G'ys3f.= 33 - - r/ Test#1 Depress: 4000or Press: Test#2 Depress: Press: Pre-test Baseline Pressure: _/ (Pa) Pre-test Baseline Pressure: '—a, 9' (Pa) Bldg Press. Now Ring Fan Press Flow Bldg Press. Flow Ring Fan Press Flow (Pa) Installed (Pa) Wrn) (Pa) Installed (Pa) (drn) Post-test Baselin essure (Pa) Post-test Baseline essure: — . cJ (Pa) Fan Model/SN r2,50 Fan Model/SN �:a/.✓. G�e-dwjve u isCFM50: ��' CFM50: /'1 73 e`er v ACH50: / / ACh/ V ACH50: Ak//�s� HERS Rater Name and Cert.#: 7,7 HERS Rater Signature and Date: ` 7 Developed by Advanced Building Analysis LC l_ _ Assessor's map and lot number ./�z..........�,...�......�� ` 0%TNE Sewage Permit number ..... e :........ sNouvinpu CNV 3003 IV1N3 oZ 9 3'1111 H1 BaaasTADLE, House number rasa A 3�N%TWWOD NI ( TOWN OF BARNSTATLntn31S,&S BUILDING INSPECTOR APPLICATION FOR PERMIT TO !..... . ..-°! �.. ............................................ 'TYPE 011 CONSTRUCTION .... " 1. ... "? ........................................................................................ ........................................1931. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location K4!. �1........ P! .. . ..9. D.._.'" ! S1V/� c..............:......................................................... ..... ...... ProposedUse C?e.*?a�,f.�, . ........................................................................................ Zoning District .:...... ............................................Fire District ....... ........................... Name of Owner'.S/.. .1 /�....��/!!���..................:....Address ....1.L/..........���...�� .F.e..................,.......... er . .. ...11Ll.�f6. !.:. -J.:�� �1! ��.�.........Address ..ec.1..�� � .. D.......Name of Build . ll�'�ls y.. Name of Architect ...............................Address ...............................Foundation ... .. .Number of Rooms ...................... �f17.G.... .T„r�.S.T. •./�'Llr......... � .. 4t Exierior ...... ..................................Roofing ............. ....................................:.......... i Floors . ................................................................Interior - ___- `�. ...._ ._ Heating Plumbing ..................................................... .. ......................... Fireplace ..................................................................................Approximate Cost .................. .....�ilr ..................... Definitive Plan Approved by Planning Board -----------_______-----------19_______ . Area ........ Diagram of Lot and Building with Dimensions Fee .... ... ....................... SUBJECT TO APPROVAL OF BOARD OF HEALTH I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name :�:l.. ..LG% '................ Hornig, Oscar 116-33 sewage none required Location .....Waet''Ba-y']Rdx.................................. | l ...........uonzanvUle.............................................. . � � � Owner ../Jscar,�Hozxoig..................................... � Type of'Construction .....W«xud'Fxmmw----'. ` | | -----,-I-------------------- ! � Plot -----~---. Lot ----^------ . � � Permit Granted .....Dctcbe/�-2�---]g 79 � � , Dote of Inspection ------------lV � Date Completed — .'---lV � . � PERMIT REFUSED � ----------------^----. 19 ' � --.—."n—' �� �� =°..,..`-------------.. ^ � CQ ' ----------------' ' C: ` ....................................................... . � � . . ' .................................................. � - lg . . . ~~ � .......... ....... ............................................... -------------------~---~'—'- � � Assessor's map and lot number SEC SYSTEM MUST BE INSTALLED IN COMPLIANCE Sewage Permit number !.iTH A�TICLE II STATE ......... SANITARY-`CODE,AND. ` PW Q�OF tM E r0�` TOWN OF B A R N S rXfl�sC. BAMST"Ll, i .�� BUILDING INSPECTOR �o war a' APPLICATION FOR PERMIT TO .... .......... . .... ........................................... TYPE OF CONSTRUCTION ......... ................................................19........ TO THE INSPECTOR OF BUILDINGS: The undersigned whereby applies for a permit according to the folllljowing information:/ Location ........f.. ..L........�✓. e..5 .....".4,............... �,.F-..1/.C...4:.4.�a. ................................... r , ProposedUse .... ...?-t ................................................................................................... ZoningDistrict .......?.............................................................Fire District .............................................................................. Name of Owner ........... .................Address ........ .. ...�. .. .,,5��... q.... <.................... Name of Builder ..