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HomeMy WebLinkAbout0193 SANDALWOOD DRIVE f9� �`����/wDo� ��- f _ � `� � I' \ ii 11 I'f i 1 Town of Barnstable oFt�E Regulatory Services Richard V. Scali,Director Building Division . , ,,,STABLE . g BARNSTABI,E A oRws*ne1R axrtaNur:•ronlrt•i rvxxls MA39. 0 IURSi0F5 MItIS•OSIERNUF•M/[Sf MRIliTIR1F 039. ,�VV - Thomas Perry, CBO .. 1639-2014 ArED1A°�A Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 July 24, 2015 Michael Aupperlee 169 Sandalwood Dr. Cotuit, Ma. 02635 RE: 193 Sandalwood Dr., Cotuit, Map: 010 Parcel: 035 Dear Mr. Aupperlee, This letter is to inquire on the status of building permit application number 200806988 issued to build an addition and remodel the above referenced property. As you may recall,this office issued a building permit on or about February 27, 2009 and to date has no record of final building, electric and plumbing inspections. As the contractor.of record, one of your responsibilities is to ensure all inspections are successfully completed. Please contact this office to arrange for inspections or provide an update as to the progress of the work. Thank you for your anticipated cooperation in this matter. Respectfully, L. au Local Inspector jeffrey.lauzon@town.bam8table.ma.us (508) 862-4034 I rp-O.,,U 7� 7/OAy lf%lt,5 7-14-7 6 1) 11 kV . �lJ! " 1 :,� 5 / 7Ut A 76 Zj 70 COS'' • � - �./ems ���'"" _.-.� �* � �•� • OF ✓10 7- 'o d a r °�' a rA 'Isle 10 ` �a OPHORROW WAIL URREIN6 METHOD, FRAMING TIPS , 1. The APA Narrow Wall Bracing Method is a simple, site-built solution that allows builders to construct r segments as narrow as 16 inches next to window and door openings. Be sure to check for these essential details when constructing the APA Narrow Wall Bracing Method around garage openings. For complete information on the APA Narrow Wall Bracing method and its applications in locations other than the garage,please see APA publication Narrow Walls That Work,Form D420. Wall °. sheathing must extend up Over R o header, ° o c o ;° ° =o, o; k hedule Lmon EXTERIOR at3"o.c. VIEW OF GARAGE OPENING Wall "` sheathing must extend Up over pio: ;o:o header ; o;o; ;o;o o,o; ,o'o o,o; 1010 Sheathing joint at o 'o:o approx. Nail schedule o o; o:o mid height 8d common of 3"o.c., � � � 0� s s 1 APA f f 3 ®off s1 �� I t 3 , Extend header to king stud 0 Nail top plate to header ° with two rows. of 1`6d nails of 3"o.c. eoo�� 0 m 0 Q } 111 N {A� a _ 14n1 X INTERIOR VIEW OF zIN GARAGE OPENING o InstallUA o 0 1000-lb strap a m 0 2 anchor bolts with min. 2°.x 2°x 3/16 plate washers o Nail corner studs together 0 r _ 0 2'rows of 16d at 24"o.c. - h Stud optional to o support interior finish z o - a Gypsum t v Optional R 0 8d at 611 O.C. / I ' 0 a — 8d at 3"o.c. , (PLAN VIEW OF CORNER DETAIL): W ,n H K We have field representatives in many major U.S.cities and in Canada who DISCLAIMER z can help answer questions involving APA trademarked products.For additional The information contained herein is based on APA—The Engineered Wood 0 assistance in specifying engineered wood products,contact us: Association's continuing programs of laboratory testing,product research, and s comprehensive field experience.Neither APA, nor its members make any war- 0 APA-,THE ENGINEERED WOOD ASSOCIATION rarity,expressed or implied,or assume any legal liability or responsibility for the 0 HEADQUARTERS use,application of,and/or-reference to opinions,findings;conclusions,or rec• Q 7011 So.1.9th St:•Tacoma,Washington 98466 ommendations included in this publication. Consult your local jurisdiction or (253)565-6600•Fox,.(253)565-7265 design r professional to assure compliance with code, construction,'and perfor- 3 'once<requirements. Because APA has no control over quality of workmanship 0 or the conditions under which engineered wood products are used, it cannot accept responsibility for product performance or designs as actually constructed. W W Z w PRODUCT SUPPORT HELP DESK~ (253)620-7400•E-mail Address:help@opawood.org APA : /Iq 3 F..—kl, Fers THE ENGINEERED, , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION, Parcel Application ,;? Map- P pp n 4 Health Division "',Date Issue d Fee Conservation Division V,� �_Application Fee ' 1 Planning,Dept Permit Feb Date Definitive'Plan Approved by Planning Board 0q Historic OKH = Preservation Hyannis Project Street Address 5,aPa&,1k)QaiP A, Village Owner Ptit a Address hypoey Telephone '509 9.)�013623 Permit Request 5 10i, VA a Ane :;L C1-a edismalla-L .O., eeleo �e Ps�,-7,4 o m cet 4 !/-4 e 1012, e eg 16"-jn e Sqyare feet: 1 st floor: existing VoF proposed a '2nd floor: existing 6 7P proposed Total new ning District' Flood Plain Groundwater Overlay Nroject Valuation OCb,6r) Construction Type ij,,Owl 7nVi'a 4 Lot.Size CXV SO Pr Grandfathered: Q Yes U No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family LJ Multi-Family (# units) Cri I Age of Existing Structure Historic House: L)Yes M'No On Old King's-iHighwayw, Ll Ybs ®'No Basement Type: Q Full U drawl Ll Walkout U Other Co Basement Finished Area(sq.ft.), Basement Unfinished Area(sq. Number of Baths: Full: existing. new 0 Half: existing —new Number of Bedrooms: existing AD new Total Room Count (not including baths): existing new 5 First Floor Room Count Heat Type and Fuel: Ll Gas JvO I LJ Electric Ll Other Central Air: LJ Yes ZNo Fireplaces: Existing New 6 :Existing wood/coal stove: LJ Yes 44 No Detached garage: LJ existing Linew size—Pool: Ll existing Q new size Barn: LJ existing L1 new size Attached garage: Ll existing Anew sizeLothed: Li existing LJ new size Other: Zoning Board of Appeals Authorization LJ Appeal # Recorded Ll Commercial LJ Yes UNo If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name A1;-6AQe1 Telephone Number 50!1 77� 2330 Address License # 65 zv9?o5 Home Improvement Contractor# 153 Z/Y 0 Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO DATE SIGNATUR"�,4,5-- r ' FOR OFFICIAL USE ONLY ? APPLICATION# DATE ISSUED MAP PARCEL NO. ADDRESS VILLAGE OWNER a DATE OF INSPECTION: Rod' -FOUNDATION n r FRAME �l �A)6 )6M,* R3FK a�2���YQ/tt s' s r INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ` ASSOCIATION PLAN NO., ,r r Town. of Barnstable Regulatory Services iX"irAISThomas F. Geiler,Director p 16 ¢ rfo►,,�. Building Division Thomas Perry,CBO,Building Commissioner 200 Main Street,-Hyannis,.MA 02601 www.town.bamstable.ma..us Office: 508-862-4038 Fax: 508-790-6230 PLAN REVIEW I? e Owner: '�»r-p'O*&'h Map/Parcel: Project Address /93 Sevzh?,r4roco-4_,7, DuiIder: Aly'tznZ-sc-� The following items were noted on reviewing: • Q '�rQ-iv��7'a�2y �'L��i�E �/� Sdttia�ES , e0 .�F7'£-�?'� S 7 �T Xr�G(S Y L?o-ov 4:�&7-Z n4-- 'To 7eo co(/4 githd w C�FI(- 110 %3 Reviewed byr . Date: o� 7 Q:Forms:Plnrvw, ' The Commonwealth of Massachusetts Department oflndustrialAccidents g Office of Investigations a 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/Organizatiowbdividual): i��lCt�� �tf n,ae:� r� �c�;�r@G�r.�caci Z"— Address: /�� ��r City/State/Zip: tf 0/_ 1I/ &a6 35 Phone.