Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
Home
My WebLink
About
10 HEZEKIAHS WAY
is �,/��,��.�, w � �� ::. ,� �� (�zs�y� I i — Ns � o Lol ��,\�, �K Lf_�_ ! " _ ,. Town of Barnstable ' Building .RxrrsreBM Post.This Car`d.So:That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card.Must be Kept M"S Posted Until Final Inspection:Has Been Made: 163P Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit ._.._.. _ w Permit No. B-20-604 Applicant Name: Rodney Tavano Approvals Date Issued: 02/27/2020 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 08/27/2020 Foundation: Location: 10 HEZEKIAH'S WAY,WEST BARNSTABLE Map/Lot: 109-001-002 Zoning District: RF Sheathing: Owner on Record: SMITH,WILLIAM O&EMILY HOLTON-ROTH Contractor Name: RODNEY N TAVANO Framing: 1 Address: 10 HEZEKIAHS WAY Contractor License: 3449 2 WEST BARNSTABLE,MA 02668 "� Est. Project Cost: $ 14,000.00 Chimney: Description: Installation of 1 new hvac system and duct work needed Permit Fee: $85.00 Insulation: i Fee Paid:` S 85.00 Project Review Req: f -_ •�' Date: 2/27/2020 Final: Plumbing/Gas I Rough Plumbing: tBuilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. i �•' Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: �,f Service: 1.Foundation or Footing 2.Sheathing InspectionT _ ,_ �" Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: i Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site Fire Department i. All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: Im Town of Barnstable Building 7 Post This Card So That it is Visible From the Street-Approved Plans Must be Retained on Job and this Card Must be Kept °ARR� Posted Until Final Inspection Has Been Made.16s9. Permit �� ° Where a Certificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made. Permit No. B-19-3075 Applicant Name: SMITH,WILLIAM O& EMILY HOLTON-ROTH Approvals Date Issued: 10/10/2019 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 04/10/2020 Foundation'.cK `a ^s Location: 10 HEZEKIAH'S WAY,WEST BARNSTABLE Map/Lot: 109-001-002 Zoning District: RF Sheathing: p1 1 IZ41XD IYIK ' Owner on Record: SMITH,WILLIAM O&EMILY HOLTON-ROTH Contractor Name Framing: 1 Address: 10 HEZEKIAHS WAY Contractor License: 2 WEST BARNSTABLE, MA 02668 f Est. Proje t Cost: $ 185,000.00 fim { y: Description: First Floor: Remove 3 walls of existing garage. New Addition,(2)car Permit Fee: $993.00 garage with mudroom 38x27 Fee Paid) $993.00 Insulation: Lci Second Floor: New Master Bedroom with Bath 24x18,rear deck 247 1 + Date:. n 10/10/2019 Final: Changing the existing masterbedroom into(2) new Bedrooms.Add �O�s�.sV� new laundry in existing bedroom ,. Plumbing/Gas Rough Plumbing: Project Review Req: � � Building Official ' Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afte'r,issuance. All work authorized by this permit shall conform to the approved application and the`approved construction documents for which this permit has been granted. Rough Gas: All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the Final Gas: work until the completion of the same. I ! Jf Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction Work: Service: 1.Foundation or Footing 2.Sheathing Inspection Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining-'is'installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Rough: 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Wo'&shall not proceed until the Inspector has approved the various stages of construction. Health "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: .......... . H- Application Numb ................................................ V �ea tooxv &h- 0 s qqS_ 00 (6- 3b Permit Fee.......................................Other Fee........................ 1 TotalFee Paid............................................................... ...... TOWN OF BARNSTAI§LE a Z Permit Approval by....Crk..D............... w on BUILDING PERAHT3,; q 6 ca M.,................0.....................Parcel......0. 1.......... APPLICATION Section 1 — Owner's Information and Project Location Project Address_ 10 L4 r 1,F � I�H 5 %%tJA::K Village KIC) OwnersName. 6MIZ44 . Owners Legal Address lin> HF,*Zr--V-1,&1 1.5 \K/ StateC zip Owners Cell#-�)O� (a6 Z= 0641 E-mail co Section 2 —Use of Structure Use Group-,-&- F-1 Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet V�Single/Two Family Dwelling Section 3 — Type of Permit ❑ New Construction F1 Move/Relocate E] Accessory Structure EJ Change of use El Demo/(entire structure) El Finish Basement El Family/Amnesty El Fire Alarm ebuild 0 Deck Apartment El Sprinkler System g Addition E] Retaining wall F] Solar El Renovation' El Pool El Insulation Other-Specify Section 4 - Work Description W 2. g. Croat 6,F, W%-rl4 61 U n Flon K 2-71 --st'C'o LIM r-L.40 1z Ki tax-4 -ni - ZA ' XIS'ibl !tVtrW V— Dr *'x 7 ArbE2 LJMW L-A-11W12,1f IE4- t�lserftJG, 1!20-:C?1ZQ064. Last updated. 11/15/2018 Application Number.................................................... Section 5—Detail Cost of Proposed Construction (g �n()n Square Footage of Project Age of Structure z 11-fGAres Dig Safe Number 19 3 3 I y y A # Of Bedrooms Existing 3 Total # Of Bedrooms (proposed) 110 MPH Wind Zone Compliance Method V 4A Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics Wiring ❑ Oil Tank Storage Vsmoke Detectors RPlumbing -: Gas ❑ Fire Suppression ❑ Heating System ❑ Masonry Chimney VAdd/relocate bedroom Water Supply © Public Private Sewage Disposal ❑ Municipal R/On Site Historic District ❑ Hyannis Historic District NOld Kings Highway Debris Dis osal Facility: I am using a crane ❑ Yes U No Section 7—Flood Zone li " II Flood Zone Designation I' Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq. Ft. Total Frontage 17S.Z 2. Percentage of Lot Coverage # of Dwelling Units (on site) Setbacks Front Yard Required 36 Proposed 5 2.5 Rear Yard Required 15 Proposed Side Yard Required ° Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes No Last updated: I1/15/2018 i Application Number........................................... Section 9- Construction Supervisor Name Telephone Number Address City State Zip License Number License Type Expiration Date Contractors Email Cell # I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature Date Section 10-Home Improvement Contractor Name Telephone Number Address City State Zip Registration Number Expiration Date I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H.I.C... Signature Date Section 11 -Home Owners License Exemption Home Owners Name: Telephone Number © 6G� -0-6 Cell or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE Signature'-G ���� Date I. Iz. D q 1 Print Name SMITH Telephone Number S 6Y) E-mail permit to: �✓1 / ��L od- CO/� Last updated: 11/152018 i Section 12—Department Sign-Offs Health Department ❑ Zoning Board(if required). ❑ Historic District Site Plan Review(if required) ❑ Fire Department ❑ Conservation ❑ For commercial work,please take your plans directly to the fire department for approval Section 13 — Owner's Authorization i I, 1 - , as Owner of the subject property hereby authorize � �rQ(_� �. to act on my behalf, in all matters relative to work—authorized by this building permit application for: • (Address of job) ri • 12 20� 9 Signature of Owner date Print Name t . Last updated: 11/15/2018 The Commonwealth of Massachusetts Department of IndustrialAccidents 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/Orgmizationdndividual): ''I m S/1I G/1-7 Address: IO C' Z� �(� S "V�` (/�C� 1-Yc�✓1 �Cr p�P / ' City/State/Zip: AC � �o Phone#: C4 " 0('' Are you an employer?Check the appropriate box: Type of project(required): 1.❑ I am a employer with 4. alam a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. ❑New coon 2.❑ I am a sole proprietor or partner- listed on the attached sheet.employees ❑Remodoling eling ship and have no employees These sub-contractors have g, ❑Demolition working for mein any capacity. employees and have workers' 9. ❑Building addition [No workers'comp.insurance comp•insurance.: required.] 5. ❑ We are a corporation and its 10.❑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.❑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 fiU out the section below sbowing 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. tConttactors 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. lam 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.M 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. I do hereby cerdtfyy e pains penaties ojp that the ' ormation provided above�i true ue correct Date: 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.EIectrical 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 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,if necessary,supply sub-contractors)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 retumed 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 firt re 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 rewired 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 Revised 4-24-07 Fax#617-727-7749 WwwMaw.gov/dia I E'lTb /01I1� /II�� -��1���: � - - — � � •� R . � t .. � a + ��' i � .t � ..�.. � � ' _ �rta _ � • _ ' - C d � ` ' - _ - •. d - .� r � � .� � - � - _ • t • . .