� ......s..4. .6 '?5........Address ��' /.s��...Z///.•.r....w, Nameof Architect ........... ..........................................Address ..........,................-.......................................................... Number of Rooms .............. ...........................:....................Foundation .. ,eit.rc ........ ..... ........ Exterior ......4.V..: ...1'. ..............................Roofing ....... r��.h.G3':�.. ......................:...................... Floors ......�.q..... ..................................................................Interior ........ .. ................................... -Heating.__•--__1..G.1........ .....�,r ...... ..........................,.Plumbing ....... ......................... Fireplace ................... '�-e<-::............... ..............................Approximate Cost ......:................... . Definitive Plan Approved by Planning Board --------- . Area .......�U .......`�. ........... E � �o Diagram of Lot and Building with Dimensions �y t Pa$ ' / Fee ............. ............................... SUBJECT TO APPROVAL OF BOARD OF HEALTH /3 p G �.) 0 Li — � T_ _4 _ I+ I I hereby agree to conform to dll the Rules and Regulations of the Town of Barnstable a ardin- the above construction. Name ....... ........:..... ....... ....................... Hornig, Oscar 16694 add to single No ......... Permit for .................................... family dwelling ...................................... ..................... .... Location .......121� West Bay Road ............................................... ......... Osterville ............................................................................... Owner# .........Oscar Hor��k......................... ................ . Type of'Construction .............frame.................... . .................................................................................. Plot ............................. Lot ................................ q Permit Granted ..........October 30...............................19 73 Date of Inspection ..... Date Completed PERMIT-REFUSED ................................................................. 19 ............................................... ............... ...................... ..................................................... ............................................................................... ................................................................................. • Approved .............................................. 19. .................................. ............................................ ........................................................................... 1 J Town of Barnstable Regulatory Services snxi a AS& Thomas F.Geiler,Director 9� 0 A 1KA339S. `08' tF39.�A Building Division Ralph Crossen,Building Commissioner 367 Main Street, Hyannis,MA 02601 Office: 508-862-4038 Fax: 508-790-6230 �a July 31,2000 To Whom It May Concern: This letter is to verify that 117 and 121 West Bay Road,Osterville,MA are preexisting,non-conforming single-family dwellings located on Map/parcel 116/033. Sincerely, t Ralph M.Crossen Building Commissioner RMC/km Property Location: 121 WEST BAY RD OST MAP ID: 116/033/// Vision ID:6599 Other ID: Bldg#: 2 Card 2 of 2 Print Date: 07/31/2000 Element Description CommerclatDataElements itylef Type 6 Cottage Element Cd. Ch. Description odel 1 Residential Heat 3radeFrame Type Baths/Plumbing tones 1 Story ccupancy 0, CeilinglWall ooms/Prtns Exterior Wall 1 14 Wood Shingle Vo Common Wall 2. Wall Height 4 Roof Structure 3 able/Hip Roof Cover 3 ph/F Gls/Cmp ,a Interior Wall 1 8 Typical ement o e Description Factor 25 : 1 2E 25 tenor Floor 1 0 Typical Uomplex '1 21 Floor Adj Unit Location Heating Fuel 3 Gas i umber of Units Heating Type f. 9 Typical C Type 311 None umber of Levels Vo Ownership Bedrooms 2 2 Bedrooms 30 7 Bathrooms 1 Bathroom 0 Full uu_ . Total Rooms Rooms [ear e Adj Factor .37217 de(Q)'Index .89 Bath Type .Base Rate 8.62 Kitchen Style g.Value New 1,820 Built 930 Year Built 960 l Physcl Dep 7 cnl Obslnc n Obslnc pecl.Cond.Code pecl Cond% Go de I Description Percentage verall%Cond. 63 iuiu Single ram luu eprec.Bldg Value 32,600 Cade Description 17V Units Unit Price r. Vp Rt Yo n d Apr. Value Code Vescription tvtng rea Uross Area Eff.Area Unit Cost Undeprec. Value Fi-RTFFoor 45,s4T FGR Attached Garage 0 275 96 20.46 5,628 PTO Patio 0 63 6 5.58 352 r a GrossLivILease Area g Val: I , Property Location: 121 W LJ 1' BA V RD UJ1 MAP ID: •1101 03 1/ Vision ID:6599 Other ID: Bldg#: 2 Card 2 of 2 Print Date:07/31/2000 • t sa f:`'. .{'�1.`yY r :; d`qc p„�.:�: •a..;'p ,. l<3«.