#: 7 Areyou an employer? Check the appropriate box: .Type of project(required):, 4. I am a general contractor and I 1,❑ I am a employer with 61 ❑New construction . employees (full and/or part-time).* have hired the sub contractors 2. I am a'sole proprietor or partner- listed on the-attached sheet. 7. E]Remodeling ship and have no employees These sub-contractors have S. []Demolition ivorkin for me in an capacity, employees and have workers' g Y P tY• 9. Building addition [No workers' comp.insurance comp, insurance.$" required.] 5. 7 We are a corporation and its 10,7 Electrical repairs or additions •3.❑ I am a homeowner doing all work . officers have exercised their 11.❑Plumbing repairs or additions myself.[No workers' comp. right of exemption per MGL 12,0 Roof repairs insurance.required.]t c. 152, §1(4), and we have no employees. [No workers' 13.❑ Other , t, comp,insurance required.] *Any applicant that checks box#1 must also fill o.ut 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 anew affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or-not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp,policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is.the policy and job site information. Insurance Company Name: Policy#or Self-ins.Lic•#: Expiration Date: 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 tip to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK,ORDER and a fine , of up to$250.00 a day against the violator. Be advised that a copy of this statement maybe forwarded to the Office of Investigations of the DIA for insurance coverage verification, X do hereby.certify der the p ins-and penalties of per'ury that the information provided above is true and correct. Si ature:. Date: Phone# rcial use only. Do not write in this area, to be completed by,city or town offfciaL y 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#: 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 air work o n such dwelling house dwelling house.of another who employs persons to do maintenance, construction or rep g or on the grounds or building appurtenant thereto shall not because of such employment be deemed to bean employer." L 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, if necessary,supply sub- 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 permitllicense applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"Lhe 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#617-727-774 Revised 11-22-06 www.mass.gov/dia ENERGY CONSERVATION APPLICATION FORM FOR ENERGY EFFICICIENCY FOR ONE- AND TWO-FAMILY DETACHED RESIDENTIAL CONSTRUCTION (780 CMR 61.00) Applicant Name: A Site Address:ttel-epv" e A, print ,Town: Applicant Phone: �9 i 4) Applicant Signature: // .: � , Date of Application: a NEW CONSTRUCTION: choose ONE of the following two Options) -. 780 CMR TABLE 6107.1 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA FOR NEW ONE- AND TWO-FAMILY BUILDINGS MAXIMUM MINIMUM Ceiling or Slab �-7 Option 1: Basement LJ Fenestration exposed Wall Floor Perimeter U-factor floors R-Value R-Value Wall R-Value R-Value AFUE HSPF SEER R-Value and Depth National Appliance Energy R-10, Conservation Act(NAECA)of .35 R-38 R-19 R-19 R-10 4 ft. 1987 as amended,minimums or greater as applicable Note: This form is not required if you choose either of the two versions of REScheck as listed below. Option 2: REScheck Version 4.1.2 or later variant software analysis must be completed (780 CMR 6107.3.2) REScheck—Web which can be accessed at http://www.energycodes.gov/rescheek/ ADDITIONS OR ALTERATIONS TO EXISTING BUILDINGS.OVER,5 YEARS OLD* *Buildings under 5 years old must use option#1 or#2 in New Construction section above. Complete the following formula to determine the % of glazing: (a) Gross Wall & Ceiling Area equals Formula: (100 x b_ a) SF 100 x — _ %of glazing (b) Glazing area equals SF b a If glazing is<40% use.the chart below.r If glazing is>40.%proceed to "SUNROOM"section 780 CMR TABLE 6101.3 PRESCRIPTIVE ENVELOPE COMPONENT CRITERIA ADDITIONS TO EXISTING LOW-RISE RESIDENTIAL BUILDINGS MAXIMUM MINIMUM Ceiling and Slab Perimeter ❑ 'Fenestration Wall Floor Basement Wall U-factor Exposed floors R-Value R-value R-Value R-Value R-Value and Depth .39 R-37 a` R-13 R-19 R-10 R=10, 4 feet a R-30 ceiling insulation may be used in place of R-37 if the insulation achieves the full R-value over the entire ceiling area(i.e.not compressed over exterior walls,and including any access openings). SUNROOM—An addition or alteration to an existing building/dwelling unit where the total ❑ glazing area of said addition exceeds 40% of the combined gross wall and ceiling area of the addition. . Note: Owner to fill out Consumer Information Form (found in Appendix 120.P) I r r o�TMEr Town of Barnstable- Regulatory' Services r 9BARNSTA13M MAE& � Thomas F.Geiler,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder &xeA ifi. as Owner of the subject property hereby authorize AJ;Ckc j, uo h,,,, , e Re4ipug 1.cr9 T to act on my behalf, in all matters relative to work authorized by this building permit application for: (Address of Job) Signatur f r Date Print Name If Property Owner is,applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:O WNERPERMISSION z� Town of Barnstable .` �oF r , Regulatory Services Thomas F.Geiler • swtwsrwst.e. ,Director Building Division Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: JOB LOCATION: number street village "HOMEOWNER": name home phone# work phone# CURRENT MAILING ADDRESS: city/town state zip code - The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION•OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to{reside,on which there is,or is intended to be,a one or two-family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she:understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor.,. Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible.To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor.. On the last page.of this issue is a form currently used by several towns. You may care t amend and adopt such a fomr/cerdfication for use in your community. Q:forms:homeexempt " r . indZ i is Checklist for Compliance 7800NT 5319i.2.l.01 Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust)...................................................................................................................110 mph WindExposure Category...............................................................................................................................B 1.2-APPLICABILITY \ Number of Stories ..... ........................................................(Fig 2)............................_?stories :52 stories , RoofPitch ..........................................................................(Fig 2)........................................... <_12:12 Mean Roof Height ..............................................................(Fig 2)............................................... ft 5 33' 5 \� BuildingWidth,W...............................................................(Fig 3)............................................. ft 80' �i BuildingLength,L ..............................................................