• ;� , i � ; �. � 1 - a � � � P � a ' r .j � - ^, r S. a . � � � ., r ' � } 4 Member Report �cit..a, „ wevo,eae„ Floor Container:FC2 I Label:J6'I Design Tag:il966 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:Floodoist I Level:2nd Floor o� C W Product is Sufficient for Application and Loads Described C n C CD W-J. z o a v m 00 — m 1 r43W C43W Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 4'4 3/4" Member Drawing Not to Scale Design Results: ! Dewn ft Location Mowed Result LOF Load Combination-(Load Groun) Calculated design results for this member,if any,are shown. (If no results are shown,the member has not been designed.) Vertical Load Capacity Check Passed Supports: Maximum Loads to Supports Support Start:End Req'd Brq Source Dead Floor Live Roof Live Snow C 1 0":4'4 3/4' 26 lb 52 lb ++> 0":- E23(i97) 1 lb 2 lb ++> 0":4 1/4" E23(i97) 13 Ib/ft 25 Ib/ft ++> 4 1/4":4'4 3/4' E5(i49) 13 Ib/ft 25 Ib/ft Loads: Maximum Loads on Member Tvpe Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":4'4 3/4" FC2 Floor Decking 10 Ib/ft 25 Ib/ft Point 0":- FC2 Floor Decking 1 lb 3 lb Errors,Warninas,8 Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.06,Roof Live-1.25,Snow-1.15 File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 4 J AV V E L I Member Report soliwnrc oy Floor Container:FC2 I Label:J6'I Design Tag:i1966 Design Passed 1 piece(s)of 9 112"TJI®230 , Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.00m) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE I 1 File Name: b17-0447• Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 2 of 2 4 ,)JAV E L1 Member Report c 01(n•"•� oy WCYnr nacnser Floor Container:FC2 I Label:J16'1 Design Tag:i1946 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoisl I Level:2nd Floor Product is Sufficient for Application and Loads Described 2 �• is r I Iva• is tr i Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 15'8" Member Drawing Not to Scale ;Design Resutts: Design(al Location alow� Result )DE Load Canbinatioh Critical Reaction 435 Ib @ 1 3/4" 1305 lb(2.75") Passed-33 h 1.00 1.0 D+1.0 L-(0) :Shear 422 lb @ 2 3/4" 1330 lb Passed-32% 1.00 - 1.0 D+1.0 L (0) _ ._......._„ ;Moment 1628 Ib-ft @ T 9 1/4" 3330 lb-ft Passed-49% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.22"@ 7'9 1/4" 0.38"U480 Passed-U841 1.0 D+1.0 L-(0) Total Load Deflection 0.30•@ 7'9 1/4" 0.76"U240 Passed-U601 1.0 D+1.0 L-(0) TJ Pro Rating 46 25 Passed .--- Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: Additional considerations for TJ-ProTM Rating include ceiling. For TJ-ProTM Rating calculation the controlling span is considered to be supported by walls. Additional considerations for TJ-ProTM Rating include strapping. Bracing(Lu):All compression edges(top and bottom)must be braced at 5-01-05 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. "Member design(strength)is based on loads shown in loading section. TJ-ProTM'Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Beg Source Dead Floor Live Roof Live Snow 1 0":2 3/4" 1.75" E1(i48) 124 lb 311 lb 2 15'3 3/4":15 8" 1.75" E19(i88) 128 lb 320 Ib Loads: Maximum Loads on Member Tv- Start:End Combine Source Dead Floor Live Roof Live Snow Uniform D":15'8' FC2 Floor Decking 16 Ib/ft 40 Ib/ft Errors,Waminas.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447= arage Javelin®Software 6.0.0.296 Desiqn Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 J AV E L 6 Member Report Solt we re by We ye,n a e user Floor Container:FC2 I Label:J16'I Design Tag:i1946 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-Pro"Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. (I�SUSTAINABLE FORESTRY INITIATIVE t i I File Name: b17-0447• ;rage Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 2 of 2 J V E L I Member Report I.f I.- c y W-r h a e n s l. Floor Container:FC2 I Label:J14'1 Design Tag:i1899 Design Passed 1 piece(s)of 9 1/2"TJ10 230 Member Type:FloorJoist i Level:2nd Floor Product is Sufficient for Application and Loads Described I 2 1 L 1N" 1711 7/6" U 1S 21r8- Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 13'2 1/8" Member Drawing Not to Scale :Design Results: Desian OD Location Allowed i Result i LDE Load Combination (Load Grotml Critical Reaction 815 lb @ 1 1/4" 1183 lb(2.25") Passed-69% 1.00 1.0 D+1.0 L-(0) ;Shear _ -- - -9291b @ 2 114" - 15301b Passed_61% 1.15 1.O D+0.75 L+0.75 S-(0) Moment 1595 lb-ft 5'7 9/16" 3330 lb-ft Passed=48%0 1.00 1.0 D+1.0 L- 0 -- ..._._....... ._.... ...... . ... _. . ...... . Live Load Deflection _0.14"@ 6'6 3/16" i 0.33"U480 Passed-U999 1.0 D+1.0 L=(0) Total Load Deflection 0.23"@ 6'4 13/16" 0.65"U240 Passed-U672 1.0 D+1.0 L-(0) TJ Pro Rating 49 25 Passed Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0124)T&G SF - Glue And Nail Deslan Notes: Additional considerations for TJ-ProTM Rating include ceiling. For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams. Additional considerations for TJ-ProTM Rating include strapping. Bracing(Lu):All compression edges(top and bottom)must be braced at 5-01-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 'Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Reg'd Brg Source Dead Floor Live Roof Live Snow 1 0":21/4" 1.75" M5.2(il798) 410lb 412lb 298lb 2 13'2 1/8":- 1.75" M3-3(i1796) 147 lb 288 lb 38 lb Loads: Maximum Loads on Member Tvce Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":13'2 1/8" FC2 Floor Decking 16 Ib/ft 40 Ib/ft _ Point 1'7":- E28(i362) 341 lb 160 lb 336 lb Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 2 SST IUS2.37/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load File Name: b17-0447• Javelin®Software 6.0.0.296 Design Engine:VA s B 17-0447 DS Page 1 of 2 %a V E L 14 . Member Report r s OlwttC C5' SV C7C+�6Cuser Floor Container:FC2 I Label:J14'I Design Tag:i1899 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:Floodoist I Level:2nd Floor Product is Sufficient for Application and Loads Described Errors.Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads.may have been modified to simplify reporting. 'The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. n 51.15TAINABIE FORE5TRY INITIATIVE i File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 2 of 2 �JAVELI o, W_ Member Report Floor Container:FC2 I Label:N I Design Tag:i1890 Design Passed 1 plece(s)of 9 1/2"TJI®230 Member Type:FloorJoist i Level:2nd Floor Product is Sufficient for Application and Loads Described 1 _ 2 T2 T2 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 7'2" Member Drawing Not to Scale T- D"Ign Results: Design Cal Location Load Combination.-fLoad.Grouol Critical Reaction — , � 201 Ib @ 0" _ 1060 lb(1.75") Passed-79/0 1.00 1.0 D+1.0 L-(0) ;Shear 201 lb @ 0" _...1330 lb _ ^Passed-15% A. 1.00 - 1.0 D+1.0 L-(0) :Moment 360 lb-ft @ 3'7" 3330 lb-ft ; Passed-11% 1.00 1.0 D+1.0 L-(0) ...._...._......-_.....-._..................... ..............,...........—....................-.......... ._...._...._......--__.,......__.......-..........._..-._._...._._.._-(0) ....... Live Load Deflection 0.02"@ 3'7" 0.18"U480 Passed-U999 1.0 D+1.0 L-(0) Total Load Deflection 0.02"@ 3'7" 0.3lE U240 Passed-1.1999 1.0 D+1.0 L-(0) ' 'TJ Pro Rating 67 25 Passed --------_ _ .__ — ---- ------ - --- ._....- -.... ..........--------- Decking Material&Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: Additional considerations for TJ-ProTM Rating include ceiling. For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams. Additional considerations for TJ-ProTM Rating include strapping. Bracing(Lu):All compression edges(top and bottom)must be braced at 7-02-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. "Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Br n Source Dead Floor Live Roof Live Snow 1 0":0" 1.75" M7(i1854) 60 lb 149 lb 2 7'2":7'2" 1.75" M2-3(i1826) 64 lb 161 lb Loads: Maximum Loads on Member Tvpe Start End CombineSource Dead Floor Live Roof Live Snow Uniform 0":7'2" FC2 Floor Decking 16 Ib/ft 40 Ib/ft Connector Information: Nailing Requirements Su000A Manufacturer Model 10-2 Face Member Min.Seat Length Other Information 1 SST IUS2.37/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load 2 SST IUS2.37/9.5 Not Applicable 8-10d x 1-1/2 Not Applicable 1.75" Minimum seat length reported is based on the design load File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.' B17-0447 DS Page 1 of 2 J AV G L 9 Member Report � ootware Og 1v e;e:�aeu ser Floor Container:FC2 I Label:J8'1 Design Tag:i1890 Design Passed 1 piece(s)of 9 1/2"TJl®230 Member Type:FloorJoist i Level:2nd Floor Product is Sufficient for Application and Loads Described Errors.Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. n SUSTAINABLE FORESTRY INITIATIVE r File Name: 1517-0447- Javelin®Software 6.0.0.296 Design Engine:Ve 5.1.1 B17-0447 DS Page 2 of 2 EL IN ' a° W°„ °, WeY°„ Member Report a� Floor Container:FC2 I Label:J4'j Design Tag:i1882 Design Passed 1 piece(s)of 9 1/2"TJIO 230 Member Type:FloorJoist I Level:2nd Floor Product is Sufficient for Application and Loads Described I 1 2 �w zzlrr � z 71rr Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 2'7 1/2" Member Drawing Not to Scale ;Design Resutts: Desicn ft Location ; a --f'—pp Rau!!' 1= Load Combination (Load Group) :Critical Reaction _- V 72 lb @ 1 1/4' 1183 lb(2.25')r Passed-6% 1.00 1.0 D+1.0 L-(0) _ ;Shear =, — A 62 lb @ 2 1/4" : 1330 lb Passed-5% 1.00 1.0 D+1.0 L-(0) Moment 391b ft @ 1 3 1/2 33301b ft ) Passed-1% -1:00 1.0 D+1.0 L-(0) } Live Load Deflection 0.00"@ 1'3 1/2' 0.06"U480 Passed-U999 1.0 D+1.0 L-(0) .Total Load Deflection v_ -- -0.00";@ V 33 1/2�_ - 0_12"U240 i V—Passed-U999 1.0 D+1.0 L-(0) :TJ Pro Rating 76 25 Passed Decking Material 8 Attachment: 23/32"x48"x96"Weyerhaeuser Edge Gold Panel(0124)T&G SF - Glue And Nail Design Notes: Additional considerations for TJ-ProTM Rating include ceiling. For TJ-ProTM Rating calculation the controlling span is considered to be supported by beams. Additional considerations for TJ-ProTM Rating include strapping. Bracing(Lu):All compression edges(top and bottom)must be braced at 2-07-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Member design(strength)is based on loads shown in loading section. TJ-ProTM'Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Rep'd Br'o Source Dead Floor Live Roof Live Snow 1 0":21/4" 1.75" M5-2(i1798) 22lb 56lb 2 2'4 3/4":2'7 1/2" 1.75" E1(i48) 21 lb 53lb Loads: Maximum Loads on Member Tvoe Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":2'7 112" FC2 Floor Decking 16 Ib/ft 40lb/ft Errors.Waminas.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been Performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447, JavelinO Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 J AV E L I Member Report Floor Container:FC2 I Label:A'I Design Tag:i1882 Design Passed 1 piece(s)of 9 1/2"U10 230 Member Type:FloorJoisl I Level:2nd Floor Product is Sufficient for Application and Loads Described The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE I File Name: 1517-0447- Javelin®Software 6.0.0.296 Design Engine:Vs 5.1.1 B17-0447 DS Page 2 of 2 ) AVE L IN"r Member Report c0llwarc by We)'e•naeu5l: Label:M7 I Design Tag:i1854 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described I 1 2 WSW* 1 /4 L I, I Y to3W Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 3'10 3/4" Member Drawing Not to Scale :Deskln Resutts: Design Cdilocation, Allowed Result LDF 'Load Combination-(Load Grouo) r :Critical Reaction 270 Ib @ 0" 1969 Ib(1.5") Passed-14% 1.0 D+1.0 L-(0) Shear : 214 Ib @ 9 1/2" 3159 Ib I Passed-7% 1.00 -- 1.0 D+1.0 L,(0) Moment 278 Ib-ft @ V 8" ? 