�> . F,_._„ "rs ca MW*�T�I 7 �P1Y.• z .s Appraised eg ksse'��4 a HORNIG,DOUGLAS , Description (—ode ue ORNIG,DOUGLAS N,TRUSTEES , 84,40U G�BOX.114 SIDNTL 1010 1099200 1099200 801 STERVILLE,MA 02655 Barnstable 2000,MA h""a ry' •c�t'. .S.fwC?r m�.rtdtw..a:+sxu.mm,a.zre-.,v ,. :-' rs �a. ' ccounPlan Ret. Tax Dist.. 300 Land Ct# . ; er.Prop. #SR Life Estate I S I 0 N DL i _Notes: DL2 GIS ID: T.fall 1939fjuu , .a. ^ ; • •: ,. sr"`av,-. :Fr �, a. �: #. .U,�Y:tl.` i - ..,g,., x� wr r;✓ ;:4, ,. r qq ., s:3: (sir `.t - 5 �+.t� •'N^ .•��}y.:, ~�. .n..: c y ,{e -Rw'•b�'k'K-:.•Ysn.'NSY1olbA.'4 ,��M, .nF� .-. 43.d§.Y: .°�:iz55X3.{.?{3£M&.✓.§.Yx3S3 �:3T.'S.aix 4p..c.YRn�°.,AMf;*�6`t\,,.,<<r :.•z'b;'fi>��..c�. va .x-`•�,h",14':.f::i x.x rt»af :tiaz;�':xFaDi.�4v:�M'Kr1e"q LAS r. a Assessed Value r. Code Assessed Value r. Code AssessValue , ORNIG,DOUGLAS C P0314-El 05/15/199 U I I A , ORNIG,DOUGLAS C& 3868/248 09/15/1983 Q 0 1990 1010 109,2001998 1010 109,200 ORNIG,OSCAR H JR'DTH CR .8178/178 U 1 A of ora: total: 166,OUO is signature ac now a ges-a visit by a ataCo ector or ssessor '.�i'� f��°t*4t :%� ..;.9' kkY.Sk:e.e?•sF4+!3�'b'fii:.`,PaG+F2, '�_i^k�"�i �, Sn..Fh� � Year lypelDescription Amount code Description Number Amount Comm.Int. Appraised Bldg.Value.(Card) 32,600 Appraised XF(B)Value(Bldg) 0 ora: Appraised OB(L)Value(Bldg) 0 ^ Appraised Land•Value(Bldg) 0 4i�.4- . � Special Land Value Total Appraised Card Value 31,600 Total Appraised Parcel Value 193$'600 Valuation Method: Cost/Market Valuation Appraised arce a ue , "'• %..' .z ,,.eo-: ..; �:;- V ,:+ -,,, .�,., ,p,.,.,:a:^,.•, c ..:- ..., _ .�,y �ti - � s,... �.... ja , ik ��.�x'H`,w 1�� �,�*' � 'i'•-4 §....sy y 4, aj : f �.•� ar;« ? nti «`r�c'�r, S'x •:Sfff'§`.,2� "zv:. as ..:z"u � :es.:ax.,c•�x r .xi.a:o.�aroa„m..urz.:,a..>z a1 c+,';t .•. A �r3 :.1 .�L�s..ffisa.R <...'�..v4 ^y&_4 .� f +� ..x� :'A.`as ks$±.a... 11.'�v. 'Ad:�%Nss 3v•w S4.I.�.$$.<I.:YFc YV � ,d �+� f'^ Permit Issue Date. I ype Description Amount Insp.Date, Yo Comp. Date Comp. Comments Date ID ca. PurposWResu7t, fi. w... , �, ,?t,.^. r., 55 :" nr,,'., r ,a,,, .....:.�: x. z w..•-a ., y s s:Y,tiy i "`Y*'3svv - r: sr`: '; >€'fr :r��h�:�� �.�� #�, s�, :° ,��YN•�r,.�:�,>E'wei:��rG� 3_������'4�'mSuCi�. n.,:ram.#ta•_.xA::>r�r:,sa a�Atk;aues�A�axE{�n;�•Ea�s.�,e.;9ss*aA s.is ��` ,s a#+ffil f 3 Use Code Description Lone D,Irontage Depth Units Unit Price I.Pactor S.I. actor �. ores- pecia acing �. nit ace an a ue z will osingle am es: 13U.UO TotalCardan nt Parcelota n rea: ota .an Value •2 9 a "'T/1} \ � -_y,L /. .' ..�, � � . �,;' Imo'j m SY , SIR Lno 30 m^ Or 70 T Lon lb Kr. g D v 3 a '.. C CCO CDN 7o A 1n a CD =-o ,Q C rr, = rn p „ Q tl ® � ® � � o � � � '�' � o o � ��o s 's a a a v g cvi � r•, a m T .� �. \ = A � O 'p � O ~ '•q r1 V1 T 3 IA', -y 2 A A A T p A O O —r O �° Z A p T o T sm A A T T A r G T a H T N v N E U) II 9QGTJ¢AL cOLVATIO\NGT�S I C � N II II p Y O jp i -W PGO^t9 TO eE 50.1- I\ II �a -O M"_4 LV� SO.L m OEN ♦ y ATIB�JA`SR`NST� t II -BLEAR LOJ=¢r0¢Z"'\Y.RL kS-06E 9' i � C1 I 'O e0^O•!5 6`OOfiN59(L A9T A6A:•LST C �ppO,, sw- A,LS O AV....LA•_7_-AILS c020-f¢ M O LO Y ,n - s I _p E ' I; .`O.VATiOA 6EMceh�OT�`i O Y 10'MLC M] Kl'L6.T•.V.p.S LpyQ=� V F•XJ,^.\5 N�:':!RW OE 3¢OA5 OF 5 FAQ e'0^1 50-0Y G AALL.EL—¢ .O SM-IONS S 0cTAIS'o¢HALL h46 5) ia'-0' n'p' 'Ap• 'j 6'-6 I) I C i I i -(J]Yb 51LL ON(U P.T.S'L N 5/6-%10' I I 1 90LT5 VSMLL E&A5c_90iF TS Al I Q7 90'OL.KN ANO a 13'P¢C'•LOe\"e5. 5'-6- 10'-6' f I 9E`AST.O N 9'%5'%Ja•m.A;e%WSERS. I •� 1 I I OhS.55.E AV'O¢9005 AV 07,E A 5,_,06.`O¢ �G.O¢A6E 6 SFRSIa:GTRc TO SE EV3-TF� j I IN FLLVAnpA, I a ! I 3 •9A59`o_o:s"6U S�NA9 TO!6x0 aN•LaONN"N� VA-OR J �I •W� 5:ne�n , I 4 I I 'O NA. I O A5 ---------------- - --�-T- _ --------- --------------- -------- ----------------- . ---------------------------------- --- as - - -- 1 �i ---------------- --- TOP OF PdiiD.iJU:. I 1 ff[ I i i h l l ,: 09E0EL.9T-0'(9l0) h6F , 'O'00:1:.AA—ON 14%13' TOP LP I� TO BE m".9l'-0'f9lL'i n GOCL.F6.N�.:(]15 fl_________________1_ SMOKE D ECTORS REVIEWED D*O I 1 pA4a-OPT 90i.6 WJ. . - ---- TOP 6 LONL.SLAB<A 9E Lo I S Y ?-Z / �, BARNSTABLE BUILDING DEPT. DATE , ----------------- L' I ! _,.Y. .. 90._.T50._Y- Top y5_Ae 5A4 y.K ?'�LOe ,o9m - DATE------------------ ---------4i, ;!, --9-E-A-n--P-YK--F.-. ------ ----------- ------- I �I 1 FIRE DEPARTMENT . _______: _____________________ 11 SIGNATURESARE REQ U! ED FOR PERM!T/NG = >• �nL,me:E—oll =ml"6�arm oecgC tym 1 I �o9v 5—:eo�go clI ! ____ _ ____________________ I 1 R.. I I m3a o dam- ma mom`, I 0. �, m — 12 SIb:�OR� m m - .]J ------------------------------------- ALO�L.TuFEN I I C '0 N fC I -5 ROA2 (D Cc fn d °` I I I C 0 y�y � 1 ! I ++ LL L 0 a54 I 11.1... m N N m R c D = OUtiDAT 1 O \ ? LA \ SPX IT6 1 O (1)�, U 50— E, 1/<- . I -O• I Nam. i 41 W ) e 9A¢ 0 11 -o_roOTw I O T- U) �I i R I e0_soa: job no, 612 ?p. date o2 r¢L-2o` ' scale A5 n'OTED =_TAIL ca FUD\,HALL drawn SOA LAL_, I/2' . rev. %. s 3;,- a a1K rev. n 0 ISSUED FOR PERMITTING Bhl I of e 'f II 50.