(Fig 3)............................................. ft 5 80' Building Aspect Ratio(UM) ...............................................(Fig 4).............................................11 <3:1 _ Nominal Height of Tallest Opening2 ...................................(Fig 4)..............................................) 5 6'8" 1.3 FRAMING CONNECTIONS \ - General compliance with framing connections....................(Table 2)................................................................ V 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry.................................................................................................................................... 2.2 ANCHORAGE TO FOUNDATION''3 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an attemative in concrete only, Bolt Spacing-general..........................................(Table 4)............................................... 5 in. Bolt Spacing.from end/joint of plate ............................(Fig 5).....................................GO in.5 6"-12" Bolt Embedment-concrete.........................................(Fig 5)........................................;... in.z 7" in.205" PlateWasher.................ry.........................................(Fig 5)...................................:..........a 3"x 3"x%7 Bolt Embedment-mason i 3.1 FLOORS \ Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)::,.......................... ft 512'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................—ft <-d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)...............................................:...._ft 5 d Floor Bracing at Endwalls...................................................(Fig 9)....................................................... ....... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55)...................... Floor Sheathing Thickness.................................................(per 780 CMR Chapter 551.......................�in. Floor Sheathing Fastening..................................................(Table 2).. d nails at in edge/f Zin field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)...........................aft :529 ft 510, Non-Loadbearing walls................................................(Fig 10 and Table 5)........................... Wall Stud Spacing ........................................................(Fig 10 and Table 5)..................��in.5 24"o.c. Wall'Story Offsets .........................................................(Figs 7&8)............................................Q It 5 d 4.211 EXTERIOR WALLS' Wood Studs Loadbearing walls........................................................(Table 5)....,.........................2x-' - in. Non-Loadbearing walls................................................ (Table 5)..............................2xA-�ft ft in. Gable End Wall Bracing Full Height Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)...........................................:. ft>_W/3 Gypsum Ceiling Length(if WSP not used)....................(Fig 11).........................................25 ft z 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.c..:(Fig 11)............................................................ DOutie-,p c. Pia SixiCe i encin ...................................:............(Fig 13 and Table 6).... ............:................... ! i Sollce C.onne=u_ic,(no.cp 165d cor.mon nalls'g..............Jable S).............,............................................. Chu. efts C-11ei Id for on p la c (3 0 C IR 5_301.2-1. Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)..............(Table 7)........................................................i�L Non-Loadbearing Wall-Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)........................................................ v Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) ........................................................ able 9 �ft t in.511' \�I Header Spans (T ).................................. Ti SillPlate Spans ........................................................(Table 9).................................. ft in.511' Full Height Studs(no.of studs)...................................(Table 9)........................................................ a . Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)...................................:!!:S:ft SQ in.512' SillPlate Spans...........................................................(Table 9).................................._ft_m.512" Full Height Studs(no.of studs)....................................(Table 9)...................................... ............ . �I Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................................. '�56'8" SheathingType..............................................(note 4)...............................................: Edge Nail Spacing.........................................(Table 10 or note 4 if less)..................:..... in. FieldNail Spacing..........................................(Table 10)................................................. ?L„a_in. Shear Connection(no.of 16d common nails)(Table 10)................................................. Percent Full-Height Sheathing •.. able 10 ................................................... 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts).�,�........... ::.. _ Maximum Building Dimension,L Nominal Height of Tallest Opening s ..............................................' <_6'8" �1 9 .................. ... rp Sheathing Type..............................................(note 4)............... Edge Nail Spacing.........................................(Table 11 or note 4 if less).....:.................. in. Field Nail Spacing..........................................(Table 11)................................................. in. Shear Connection(no.of 16d common nails)(Table 11)....................................................... Percent Full-Height Sheathing.......................(Table 11)................................................. . /o b 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)................. Wall Cladding \ . Ratedfor Wind Speed?...........................................................................:............................... ..... V 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Website) V Roof Overhang ...................................................(Figure 19)........... ft 5 smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift................................................(Table 12)............................................U=;3Mplf Lateral.............................................(Table 12).............................................L Mplf Shear..........:....................................(Table 12)............................................S=—a plf Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)..............................T=_pif Gable Rake Outlooker.........................................(Figure 20).............. 