5887 Ib-ft Passed-5°/D 1.00 1.0 D+1.0 L-(0) ;Live Load Deflection 0.00"@ 1'8" 0.12"U360 Passed-U999 1.0 D+1.0 L-(0) ;Total Load Deflection i 0.00"@ 1'8" 0.18"U240 Passed-U999 1.0 D+1.0 L-(0) Desian Notes: "Bracing(Lu):All compression edges(top and bottom)must be braced at 3-10-12 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports SUDDOR Start:End Read Bra Source Dead Floor Live Roof Live Snow 1 0":- 1.5" M6-2(i1847) 84 Ib 186 Ib 2 T 6 1/2":T 10 3/4" 1.5" E15(i43) 88 Ib 196 Ib Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":3'10 314" Self Weight 5 Ib/ft - Point 6":- J8'(i1891) 41 Ib 101 Ib Point 1'8":- J8'(i1890) 60 Ib 149 Ib Point 3'2":- J8'(i1888) 52 Ib 131 Ib Point T 6 1/2":- FC2 Floor Decking - 1 Ib Connector Information: Nailing Requirements SUDoort Manufacturer Model Top Face Member Min.Seat Length Other Information 1 SST HUS1.81/10 Not Applicable 30-10d common 10-1Od common 1.5" Minimum seat length reported is based on the design load Errors.Warninas.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17.0447 DS Page 1 of 2 J A Vt E.L aI uN Member Report Label:M7 I Design Tag:i1854 Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. n SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447 Javelin®Software 6.0.0.296 Desian Engine:V6 5.1.1 B17-0447 DS Page 2 of 2 Member Report sO:t+eeo by weye °uase Label:M6-2 I Design Tag:i1847 Design Passed 2 piece(s)of 1 3/4"x 91/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described J. 1 I si}r IrD3W e'61r� Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 8'6 1/4" Member Drawing Not to Scale Design Results: f Desion a Location ! Allowed Result 1t4E t.oact Combination-(Load.GrouD1 , ;Crifical Reaction j 393 Ib @ 4" 8181 lb(5.5") Passed-5% 1.0 D+1.0 L-(0) Shear ; 359 lb @ 1'3" _ --6318 lb - - Passed_6% -; 1:00— 1.0 D+10 L_(0) Moment 454 Ib-ft @ 3'7 3/8" 11775 Ib-ft Passed-4/ 1.00 1.0 D+1.0 L-(0) ---- - ..�—_.. — <-------- --....._..----._.._........i... - -- -._._...._.: ---- -...._. .........._....._...--- _............... .- ------------................._.._....__........ 'Live Load Deflection 0.01"@ 4'2 9/16" 0_27"U360 Passed-U999 1.0 D+1.0 L-(0) Total Load Deflection —_ 0.01"@ 4'3" 0.41"1-1240 - Passed-U999v -—_---`_ -^ , 1.0 D+10 L-(0) - -- J Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 8-06-04 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support tort:End Rea'd Bea Source Dead Floor Live Roof Live Snow 1 0":5 12" 1.5" E19(i88) 148 lb 246 lb 2 8'6 1/4":8'6 1/4" 1.5" M2-3(i1826) 83 lb 110 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":8'6 1/4' Self Weight 9 Ib/ft Uniform 0":V 2 1/2" FC2 Floor Decking 5lb/ft 13 Ib/ft Uniform V 2 1/2":8'6 1/4' FC2 Floor Decking 8 Ib/ft 20 Ib/ft Point T 3 3/8':- M7(11854) 84 lb 186 lb Connector Information: Nailing Requirements Support Manufacturer Model io-2 Face Member Min.Seat Length Other Information 2 SST HHUS410 Not Applicable 30-16d common 10-16d double 1.5" Minimum seat length reported is based on the design load Errors.Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. r File Name: b17 0447- Javelin®Software 6.0.0.296 Desion Enoine:V6.5.1.1 B17-0447 DS Page 1 of 2 J A V E L I N9 Member Report so��wn:c ny wcyc:ne cure: Label:M6-2 I Design Tag:i1847 Design Passed 2 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible With the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE 1 File Name: b17-0447• Javelin®Software 6.0.0.296 Design Enaine:V6.5.1.1 B 17-0447 DS Page 2 of 2 �J AVE Ll Member Report olfwerc by tV cynrb�uu�er Label:M4-3 I Design Tag:i1832 Design Passed 3 piece(s)of 1 3/4"x 14"2.0E Mlcrollam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described l L. 1 2 t'21 199, Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 16'9" Member Drawing Not to Scale _.......__ Deslan ResWts: + Pesian 0 Location Allowed 1 —.-E �E t 4ad Combination-(lAatl Group) ;Critical Reaction 4916 lb @ 4" .0 S 20934 lb(5.5") Passed-23/ 1.0 D+1 -(0) 1.0 S Shear 9056 lb @ 14'4 1/2" 16060 lb- Passed-56% 1.15 1.0 D+1.0 S-(0) :Moment _ 42087 lb-ft @ 11'0" 41846 lb-ft Passed-101% 1.15 1.0 D+1.0 S-(0) _ ----........ 0.42" ..... '........ .5 1'0" -5--1, -...._.......:.... ----.._ .—..__._....._. ;Live Load Deflection @ 8'6 5/8" V360 Passed..-....U443 1.0 D+1.0 S-(0) Total Load Deflection 0.68"@ B'6 7/16" 0.77"U240 Passed-L/271 1.0 D+1.0 S-(0) Vertical Load Capacity Check Passed Design Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 6-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Reo'd Bee Source Dead Floor Live Roof Live Snow 1 0":5 1/2" 1.5" Et(i48) 1111 lb 135 lb 1568lb 2 15'6 1/2":16'9" 190281-14610 733/-561 Ib 30162/-23234 lb lb ++> 15'8":- 2.4" E19(i88) 19028 Ib 732 Ib 30162 Ib ++> 16'7 1/2":- E15(i43) -14610 Ib 1/-561 lb -23234 1b Loads: Maximum Loads on Member Tvce Start:EndCombine Source a" Floor Live Roof Live Snow Self Weight 0":16'9" Self Weight 20 Ib/ft Uniform 2 3/4":5'3 1/2" FC2 Floor Decking 8 Ib/ft 20 Ib/ft Uniform 513 1/2":16'0" FC2 Floor Decking 6 Ib/ft 14 Ib/ft Uniform 6'11 5/8":10'9 3/8" E29(i363) 5 Ibtft Uniform 11'2 5/8":16'9" E27(i357) 5 Ib/ft - Point 5'2 5/8":- M8(i1797) 23 Ib 51 lb Point 6'9":- PBO3(i370) 733 Ib - 1256 Ib Point 11'0" :- PBO2(i367) 4284 Ib 7240 Ib Errors.Warninas.&Notes: File Name: b17-W7- JavelinOSottware 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 V L I Member Report Soliwarc by Weyerna eu5er Label:M4-3 I Design Tag:i1832 Design Passed 3 piece(s)of 1 3l4"x 14"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described CAUTION:The maximum net analysis reaction exceeds the user-defined maximum uplift value at one or more supports. 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. 'The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright We yerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE I 1 File Name: bl7-0447- Javelin®Software 6.0.0.296 Design Enaine:V6.5.1.1 B17-0447 DS Page 2 of 2 i !wAVE"L "I�� Member Report Label:M2-3 I Design Tag:i1826 Design Passed 3 plece(s)of 1 3/4"x 20"2.0E Microllam@ LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described i i ! i ! i : 1 2 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 26'6" Member Drawing Not to Scale iDesian Results: Design Ca!Location Allowed Result ) Load Com6ina6on:(Load Group) — — ...------ —................ ..--._-...... .._............... Critical Reaction 9531 lb @ 4" 20934 lb(5.5") Passed-46% 1.0 D+0.75 L+0.75 S-(0) .Shear 8278 lb @ 2'1 1/2" 22943 lb Passed-36% 1.15 1.0 D+0.75 L+0.75 S-(0) !Moment ; 60492 lb-ft @ 13'0 7/16" 81355 lb-ft Passed-74% ............. :Live Load Deflection 0.59"@ 13'2 15/16" 0.86"U360 Passed-1-1527 1.0 D+0.75 L+0.75 S- 0 •Total Load Deflection 1.10'@ 13'2 15/16" 1.29"L/240 Passed-U281 ; 1.0 D+0.75 L+0.75 S-(0) Deslan Notes: "Bracing(Lu):All compression edges(top and bottom)must be braced at 6-03-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Read Bra Source Dead Floor Liv Roof Liv Snow 1 0":5 1/2" 2.5" E10(i44) 4399lb 3641 lb 3172lb 2 260 1/2":26'6" 2.5" E14(i50) 4413 lb 3595 lb 3172 lb Loads: Maximum Loads on Member Tvce Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":26'6" Self Weight 29 Ib/ft Uniform -0":26'6" User Load 38 Ib/ft 75 Ib/ft Uniform 0*:1'0" PLT2(i351) 147 lb/ft 290 lb/It Uniform 1'0" :25'6" E25(i353) 188 Wit 235 Ib/ft Uniform 25'6":26'6" PLT3(i352) 147 Ib/ft - 290 Ib/ft Tapered 4":23'0" Smoothed Load 82 To 83 Ib/ft 205 To 206 Iblit Point 23'8":- J14'(i1892) 84 lb 211 lb Point 24'4 1/4":- M6-2(i1847) 83 lb 110 lb Point 25'0" - Z(0891) 44lb 109lb Point 26'2":- JB'(i1890) 64 lb 161 lb Errors.Waminas,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,demo—L— -A I--ations shown on this report are based on the centerline of the member. File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5 1.1 B17-0447 DS Page 1 of 2 J AV �,� u@� Member Report Label:M2-3 I Design Tag:i1826 Design Passed 3 piece(s)of 1 3/4"x 20"2AE MicrollarnO LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.00m) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: b1740447- Javelin®Software 6.0.0.296 Design Enoine:V6.5.1.1 B17-0447 DS Page 2 of 2 J A V E L i Member Report soltwe:c oy tYeyn etlaeuSG Label:M1-3 I Design Tag:i18241 Design Passed 3 plece(s)of 1 3l4"x 24"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described —� i - ' i i 1 2 ''S'12" 1T1" -- ---------Ni. 51110 1 g —--------- Ir --— - - Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 18'0" Member Drawing Not to Scale 'Design Resutts: Design CaL.L•ocation Allowed Result )I Load'Combination-(Load Group) Critical Reaction 10929 Ib @ 4" 20934 lb(5.5") Passed-52 h 1.0 D+0.75 L+0.75 S-(0) Shear 10547 lb @ 2'S 1/2" 27531 lb Passed_38% 1.15 1.0 D+0.75 L+0.75 S-(0) +Moment 88' 428 lb-ft @ 9'0" 114283 lb-ft Passed-77% 1.15 1.0 D+0.75 L+0.75 S-(0) -- --- .................._.. . ..................... Live Load Deflection 0.22"@ 9'0" 0.58"U360 Passed-U936 1.0 D+0.75 L+0.75 S-(0) Total Load Deflection 0.40"@ 9'0" 0.87"U240 Passed U517 1.0 D+0.75 L+0.75 S-(0) Desian Notes: Bracing(Lu):All compression edges(top and bottom)must be braced at 3-09-15 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Su000rt Stan:End Read Beg Source Dead Floor Live Roof Live Snow 1 0":5 1/2" 2.87" E6(i45) 50461b 4259 Ib 3884 Ib 2 17'6 1/2":18'0" 2.87" E8(i47) 48331b 4088 Ib 3693 Ib Loads: Maximum Loads on Member Tvoe toCombine Source Dead Floor Live Roof Live Snow Self Weight 0":18'0' Self Weight 35 Ib/ft - Uniform 0':18'0" User Load 34 Ib/ft 68 lb/ft Uniform 0":18'0" FC2 Floor Decking 10 Ib/ft 25 Ib/ft Uniform 0":8'9 3/8" E26(i356) 5 Ib/ft Uniform 9'2 5/8":18'0" E30(i365) s lb/ft - Point 9'0" :- M3-3(i1796) 4260 Ib 6674115 620 Ib Point 9'0" PBO1(i366) 41131b 6957 Ib Errors,Waminas.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90.Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 ® AV E L I Member Report Label:M1-3 I Design Tag:i1824 Design Passed 3 piece(s)of 1 3/4"x 24"2.0E Microllarn®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. n SUSTAINABLE FORESTRY INITIATNE I I I File Name: b17-0447. Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 2 of 2 4JiAYYE T h L I Member Report a ans e. Label:M5-2 I Design Tag:i1798 Design Passed 2 piece(s)of 1 3/4"x 11 7/8"2.0E Microllam(&LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described ! I i i i I 1 2 3 4 -f___ � 3'0"I 9'0' -:� 2'8' 9'0' TOT! I i 39'61R' Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 39'5 1/2" Member Drawing Not to Scale jDeslsln Results:- Design ra Location �- —AJlo ed -- Result I` — Load Combination (Load Grouo) - Critical Reaction 5394 lb @ 12'1 1/2" 19895 Ib(13.38') Passed-27% 1.0 D+0.75 L+0.75 S-(0) - Shear 3654 lb @ 11'0 118' 9081 Ib Passed-40% 1.15 1.0 D+0.75 L+0.75 S-(0) --------- __._ . -.. _.. Moment 5854 lb-ft @ 12'1 1/2" 20525 lb-ft Passed-29% 1.15 1.0 D+0.75 L+0.75 S-(0) __ _...--- - _. --------- --- - - -.. ---.............-------------------------...------- ---......:- -.__._._...---- -..._..__ ...-.-...._ ... 'Live Load Deflection 0.07"@ 33'3 3/8' ; 0.43"U360 Passed-U999 - 1.0 D--+--1:0.S:..(0)..... :Total Load Deflection 0.09"@ 7'1 13/16" 0.46"U240 Passed-L1999 1.0 D+0.75 L+0.75 S-(0) - _ _�. _-__...--- ---- __.__ .-------_---•-_-._.-_ -----.__.._.-•_____._._ _.__...__.-._______-..._ -..----.... Vertical Load Capacity Check Passed Design Notes: 'Bracing(Lu):All compression edges(top and bottom)must be braced at 26-05-06 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports SUDooR Start:End Rea'd Br'o Source Dead Floor Live Roof LiveSnow 1 0":TO" E23(i97) 1801 lb 1293/-68 lb 2292/-138 Ib 1 1/2":- - E23(i97) - -68 lb 127/-138 lb 2'10 1/2":- 2.79" E23(i97) 1801 lb 1293 lb 2165 lb 2 12'0" :14'6" E24(i98) 3279 lb 3317 lb 3619 lb 12'1 1/2":- 3.63" E24(i98) 1850 lb 1877 lb 1783 lb 14'4 1/2":- 3.15" E24(i98) 1429 lb 1440 lb 1836 lb 3 23'6":26'6" E4(i55) 2928 lb 2122/-169 lb 4379/-175 Ib 23'7 1/2":- 3" E4(i55) 1673 lb 1931 lb 1446/-175 lb 26'4 1/2":- 2.84" E4(i55) 1255 lb 191/-169 lb 2933 lb 4 39'0" :39'5 112" 1.5" E21(i92) 579 lb 258/-55lb 831 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":39'5 1/2" Self Weight 11 Ib/ft Uniform 0":39'0" TSRIMI(i1935) 2 Ib/ft Uniform 0*:TO" TSRIMI(i1935) 145lb/ft 290lb/ft Uniform 3'0" :23'6" TSRIMI(il935) 18lb/ft 37lb/ft Uniform 23'6":31'6" TSRIMt(il935) 109 Wit 218 Ib/ft Uniform 26'4":38'4" Smoothed Load 17 Ib/ft 42 Ib/ft - Uniform 30'6":39'0" TSRIMI(i1935) 77 Ib/ft - 154 Ib/ft Tapered 3'8":11'8" Smoothed Load 310 To 310 Ib/ft 311 To 309 Ib/ft 224 To 223 Ib/ft Tapered 14'4":23'8" Smoothed Load 311 To 297 Ib/ft 309 To 304 Ib/ft - Tapered 14'4":22'4" Smoothed Load - 223 To 224 Ib/ft Point TO' :- J14'(il927) 181 lb 238 lb 104 lb File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 817-0447 DS Page 1 of 2 i i® J AVE L I Member Report Label:M5-2 I Design Tag:i1798 Design Passed 2 piece(s)of 1 3/4"x 11 7/8"2.0E Microllarn®LVL Member Type:Beam i Level:2nd Floor Product is Sufficient for Application and Loads Described Point 23'0" :- J14'(il897) 281 lb Point 38'10 7/8":- J4'(il938) 11 lb 28 lb - Errors.Wamings.&Notes: "If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centedine of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE t I File Name: b17-0447- Javelin®Software 6.0.0.296 Design Enoinw V9 5.1-1 B17-0447 DS Page 2 of 2 f A�'AV E L I Member Report Oy We y L:hdeu9Lr Label:M8 I Design Tag:i1797 Design Passed 1 piece(s)of 1 3/4"x 91/2"2.0E Microllam@ LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described 1 2 1 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 1'6 1l2" Member Drawing Not to Scale !Deslun.Resufts: . i . Design@:Location ; AI -.n-(Load �� ! Lead Combination:(l.nad Group) Result 1 I=DE' .. iCrifical Reaction 73 lb @ V 6 1l2" 1969 lb(1.5") Passed-4% 1.0 D+1.0 L-(0) !Shear 19lb @ V 3" 3159lb Passed-1% i 1.00 1.0 D+1.0 L-(0) Moment 27 lb-ft @ 1'2" 5887 lb-ft Passed-0% 1.00 1.0 D+1.0 L-(0) Live Load Deflection 0.00"@ 0" 0.04"U360 Passed-U999 1.0 D+1.0 L-(0) Total Load Deflection 0.00"@ 0" 0_06"U240 - ^._. Passed_U999- - —- - LO p+1.0 L_(0) Design Notes: "Bracing(Lu):All compression edges(top and bottom)must be braced at 1-06-08 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports SUDWrt Start:End Rea'd Bra Sur Dead Floor LiveRoof Live Snow 1 0":5 1/2" 1.5" E17(i89) 131b 221b 2 V 6 1/2":- 1.5" M4-3(i1832) 23 Ib 51 lb Loads: Maximum Loads on Member TYPe Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":V 6 112" Self Weight 5 Ib/ft Point 1'2":- J6'(il944) 29 Ib 73 Ib Connector Information: Nailing Requirements Su000rt Manufacturer Model i2p Fare Member Min,Seat Length Other Information 2 SST HUS1.81I10 Not Applicable 30-10d common 10-10d common 1.5" Minimum seat length reported is based on the design load Errors.Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447- Javelin®Software 6.0.0.296 Desion Engine:V6.5.1.1 B 17-0447 DS -. Page 1 of 2 Member Report o+:wn:e o> wc:e nneusc+ Label:M8 I Design Tag:i1797 . Design Passed 1 piece(s)of 1 3/4"x 9 1/2"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447- Javelin®Software 6.0.0.296 B17-0447 DS Page 2 of 2 i A V E L I Member Report 1 oy weyo.nacuse. Label:M3-3 I Design Tag:i1796 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described I, 1: .ice I • J. I 2 ! 25'71/4' I e 1/4" 'I 2611 ire Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 25'11 1/2" Member Drawing Not to Scale IDeslan Results: Design ft Location -T --A-- ---- ---`- Allowed —Result Q �Load Combination-(Load Group) :Critical Reaction 10961 lb @ 0" 10961 lb(2.78") Passed-100/a 1.0 D+1.0 L-(0) !Shear 10114 lb @ 1'8" 19950 lb Passed,51% 1 00 1.0 D+1.0 L-(0) !Moment 71324 lb-ft @ 13'2 3/4" 70744 lb-ft Passed-101% 1.00 1.0 D ----.._�-._—..-----------•-------r---—___._.._......__.._......_._........_........................--....__............._.-_...—...........-----..,............ .. .. . ......._. ..................... Live Load Deflection 0.80"@ 12'10 3/8" 0.86'L/360 Passed-U385 1.0 D+1.0 L-(0) '- -!Load--- ------._.-- ------- _ -._... ._-. .. ---_-_.._....__-._... , Total Load Deflection 1.29"@ 12'10 3/8" 1.29'L/240 Passed-L/239 1.0 D+1.0 L-(0) Deslan Notes: 'Bracing(Lu):All compression edges(top and bottom)must be braced at 6-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Rec'd Br'o Source Dar! Floor Live Roof Live Snow 1 0":0" 2.78" M1-3(i1824) 4260lb 6674lb 620lb 2 25'7 1/4":25'11 1/2' 4158lb 6852lb 289lb ++> 25'10 1/16":- 2.9" PB05(il l39) 2772 lb 4568 lb 193 lb ++> 25'11 1/8":- E32(i1138) 693 lb 1142 lb 48lb ++> 25'11 1/8":- E18(i91) 693 lb 1142lb 48lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Self Weight 0":25'11 1/2" Self Weight 29 Ib/ft - Uniform 1/4':25'11 1/2" E31(i373) 109lb/ft 120lb/ft Uniform V 2 3/4":25'2 3/4" - Smoothed Load - 100 Ib/ft Uniform T 2 3/4':1 V 2 3/4" - Smoothed Load 28 Ib/ft Uniform 7'10 3/4":23'10 - Smoothed Load 100 Ib/ft - Tapered 0":'r 10 3/4" - Smoothed Load 114 To 97 Ib/ft Tapered 6 314":4'6 3/4" - Smoothed Load - 229 To 194 Ib/ft Tapered 1'10 3/4":24'6 3/4" - Smoothed Load 79 To 80 Iblft - Tapered 3'2 3/4':23'2 3/4" - Smoothed Load 110 To 109 Ib/ft - Tapered 4'6 3/4":23'2 3/4' - Smoothed Load - 216 To 215 Ib/ft - Tapered 13'10 314":21'10 - Smoothed Load - 28 To 29 Ib/ft Point 1/4":- - PBO1(1366) 196lb 331 lb Point V 2 3/4":- - J14'(11929) 119 lb - Point V 2 3/4":- - J14'(0928) 119 lb Point 2'6 3/4*:- J14'(il927) 126 lb 18 lb Point 1 V 10 3/4":- - J14'(0913) 34 lb Point 13'2 3/4":- J14'(i1911) 34 lb Point 22'6 3/4*:- J14'(i1897) 36lb File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 I' J AVE yL I ' Member Report Label:M3-3 I Design Tag:i1796 Design Passed 3 piece(s)of 1 3/4"x 20"2.0E Microllam®LVL Member Type:Beam I Level:2nd Floor Product is Sufficient for Application and Loads Described Point 23'10 3/4":- J14'(i1894) 106 lb 266 lb Point 25'2 3/4":- J14'(il893) 93 lb 233 lb Point 25'2 3/4':- J14'(i1892) 85 lb 211 lb Connector Information: Nailing Requirements Support Manufacturer Model Top Face Member Min.Seat Length Other Information 1 SST HHGU5.50 Not Applicable 44-SOS 28-SOS 2.78" Minimum seat length reported Is based on the design load Errors.Warnings.&Notes: 'If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.00m) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. ey SUSTAINABLE FORESTRY INITIATIVE l File Name: b17-W7 Javelin®Software 6.0.0.296 Design Engine:V6.5 1.1 B17-0447 DS Page 2 of 2 i " J AV E L ! Member Report I""It by VV It use, Label:M2 I Design Tag:i1975 Design Passed 1 piece(s)of 1 3/4"x 11 7/8"2.0E Microllam®LVL Member Type:RoofBeam I Level:Roof Product is Sufficient for Application and Loads Described 2 —11 s9t2" sc 5117 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 9'S" Member Drawing Not to Scale !Design Res.1ts i Desirut CM Location Allowed Result jPFF Load Combination-(Load Group) ;Critical Reaction 2089 lb @ 9'1" 6978 lb(5.5') Passed-30% 1.0 D+1.0 S-(0) ;Shear _.__i. ._..__-.1447 lb @ 1'5 3/8" 4541 lb Passed-32% 1.15 1.0 D+1.0 S-(0) --------........ _. ...._.- Woment 4245 lb-ft @ 4'8 1/2" 10263 it4t Passed-41% -1.15 1.0 D+1.0 S-(0) _ ._............._--._..._......... ............. . ..........__.._... Live Load Deflection 0.09"@ 4'8 1/2" 0.44"U240 Passed-U999 1.0 D+1.0 S-(0) ;Total Load Deflection 0.14"@ 4'8 1/2" t 0.58"U180 Passed-U733 1.0 D+1.0 S- 0) Deslan Notes: 'Bracing(Lu):All compression edges(top and bottom)must be braced at 9-05-00 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Reo'd Bra Source Dead Floor Live Roof Live Snow 1 0":5 1/2" 1.5" PBO3(i370) 655 lb 1256 lb 2 8'11 1/2":9'S" 1.65" PBO4(i371) 706 lb 1358 lb Loads: Maximum Loads on Member Type Start:End Combin Source Dead Floor Live Roof Uve Snow Self Weight 0":9'S" Self Weight 6 Ib/ft Uniform 5 1/2":9'5" User Load 146 Ib/ft 292 Ib/ft Errors,Warnings.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447 Javelin@ Software 6.0.0.296 Design Engine- B17-0447 DS Page 1 of 2 4 f J AV E L I Member Report saf:waa Ey 1Ycre aacose Label:M2 I Design Tag:i1975 Design Passed 1 piece(s)of 1 3/4"x 11 7/8"2.0E Microllam®LVL Member Type:RoofEleam I Level:Roof Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. "v SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447- Javelin®Software 6.0.0.296 Design Enni"o:V6.5.1.1 B17-0447 DS Page 2 of 2 ' A V E L I Member Report �OIIWdre by wager°a Curer Label:M1-3 i Design Tag:i1820 Design Passed 3 plece(s)of 1 3/4"x 24"2.0E Microllam®LVL Member Type:RoofBeam I Level:Roof Product is Sufficient for Application and Loads Described L 1 '2 r!