`Ql�P_AN WTS � � 0 A M'.LS-0 BE 2xb5 alb' 'r V I' 0L M1N.gS U'1F�OT�QA SEl II ?_ N l0 -ALL 1 .�1IEE]x4Sa OL.M1\35 NO y O"E4n 41 II F Y V,/ll W ca W/6 70 3-.N RS:N'<Op EEQES 2 L = P.:T-A4'M'N.�T-�wpLi-QES;STA\'6_A9s Ii a (� ANO P,h -A�3 A! FAS-EA 45 p I STS-P!A5 SPS''I`�'I Trt OP H45.S-,A7'SNR—GOOF'---0 1 o<D E_EVA�ONS POR Y�NTIN eA.'ET4 a. -91 Fs �ANENR"OOOR-O EE :I M •O l0 51 'WN',GFEi'$ER'ES ' " sII _sToaws=_�ooQ To Be-�eVA II s.ro•�5•AQ -2--PEQ rG E_EVAi:TS'OQ-=A , QO.iEib+19 A3GVE 5.S_OOR Y -INTEQ'OR OOOQS,LASS OPEVINS LOLAilO!G ' w O <S4• j VO'OI`2J3�0'V AQE-O BE:D..A, 3 G�ST A'A5 S N,N .NI OQ L=VE�iA Y'KR I ' I "5'IICISL STUD POf./2T ORTME+ I 1! I ! s'-0' i_q ateq , I � 3,-0, T,3� tttt S,A� � V J •f/1 LO ATON OF AA.L5 AY4 INIEROQ IExTEQOR?'NA]'J Nao.VA2 W Ii ry 9 O CGAT ON 6 4J. OLYJrvVS I A 3 i�s-.zrea'�� -41 e3�a- =I •6q (n Vl ^+ I "•NT-x I I �: ON. — m�Il, s` io,,-G/D'/b x ao ve f I r-0X'. I I :0'�.1 a�-.f.Noswi 3.31, I I� I ; Qc.:,.�0 re z ao ire 20.9.=_-+.w:iA 2aalo I�A. o LNDY. Q.c,]-b vex»rre i1 �. KITCHEN •I� QE= NI i2 a E/v LI 1 LIVING ROOM o�I HALL j STORAGE I TA]-2 Q c I ° N F-FABQIGAid 6As 1 I]2 it I QO.:24 i%B�r a Tl BY T�E,,nuroQ'oe sMI.a.Q 2-10 i j 4 AT:NS:6/ i I SEAT I I ry PDR. oaoe DINING TA 2-10 ! 1 _<� II I i I <=m2 1 M:N-INS b/I• I I r ! jl'rI j .AThs.6 <� 2-a rez5-0rre I j IiI I.I ! 2-dvaz»Tre• I rod<" a$e q 2 :2 i Y' e� r� cegem<=e ee"m mP.T,FQAwE , ryIQ nl@ n, , � ni,- ry � i =i � sj@ cN (ern dory 4ag4 1KIa� I� 'a� �� N m fn T-O• 34' I o C: M 1'0 �f r �. I 41,^ CC// CO) LL 3 CNN a)0 T— F I R S T FLOOR PLAN T 0 5GAL E: 1/a.. - I'-0 2 LIVIN6 AREA"18e.94 SO.F. job no.: W2 date 02 MAQG 20:1 scale A5 NOD drawn: rev. �' o• "z rev. s�o emu. °�� 0 A 2 m ISSUED FOR PERMITTING sht 2 Of e 6 E 0 II . �o -Al: -,0 a-2x B a lb* v C OL Pt:ss'42 •AL IN'.MILS TO 9E 245 s 16' I 0. r O n r A -NNDO/5 tO M AN:F_QBEA AN,P_'!AOpp PANT^s AN'D�AS"EN'N6 O N OFIS A97,Al ?2.TiFBiY'J•. nF NA.`•9.$FOR 3'J6.000E V0 EQ TO ( C V NAiIO,v R`!nY1N PAS Ai I C V •'--' OE__AT016 FOR A' A I M A RO.rf'.6 r5 ABOVE 5iF3 I R) -rNTQN:Q OOOQ9 9 L OPT LOLATi0N5 m Nr.2 VEN9 OV'AQ_TO 9E LOOATEO 9 BT.DB(I (d'/27`N�T•E OST N l AB WN IN P_AN OQ O _'Vze�w ALE j II••NN9O11�S1RAN9 �Mffi! O 45'4' 211' n'-0h' n4' 'roh. 2'•9h' IJulC I I I I ^ Qf i s'-e'h' a•-a I B'-e° Bt' 9'-aY,' s'aa' 2-Bh' r I `I W •y I I I I I I i M+1 d �--�•-4 I � I A I AS' I � i 1 I ' I IA, �.:. Ij j _=-as'N ms;o mi y ° Qo i-.ovaz�lro I I m' flI I i O' N091V�i I m'i QO..1-o JB x.01/a i I - -= -------- r' I I -- 7-'--+ I UPPER 4 -rI 1 •, - -- - - '�^- . I HALL I _ P Ij F 0*0 I_ -, L6. 6,0' I g•-0• II v A 1 4'-0' j jrm' Qpp + L.N. 7 2-291 4 f BEDROOM 2 ' 40 �,I AAxrQS�A2r I i BATH I r nTtNs 2n x 2t o F I i Qo.2-6:ro x a.a vB 1 j HALL r mIT y+ OF FLAT/ BEDROOM I =sT/I r ---------- I r y EA. I ` r ----------- ------------- -------------- - ---------- j.� --So I j ,�--- I 1 I I t l •. ' f �V6��3a�oS,Vfa ygoF='=>•,- 2-2 I I � I I JO.�E�.A6�TN 2-2 c�u I& I I I .am5 a.[: /1 _ kO,2-0'ro x�c 11/51 ; QOv 2•brroxve as v� t :# t 'V x - e r I I I I I I (D ne I I xeln. @ I I U ) cn co U a.. uI�/ (6 N O sa I a'4 I ro' r n4' I sa' I Ao' , 90 N m 0 O LL -C !n N N O Co CAN U) 5 = G 0 \ D = L O O R F L A = O 5CAt e, I/a' . 1'-0- 1 ob no.: 16•2 '-IV NG AREA 16936 Y date 02 N RO-'20•1 SM18 AS.O* _D drawn F rev. A-3 c ISSUED FOR PERMITTING shl 5 of e E --_________-- qoO- 5- z C, IMANTEED ICZ-A=SRIGC c, IA AS A5 SD�! U) 60Aq ll �2 CA- A cc :::7— CS CD N�A GI-S O 2 12 Sooq I"40e/r�°-�CASS& -------——-------- —1,ZA�-r*—J. IXWXb FASCIA N �.T. BEV X5 EAP/4k� J.GPO RA<E BOAIW 16 IVMC.sl- Arm To:eTu POR'Sq SAVE(7—J, t13AM FASVA(A'6"J`) Zwm,=0 ON-x Boml� I "'11 7171 —.0 Se-C 11— "Lill'Li L, to — — — — — — — ------------- XC< C13 low S.LI—AD R 0 N T NORT E L E V A I ON R I & H T E 5 T E L I H V A ON II kl I 5rA:.E, if— --0- mo JE OE qED FTP I--!.g2"--:s,.as AS A5 sz?t 12 12 �'LA\PrnW ROO' C "D ;�2 L M W c 0) U) -LL `12 S I�LEB 0 0 . IC��AND U) — — — — — — — — :) C M ED 0 0 'll C 0 CA5 A\ V� 'c: 4- a) 114fll i cm N a) II V JIB 0)-0 'r- U)� 1 7LI% Ili , LLL job no, .&,2 date 02 YAqCH 20:1 -- ------ SCale AS.NO drawn � rev. R E ARSOUTH E L E V A T ON L E F T E A 5 T E H V AT 1 ON rev. SCALE. 114 SCALE. A-4 ISSUED FOR PERMITTING and 4 Of E E -_---------- 0 CAP ze ((U bcI]elvbe BowRD I ° ! (TbWS?KTJ I < :J 7X5'RLTJ 90A0 (I]%,]� .90'W ( I (I qRD m _ ZX<LO11AR 1E5 .- ___.