1D ft 5 smaller of 2'or U2 Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U_ lb. Lateral(no.of 16d common nails)...(Table 14)......................................:L Ib. Roof Sheathing Type.............:.....................................(per 780 CMR Chapters 58 qr)d 59).................. Roof Sheathing Thickness........................................................................................ .Z in.a 7/16"WSP Roof Sheathing Fastening...........................................(Table 2)........................................................8C Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Comer Stud Hold Downs per.Figure 18a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. C:Guide g' � rs °a e? t ¢�a h Wind Areas;110 mph Wind25-tie 4. a. From Table 10 and location of wall.sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. iv. On two story...construction,upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom of panel.Upper attachment of lower panel shall be made to band joist and lower attachment made to lowest plate at first floor framing. v. Horizontal nail spacing at double top plates,band joists,and girders.shall be a double row of 00 staggered at 3 inches on center per the Figure, Vertical and Horizontal Nailing for Panel Attachment e setts Checklist'. for Compflance 1,78G CMR 5301 1 -MEN THE EDGE REMB ON PPtNMING EAW-8d NAILS ATfib•c. ' 11 11 rl 11 It ! Y 14 it 11 11 t 11 11 11 11 It 11 1/ 11 1 N 1-1 71 1/ It � i • 11 11 N 11 /1 1 II Y 11 1F•r 1 - O *I tl F I t iD do 11 a 1 F 11 1 t ID No 1 so h ii � Q - tL 11 Ir 1 It. 1 r � 11 tl n u Ir 13 LLl :1 1,1 1t 49 It Q 1 t! EL y 11 Q It it W 1 - 11 11 r 11 11 Ia t 1 n 1 It 1 11 tl t a, WHIPLr ��y+ J NAILSPACING t See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment l Massachusetts Checklist or Compliance(780CNM ! f N ! ! +f ! r ! f 11 ! z 49 a FRAMING MEMBERS ! i � EDGE.l�lfk�11AED1AT£ f! !i ! � r ! ! ! f _ ! Cl ---;�-i�------- -- --- --_----- -----�- -j--- STAGGERED WML PATTERN PANT. PAML EDGE DOUBLE WA EDGE SPACING DETAL Detail Vertical and Horizontal Nailing for Panel Attachment vi. t i �"aE'�•91, -D�niel`E.B. P� tkt _., , I I - - - - - , • , 4 I j r lam;v-1� C> . "j' 2 t ... eel_ , LCA fZ t . i , 2 �4- Q_ _. 147 ;- I , U , i : , i , I c::"C � ®� : : i u IUIG�.'�'1r,;_. ... �. , fps. p#1.E.: RAMSBEAM V2 . 0 - Gravity Beam Design -,-Licensed to,: Dan Braman, P.E. Job: Shepherd Res. Sandlewood, Cot. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected)= W14X48 Fy = 50. 0 ksi Total Beam Length (ft) = 24 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 048 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0. 00 24 . 00 0 . 280 0 . 280 0 . 000 0 . 000 1 . 400 1. 400 SHEAR: Max V (kips) = 20 . 74 fv (ksi) = 4 . 42 Fv = 20 . 00 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 124 . 4 12 . 0 0 . 0 1 . 00 21. 24 33 . 00 21.24 33. 00 Controlling 124 . 4 12 . 0 0 . 0 1. 00 21.24 33 .00 --- --- REACTIONS (kips) : Left Right DL reaction 3. 94 3. 94 Max + LL reaction 16. 80 16. 80 Max + total reaction 20 . 74 20 . 74 DEFLECTIONS: Dead load (in) at 12 . 00 ft = -0 . 174 L/D = 1654 Live load (in) at 12 . 00 ft = -0. 743 L/D = 388 - Total load (in) at 12 . 00 ft = -0 . 917 L/D = 314 C`t S � 7 r `R II-Job Truss Truss Type Qty I Ply Job.var Created in MBA 1._ 08120353J Al ATTIC 117 I 1 Universal Forest Products J Job Reference(optional) 7.110 s Dec 15 2008 MiTek Industries,Inc. Tue Apr 21 07:40:14 2009 Pag 1 4-6�0 5-4-12 9-10-4 12-5-11 14-0-0 15 6-5 , 18-1-12 22-7-4 28 0-0 28-6r0 0'-6-0 5-4-12 4-5-8 2-7-7 1-6-5 61 5 2-7-7 4-5-8 5-4-12 0-6-0 r Scale=1:46. 06= 7 6.6= 6.6= 7.00 12 6 6 W3 3z6 II ' T2 T3 63x611 a 6 ., 17 18 WO4 400. 4 10 1,4 C 2x4 i 3 1 201b LL W p 12 d 13 61 82 e 16 - .. 15 14 3x10= 3z4= " 6x6= 3x4= 3x10= 5-4-12 9-10-4 18-1-12 22 7 4 28-0-0 5-4-12 4-5-8 8-3-8 4-5-8 5-4-12 Plate Offsets X,Y: 2:0-0-12,Ed e, 4:0-5-0,Ed e, :0-3-0,Ed e, 10:0-5-0,Edge],[12:0-0-12,Edge] LOADING(psf) SPACING 2-0-0 CSI DEFL in (Ioc) I/deft Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.90 Vert(LL) -0.47 14-16 >714. 240 MT20 197/144 TCDL 100.0.0 ert ) (RoofSnow=3 Lumber Increase 1.15 BC 0.72 V TL -0.62 14-16 >535 180 ( BCLL 0.0 Rep Stress Incr YES WB 0.75 Horz(TL) 0.08 12 n/a n/a BCDL 10.0 Code IBC2006/TP12002 (Matrix) • Wind(LL) 0.31 2-16 >999 360 Weight:127 lb LUMBER BRACING TOP CHORD 2 X 6 SPF 210OF 1.8E*Except* TOP CHORD Structural wood sheathing directly applied or 2-2-0 oc purlins. T1,T4:2 X 4 SPF 21OOF 1.8E BOT CHORD: Rigid ceiling directly applied or 8-7-14 oc bracing. BOT CHORD 2 X 6 SPF 1650E 1.5E r WEBS 1 Row at midpt 6-8 WEBS 2 X 4 SPF Stud REACTIONS(lb/size) 2=1955/0-3-1(input: 0-3-8),12=1955/0-3-1(input: 0-3-8) Max Horz2=423(LC 7) Max Uplift2=-495(LC 8),12=-495(LC 9) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/47,2-3=-3340/1431,3-4=-2818/1181,4-17=-2653/11e5,5-17=-2629/1187,5-6=-2150/1085,6-7=-441/1089,7-8=-441/1089,8-9=-2150/1085,9-18=-2628/1187,10-18=-2653/118 , 10-1 1=-2818/1181,11-12=-3340/1431,12-13=0/47 BOT CHORD 2-16=-1060/2789,15-16=-568/2247,14-15=-568/2247,12-14=-1060/2789 WEBS 6-8=-3507/17 73,5-16=-239/913,9-14=-239/913,3-16=-767/589,11-14=-767/589 NOTES . 1)Wind:ASCE 7-05;120mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.II;Exp D;enclosed;MWFRS(low-rise)and C-C Exterior(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category II;Exp D;Partially Exp.;Ct=1 3)Unbalanced snow loads have been considered for this design. 4)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 5)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. t 6)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 7)Ceiling dead load(5.0 psf)on member(s).5-6,8-9,6-8 8)Bottom chord live load(40.0 psf)and additional bottom chord dead load(0.0 psf)applied only to room.14-16 9)One H2.5A Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)2 and 12. 10)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 11)Attic room checked for U360 deflection. LOAD CASE(S)Standard r I Job FA1GE Truss Type Qly Ply Job.var Created in MBA 081210353J GABLE 1 1 Job Reference optional) Universal Forest Products 7.110 s Dec 15 2008 MiTek Industries,Inc. Tue Apr 21 07:40:15 2009 Pag 1 14-2-2 Q-6T0 13-9-14 14 OTO 28-0-0 2 -- 0 tl-6-b 13-9-14 0-2-3 13-9-14 0-6-0 0-2-2 Scale=1:46. 