�1/2• 27 7• — —----- 1 s 1rro• sr s• ------ — Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 32'6" Member Drawing Not to Scale :Design Results: Aesion fd)Location --- --- Allowed -� Resuit �L — Load Combination-fLoad Group) Critical Reaction 11527 lb Q 1'2 3/4" 20934 lb(5.5") Passed-55% 1.0 D+1.0 S-(0) :Shear 8920 Ib Q 29'0 1/2" 27531 lb Passed-32% 1.15 1.0 D+1.0 S-(0) _ O !Moment 75514 Ib ft Q 16'4 7/8" 114283 Ib ft Passed-66% 1.15 1.0 D+1.0 S- 0 .. .... Live Load Deflection 0 69"Qa 16 3 9/16 1.00"U360 Passed-U526 1.0 D+1.0 S-(0) Total Load Deflection 1.09"@ 16'3 9/16" 1.50"U240 Passed-U332 1.0 D+1.0 S-(0) Design Notes: "Bracing(Lu):All compression edges(top and bottom)must be braced at 5-06-02 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. Supports: Maximum Loads to Supports Support Start:End Read Bra Source Dead Floor Live Roof Live Snow 1 1'0" :1'5 1/2" 3.03" PBO1(i366) 4207lb 7288lb 2 31'0 1/2":31'6" 3.01" PBO2(i367) 4182 lb 7240 lb Loads: Maximum Loads on Member Type Start:End Combine Sou Dead Floor Live Roof Live Snow Self Weight 0":32'6" Self Weight 35 Ib/ft Uniform 0":TO' User Load 290 Ib/ft 580 Ib/ft Uniform 3'0" :29'6" User Load 109 Ibtft 218 Ib/ft Uniform TO" :25'6' User Load 98 Ib/ft 196 Ib/ft Uniform 24'6":3Z 6" User Load 109 Ib/ft 218 Ib/ft Uniform 28'6":32'6" User Load 109 Ib/ft 218 Ib/ft Errors,Warnings,&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 4 u rR ' *J E Le P- Member Report o w o, Y�'< r Label:M1-3 I Design Tag:0820 Design Passed 3 piece(s)of 1 3/4"x 24"2.0E Microllam®LVL Member Type:RoofBeam I Level:Roof Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.com) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. "v SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-W7 DS Page 2 of 2 I ��,,pp� i�J AV E L t Member Report eltware °y Weyer°aCUSei Floor Container:FC1 I Label:J12'I Design Tag:i1843 Design Passed 1 plece(s)of 9 112"TJI®230 Member Type:FloorJoist I Level:1st Floor Product is Sufficient for Application and Loads Described 1 2 1a 11>2 Building Code: IBC 2015 Design Methodology: ASD Member Cut Length: 10'11 1/2" Member Drawing Not to Scale Deslpn Results: Desion Ca)Location Allowed Result LDF Load Combination-(Load Group) Critical Reaction 326 lb @ 3 1/4" 1485 lb(3.5") Passed-22/° 1.00 1.0 D+1.0 L-(0) ;Shear 305 lb @ 4 1l4" 1330 lb Passed-23% 1.00 1.0 D+1.0 L-(0) ;Moment 808 Ib ft @ 5'S 3/4" 3330 Ib ft Passed-24% 1.00 1.0 D+1.0 L-(0) . ..... -. ..—.........1---.:.......... . ..................._..._......._....-......_. j Live Load Deflection 0.06"@ 5'5 11/16" 0.26"U480 Passed-U999 1.0 D+1.0 L-(0) :Total Load Deflection 0.08"@ 5'5 11/16" --0.52"L/240— Passed-U999 1.0 D+1.0 L-(0) 'TJ Pro Rating 58 25 Passed _._.........._....... ._ -- Decking Material&Attachment: 23/32'08"46"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: For TJ-ProTM Rating calculation the controlling span is considered to be supported by walls. Bracing(Lu):All compression edges(top and bottom)must be braced at 7-03-01 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. 'Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start;End 'Rep d Bra Source Dead Floor Live Roof Live Snow 1 0":4 1/4" 1.75" F19(i19) 76lb 254lb 2 10'7 1/4":10'11 1/2" 1.75" F12(i6) 77 lb 257 lb Loads: Maximum Loads on Member Type Start•End Combine Source Dead Floor Live Roof LiveSnow Uniform 0":10'11 1/2' FC1 Floor Decking 14 Ib/ft 46 Ib/ft Errors.Waminns.&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. `The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447 Javelin®Software 6.0.0.296 Design EnginQ• B17-0447 DS Page 1 of 2 i 4 ' J A V E L I W Member Report so„wn,a by ,�eye,�do so, p Floor Container:FC1 I Label:J12'1 Design Tag:i1843 Design Passed 1 piece(s)of 9 1/2"TJI®230 Member Type:FloorJoist I Level:1st Floor Product is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.00m) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. SUSTAINABLE FORESTRY INITIATIVE I l File Name: b17-0447- Javelin®Software 6.0.0.296 Design Engine:ua s+ + B17-0447 DS Page 2 of 2 L I N L Member Report Floor Container:FC1 I Label:J16'I Design Tag:i1809 Design Passed 1 plece(s)of 9 1/2"TJI®230 Member Type:Floodoist I Level:1 st Floor Product is Sufficient for Application and Loads Described 2 IT9Irr Building Code: IBC 2015 Design Methodology; ASD Member Cut Length: 15'9 1/2" Member Drawing Not to Scale Vision Results: Desi4ri a L6Mtion I Albwed � - Result Lead Combination (Load Group) i :Critical Reaction 547 lb Q 3 1/4' 1485 lb(3.5") y Passed-37% 1.00 1.0 D+1.0 L-(0) -� ;Shear 523 lb Q 4 1/4' 1330 lb Passed-39% 1.00 1.0 D+1.0 L- 0 ;Moment 2016lb•ft Q T 10 3/4' 3330 Ib-ft Passed-61%° 1.00 1.0 D+1.0 L-(0) 1 Live Load Deflection 0.29'(d T t0 3/4" 0.38"U480 Passed-U631 1.0 D+1.0 L- 0 (Total Load Deflection l-- 0.38" T 10 3l4" 0.76"U240 Passed-U485 1.0 D+1.0 L-(0) ,TJ Pro Rating ; 40 i 25 Passed Decking Material&Attachment: 23/32"x48'46"Weyerhaeuser Edge Gold Panel(0/24)T&G SF - Glue And Nail Design Notes: For TJ-ProTM Rating calculation the controlling span is considered to be supported by walls. Bracing(Lu):All compression edges(top and bottom)must be braced at 4-07-02 o/c unless detailed otherwise.Proper attachment and positioning of lateral bracing is required to achieve member stability. "Member design(strength)is based on loads shown in loading section. TJ-ProTM Rating,if shown,is based on 1-04-00 o.c.spacing. Supports: Maximum Loads to Supports Support Start:End Read Beg Source Dead Floor Live Roof Live Snow 1 0":4114" 1.75" F14(i15) 128lb 427lb 2 15'5 1/4*:15'9 112" 1.75" F12(i6) 128 lb 427 lb Loads: Maximum Loads on Member Type Start:End Combine Source Dead Floor Live Roof Live Snow Uniform 0":15'9 1/2" FC1 Floor Decking 16 Ib/ft 53 Ib/ft Errors.Warnings:&Notes: If sloping roof loads are applied to this member,the roof dead load has been adjusted for slope. The member graphic,dimensions,and locations shown on this report are based on the centerline of the member. i 'Analysis and Design has been performed using precision loading from actual modeled conditions. Some loads may have been modified to simplify reporting. The TJ-ProTM Rating shown above is based on the default decking for the floor container. Special decking(if used)was not used in determination of the TJ-ProTM Rating. Load Duration Factors:Dead-0.90,Floor Live-1.00,Roof Live-1.25,Snow-1.15 File Name: b17-0447 Javelin®Software 6.0.0.296 Design Engine:V6.5.1.1 B17-0447 DS Page 1 of 2 I �r A V L I Member Report a y K y e e`�' Floor Container.FC1 I Label:J16'I Design Tag:i1809 Design Passed 1 piece(s)of 9 1l2"TJI@ 230 Member Type:FloorJoist I Level:1st Floor Product.is Sufficient for Application and Loads Described Weyerhaeuser warrants that the sizing of its products will be in accordance with Weyerhaeuser product design criteria and published design values.Weyerhaeuser expressly disclaims any other warranties related to the software. Refer to current literature for installation details. (woodbywy.00m) Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The designer of record,builder or framer is responsible to assure that this calculation is compatible with the overall project. The product application,input design loads,dimensions and support information have been provided by of Copyright Weyerhaeuser NR Company. All rights reserved. 0i SUSTAINABLE FORESTRY INITIATIVE File Name: b17-0447- Javelin@ Software 6.0.0.296 Design Engine:V6. 1.1 B17-0447 DS Page 2of2 REScheck Software Version 4.6.4 Compliance Certificate Project SMITH ADDITION Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: Addition Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 10 HEZEKIAH'S WAY WILLIAM SMITH BOB YOURELL WEST BARNSTABLE,MA 02668 OWNER BEACHWOOD DESIGN LLC. 10 HEZEKIAHS WAY BARNSTABLE, MA WEST BARNSTABLE,MA 02668 508-662-0641 willyack@yahoo.com Compliance: trade-off Compliance: 7.6%Better Than Code Maximum UA: 145 Your UA: 134 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code tradeoff rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Perimeter Ceiling 1: Cathedral Ceiling 784 49.0 0.0 0.022 17 Wall 1:Wood Frame, 16"D.C. 998 22.0 0.0 0.056 47 Window 1:Vinyl/Fiberglass Frame:Double Pane with Low-E 72 0.290 21 Door 1:Glass 38 0.290 11 Door 2:Solid 40 0.300 12 Floor 1:All-Wood J oist/Truss:Over Unconditioned Space 800 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 th 15 IECC r ements in REScheck Version 4.6.4 and to comply with the mandatory requirements list in the EScheck Ins n Checkl' t Name-T le" j-r Si n ture Date . Project Notes: New 2 car Garage Addition with new Master Bedroom. Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 1 of 9 I REScheck Software Version 4.6.4 Inspection Checklist Energy Code: 2015 IECC Requirements: 100.0% 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 &Re .ID 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 !documentation demonstrate []Does Not [PR111 ;energy code compliance for the :building envelope.Thermal ❑Not Observable ; :envelope represented on ❑Not Applicable :construction documents. 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2, .documentation demonstrate ❑Does Not 403.7 ;energy code compliance for [PR3)1 ;lighting and mechanical systems. ❑Not Observable ; ;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 :Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr ❑Does Not [PR232 on loads calculated per ACCA 8 Manual J or other methods Cooling: Cooling: :❑Not Observable approved by the code official. Btu/hr Btu/hr ❑ pp Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 2 of 9 i Section # Foundation Inspection Complies? Comments/Assumptlons &Req.ID 303.2.1 A protective covering is installed to ;❑Complies ;Requirement will be met. [FO11]2 protect exposed exterior insulation UDoes Not and extends a minimum of 6 in. below grade. tNot Observable I ;❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [F012]2 installed. ;❑Does Not v ;❑Not Observable: ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/11/19 Data filename: Untitled.rck Page 3 of 9 Section Plans Verified Field Verified # Framing/Rough-In Inspection Value Value Complies? Comments/Assumptions &Re .ID 402.1.1, ;Door U-factor. ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.4 UDoes Not ;table for values. [FR111 ; ,❑Not Observable , ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted ; U ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, :average). PDoes Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ; ;❑Not Applicable [FR2]1 303.1.3 IU-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance ❑Does Not iwith the NFRC test procedure or 'taken from the default table. ❑Not Observable ❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ;Requirement will be met. [FR23]1 ;installed per manufacturer's ❑Does Not ® instructions. ❑Not Observable IONot Applicable 402.4.3 ;,Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 :is listed and labeled as meeting ❑Does Not ® ;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 ;Requirement will be met. [FR16]2 sealed at housing/interior finish []Does Not and labeled to indicate s2.0 cfm leakage at 75 Pa. ❑Not Observable ; ❑Not Applicable 403.2.1 ;Supply and return ducts in attics ❑Complies ;Exception: Ducts located [FR12]1 insulated >=R-8 where duct is ❑Does Not :completely inside the >=3 inches in diameter and>_ ❑Not Observable building envelope. ;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 ;Requirement will be met. [FR15]3 ducts or plenums. []Does Not .BJ []Not Observable ❑Not Applicable 403.4 HVAC piping conveying fluids ; R- R- ;❑Complies ;Exception: Requirement is [FR17]2 above 105 QF or chilled fluids UDoes Not :not applicable. below 55 QF are insulated to aR- 1 ❑Not Observable3. ; ❑Not Applicable 403.4.1 !Protection of insulation on HVAC ❑Complies ;,Exception: Requirement is [FR24]1 :piping. ❑Does Not :not applicable. c []Not Observable ❑Not Applicable 403.5.3 Hot water pipes are insulated to R- R- ;❑Complies ;,Requirement will be met. [FR18]2 aR-3. :❑Does Not ❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are JOComplies ;Requirement will be met. [FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ❑Not Applicable 11 High Impact(Tier i) 2 Medium Impact(Tier 2) 13 1 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 4 of 9 f Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 5 of 9 Section Plans Verifled Field Verifled # Insulation Inspection Value Value Complies? Comments/Assumptions &Req.ID 303.1 All installed insulation is labeled ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values ❑Does Not provided. ❑Not Observable []Not Applicable 402.1.1, Floor insulation R-value. R- ; R- ;❑Complies ;See the Envelope Assemblies 402.2.6 ;❑ Wood ;❑ Wood ;❑Does Not table for values. [IN1]1 ` ❑ Steel ❑ Steel ;❑Not Observable ❑Not Applicable 303.2, :,Floor insulation installed per [ Complies :Requirement will be met. 402.2.7 manufacturer's instructions and ❑Does Not [IN2]1 !in substantial contact with the (� 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 underside of floor framing and extends from the bottom to the :top of all perimeter floor framing members. 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%of the 11 Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.6 ;wall insulation on the wall ; Mass ❑ Mass [IN3]1 ;exterior,the exterior insulation ; ;❑Not Observable I requirement applies(FR10). ;❑ Steel ❑ Steel ;❑Not Applicable 303.2 Wall insulation is installed per ❑Complies ;Requirement will be met. [IN4]1 :manufacturer's instructions. ❑Does Not ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 6 of 9 i Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Req.ID 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, 402.2.E ❑ Steel ❑ Steel :[:]Not Observable ; [FI1]1 ; ;❑Not Applicable 303.1.1.1,;Ceiling insulation installed per ❑Complies ;Requirement will be met. 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 ;Exception: Requirement is [F122]2 insulation include baffle adjacent ❑Does Not :not applicable. to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable ; 402.2.4 ;Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. (FI3]1 !insulation zR-value of the ;❑Does Not adjacent assembly. ,❑Not Observable ❑Not Applicable ; 402.4.1.2 ;,Blower door test @ 50 Pa. <=5 ACH 50= ACH 50= ;❑Complies :Requirement will be met. (FI17]1 ach in Climate Zones 1-2,and UDoes Not <=3 ach in Climate Zones 3-8. ;❑Not Observable 1 :.[]Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Exception:All ducts and air [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not :handlers are located within <=3 cfm/100 ft2 without air conditioned space. 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 ;Exception:Requirement is [FI27]1 :determine air leakage with ft2 ft2 ;❑Does Not not applicable. {either: Rough-in test:Total ;❑Not Observable ' leakage measured with a ; ; pressure differential of 0.1 inch ; ;❑Not Applicable ; �w.g.across the system including ;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 :handier enclosure. 403.3.2.1 ;Air handler leakage designated ❑Complies ;Exception: Requirement is [FI24]1 :by manufacturer at<=2%of ❑Does Not not applicable. design air flow. i ❑Not Observable ; ❑Not Applicable 403.1.1 Programmable thermostats ❑Complies ;,Requirement will be met. [FI9]2 installed for control of primary []Does Not heating and cooling systems and initially set by manufacturer to ❑Not Observable code specifications. ❑Not Applicable ; 403.1.2 Heat pump thermostat installed [ Complies :Exception: Requirement is [FI10]2 on heat pumps. ❑Does Not not applicable. ❑Not Observable ❑Not Applicable 403.5.1 Circulating service hot water ❑Complies ;Requirement will be met. [Flll]2 systems have automatic or []Does Not accessible manual controls. ❑Not Observable ; ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.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 ;Exception: Requirement is [FI25]2 fans not part of tested and listed ❑Does Not :not applicable. HVAC equipment meet efficacy and air flow limits. ❑Not Observable 1 ❑Not Applicable ; 403.2 Hot water boilers supplying heat ❑Complies :Exception: Requirement is [FI26]2 through one-or two-pipe heating ❑Does Not not applicable. systems have outdoor setback control to lower boiler water ❑Not Observable ; temperature based on outdoor ❑Not Applicable temperature. 403.5.1.1 Heated water circulation systems ❑Complies !,Exception: Requirement is [FI28]2 have a circulation pump.The ❑Does Not :not applicable. system return pipe is a dedicated return pipe or a cold water supply ❑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 when water is in circulation loop ; is at set-point temperature and 1 no demand for hot water exists. 403.5.1.2 Electric heat trace systems ❑Complies ;,Exception: Requirement is [FI29]2 comply with IEEE 515.1 or UL ❑Does Not not applicable. 515.Controls automatically adjust the energy input to the []Not Observable ; heat tracing to maintain the ❑Not Applicable desired water temperature in the PIPin9• ' 403.5.2 Water distribution systems that [ Complies ;Exception:Requirement is [F[30]2 have recirculation pumps that ❑Does Not ;not applicable. 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 ; water piping to 104QF. ; 403.5.4 Drain water heat recovery units ❑Complies ;Exception: Requirement is [FI31]2 tested in accordance with CSA ❑Does Not :not applicable. 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 heat recovery units< 2 psi for individual units connected to three or more showers. 404.1 ;75%of lamps in permanent ❑Complies :Requirement will be met. [FI6]l :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 ;Exception:Requirement is [F123]3 no continuous pilot light. ❑Does Not :not applicable. J ❑Not Observable ❑Not Applicable 11 High Impact(Tier i) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 8 of 9 I I Section Plans Verified Field Verified # FinaWnspection Provisions Value Value . Compiles? Comments/Assumptions &Req.ID 401.3 Compliance certificate posted. ❑Complies :Requirement will be meta IF1712 ❑Does Not f ❑Not Observable ; ❑Not Applicable 303.3 Manufacturer manuals for ❑Complies ;,Requirement will be met. (FI18]3 mechanical and water heating ❑Does Not systems have been provided. ❑Not Observable ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: SMITH ADDITION Report date: 09/17/19 Data filename: Untitled.rck Page 9 of 9 2015 IECC Energy Efficiency Certificate Insulation Rating R-Value Above-Grade Wall 22.00 Below-Grade Wall 0.00 Floor 30.00 Ceiling / Roof 49.00 . Ductwork(unconditioned spaces): Glass& Door Rating U-Factor SHGC Window 0.29 Door 0.30 Cooling Heating System: Cooling System: Water Heater: Name: Date: Comments -- 1 AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 0 Check Compliance 1.1 SCOPE Wind Speed(3-sec.gust)................................................................. .................................................110 mph ✓ WindExposure Category.................................................................. .............................................................B 1.2 APPLICABILITY f Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) stories 5 2 stories RoofPitch ..........................................................................(Fig 2)......................................1...41111Z 5 12:12 ✓ Mean Roof Height ..............................................................(Fig 2)......................................VVIAa ft 5 33' �✓,_ BuildingWidth,W...............................................................(Fig 3)........................................... ....Zf ft s 80' V BuildingLength, L ..............................................................(Fig 3)................................................11gi ft 5 80' Building Aspect Ratio(L/111/) ................................................(Fig 4)................................................:Jq—5 3:1 Nominal Height of Tallest Opening2 ...................................(Fig 4)..............................................'�o_5 6'8" / 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. ConcreteMasonry................................................................... ................................................................ 2.2 ANCHORAGE TO FOUNDATION'3 5/8°Anchor Bolts imbedded or 5/8°Proprietary Mechanical Anchors as an alternative in concrete only Bolt9-general ................................. ........(Table 4)...................................�.....i Spacing 24" P r... — mA Bolt Spacing from endloint of plate ............................(Fig 5)...................................6-IL m.5 61_-12 Bolt Embedment-concrete........................................(Fig 5).................................................-L in.z 7° Bolt Embedment-masonry (Fig 5)............................................ -- in.? 15° PlateWasher...............................................................