___ 'NON I MW-5 (VON'-5=,x')50 ~ tly�N! •f..1 -_ -.�._. _... 'LA MA¢<'ROOF 5y1.. LLES Y i 1 In Z 5/e G62%F".007 OV I Br CE¢-A.V^EE70\ ___ _ .. ._._.____I._-___ :AV'�AR['aGV'Sil4%P5 U) 'LANDMARK'ROOF 5LN6LES __ - 1O 5/6,AX^.�M000 0% _ __ ] N BY YE4'NNTEED 0% `t 3x 05•a'OL. I .: - 3%O S•b'04. t - w%LYYOJD0 0V L L l �t 7A05.10'04. .� r C :.. .:. 71A05•Ib OL. n'z<o�QE�e eeAM .:. 1 NJ:D7 WL•ErNLN 5'DE D)fB L5 35.�•- r N Z`CO 02 f„.lSc.ON77 •=-'O'J] N 7%0 OZEA:E WAS I _ s b'J., !Pl OD NAIL a FJLII S'DE .`^_r 1W NAIL a EALM SIDE p L 'oD'Al_•SALE 5,>= :. I_ I C •U w oo—Ds.=.nz )) .- 1 i �= ]X8 OO.JOISTS a Ib'OL. # 0xe C 5.A55 Ib OL _ _'OP OF A. M O t0 Zxe CdL JO:WS a IB OL. I ,( __ - I �' S•' -1•I r BATH 1 .I PaiE�I m 2x10 ROOF RAFTERS vao ROOF W_.VZS - --- § •'a•oc BEDROOM 2 9� i',•' SI •Ia-Oc. j ,1',4I I YI 1 I ----' s Z%0 R00'W°TEn9 I m l I I S ,•I I •b o. i �I A.,s,'xS ON I ;p - - I I BEDROOM I 4; I YI o r .C.Si Va'`3 ON L 5�x5°3O I I/7'Wx RYMOD I/2'WX c_Yltow 1/J D.x P_./JOD I __._.. o l I L.5F N LE5 OV ON3X6.5•Ib•OL. -� 9/ b. ./OW • - a\ZN09e 6'04. 3/a'T'S FLYIL'A'.D O.ZX69•b OL. i 9/a•- o --.— _ _ ••^::'•"_ I(J'W%c.YwpOD 11/B �O5 eOL I •, - Ve'.-JO15•0°'OL •fib._YA00J ._.=.s..w_ I p l/B'.-b •b'O.C. f2)1 3/a'X 1 t/8 OV D%bs•b'OL. to I 5- c� V. �•°J_°L—•ND FLOOR 1{ - v..r YID •°}_fAND°.00R ::/Y ] i�'-• 4000 �13 I]� I .ON'7 F110R� r t 'fr .. .. '-..- .:... :' (91 13/<'A l I/a• ! R I j i- I ] L_ —_ 1l/9'-L Si E OZ. _4 V J LVL IEAOER (3)1 y,/a•x l/<•LY£V� I fZl 9/a•x n V8'_vL _ - —___ �_ - ai •;_{' I �Anru ue DSE�cR I ' I V w W _� '``1 I j S! ;51 DXe�as_a 4I 1 •__.. I S.AO Bn;] I d i LIVIN6 ROOM aI I I 1 I STORAGE .alsrs•a•oc I PORCH DINING I I oI I C'' • Y -c • I; T-. N07 _ r�1 3/<•%1 T/9'LVL .f-1;-= •--•.� I., 5/<--�6 a_•M007 - ~� i 1 I T/8 I,G'S•b OC p I 1 I BEAM FLfi'J 11 l/B I-JJ 5 •E'04 FJIO FLRa FRS'RR I ON 5/4'T' 0"OL, (/ VT 90 J 5/ 39307- LI °3T-F 1'19yT') I I I 98-3 5/B-T9090 51a LR a IRS'RF_© V �+ # c0°0'FOMD.w.4L -r 0?6 cOAD.AAL! •0F 6 _°914'. 1 •1 �-w�15-0., ToT :. i Fl To �WT- I N:xb SILL ON N T BASEMENT NTubSLrnN Ps. BASEMENT ]xa.os5 BASEMENT N DYb SILL ON N v.•.s,L w =L N 5/6'x9 Avon /� OL.FAN.12'FnOa�WC\rRS I SIC'N 3 XI7'K. V'.! FQOM CORN4RS.....4 X.IX -• I El. =MIH!Zi 90.T5 PEII SILL 90_5•93 OL.MT 0' •5'"51. eA . -0 S OM W l� b ews_ tvT sags ro BE BASEMENT!Z7 90,-5'GR 51_ BASEF1.l°xA75 TO eE 7x6 RT b Q; a WV'L,te0ac FS I OV LONG.19N0 P3')ON CONL.l3DDD P517 Ox BEAv� ) 9A5 "T SLABS TO 9E - E!0 10•GONC FRo5T HALL a•R 6 D VS1LA-IOx ON a•RI61D ICS/aTOV W :O WxG.`aO5-YIALL R 517 I4%'a-ON ON GOu l30W°51)ON �FOOiI116 N CO , b L.VA90R 5A¢Q'ER IO'GOAL FROST YiAL' b M L VA^OR BARRIEQ 6 IL.VAPO¢9AR¢IER OVER b'/v'LLGRAt� ON Za•x]•Y4VG ON i'x•Z'LONG. OV`Q 6•re1y-j <'Q167 IU°iaTIOV OV 0'LO,G.`a05'IV1LL YRAVEL W'°ALA TO Td0'\6 N<P' ONE¢6'VgL4RADFD FOO'IVb N GE' SaAVE-W-AL-4J v OV'R b c 1 bG'ED Nb N� 4�8 Yqx 0Q'Y try _ 6RAVB.COWALTED TO / b N VA�OQ BA¢R c_R ON 7n•X' g�1A%.OQ'!7SY511`.' c5%MAC DRY V55 TY SRAV C4PFAL'a TO °SR MAX DaY DECSTY ,t D°(i:OOlKS Iot V✓ c_i_.M'-7'fD°.Il'i TU_.,2°7,•2':J?Jl1 P-3'(]RJl'1 —E PF —i�el 1� S E C T I O N A S E G T 1 O N B 5 E G T 1 O N G g E C, - 1 0 N 7 SCALE. 1/a'. , _O- SCALE. :/a• I'-O' 54 ALE, I/a" _p SCALE. '/< . _O• Jim^< -cBa��e 1M ^6 a5 c.ai.� u�o p aF.�a 95�3'p�t•.o�6 ca ,p s^ o-mmy uo` I It 2x10 FAF-EQS -^mmaa. /(��� ST CEa<- DDP 5NIN5LE9 y/ 5Y li_RMT OlG_D ON I I I /) (A .S Le.?1T OV 5/B'LDx 1 ,I, �7 \./ �+ PLYnD.Sr-J1r.,N5 � I I U7• S , I j ; _______ -_ � ��A,+ L 0%10 WA-F5•WOC. -_..__-__ - I ':.AWn.AQ<'R^AF pp,, , 54N*LE5 9` I ' 1 1 .t I O 7 CEQTAINTE°_1'ON I i _--___. ._ _ W/ aV I SVGA�a00F IWO0.Y SN'a'F.15 - II 1 11 66A:6E 6A_VANiZ1E0 I ///��_��, �`FUG \d 1 - I 1 LER;ALVTsO OV < I I 2°a? .-. /�� /lAY •5 L9 s T O.9!0' I' -I a1 N 0 m LDX?.Y.spa;+Nb ] 1' ; I� M i oO x aims ox=ne"L< r `e WU� �. III I tO02 c I r I-i li LEAD COATED COFsa -A4.IA 'LASG`l5 I I 'AYI6E nE0' •' ___._..._ /UA�, i 6 VP I ( L !LB-�OS]i 9RLK VEl__ I.MXD FASCIA ' S (BWL-QTA7AL.ATcRR I i _ �� N x SOFFIT Ix 56FIT II c 1 I' I 1 .I LE AV NA'ER 9AQQ'_ I t x9g� W-eoON I aN la•Wx�LYAao� job no.: 161D Fe09 �cgpxUll F801a 3°7`OLO•G .x FR2°R°i-RNT 1%°w0L<I\S A� < T 1x,m WARD OV Ix dAt<IVD I �N{� _ _ _ . c 1 oN.N SLOL<INb 1 I a• I I j date 1 I 4• ' I 1 O7 MIAQCu DO'l g�•� 1 10 W' I I ' N .. .._ saalB AS VO'ED � AL.crI'N5'_L5 �' 1�1 I I I ON z'D%�r,"="O" �'; f drawn I%N°aD GASIN9!a VJ•ElP I �1'^ I I rEAD LA5145 ]X6S.16 O I I 1 01�1< (�In•ExPJ •I rev. •":O SAVE DETAIL AT DORMERS O EAVS DETAIL AT MAIN HOUSE O EAVE/RAKS RETURN AT MAIN ROOF O DETAIL AT WOOD FRAMED CHIMNEY rev. a ' og SCALE.I In'.I'-0• SCALP.I V7'.I'-0' SCALES I In•.1*- SCALE,• SCALE,I In'.I'-0• GIs ��D' ,.= A-5- ISSUED FOR PERMITTING sht 5 Of 8 6EN=RAL 3.AA-5 AG'I\G AS RE-A.