4x4 G 12 7.00 12 1 13 10 14 9 T 15 8 16 Sx6 i 7 17 B 6 T1 T T1 5 T T1 19 T T1 4 T T1 20 T - T T1 T T1 3 4 3 21 T T1 T T1 l T T1 2 n J 22 �I B1 - B2 B3 I 3.4= 46 43 42 41 - 40 39 38 37 36 35 34 33 32 31 30 29 28 27 26 25 24 3.4= • n - 3.4= 3x4= 28-0-0 28-0-0 Plate Offsets(X,Y):[7:0-3-0 0-3-0],[17:0-3-0,0-3-0] LOADING(psf) SPACING 2-0-0 CSI DEFL in (loc) I/defl Ud PLATES GRIP TCLL 35.0 Plates Increase 1.15 TC 0.17 Vert(LL) -0.00 22 n/r 180 MT20 197/144 (Roof Snow=3 Lumber Increase 1.15 BC 0.06 Vert(TL) 0.00 22 n/r 80 TCLL 100.0.0 Rep Stress Incr YES WB 0.18 Horz(TL) 0.01 22 n/a n/a BCDL 10.0 Code IBC2006/TP12002 (Matrix) Weight:164lb LUMBER BRACING TOP CHORD 2 X 4 SPF No.2 - TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2 X 4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2 X 4 SPF Stud*Except* WEBS 1 Row at midpt 12-34 ST10,ST9,ST11:2 X 4 SPF No.2 REACTIONS(lb/size) 2=152/0-5-0(input: 28-0-0),22=152/0-5-0(input: 28-0-0),34=133/0-5-0(input: 28-0-0),35=147/0-5-0(input: 28-0-0),36=145/0-5-0(input: 28-M),37=146/0-5-0(input: 28-04), 39=156/0-5-0(input: 28-0-0),40=146/0-5-0(input: 28-0-0),41=135/0-5-0(input: 28-0-0),42=153/0-5-0(input: 28-0-0),4 3=1 2410-5-0(input: 28-0-0),44=214/0-5-0(input: 28-0 0), 33=147/0-5-0(input: 28-0-0),32=145/0-5-0(input: 28-0-0),31=146/0-5-0(input: 28-0-0),29=156/0-5-0(input: 28-0-0),28=146/0-5-0(input: 28-0-0),27=135/0-5-0(input: 28-0 ), 26=153/0-5-0(input: 28-0-0),25=124/0-5-0(input: 28-0-0),24=214/0-5-0(input: 28-0-0) Max Horz2=432(LC 7) Max Uplif2=-133(LC 6),22=-42(LC 7),35=-59(LC 7),36=-91(LC 8),37=-82(LC 8),39=-88(LC 8),40=-84(LC 8),41=-72(LC 8),42=-86(LC 8),43=-72(LC 8),44=-119(LC 8),33=-38(LC 9), 32=-94(LC 9),31=-82(LC 9),29=-88(LC 9),28=-84(LC 9),27=-72(LC 9),26=-86(LC 9),25=-72(LC 9),24=-118(LC 9) Max Grav2=161(LC 7),22=153(LC 3),34=221(LC 9),35=215(LC 2),36=211(LC 2),37=212(LC 2),39=188(LC 2),40=146(LC 1),41=135(LC 1),42=153(LC 2),43=124(LC 1),44=214(LC ), 33=215(LC 3).32=211(LC 3),31=212(LC 3),29=188(LC 3),28=146(LC.1),27=135(LC 1),26=153(LC 3),25=124(LC 1),24=214(LC 1) FORCES (lb)-Maximum Compression/Maximum Tension TOP CHORD 1-2=0/36,2-3=-387/265,3-4=-321/255,4-5=-280/254,5-6=-233/252,6-7=-192/250,7-8=-149/249,8-9=-101/257,9-10=-61/331, 10-1 1=-61/414,11-12=-63/455,12-13=-63/455,13-14=-61/414,14-15=-61/331,15-16=-60/257,16-17=-47/179,17-18=-45/107,18-19=-59/77, 19-20=-106/80,20-21=-147/81,21-22=-214/89,22-23=0/36 BOT CHORD 2-44=-66/261,43.44=-66/261,42-43=-66/261,41-42=-66/261,40-41=-66/261,39-40=-63/266,38-39=-63/266,37-38=-63/266,36-37=-63/266, 35-36=-63/266,34-35=-63/266,33-34=-63/266,32-33=-63/266,31-32=-63/266,30-31=-63/266,29-30=-63/266,28-29=-63/266,27-28=-62/261 ,26-27=-62/261,25-26=-62/261,24-25=-62/261,22-24=-62/261 WEBS 12-34=-284/0,11-35=-189/72,10-36=-184/152,9-37=-185/134,8-39=-161/142,7.40=-119/136,641=-109/120,542=-124/139,4-43=-106/121 ,3-44=-164/181,13-33=-189/67,14-32=-184/152,15-31=-185/134,16-29=-161/142,17-28=-119/136,18-27=-109/120,19-26=-124/139, 20-25=-106/121,21-24=-164/181 NOTES 1)Wind:ASCE 7-05;120mph;TCDL=5.Opsf;BCDL=5.Opsf;h=24ft;Cat.11;Exp D;enclosed;MWFRS(low-rise)and C-C Extedor(2)zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.33 2) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see MiTek"Standard Gable End Detail" 3)TCLL:ASCE 7-05;Pf=35.0 psf(flat roof snow);Category 11;Exp D;Partially Exp.;Ct=1 4)Unbalanced snow loads have been considered for this design. " 5)This truss has been designed for greater of min roof live load of 17.0 psf or 2.00 times flat roof load of 35.0 psf on overhangs non-concurrent with other live loads. 6)All plates are 2x4 MT20 unless otherwise indicated. 7)Gable requires continuous bottom chord bearing. 8)Gable studs spaced at 1-4-0 oc. 9)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. y 10)*This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 11)One H4 Simpson Strong-Tie connectors recommended to connect truss to bearing walls due to uplift atjt(s)2,22,35,36,37,39,40,41,42,43,44,33,32, 31,29,28,27,26,25,and 24. 12)This truss is designed in accordance with the 2006 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 13)Attic room checked for L/360 deflection. LOAD CASE(S)Standard yOFtHE Town of Barnstable ..BARNSTABLE. Regulatory Services " ^- MASS 2639. � Building Division PIED MA'S a 200 Main Street,Hyannis,MA 02601 Office: 508-862-4038 °a Fax: 508-790-6230 Inspection Correction Notice Type of Inspection ection P DD ` Location ✓73 �AA,Jf4LlU �,p/UE7,1 Permit Number A o aoA��j�6000 Owner. Builder�PPrdIe2 One notice to remain on job site, one notice on file in Building Department. The following items need correcting: � �.6'Gocfc NCs- L04) g7W-61e ZT M)G S b 8 Ad c.'47e - Z�`I v�R. ,+rw. � ` 1�7 V 5 f 6 0-6IV i} 1 Please call: 508-862- 8 for re-inspection. k Inspected by Date 4 i 4: Bowdoin Road Mashpee,MA 02649 OFFICE COPY IN 'I Lo Mailing Address: 26 Bowdoin Road Mashpee, MA 02649 ORDER (508)477-3132 (800)834-3132 LUMBER COMPANY FAX (508)477-4279 www.boteliolumber.com SOLD ;TO SHiIP .T.O accx ao Pxo� cr AUPPERLEE, MICHAEL J. SHEPARD 22619 SHE MICHAEL AUPPERLEE RENOVATIONS 193 SANDLEWOOD DR N.V.I , j7Q, ORDER 2ZQi830 169 SANDALWOOD DRIVE COTUIT, MA INV DATE IiEL. DAPS COTUIT, MA 02635 08/27/09 PH#508 428 6654 16:40:04 SOLD BY GARY F **ORD #270830******ORD #270830*****ORD #270830** CF3ST ::pO .NO,; ** ORD #270830 REV 2 ** *ORD #270830 REV 2* **ORD #270830******ORD #270830*****ORD #270830** SLSP:FOZ CSHR:LENNY [LAS21 1000-24 PAGE 1 saxr iTat':?ta 4Tx Drip D�SCRIPTIOlI` qrx SKIP SI}IYT PRIG$ PER 3rST:ANP TS-210 20 MINUTE ***ORDER REPRINT*** ------------------------------- ------------------------------- TRADITIONS 20 MINUTE FIRE DOOR OUTSWING SILL NO CASING 4-5/8" PR JAMB DOUBLE BORE CUT DOWN TO 6/6 IN HEIGHT ------------ ---.----------------- SOD 1 EACH 2/8 X 6/6 .-RHOS TS-210 1 306.180 EACH 306.18 B-4 2225 8347 6/4 ORDER BALANCE DUE: .>>>>>>>>>>>> >>>>>> 325.32 M�...... Q� SUBTOTAL 306.18 PAYMEDIT: ... MA 6.2500 3ALESTAX 19.14 Please Pap 325.32 This Amount Signature SPECIAL ORDER ITEMS ARE NOT RETURNABLE.Botello's is not responsible for any special orders not picked up after 30 days.Items must be returned within 30 days and must be in good condition and able to be resold.The items must be accompanied by the sales invoice and are subject to a restocking charge. { A ' REScheck Software Version 4.1.4 Compliance Certificate Project Title: Garage, Library, Kitchen Addition Report Date:12/04/08 Data filename:Sheppard.rck Energy Code: Massachusetts Energy Code Location: Cotuit, Massachusetts Construction Type: 1 or 2 Family,Detached Heating Type: Other(Non-Electric Resistance) Glazing Area Percentage: 9% Heating Degree Days: 6137 Construction Site: Owner/Agent: Designer/Contractor: 193 Sandlewood Drive Phil and Maria Sheppard Kenneth Sadler Cotuit,MA 193 Sandlewood Drive Keneth Sadler Associates Cotuit,MA P.O.Box 1149 Hyannis,MA 02601 508.790.3922 Compliance:14.3%Better Than Code Maximum UA:196 Your U&168 iios Cavity Area • or s.• Factor Perimeter Ceiling 1:Flat Ceiling or Scissor Truss 952 38.0 0.0 29 Wall 1:Wood Frame,16"o.c. 376 15.0 0.0 25 Window 1:Vinyl Frame:Double Pane with Low-E 25 0.350 9 Door 1:Solid 20 0.350 7 Wall 2:Wood Frame, 16"o.c. 252 15.0 0.0 18 Window 2:Vinyl Frame:Double Pane with Low-E 15 0.350 5 Wall 3:Wood Frame, 16"o.c. 376 15.0 0.0 25 Window 3:Wood Frame:Double Pane with Low-E 55 0.350 19 Floor 1:All-Wood Joistfrruss:Over Unconditioned Space 952 30.0 0.0 31 Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the Massachusetts Energy Code requirements in REScheck Version 4.1.