(Fig 5).............................. ......Z 3°x 3°x% 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55)........................�.........; ✓ Maximum Floor Opening Dimension...................................(Fig 6)...............................................4.�ft 5 12 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 5 d --•. Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall................(Fig 8)....................................................—ft 5 d FloorBracing at Endwalls...................................................(Fig 9).................................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).... !VVPA .11M........ ✓ Floor Sheathing Thickness ................................................(per 780 CMR Chapter 55).....................3./k�" in.Tto- Floor Sheathing Fastening..................................................(Table 2)..._f1d nails at min edge/_tL m field 4.1 WALLS Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... ft 510' t/ Non-Loadbearing walls................................................(Fig 10 and Table 5).......................Q,� ft 5 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5).................. in.5 24°O.C. WallStory Offsets ........................................................(Figs 7&8)........................................... ft 5 d 4.2 EXTERIOR WALLS, Wood Studs Loadbearing walls........................................................(Table 5)..............................2x ,e-`t ft in. Non-Loadbearing walls................................................ able 5 A Gable End Wall Bracing' Full Height Endwall Studs............................................(Fig 10)......................................................y�'.... WSP Attic Floor Length...............................................(Fig 11)..............................................— ft ZW/3 Gypsum Ceiling Length(if WSP not used)..................(Fig 11)..........................................Zs�(,ft a 0.9W and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. .. (Fig 11).............................. ............................... or 1 x 3 ceiling furring strips @ 16°spacing min.with 2 x 4 blocking @ 4 ft. spacing in end joist or truss bays DoubleSp Top Plate ........................................................(Fig 13 and Table 6.............��.�. ...�/ft Splice Length ( g ) _ ✓ II Splice Connection(no.of 16d common nails) (fable 6).. . ti AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMx 5301.2.1.1)1 Loadbearing Wall Connections ' Lateral(no.of 16d common nails)...............................(Tables 7)........................................................ Non-Loadbearing Wall Connections Lateral(no.of 16d common nails)...............................(fable 8)........................................................ 172 Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (fable 9)..................................?, ft - in.5 11' ........................................................ Sill Plate Spans .............. . .. . .................................. ) ft in.5 11' sL p . . . . (Table 9 .................................. Full Height Studs (no.of studs)...................................(fable 9)...........................................,....... ..... ✓ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliancee to Table 9) HeaderSpans.............................................................(Table 9).................................. ft*in.512' ✓ Sill Plate Spans...........................................................(fable 9)..................................Xft_in.5 12" Full Height Studs(no.of studs)....................................(fable 9)........................................................ 2-_ ✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously, Minimum Building Dimension,W 0- Z3.9 to Nominal Height of Tallest Opening2 .......... ................................................................WIL5 6'8' Sheathing Type........................... .................(note 4).................. .. .. Edge Nail Spacing.........................................(Table 10 or note 4 if less)...................... in. ✓ Field Nail Spacing ... ... .... P 9........................... ... .(fable 10)................................................. I'l in. ✓ Shear Connection (no.of 16d common nails)(Table 10)........................................................ i v Percent Full-Height Sheathing.......................(Table 10)......................................................�A% 5%Additional Sheathing for Wall with Opening>6'8"(Design Concepts)..................... Maximum Building Dimension, L Nominal Height of Tallest OpeningZ....................................................... V-6 5 6'8- ✓ SheathingType........................................:.....�(pote 4).................................................YZame v Edge Nail Spacing..................................::......(Table 11 or note 4 if less).......................__in. ✓ FieldNail Spacing .........................................(Table 11).................................................Jf—in. Shear Connection(no.of 16d common nails)(Table 11)........................................................A! Percent Full-Height ✓ Sheathing o 9.......................(fable 11)................................................... D /o 5%Additional Sheathing for Wall with Opening>6'8°(Design Concepts)..................... Wall Cladding Rated for Wind Speed?..............VyQ9.(1.. M�!�I,f. '.. C................ .................................... tlttp 5.1 ROOFS _. CAV'.e . " a Roof framing member spans checked?....`f�.........(For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang ..........................:........................(Figure 19)...........Ld�-s smaller of 2'or U3 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors ,Q Uplift................................................(Table 12).............................................U=21�gp1 Lateral.............................................(Table 12).............................................L=:j�plf 14- • Shear..............................................(Table 12).............................................S= 2 plf Ridge Strap Connections, if collar ties not used per page 21... (Table 13)...... ........................T= plf Gable Rake Outlooker.........................................(Figure 20)..........." >—ft s smaller of 2'or L/2 --- Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Simrs w ✓- �aV Z.• "�GSp �/0 x Z�y� /510 Uplift................................................(Table 14)............................................ U= lb. Lateral(no.of 16d common nails)...(fable 14).......................................L= fb. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59) ............ Roof Sheathing Thickness........................................... ......................................6/.6 rr in.z 7/16°WSP Roof Sheathing Fastening...........................................(fable 2)............................. Aa Notes: 4a . 0 dla-AW9,4 �/GW 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guidp a. Steel Straps per Figure 5 ✓ b. 20-Mge Straps per Figure 1a'� c. Uplift Straps per Figure 14 rn���• d. All Straps per Figure 17 V ` / �e e. Comer Stud Hold Downs per Figure 18a and Figure 18bV/ 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing V requirements-shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. i AWC Guide to Wood Construction in High Wind Areas: 110 mph Find Zone Massachusetts Checklist for Compliance (780 C' MR 5301.2.1.1)1 4. a. From Tables 10 and 11 and location of wall sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements b. Wood Structural Panels shall be minimum thickness of 7/16"and be installed as follows: i. Panels shall be installed with strength axis parallel to studs. ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction, panels shall be attached to bottom plates and top member of the double top plate. iv. On two story construction, upper panels shall be attached to the top member of the upper double top plate and to band joist at bottom 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 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment •-w*t+rr EDMFE soN FMAIMUsead MUS ATG*ba tl 11 • It 11 11 11 Y H 11 11 1 11 11 11 If 11 11 11 11 N H 11 11 11 Il It 11 P 11 tl, g n n m m U It ® / g Goo it 1r a I1 t1 tl 11 4.1 W W ii ii � 1 1 q 11 1 r 11 1 V II 11 I1 11 J • � u It i '_K...__ y . u 11 I{1 NAR.sPACWG See Detail on Next Page Vertical and Horizontal Nailing for Panel Attachment ICC EVALUATION • • - Accepted and Trusted c c SERVICE reportICC-ES Report ESR-3244 This • to renewal 08/2016. r� DIVISION: 07 00 00—THERMAL AND MOISTURE PROTECTION SECTION: 07 2100—THERMAL INSULATION REPORT HOLDER: URETHANE TECHNOLOGY COMPANY, INC. 59-77 TEMPLE AVENUE NEWBURGH, NEW YORK 12550 EVALUATION SUBJECT: UTC 7040-0.5 AND 7041-0.5 ICC SPRAY-APPLIED FOAM PLASTIC INSULATION c ICC ICC . ICC - Ci PMG LISTED Look for the trusted marks of Conformity! "2014 Recipient of Prestigious Western States Seismic Policy Council �'3C (WSSPC)Award in Excellence" A Subsidiary ICC-F. E S valuation Reports are not to be construed as representing aesthetics or any other attributes not S=caPA"",a°"i° specifically addressed, nor are they to be construed as an endorsement of the subject of the report or a t recommendation for its*use. There is no warranty by ICC Evaluation Service, LLC, express or implied, as umAeoarenW Deus to any finding or other matter in this report, or as to any product covered by the report. MOMMMAM mow, Copyright 0 2016 ICC Evaluation Service, LLC. All rights reserved. ICC EVALUATION c SERVICE IMES Evaluation Report ESR-3244 Reissued August 2014 Revised February 2016 This report is subject to renewal August 2016. wwwJec-es.org 1 (800) 423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION: 07 00 00-THERMAL AND MOISTURE plastics with a nominal density of 0.50 pcf (8 kg/m3). The PROTECTION polyurethane foam is produced by combining a polymeric Section: 07 21 00-Thermal Insulation isocyanate (the A component) and a proprietary resin (the B component) in a 1 A volumetric ratio. The polymeric REPORT HOLDER: isocyanate (the A component) has a shelf life of one year when