\\5_�_5 5.GO\GRETE BR G<5HALL CONFGRY 0.ALL �YNOGD 5=A-L BE APA E 5=A__ NOT 3- BAG<=:!cD N SOU O ASTM G55. PERFORYA\C= RAT=D PANELS CONFORMING S-EARNA-_ -OLDDONN 5Gi-FD,LE 1; 3 E 0 BRACING \T.L A_. S,�FORT\,550L TO THE FGLLONI\6 MINUWi�M REGU+REME\-5: 4 I.STRUG URAL DRAWINGS ARE a SLABS ARE '\F_AC= a A` 6.6ROJT S-AL' CON=ORM TO II "; m TO BE U5ED KITH THE ENTIRE /-_ REGUIREYENT5 OF A5TM G 46 a / I I, FGJNDA'10\ HO_D70N\5 a A\C=OR SCL'S: < o ADE.x.A- STRENo A. FLOOR-5'JRD--=�OOR TaJ,EXPOSJRE i, go SET OF DRAWINGS. - SHALL -AVE A COMPRESSIVE 3/4',SPAN RATi\6 I6". 0 5TR=NSTH OF 5000 Psi. ,� 4 GO\!PACT A_L =:__JNDER=OOT'N65 B. AALL 5HEAT-'N6-EXPO5L'R= I, 112", I /� -D�S-SD52.5 Av/55TB24 5/b"DIAME'ER ANC-OR BOLT I �_ cc 2. A_L SAFETY RE6JLATION5 a 5:A55 TG T-E 5�=C.F!ED DEN51" 1.VERTICAL a BOND BEAM o A/CNN 5/8"COUP FR \:T BE`W'=EN 55TB2L a 5/8" t SPAN RATING 16". " ARE TO BE STRICTLY FOLLOWED. a V=RI=Y. REINFORCEMENT SHALE GONFORu �� T-R=ADED RGD INTO HO_DDON\. 005'TION 55-324 I R w MET'ODS OF GONSTRUG'IGN a TO THE REQUiREt/EVTS OF ASTM A6U. I A/ANC!-ORMA-E TO FORMNORK PR!OR TO CONCRETE ERECT!ON OF 5TRUGTURAL MATERIALS G. 000E SHEA'HIN6 EXPOSURE i,5/8", I' =O.R FOR CORRECT P!AG=MENT. �I c cLa IS THE GO\TRACTOR'S RESPO\5131L- 5TR�GTURAL 5-E=_ 8. MORTAR SHALL CONFORM TO THE 5 AN RATING :6". ! REGJ,REME\T5 OF A5-M G 210 . / _ /, -.-• I AND SHALL BE TAP= M OR 5. - / , / , -DL8-5D52.5 N/557528 11b" DIAMET=R ANCHOR BOLT i m 3. THE ..ONTRACTOR 15 RESPONSIBLE DF5o\,FASR"-A-'O\ a ER= I ION - DES oN CR-ERiA N G\A l/b"GOuPL ER\J'S`N==\ 55B28 a l/b' B s FOR 0155EMINA7:GN OF ALL SHALL BE 1N AC/GRDANCE N1TH '-R=ADED ROD !VTG HOLDDOWN. POSITION 557528 j y T `rE A'5C SPEC'=:CAT O\FOR a. Q A�iTI ASSJRANGE TES`iNo a / u o- / ___ REVISIONS a R=GL'REMENTS G INSPECTION SHALL BE PERFORMED APP_!GABLE BUILDING GODF N/A\.^OR.IA-= -0 FORMWOR< RIOR TO CONGR� THE SUBCONTRACTORS. S-R GTL'RA_ S-=E_ EGR 3U LDi\55, / - r . *O.R=OR CORRECT PLACEMENT. LA-5T EDIT 0\. IN ACCORDANCE WITH THE MA55AGH'SE`5 8-H EPMON �; REGJIREMENT5 OF AGi 530.1/ASCE 6/88. A. REASONABLE CARE HAS BEEN 2. D=5 5N HIND SPEED: 110 uPH I' --DU,4-5D52.5 N/5BIX50 P D!AM=-=R ANCHOR BOLT i TAKEN IN THE PREPARA-!ON O= 2.5TRLGTuRA_S-A?ES SHALL CONFORM u EXFOSJ`?E G, I=1.0,(5 +1-0.18 �: I .4 i /V GNN GOLP_=R NJT 3ET�E_N 53'X30 a ALL DRAWINGS AND SPECIFICATIONS 0 -HE FO_LOni\6: FRAMING LU•IBER a CONNECTORS I ?HR=ADED ROD INTO HOLDDGW\KITH HGLDDONN �I c HOWEVER THE ENGINEER DOES N07 AT-ACHED TO 6X6 0057 P05'TiON 531X30 W/ tT GJARANTEE AGAINST HUMAN ERROR A.WDE F_ANGE MEM5ER5 A5TM La- II u TO - I:/'- o , _, � - I.ALL FRAMING _UMBER SHALL „ ANCHOR,,A I_ I . -ORMN�c< RIOR TO CONCRETE G� N a FOR THAT REASON IT I5 'MFERATiVE Ao42 SRAD=5G. KILN DRIED iO% MAXIMUM M015TJRE PO1,R FOR CORRECT F'_ACEYE\T, w m THAT THE CONTRACTOR 5HALL CHEC< GONT=NT. UMBER SHALL MEET W H v .ALL DIMENSIONS a DETA!L5 a MU5T 3. CHANNELS a A\GEES ASTM A36. AS A MINIMUM THE FOLLOW:N5 I VERIFY ALL GOND!TION5,DIVE\S ONS, = a F ,-_F, i STR GTURAL DESIGN CRITERIA - D_SiG\VALUES FOR S: RUG=-' IN= R: fi ELEVATIONS A' THE SITE.ALL G.'r55"c0,\D a R=C-A\6JLAR TUBES I ! 1 `O 0,SGR=PANGIE5 S-ALL BE BRO'JSHT TO A5TM A 500,SRADE 3 r'=46 K51. A. 2X STUDS GO\5TRUG-I0N GRAD= - F R5T FLOOR 40 F5F LL ~ TO THE ATTENTION OF THE EN6'NEER F3=800,FV=65,FG=150 I 'O P5F OL M�1 Li c 3.ALL ,ALVAN'Z;N6 5HALL GG\=ORM �� i Mrl 0 y 5. THE CONTRACTOR 5HA__ SUBMIT TO A5Tu A 25. B. 2X JOI5T5/RAFTER5 NO. I GRADE ! - SECOND FLOOR 40 PSF LL COMPLETE SHOP DRANI\55 FOR F3=I.50,FV=10 O PSF DL CG\\ECT'O\'0 CONCRETE FOUNDATION !ALL GONCR=?= RE,NFORC\6,ALL 4. BO'_` 7 G0\\EGT:O\S 5=AL! 3F n`TH C - A`IC/5-0. 20 PSF LL �' V� '� STRJ,TURAL 5-EEL, a SG-H L i!6-STRENGTH DOLTS '\AGGORDA\GE P05T NO. I GRADE FB=500, !G P5F DL I O ; v // ,'-/T TO CALCULATIONS a 5-0P DRANIN55 o=C=C �, FV=65,FC=615 i ' FOJVDAT.O\51__ , LATE ,.\\= ON Iv G\ BETE: I u, F u N'Tri'-E S A`IJ\FOR - ROOF G5L 30 P5F 5L '. I FOR ALL ANU'FACTJRER_D _� 13=R S'RJGTURAL 0t\`5 5\5 AS Tv,A 325 0 PRODUG75 a THEIR GONN=CTOR5 OR 4a 10 SF DL ;; ,/;�A G SGL-S. 2.ALL FAST=VINO OF FRAM!N6, DL '' 5/8' DIAu=TER ANCHOR 3GL'5 G 32'' G.G. !M FOR REVI=W PRIOR-0 FASR:CAT,O\. P-ATE5,5!LL5,5•:4EAT-IING a - EX-. AA'_L5/5TOR. 100 PL= ! _ _Y OTHER HOOD YEu3ER5 5-ALL i I \OTF: A\CHGR BOL-5 REF=RE\QED ABOVE 'O BE 5/8" :;)IA.5.A\G'OR SO_ 5 S-ALL BE AS' A 3G1. E // - ! . , I �! '1 B_ i\A, GRDANG= WIT;. IrE - I\'. NAL_5/STGR. 80 P_F DL A3G1 5TE=_ A\G=GR SOUS N/3"X 3"X I/:" A-= NA5HER5 CONCRETE D=TAILS SHOWY a MINIMUM I Y,'NIu,:J,u,=Y5=DvENT INTO CONCRETE. 