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist.The heating load for this building,and the cooling load if appropriate,has been determined using the applicable Standard Design Conditions found in the Code.The HVAC equipment selected to heat or cool the building all be no greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Name-Title C> 3�d Sign-al ure Date Project Notes: Calculations are for addition only n REScheck Software Version 4.1.4 Inspection Checklist Date:,12/04/08 Ceilings: ❑ Ceiling 1:Flat Ceiling or Scissor Truss,R-38.0 cavity insulation Comments: Above-Grade Walls: ❑ Wall 1:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 2:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: ❑ Wall 3:Wood Frame,16"o.c.,R-15.0 cavity insulation Comments: Windows: ❑ Window 1:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? ,Yes No Comments: ❑ Window 2:Vinyl Frame:Double Pane with Low-E,U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes i No Comments: ❑ Window 3:Wood Frame:Double Pane with Low-E, U-factor:0.350 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Doors: ❑ Door 1:Solid, U-factor:0.350 Comments: Floors: ❑ Floor 1:All-Wood JoisYTruss:Over Unconditioned Space,R-30.0 cavity insulation Comments: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ When installed in the building envelope,recessed lighting fixtures#meet one of the following requirements: 1• Type IC rated,manufactured with no penetrations between the inside of the recessed fixture and ceiling cavity and sealed or gasketed to prevent air leakage into the unconditioned space. 2• Type IC rated,in accordance with Standard ASTM E 283,with no more than 2.0 cfm(0.944 Us)air movement from the the conditioned space to the ceiling cavity.The lighting fixture has been tested at 75 PA or 1.57 Ibs/ft2 pressure difference and shalt be;-1 labeled. Vapor Retarder: ❑ Installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors. Materials Identification: Materials and equipment are identified so that compliance can be determined. Li 'Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment-have been provided. Li Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: 0 Ducts are insulated per Table J4.4.7.1. Duct Construction: 0 All accessible joints,seams,and connections of supply and return ductwork located outside conditioned space,including stud bays or joist cavities/spaces used to transport air,are sealed using mastic and fibrous backing tape installed according to the manufacturer's installation instructions.Mesh tape may be omitted where gaps are less than 1/8 inch.Duct tape is not permitted. Lj The HVAC system provides a means for balancing air and water systems. Temperature Controls: Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: Rated output capacity of the heating/cooling system is not greater than 125%of the design load as specified in Sections 780CMR 1310 and J4.4. Circulating Hot Water.Systems: Lj Circulating'hot water pipes are insulated to the levels in Table 1. Swimming Pools: 0 All heated swimming pools have an on/off heater switch and a cover unless over 20%of the heating energy is from non-depletable sources. Pool pumps have a time clock. Heating and Cooling Piping Insulation: HVAC piping conveying fluids above 120 degrees F or chilled fluids below 55 degrees F are insulated to the levels in Table 2. a e Tablq 1:Minimum Insulation Thickness for Circulating Hot Water Pipes L� Insulation Thickness In Inches by Pipe Sizes Non-Circulating Runouts Circulating Mains and Runouts t Heated Water Up to 1" Up to 1.25" 1.5"to 2.0" Over 2" Temperature(°F) 170-180 0.5 1.0 1.5 2.0 140-160 0.5 0.5 1.0 1.5 100-130 0.5 0.5 0.5 1.0 Table 2:Minimum Insulation Thickness for HVAC Pipes Fluid Temp. Insulation Thickness In Inches by Pipe Sizes Piping System Types Range ff) 2"Runouts 1"and Less 1.25"to 2.0" 2.5"to 4" Heating Systems Low Pressurerremperature 201-250 1.0 1.5 1.5 2.0 Low Temperature 120-200 0.5 1.0 1.0 1.5 Steam Condensate(for feed water) Any 1.0 1.0 1.5 2.0 Cooling Systems Chilled Water,Refrigerant and 40-55 0.5 0.5 0.75 1.0 Brine Below 40 1.0 1.0 1.5 1.5 NOTESJO FIELD:(Building Department Use Only) f _ Massachusetts - Delru•hncnt ot, Public Safety: B(IMA of Building Regulation and Standards Construction Supervisor License License: CS 49205 Restricted to: I MICHAEL J AUPPERLEEa` y 169 SANDALWOOD DR' COTUIT, MA 02635 y Expiration: 7/14/2010 ( unmi i,ncr Tr#: 28358 j ✓/ze �anzrreo�zcueal� o� cru�a� �\ Board of Building Regufatio s and Standar ,s HOME IMPROVEMENT CONTRACTOR Registration: 153440 Expirati.9n� 12/1/2010 Tr# 278146 fiType fndiuidual t E MICHAEL AUPPERLEE RENOVATIONS MICHAEL AUPPERL=EE ,; f 169 SANDALWOOb�DR`�tr fl COTUIT, MA 02635 -_ Administrator CO P tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineefing, inc. structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. December 17, 2008 Arne H.Ojala P.E.,P.L.S. land court Michael Aupperlee , Timothy R Covell,RL.S. surveys 169 Sandalwood Drive Andrew R.Garulay,R.L.A. Cotuit, MA 02635 Dear Michael: site planning The following is an estimate to create plot plan showing a proposed addition for 193 Sandalwood Drive, Cotuit . (Sheppard residence) . We would sewage system show the existing dwelling, any outbuildings, and also show the septic designs system location in accordance with records assumed to be on file at the Board of Health. At this time, we are assuming that the proposed addition will not encroach upon the existing septic system, nor will it inspections need updating (new design) because of the new construction. Down Cape Engineering, Inc. proposes the following: permits Phase I research, prep for field landscape instrument survey to locate existing dwelling architecture - computations of field work , ,. prepare plan showing existing dwelling, show area of existing septic system; show proposed addition copies for permitting with the Building Department The fee for the above-listed work is $625.00. Phase II (if necessary) certified plot plan of addition once poured The fee for Phase II is $275.00. Any additional work not listed above, such as but not limited to construction stakings, lot line stakings, revisions, etc. would be billed out at our hourly rates of $100.00 per person, $130.00 per hour for the field crew. The above quote does not include any subsurface exploration to determine/confirm location and/or condition of the septic system components. If you would.like to proceed, please forward a retainer of $325.00 and sign a copy of this proposal below as acknowledgement of the above. If you have any questions, please do not hesitate to call me. Very trully_yours, Sarah B. Ojala Down C pe En ineer' , Inc. Y `X Acknowledged an ccepted Date 76 .0�, moo. o LP SHED 2800. ryo. PROP. ADDN. o 0 00 LP DECK EXIST. LOT 7 DWELL. 60� 20,000t SF Q co Q � 0 76 oo' BUILDING PLOT PLAN -DCE #08-302 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 193 SANDALWOOD DRIVE COTUIT, MASS. PREPARED FOR: SCALE : 1" 30' DATE DECEMBER 24, 2008 MIKE AUPPERLEE REFERENCE ASSESS MAP 10 PCL 35 PB 284 PG 42 � ���A of MAssgc I HEREBY CERTIFY THAT THE STRUCTURE ti o DANIEL �- SHOWN ON THIS PLAN IS LOCATED ON THE `fcn A GROUND AS SHOWN HEREON. O LA or 5W—W2-+5+1 o,40960 lax 506 362—OSM �® eS� down cope engineering, inc. CIVIL ENGINEERS LAND SURVEYORS DATE REG. LAND SURVEYOR 939 Main Street — YARMOUTHPORT, MASS. o 00 Qj 1 krSTNG S,9 y 40 A A : a/4 Lc�C,47/0AJ TU /JO V. /6 /`a/ 13 1' C E k:T/r Y 7 A-1A T 71-16 FpUtiUA 7-/OA6J /5 L o CA Te- V A 5 S f-lo G :j Q N 77P 6 L.U T OF AAJZ> /,:5 5 /7C.IA7CD 710 CCUAJ- 7'�-1,A 7" rA 7- T14� Ti.N7 t,cCJ`YtaE $� yrr, R 1 w Low,JR. � ��� �-� �t�G:��� �SP /vO T /roA F ist�a��o¢ /^J A P�, A/tv ZC.