6.ANELD5 5HALL 3E MADE 5"OPERATORS REGJ R=MENTS OF -n= - DFGKS/PGRG=ES 40 P5F ! I.ALL CONCRETE WORK AND MATERIALS G=RTiFIFD 3Y T-= STANDARD MA55AGH:5=775 STATE BI LDi\G I' 0 P5F 5HALL COMPLY WIT-THE SFECIFICAT!GN5 GA_.F!CA-!ON FROGEDJRE 0= T-= CODE bTH EDITION'. FOR STRUCTURAL GO\GRETE FOR 511'LD!\65 AM=R'CA\N=LD\6 50C.E-". (AGi 30I-89). 3. CONNECTORS 5HONN ARE AS O 1. NELDi\6 5HALL BE IN ACCORDANCE MANUFACTURED 5"SIMPSON H A.-i- T-:E AN5 Di. GOD'.`- FOR N=LDIN6 STRONG-TIE GO. ,\C.5J35';TL''IG\5 � 6E�=aA.�vAl_IN„sc�ED:L=-- �o w- U) .� 4 2. ALL CONCRETE 5•.AL.HAY= A 28-DA 1 m in COMPRESSIVE 5?RENGTH OF 3000 PSI, V 3J11 DI\6 G0\5-EGG-ON. M1,5T BE APFROVE7 !\WRITNS a:v-DESCR'PT:o. � aeR OF I crs=_Q OF NA,_s=Aclw C to Ir I GO`!`�ON NALS Sox WITH MAXIMUM I INCH A6GRE6AT`E g BY THE ENGINEER. INSTA_LAT'GN Roo==RA. • MAXIMUM (9%AIR ENTRAINMENT FOR _ I OF ALL CONNECTORS SHALL BE O � EXTERIOR CONCRETE EXPOSED TO S.PGG\\=G-i i\5 NO-)ETA^E�5 AL IN S-RIOT ACCORDANCE A,-' T I s_ocK'6 To w==_Q roe-w•ED/ z_6, __,� EAc� D ~t% DE5 o\_D F OR TH= L.OA.O5 SHGNN - MOISTURE. / / H_ MANUFACT'JRER'5 1N5TR,GT O\5 Rl�SOARD TO RAFTER(END-NAILED) 2-6D s 16D i eAG- D ON TEE DRAM Nos,OR FOR_OADS 8 MU5T EMPLOY ALL REQUIRED ¢ o � S:V=\ i\ --E 5TA\DARD LOAD AA L FRAY.Ns o p FASTENERS. B.ALL REINFORGI\5 STEEL 5-ALL 5= -A3LE5 OF A 5G FOR THE SPAN, coP PLA.5 AT IN:-RSEGnoP5(RAGE-NAi ED) u6O 5 16D AT OIN 9 y DEFORMED BARS OF NEW BILLET STF=L SECTION a SRE\6=SPECIFIED. i' 5TJD-o s-lD(RAGE-NA LED) 2-16D -:6D 2-O.G. CONFORMING TO AST\,A 615 GRATE 6G. 4. ALL GOVN=GTORS SHALL BE ! _ HOT DIP GALVANIZED. I: ER TO sAa=R rF =-- "`E') I 6D -60 6'O.G.A-O 6 EDSE5 jl D VA i0\_5\0 _D A5 TOF 0- 7I EEL' i FLOOR FRA ;w 1 4.CONCRETE COVER OF REiNFORG:\6 BARS RE-ER 0 -E TOP r AN6E OF ROLLED SHALL BF A5 FG_LON5: 5FCTi0\5. 5. :N5TALL ALL CONVECTOR FA5T=\ERS JO ST TO 911,TO^c A E O4 GIRDER rDE-AILED) <eD <_,� i =ER.015T W BEFORE LOADING THE _01\T, a_ocans=o.ascr-OE-vWLED) 1 =-eD 2--OP EAG=END i A.3"AT GONGRETE PLACED DIRECTLY ! SLOG<INS To s L_OR-w PLA-E(TOE-NAILED) I s 16D <-:6D EAC BLOG< M N A6AIN57 EARTH. MA50NRY 6. 5PL T NOOD 15 NOT ACCEOTA3LE I .EDGER STRI=-O SEAM OR 5 RDER PALE-NA LED) ! 9'60 <-16D EAG Jo15T II 4 0 7 7 FOR ANY GONN G I IG�. 0 ST O\EDGER-O 6EA� OE-xA'_ED) 5_ �+' t L B. 2"AT ALL OTHER LOGATi0N5. _ _ 5D I 5-.OD j 6R J0.57 i /cf) �`U I. MA7G\'�y GO\7TR,C!IG\7�ALL ! SAND.OAST-O-0 ST reVD-VAI-eD) 9-'6D �6D I =EQ-0'S- I �I��w(1) ^m GO\EORM TO -rE REGJiRFM=\TS 1.ALL EXo05=0 FRAMi\6 MEMBERS SAND JOIST-O 91 L OR-0P P-A rOc-V'_ED) W,r (0 N 1-i6D 5--bp PER FOOT Li M U) j 5. NO HORIZONTAL GONSTRUGTO\JOINTS G=SF=UF CATIONS=0R MA50\RY SHALL BE TREATED PER ANPA W rM ARE ALLOWED,UNLESS SPECIE GA__ STRJGTJRE5(AC' 530YA56H 6-bb). C2/C9 GGA 0.25 a MEMBERS I\ ROOF s-1 w.w 5HONN ON THE DRAW:N65 OR ALLOWED 5TRE\5T= OF uA5G\R =N/='5G0 PSI. CONTACT WI-H SOIL.5=ALL BE ^O°'s e GT'RAL`A`=s I O IN INRIT!\G BY THE ENGINEER. TREATED PER AWPA C23/624 ' RAFTERS OR.RLs9Es SPAGW VP To 6.Or,. 6D op 6 EDSE/6•=:E O I t (n U) 2.V=RT;CAL R='\FORC,N5 O= MA50\R .6 Y GGA 00.L03 51- FABR:CAT'O\S RATERS OR TR,•.,SEs SPANS 0V- i6.O.G. eO oD EDGE/A^=IE-D 4, C _ 6. R IVFORLI 6 EKSWT,IT 57ANOARO I %HALLS SMALL 5=A5 ;ND CATED 0\ GUTS a SORES SHA _ BE TREATED :\ i! &ABLE ENDAALL RAKE OR RA<_Tqu rvo&ABLE OVERriA s N BAR ENSTy 400< - / // ACCORDANCE WITH AWPA 5T7. MI-. I 6D oD 6 EDGE/6 FIE_D I ,[ Z DRAN;\D5. A'_: ,,,ORES G= I; "' "' ! -SAS�e EN.J'AAA RAGE OR RAC:SJ55 I:/S-RK-JRAL Q., 6 OO<ERS 6J 'O7 '_ _/6'-1E_O 1 0 C '< vA5ONRY \-5 5-iALL 5= ='LLED - N 'S 6 ,z N T=GRO'1-. RE\FORCING BAR 6. ALL MANUFAG',RED LV_WOOD FRAY\6 I GABLE ENOAA_RAC OR RAC RF}S J LDD<OV 3 OG<S 0D OD e^EDSE/<'FIELD ii T- 0 •6 ! 'o' 6 I LAPS 5=AL._ SE 2-6' N/•\. MEMBERS 5HALL -AVF T-°E FG L'�N NG Ge L 6 S EA N6 I O O n 2- H i .B' " Y A 51GAL PROPERTIES AS \,'N;VUM: 5D Goo-..Rs I - r=-DSE/:o•ME-0 I 2 3. r `cG ZO\'A_ XINT REINFORCING 6 AAL-%EA-1•, job no.: sa FOR VA50\RY 5HALL BE EGUAL ==2.OXIO P5'.,FB=2800,FV=21-0. �I NP07 9TRIGT AN.RA-PELS ' I FOI,NDATION5 TO DUR-0-AA_L TR,55 VAVJFACTER=D dale o2 MARc,�o T NI'- N,RE CO\FERMI\6 70 A5-`/A 82 0 = sTODs SFAGED.P-o=�o.c. 6D DD e _Ds=_/'�'FEu ALL FLOOR JOISTS SHALL 3E AS scale : As.oTFD a GGA -D FOR CORRG5 ON FROT=G ;0N V /-I V / / I D'AND 29 92 e•SER OARJ oAL='_5 BD ! JV= e� 9 = E/6 =FiD TH=ALLOWABLE PRESUMED SGL //, u A\JFA •,RERED 3 BOISE AS AD= y, drawn BE GAR-LE IS 3000 PSF, A ACIORDA\G=N`-AS I A 53, a AS 51ZED ON-HE DRAN,\CD5. ALL "' 6 siv^A�°ARD sD oO ERs Ewa .-T �6=_/,0•=_0 = F= c GLASS 3 2 A_! N RE 5-A BE FA5-=N'\6,BEARING,3RAGINS a I' FLOOR SLEA-MN6 ? eMw !, rev. nHIGH IS TO 3=V�Ri. I_D IN TEE F,_LD a COAL= u N u u, FROV D= Y,\YUu ST!F=EN':\5 5HALL BE N 5-R GT AGGORDANC= I BEFORE CO\STRUGTiO\. AP G= 6 a v5E PR=FA3R'ATED _S rev. WITH iE MANU=AGTJRER'S R=GUiRE =\T5. �I SECT O\5 AT AL_ OR-555 OR CORNER S 2. FOOTINGS SHALL B=GARR!FD NAL_ \`ERS=CT 0\5. �i 6REA-R-�•A\ ' OD i 6D i 6 EDGE/6.F,=_D TO LOWER ELEVATION THAN 5HGWN S. 1 ON THE DRAWIN65 !F REGUIIRED`G 4.GG\GRE-= MA50\RY UN'75 5�ALL REACH PROPER BEARiN6 CA*G Tom. GG\FOR\,TO A57M C °0. ISSUED FOR PERMITTING sht 6 of a E 0 AOOD P-,5T DOAN m c=i --- --------------- A G :�:D I NOOP P05T UP AND 29 2 !4 8 W AS A5 L A5 - 0 X NOO:;) P05T JF M 2X SEA� W SW I 'L (3,"3/4'X 11 llb'W_MAX ffIJF_M,' HAIRIN6 MLL BELOY� @) HARING AALL A50\/E « 'a m (REF. TO 5T-,,��--T. PETAIL5) 7; ------ ------ NALL A=-O\/r-- ;--- ----- --- --- --- --- --- ------- TE 7- ---------- ------- ------ ---------- R : - 12 TOILET LOCATION(511AGE T. esE A. 54 JOI5T5 A5 NEEDED F R IL OX 0--�S 0 � OF �ISTS --- --- CM I-�0- ALL P05�5 @ EN:)5 OF BEAV- 5 UNI TO 5E(5) 2X4 NO=5 OR'5) 2X6'5 to LE55 7D 0 7 ti=37 AL'- AINE�OA HEAPER5 TO 5E(2) 2X6 5 W 1/2" UNL555 NOTED A5 HE 57RUC-T. GENERAL NOTES 2 ji AND 7P. [?=7A!L5 FOR 0:-ER T7,2�2.,� I W I RE=- - :-i R;0 J:R E:v- ENT 5. (2),-3/1*X,l 1w f= I R 5 T F L 0 0 R F R A M, I N r- L A IN 5 E r- 0 N D F L 0 0 R F R A M 1 \1 & F L A Ni SCALE. I/A' 1 -0- SCALE. ;/A' —0' I � LD w -!. c/) . "t to RcoF P A N o c6 cv SCALE. 1/0' - 1•-0' co < C6 A 0 7! AS LD A5 AS^ AS A5 2X6 ROCe QAPTetS �2XODO- 2X5 C�h, STS I lw OL. ot. U --------- U to a) - -------------------------------- ACCESS --- ------ I' II fj m if c m co 0 LL CO) �2 0 L 0 E -------- ------------------LAI LL Cc M .0---------- LL 00 a c ----------- cl) ---- -------LJI -------I---I--- w XIOEM- Y—El— 20 )2 -- --- -1 cm 0--- cc C,4 0) -------------- 2XO %IA7.�-S "0 ca W oz. jL V OL. LIP 0 0 -r LL .16 O.G. 112 S' U2=SM A• — � job no, w2 date 02"AQG 201 scale As ap+Ev drawn E I L 1 N 6 F R A M I N 0 P L AN R A M I NG P L AN rev. SCALE. ;14' 1-0' SCALE, :/4' J-0-0 rev. �� � S-2 ISSUED FOR PERMITTING sht 7 of a 1 ' r 1 1 ':'.:::.._._....•.... ......s�.....s.n...l:....(P..�o.z.¢.v_AeuvxI wbl Ls I ' GW*, 1 Sa •cuf �E-----------------------------------------------------------------------r---- ---- pA l a W=J D �J`15M. AD-02.WD p •Ci ;.i. I i t Ian w_EVE¢-B• I { ,I w z C Q i. I 21 I w AS'R`v+..A-y.�5 To 9/8• F_ h I: BD LOK-Ox CAILSx 9'6¢O :1) 'I I E' 'I', e '(l'bYP BOA¢O PAIR¢A9 a ^N A�B'oL. I: n VER',GAL PANES A'1 , ,•. , - I 'x Al FNAY Ys SVJ$AV 9"3 M'PJ , I I •1 IALo�4ry I , I -�- PO/(.o-- PASS ••�- i I ® I $ I J ! As 1,-=M 16J s Z S N 2 ROns ! I I F.ZAMIV�N-M9=Q5 I .____________________- O lC I • !ri•, w.e'�r:.lr::r Lr.lu I a 16'O %,, _D6-NTERC`--MATE -I �xa c.s •EADSR(OlAGC 55 •.., I I .I.I m 0?Im JA.:<V.z I\9:DE1 O '!1 ! pQ I I I �� I m �j I I I vv.(y ze s-as.^.�J a� x0' PoST ST.•O IJ. B� nl•6v o B•=. U.C.ST!.� I.I f in u o - I IT 1 .I _I 1 ` I I _ _ I r � TOP OF FOV.'p. � __..,. -- o pP ; 1 ;..:.,. I/ oONiN10.s 9a.o5eiss WL`J TO. - ion oawms f"PJ •.I I:I. :LI �r C »Ai To-�^^.AiE N-A'� oD w:e/EST 6• :! N MN f I jIIi��I l C� 3%6 s'_LT 21tD?.T.511 I I w •� (E s¢'O !q TH.q,S 0.0LKF15 I n�9'B'%!3'6P:VAVPJ M L PANEL >'A J iVV¢IIOYfAL,015T5, F 15ED MA%.IT a¢O¢GO¢\ems. STA66ERED NAIL ;DOUBLE NAIL EDGE SPAGIN&J'A:U 90-Ts —=AS-!.eo L.. N 31X'P A1, MS'-_'45 PATTERN I IF X19, ¢N PARA LE To , ' I SNEA¢WALL TI_V 9LOG<!45 1 I 5M 1 BE A aLOOR JOST PANEL E76E Non'' INSNO¢ALs Do ``. : ALL mewiR"Imis AIR 0016MED ¢EOxZ°I"JOA,6 N.xOJ ________________________________ P6SORAT®SIEAR MALLS N VERTiGAL AND HORIZONTAL NAIL;NG NARROA-VNALL BRAG!NG V �- =0R ALL FLYYNOOD WALL SHEA7�,IN6 T:F. INT. NON-LOAD BEARING V\ALL 3 HEADER STRA?PING SGAL=: I/O' • I -O' , SGAL9 /]' v I'-O SG A L E:• I/]' Q�1' lC �1 J UPPER RAFTERS RAFTER � �\ I' !' FRAME-0'OVER 2X12 LEDGER Sim RA L R I ' CLIP ! I I ATTACHED W/318D TO EACH `.II II I 11 P q\ i RAFTE('2 BELOW O N LEDGERW/(3) •— II I �I al 16D EA. I T�I ,0 0 1`y� I �I RAFTER (I II �+ P q q rn C LQ (1)H2.6A BELOW .� W (@ each) CO LSTA12 0 HORIZONTAL 2x BLOCKING FOR LSTO Cl) NAILING THE PLYWOOD EDGES < O 0 t() V) O FRAME-OVER LEDGER DETAIL NOT TO S PLYWOOD SLOGIGING DETAIL O RAFTER CONNECTION DETAILS O ^, Sr-ALE NOi TO 9GAL NOT TO WALE W N U C 70 O rn U rr N OFT :.1i-51:W.1 STA 11 I- W (U to .-x,bw=�-o- !: ! N m ¢1255 A\*%A'i_a¢'O ALL (� SI N(91:Oo xAILs EA , I ' 515_(B xAILS TO'AJ �I I 00 N� SIMPSON LSU26 RAFTER HANGER All o 0 0 0 0 0 0 o I SHED ROOF9 �N 0RAFTERS 2X10I1J(12LEDGER � NTIMBERLOK SCREWS(X41 TOP&SOT. 0O SECURE INTO SOLID FRAMINGSPACED @ 16•olclob no.: 16,2 5M AW-'R 9XTS TO 6E S-1 A MI.\ date O]MARGN OOII Scale AS drawn: AIS T_¢ 1(N'DO rev.; �: moo• rev. TYPICAL RIDGE STRAP DETAIL OPTIONS O O ?� r n O NOT TO ScALE LEDGER DETAIL GARAGE HOEDOWN DETAIL ® EXT. WALL �\(: NOT TO 9GAlP NOT TO SGAL '�:'��j,�\� IS_3 m ISSUED FOR PERMITTING 3n1: a Of 8 JUL 1 g 201� TOWS®F BA,,N`5CASLE 0 1