>A146 `? Assessor's map and lot:-number .......l.a..�.......1.0.......1=,r.vv SEPTIC SYSTEM MUST BE r � �l . 6(STALLED IN COMPLIANCE t; Sewage Permit number .:...............:.. ' ....... ........... \hrlTl� A`?TICCE II STATE F:THE '¢�/`,^" AND TOWN T TOWN OF �BARNSAB ; t BASBSTADLE, • - J 9 "AG` � BUILDING INSPECTOR - D MPY G D. 1 �/ APPLICATION FOR PERMIT TO . ........,!✓�"4`.f Gl........................................ .............................. ;` rY TYPE OF CONSTRUCTION `........}. (4O.O.C.I........... .C.d. .G...... . ........................................... t � ................... ....11............19.7..7 n - , TO THE INSPECTOR OF BUILDINGS: The undersigned hereby., applies for a permit according to they following information: Location ........ •fl./. .. .......1............4✓��[...�QW�c;'rt,.,..`.11.��.e..........Szk9441 6(n d....��..... C4. �...0 .�F/4.::�....... I Proposed Use ........�E.1l �rF�i.�1 .................................... Zoning District .......... ................................:...................Fire District .....................00.14G-1..........I.............................. Name of OwnerTe.,�ie �.�1.'. �nn�7. '...A.5�,��.��Il-l(CAddress ...,/...04..............�..7.3 ..........!?T.enul.EL.�.. Name of Builder ..7..eowd.e44............................................Address ..............................5.4.?1.16..........................:.......... re. �i!1............................................Address ..! � .............................. Name of Architect .. .............................. .... . .:........ . r Number of Rooms . '� .........Foundation ...........0.. ..... 0`.e/,e Exterior ......,/...o..... .... �i�fWgllell.Roofing ...... ...v�S I 4� .......................... Floorsr°...............................Interior ....... ............. ........................... .. P.U.Q. � '.4^.. HeatingT^ .......... ............/................................:..............Plumbing ....... .. �4�'. Fireplace .....lz�c/. ........::.......................Approximate Cost ...... ......cQ.0'..n(on.......... � ....... Definitive Plan Approved by Planning Board -------------------_-----------19________, Area g Building with Dimensions Diagram of Lot and Bu g Fee SUBJECT TO APPROVAL OF BOARD OF HEALTH 160 ��' a�4 A1-7 � A ��04 G4C{Ci' c( I -hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name' poll ........... ....... ...... ... Tellegen-Ferrone Associates, Inc. c;i 19437' two story No .Permit for sin'gle family dwelling ........................'Sandalwood.,. .�.............. _ ��, f�,.• r,`; Location .. .. ®.. � ' {. .. Cotuit .......... .............................. . .... ................... Owner Tellegen-Ferrone Associates; Inc. Type of Constr t ...frame.^............... YPuc ion ..... ................................... ...... ............................................... .................... Plot .....:.................. . Lot ...............4�7............. July 27 77 . w Permit Granted .............. _ ........�C19 Date of Ins ection 9 p � J. v ;- Date Completed . . �f.. � ........19 PERMIT`REFUSED 7 t ............................................ ..................................... .....................y............ ^` �•.,' 1v J 'l✓ry. _ R.- •_ _ __ _ F -r �. Approved ..........................................:. 19 ............................................................................ v� `................... ................. .......... I� Assessor's map and lot number ........ ......... FSewage' Permit number ......................IV:........................... CF?NETS TOWN OF BARNSTABLE Z BARNSTABLE, i r '0 9 ;e�� « BUrILDING INSPECTOR OMPY�'' APPLICATION FOR PERMIT TO ..................... .f ......................................................................... + TYPE OF CONSTRUCTION✓......... .�yL9QQG.1..........1..!�.Q.'��.........d�W!Oh9. ............................................. ..../.l............19:7 TO THE INSPECTOR OF-BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location ......../.D.T....#....(............ . l L... ........... .....1.G(......... ... ... ...Zaha.... ....... �j Proposed Use ........K.l.G0e ./,.111...................... ................... . ..........................................................................................I......................... ZonirigDistrict ........... r......... ..........................................Fire District .....................`..SJG1:. ..................................... Name of Owner ....P0 3..2.3 Nameof Builder Jt?Aeo.w............................................Address ............................... e..................................... Nameof Architect ..:� � �.C'�(............................................Address .............................. F< ...................................... 16.1 CDC tee{ Numberof Rooms ................�...,.::...................:...................Foundation .. .. ..........��....... .. ...............�....... ..�......... r / Exierior . T 0.....op... u?.I..P/y....SLC..Pu.u../P(l Roofing ......��?5.../�l. �.. ��. ....................... Floors .... , '.!�Lc'.............................Interior ....... .............. !!��� e.cx,k............................ 11/iQ.. r. Heating Cl. ....A..../...........................................4.Plumbing .......PX\.........,1 .. �0 f'.(�............................. Fireplace ..... .S�C/......f�? `!.(' .................................Approximate Cost ...... .....c .Q.<..�C ........... .. .............. Definitive Plan Approved by Planning Board ________________________________19________. Area ................r. Diagram of Lot and Building with Dimensions Fee .............................................. SUBJECT TO APPROVAL OF BOARD OF HEALTH /b6 a r t I I a �Do ++ rtcl ci I Cr I hereby agree to conform,to.all the Rules and Regulations of the Town of Barnstable regarding the above construction. ebAt Name ' CrF.. ...... .................... Tellegen-Ferrone Associates, Inc. A=10-35 19437 two story No ................. Permit for .................................... single family dwelling Loca�g .,Sandalwood Read fjy-�vim........ Cotuit ............................................................................... Owner ....:.Tellegen-Ferrone Associates, Inc. ....................................................... Type of Construction frame .......................................... ................................................................................ #7 Plot ............................ Lot ................................ Permit, Granted ..........July 27..............19 77 Date of Inspection :..................................19 Date Completed ......................................19 PERMIT REFUSED ................................................................ 19 ........................................................ �..�.. ............................................. 1-6- 1.. ............ ............ . ........... .................... ....................... ............ ..... .. ........... ............................................. Approved .........................................:...... 19 ................... .�. ........................... ~ " E �O k �Q i« 3� s . W Q IlnV wEIA n0° 1 -p_U NO.. 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II 1 � S � 6Jim ohm P78loD I m L �. a_o � - Hartlsvm yicon pH 24SY-� 4 m a- Hartl m yicen P.yMY r I 19 - T L! �� m-1 O I/e" b'-% 1/4" - r.o,.4'-O t/4"%4'-O t/Y" I I s 7reed.c 9• 0- i MR n d s ' 'I JI nF I j ro r.Therma�oram 19 o eao #w e=vor t hewd pm r.o 8'-O"8'-4•t 14" / Y" rpnco 9 xv„P �c • r 1 sr i to b` Ii I a ' I ------ -------- S I i� ] ------------ Is _ ± ❑ ' i 1•' i I Q y sONmsC ' 7-H.rmpGorem t90 Jsriac OV arh=ad poor ((\\ �` ItP P ro.8-O 8-4 W r4 - - it j S •' �I _1 ❑ I a<J ❑ _ ii R i a a _ J L------=------1 —=---------- a 46 oIL; 1Q6i' p5 It kp 0-"e3ii Z":a a-E "° i pp ❑.9 'f°'C rod. 0� SiHe§ts i3s ° ❑ re a re N 11 tl CAPWW&20m y xwwnersrAMACC er, DIRAN N BY: m R' A TI—oplans9'aprotectedund"FeMral FROJECT: �arac�e, Library,14i•Yehen �addi'rion for: m d y -opyrlget Lalus.Tfteorlgina purchaserof ttls �rp ��t 778 �• •f plants aulhortzedh2meilsIng thi co pI Z2Oneand only - Pro ferri—I F.tldin one home wing this plAt.nTDAlflcatlOn or gDesigier � rb115fi15 p haIted umou Designers Wflttsa permisslonlon off the Designer. (Atilt R -( /� l' LOGTTIOI't: Anyd i,th,nnee.errors 14 . . . h . . . /assoGlp. . ar=�llb.b,.ght1.ttne� O REVISf7N5: -- i ---i- t D,,Ie..pittoth—memelncemen prslim:n�ry pss.yns.f O/rO/Ob .. - eigneru,ti... tsw;�d psi ns,r r rr a/oa :prafesS'sanel bld'sldingdcSign -- �'etconetrnctien.Fraeeaingmitn _...:... �" ( 9 Mandl ewood Dr. �,t eetiancd,tit.te,thea�eePtanee; f 2/r 4/08 P.O.!BOs 1144-Naannfre,tAo •...•.... t7etigno r r is 5/�a i i iel•re5identiel---';-'; - meneeeaaeemen:eanaeny Gons.ArdG+ion pl --_ _ y 260ll-soaiaosc��-- ai,�.eo=Ki.,erro.eaea,ereminnion,- • t became fhe rosponeib if ty olthe --i--i--GapeG dD).aderi gn,com-WNW.ks AABSIgIILOm --f----i-- buildingcontract- 1 7m o e t i'-1 r r/2" i'-.r r f/ -f �, q6 Ee�mo ^« np� r o r/4 1 f 4'-4 r/i" i%'-ro r/4" q an6eEc� . o �Ea Q a 4 x 4 x 4 a v S L e��rr -eve7M r r I a u" � m I� 1 u• uNon c and Pa+ph+oma#ah. r I14•l•9 r/Y. I I� - c.; - - � , - r r'-o v4" `i p to A f .5 4:1q Fk. - - - O ! � s.ea.®.u.. fl I ad dam' dfar maximum m �ao r a yna. Harvay V il"n OH i 4 4 i (� R.amovo ax a+uy�+a:'� ,rb•• ewex ei- ° foo!be/eFdoodload _. I—i'-!o"x 4'_S,'. . andF14:11+o ma+ah. -_'- t ialb./.£hva load . u-I p I �:...._........i..._. _...._ ............. J ° ry - R•a.,nava bsdroom Wall �. -..... ! I - _ Har yeym V,Gan OH i 4 4 i I i a !! e g.. o451 PLoaF-PLAN - - - _ �xiw#hy yro«caaondflaoraro-a��i aq P+. - �o a c� p ' 3 m \ • - Nsw Groc..floor ar oa 9o%hq P+. - ' d7Ji `���N poOaJ JJ.�.s . 00 3p J `.9 a�' a� a_� NaT momof. N�aa 1 W N All T7o.Jromon}�m Gl man.ian.Ko}o J s i Z Id 9 V Qc Q c bo.i}o..arinad bygenaral cc.,tr,.o}or m N m m 4.€ • c aT limodcon.}Nc}im �'�- gJ J} $�.7$J gN g N g a ��e wood.Muc imr.l pwnd•wi1Na ��77 �d T`t ? mTNiakno..d/i�inaNfi i.lmmJ,.nd,.r 'i. ' , min 1 mJJm.pan of dgh}{m}f Y•9 0 mml.Nwll be i 6 6. H i - mN' T}od{or Tac ti cn in aro-and= i = parmi opening pro s.No-.}a-y wildi.y p.nol--N.II w pro..J}}o DRA WING TYPE: �, y y y eo.rer INo 41 as.o1 «csordMocein proido.Atm „chm1on} nd Floor pla in 40*,rd& VtO n (.f.I.a�.hdl bo da.ignod To ra.i.}rho omponon}.wnd cl^ddiry load.do}orminod in iO'-•/" b %'_'/^ d r O'_4" d i%'-r o" rcc wd..roo wi}N Tho pro.ri.i cn+oF TNo in rm�,,.aon,l p3Jildlnm a"aa bJ}J}iN:iey sNe SHEET NUMBER: E e �'-r r r/ o6�p>✓ao "r 2%'-10 I/4" � O QnaeEEe�a OC 0 a Q v Q r n a - _ lb L 01 rg�a�oarq e r uno d \L�{ 1 k _---- �.omaVa axiom+hq Lla..¢+♦ ;� Y. _ . V = O - � PndFP+4h+o mP+Lh '-Y I!A'8.9 1/f• :O C . `VV\ b © Ploor IoPd ds�gnsdf r maximum H--v -V on OH>°a 4 2 ~ O _ ----- ewn owa R-amo va ax•c+nq c+P:•� .rb-•..-�_ _ Olbc./cf d"Pd loPd - - r.a.2'-�"x 4'-S" — a.m PndpP+eh+o—41h. LILJ Q � I: i i 1 I '� /: R-n.build ax N.+'nq•bP+h �a' - _ B - �xaale PaUmUnsfoldinq.+PmwPy o I' ' i .......... o ON - a 0 ....... 1 s 0 Cb�m-.p c.- a, , o- Vicon OH 2 a 4 2 -, n .. -en..•&_ 0 PndpP+ah+o ma+zh—r ______ •,_ ,. L, .-. i OA " nxm a b - C ;: .O .-. U.�..i .. s 1 1 : .-... book�hnly�. bookohdv�.. m y' J J 1 4 ' 1 �` �xi,-+nq grocc..sGond{Ivor Wrap G9 2 9W P+. Naw Gr—floor PrcA 9o%say P+. s9s aa�.P+. i�Rµ � p00H { Z3 ' 3�oom7• � .................:_...-.-...— w.11.ra bn rnmo..nd S}$ 0 • - - w a � Now w.11. �:m mss�_o` J c c a Al momo� Nrym} w w pll tto.:lr"manr.i pimon.i on..rn ro �c'� 5La as a _ I �a =Q a �a b".:to..ar�od by Gonorwl Gcnrycrar iN m g� 4 G 4 . 6 a e dR"/r11Mle wood.MaoI.i ph(1 1 with w ir° nimam 1Nickna..or/1 m inch a 1 1.i mml.nd.� i > ` �` imam.pN':aF dgNr+oer if�90 mml.N.11b 6 p"rmir rndfor aponinq proroaria,in rn"-,„d S S S two-.vary Nvildinq..p.nnl.-N.0 b+.prnaar ro LX2A WI616 TYPE: b 8'-4" d B'-4" b .�•.gn oovor YNP gl.u.od op"ninq+with.rr."hmnnr ` NKdw.rn pro:iand arr,rNmd,r..N.n bn �uie.Lo nd Floor plm n j pro�dnd In eordr"o w�h 7so6r F Two. b10 f.f-I-!or.h rll Nn do.ignnd+o ro.i.r ryla ompn"n r..nd olyddi•y lord.doronmirod in 2v-'.r o" koord.r:cn wiry:tN"pro..i.ion.d 4. 6 1„r..,,.rion,!paildin9�cd"ber uriN=I ry rho SHEET NUMBER: J - - - wand lo.d..nriorrN in 7Ge06l�4�.00. IL ^y n60EEc Yin00 .� 66 cY«g«EcaV. . _ Gar`a-vsn+rdgs vrsn•Y i+yp.l � °_��' ^- m _ AS•pha l+ah�ngls�+o ma+Lh s%�•.-f-�nq Q � a a�' 5 va r 2 a� - Tyveka r7 upro�rsakh�r ms mbrans Wypl _ - •. 12"P.G.Insufa4-;-: 9 . _ r/2"RpR ra+sd<.hsaM+�nq f+yp.l 4- P4 R A.- _t1 ' - ILe and wa+er th�sld l+yp.l ,� ��L 9 r/2"H!.Inaula+.on• r 5(+yp.) G . �nq ro�srsd"Akb;a"+rucasas 2'o.a. e~.Ossrsd"A+++L"AYus.c¢a a-2'a.6. - proper vsn+ae 24"o.G. �J:mpaone4f •I-';e.t a 94"oL.(+yp.) -E Harder lank or�sd Gsdar 6la boardm.41'+.w. r 2"F.4.In tUlp+;an: 9b f%9 raArnpp�nq® r G"a.L. - h4 OO h#r ip vsn+l+ypj . (fran+ofhau—nly.: - 2/9 xa Hspdsro(dyp.) hal+<h;n Is<A-o ma4'Gh s%ct.Y�n r/2"ta'ywwll R _ o d 4p q q Wh++s Gsdar<.hnglst®h"+.w.l+ypi +�— Ty-k•Tw hautswrap(Jyp.J V• � BY&L-addsr raf+src® f!o"a.6. -. 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S t+ ple+s cs+on 9 O'%90"%r 2" ..f'o Vrsd Lon6rs+s founds+:an 14 g poured i-b-+a foa+;nq i 4 Q4 dJ 0 pa u-sd'4-na +s slab w/P%bsrms4a:. jk' .�• �m�3 ` .0 J l (.: - Y;. .. and Go mtl.pay vapor barrier. f t!Bs V�VO s J d a ------------- 1 4 h, ,•,y -+ '�>f�a '. ,;e,.�.F E�,�Js¢m % I Lo % P d Lan6re+s foa+ ) +YP g • '' w'• a��gas ` S l DRR WIN6 TYPE: �I�IGI INl1✓'> -liTIG>�"A" I�uild'inq�eG{'nn'�4 5NEET NUMBER: 4 C?D a • r f • - . IL a npyoa n c 'E�a0c3a ^s cEd m QEv cEE"ac--`�'D ne« a�n n n F.N - an ner4 g .Gar-w-van+r;dsJa man+(Ayp.l Q v 2" A'�pha N'sh n'laa+a mw+Lh y+lne) Tyvsko vaupro�raaJtier mB�rwns l+ypl , J 2"P"G.Msulw+Ian•�9 a 0 ' r/2"ApA ra+ad ahawM,m'<+yp.! ATTJa 111 - ILa and ww+er<h Wd(+yp J 9 t/2"H.r�.Maul^+Ion•t;15(Jyp.l V i. �n�lnasrad"A++L"ArJccBsW 2'1.6. 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