stored in factory-sealed containers at temperatures URETHANE TECHNOLOGY COMPANY, INC. between 60°F and 100°F (15.6°C and 37.7°C). The 59-77 TEMPLE AVENUE proprietary resin (the B component) has a shelf life of six NEWBURGH, NEW YORK 12550 months when stored in factory-sealed containers at (845)561-5500 temperatures between 60°F and 80°F (15.6°C and www.urethanetechnology.com 26.7°C). EVALUATION SUBJECT: 3.2 Surface Burning Characteristics: The UTC 7040-0.5 and 7041-0.5 ICC insulation, at a UTC 7040-0.5 AND 7041-0.6 ICC SPRAY-APPLIED FOAM maximum thickness of 5.8 inches (147 mm) and a nominal PLASTIC INSULATION density of 0.5 pound per cubic foot (8 kg/m3), has a flame- spread index of 25 or less and a smoke-developed index of 1.0 EVALUATION SCOPE 450 or less when tested in accordance with ASTM E84 Compliance with the following codes: (UL 723). There is no thickness limit when installation is ' separated from the interior of the building by a code- ■ 2015,2012 and 2009 International Building Code®(IBC) prescribed 15-minute thermal barrier. ■ 2015, 2012 and 2009 International Residential Code® 3.3 Thermal Resistance: (IRC) ■ 2015, 2012 and 2009 International Energy Conservation UTC 7040-0.5 and 7041-0.5 ICC insulation has a thermal Code®(IECC) resistance, R-value, at a mean temperature of 75 F (24 C) as shown in Table 1. ■ Other Codes(see Section 8.0) 3.4 Air Permeability: Properties evaluated: UTC 7040-0.5 and 7041-0.5 ICC insulation, at a minimum ■ Surface-burning characteristics 3.5-inch (89 mm)thickness, is considered air-impermeable ■ Physical properties insulation in accordance with 2015 and 2012 IRC Section ■ Thermal resistance(R-values) R806.5 (2009 IRC Section R806.4) and 2015 IBC Section 1203.3, based on testing in accordance with ASTM E283. ■ Attic and crawl space installation 3.6 UTC 7030-FS1 Intumescent Coating: ■ Air permeability 2.0 USES UTC 7030-FS1 intumescent coating, manufactured by Urethane Technology Company, Inc., is a water-based, UTC 7040-0.5 and 7041-0.5 ICC spray foams are used as single-component coating supplied in 5-gallon (19L) pails nonstructural thermal insulating materials in buildings of and 55-gallon (208L) drums. The coating material has a Type V-B construction under the IBC and dwellings under shelf life of 12 months when stored in factory-sealed the IRC. The insulation is for use in wall cavities, floor containers at temperatures between 60°F (15.6°C) and assemblies, ceiling assemblies, or attics and crawl spaces 80°F (26.7°C). when.installed in accordance with'Section 4.4. Under the 3.6 DC315 Intumescent Coating: IRC and 2015 IBC, the insulation may be used as air- impermeable insulation when installed in accordance with DC315 Intumescent Coating, manufactured by Section 3.4. International Fireproof Technology Inc., is a single- 3.0 DESCRIPTION component, water-based, liquid-applied intumescent 3.1 UTC 7040-0.5 and 7041-0.6 ICC Insulation: coating.The coating is supplied in 5-gallon (19 L) pails and 55-gallon (208 L) drums and has a shelf life of 24 months UTC 7040-0.5 and 7041-0.5 ICC foam plastic insulations when stored in factory-sealed containers at temperatures are a two-component, open-cell, spray-applied foam between 41°F (5°C)and 95°F(35°C). ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specifically addressed,nor are they to be construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,UC,express or implied,as to any finding or other matter in this report,or as to any product covered by the report. iam Copyright 0 2016 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 4 ESR-3244 I Most Widely Accepted and Trusted Page 2 of 4 4.0 INSTALLATION 0.5 ICC insulation may be installed in unvented attics in accordance with 2015 and 2012 IRC Section R806.5(2009 4.1 General: IRC Section R806.4)or 2105 IBC Section 1203.3. The manufacturer's published installation instructions and 4.4.2 Application without a Prescriptive Ignition this report must be strictly adhered to, and a copy of the Barrier: Where UTC 7040-0.5 and 7041-0.5 ICC spray instructions and this evaluation report must be available on foam is installed in an attic or crawl space without a the jobsite at all times during installation. prescriptive ignition barrier, in accordance with this section, 4.2 Application: the following conditions apply: UTC 7040-0.5 and 7041-0.5 ICC insulation must be 1. Entry to the attic or crawl space is only for the service applied using spray equipment specified by Urethane of utilities and no storage is permitted. Technology Company, Inc. The insulations must not be 2. There are no interconnected attic or crawl space used in areas having a maximum service temperature areas. greater than 180°F (82°C), must not be used in electrical outlet or junction boxes or in contact with rain or water, and 3. Air in the attic or crawl space is not circulated to other must be protected from the weather during and after parts of the building. application. Where the UTC 7040-0.5 or 7041-0.5 ICC 4. Combustion air is provided in accordance with IMC insulation is used as an air-impermeable barrier, such as in (International Mechanical Code®)Section 701. unventilated attic spaces regulated by 2015 and 2012 IRC " S 5. Attic ventilation is provided when required by IBC Section R806.5 (2009 IRC Section R806.4) or 2015 IBC Section 1203.3, the insulation must be installed at a Section 1203.2 or IRC Section R806, except when minimum thickness of 3.5 inches (89 mm). The insulation air-impermeable insulation is permitted in unvented can be installed at a maximum per pass thickness equal to attics in accordance with 2015 IBC Section 1203.3 or the installed thickness. The insulation must be installed 2015 and 2012 IRC Section R806.5 (2009 IRC only by factory-certified applicators. Section R806.4). 4.3 Thermal Barrier: 6. Under-floor(crawl space)ventilation is provided when required by 2015 IBC Section 1203.4 (2012 and 2009 4.3.1 Application with a Prescriptive Thermal Barrier: IBC Section 1203.3) or IRC Section R408.1, as UTC 7040-0.5 and 7041-0.5 ICC spray foam insulations applicable. must be separated from the interior of the building by an In attics and crawl spaces, UTC 7040-0.5 and 7041-0.5 approved thermal barrier of 1/2-inch-thick (12.7 mm) ICC insulation may be spray-applied to the underside of gypsum board or an equivalent 15-minute thermal barrier the roof sheathing and/or rafters, and to the vertical walls complying with, and installed in accordance with, IBC and the underside of floors as described in this section, Section 2603.4 or IRC Section R316.4, as applicable, when the installation is in accordance with the following except when the installation complies with the requirements: requirements of Section 4.3.2.. When installation is within an attic or crawl space as described in Section 4.4, a 4.4.2.1 All surfaces of the foam plastic insulation must be thermal barrier is not required between the foam plastic covered by an intumescent coating as set forth in Table 3. and the attic or crawl space, but is required between the 4.4.2.2 The foam plastic insulation thickness must not insulation and the interior of the building. There is no exceed thicknesses set forth in Table 3. thickness limit when installation is separated from the interior of the building by a code-prescribed 15-minute 4.4.2.3 The intumescent coating must be applied over the thermal barrier. insulation in accordance with the coating manufacturer's 4.3.2 Application without a Prescriptive Thermal instructions and this report. Barrier: UTC 7040-0.5 and 7041-0.5 ICC spray foam UTC 7040-0.5 and 7041-0.5 ICC insulation may be insulation may be installed without the prescriptive installed in unvented attics as described in this section in 15-minute thermal barrier described in Section 4.3.1,when accordance with 2015 and 2012 IRC Section R806.5 the installation is in accordance with the following (2009 IRC Section R806.4) and 2015 IBC Section 1203.3. requirements: 4.4.3 Use on Attic Floors: UTC 7040-0.5 and 7041-0.5 4.3.2.1 All surfaces of the foam plastic insulation must be ICC insulation may be installed between and over the joists covered by an intumescent coating as set forth in Table 2. in attic floors without an ignition barrier as prescribed in IBC Section 2603.4 and IRC Section R316.5.3, when 4.3.2.2 The foam plastic insulation thickness must not the installation is in accordance with the following exceed.thicknesses set forth in Table 2. requirements: 4.3.2.3 The intumescent coating must be applied over the 4.4.3.1 All surfaces of the foam plastic insulation must be insulation in accordance with the coating manufacturer's covered by an intumescent coating as set forth in Table 3. instructions and this report. 4.4.3.2 The foam plastic insulation thickness must not 4.4 Ignition Barrier-Attics and Crawl Spaces: exceed thicknesses set forth in Table 3. 4.4A Application with a Prescriptive Ignition Barrier: 4.4.3.3 The intumescent coating must be applied over the When UTC 7040-0.5 and 7041-0.5 ICC insulation is insulation in accordance with the coating manufacturer's installed within attics or crawl spaces where entry is made instructions and this report. only for service of utilities, an ignition barrier must be 6.0 CONDITIONS OF USE installed in accordance with IBC Section 2603.4.1.6 or IRC Sections R316.5.3 and R316.5.4, as applicable. The The UTC 7040-0.5 and 7041-0.5 ICC spray foam insulation ignition barrier must be consistent with the requirements described in this report complies with, or is a suitable for the type of construction required by the applicable alternative to what is specified in, those codes listed in code, and must be installed in a manner so the foam Section 1.0 of this report, subject to the following plastic insulation is not exposed. UTC 7040-0.5 and 7041- conditions: j ESR-32" j Most Widely Accepted and Trusted Page 3 of 4 5.1 The product must be installed in accordance with the Intumescent coatings are identified with the manufacturer's published installation instructions, this manufacturer's name and address,the product trade name evaluation report and the applicable code. The and use instructions. instructions within this report govern if there are any 8.0 OTHER CODES conflicts between the manufacturer's published installation instructions and this report. In addition to the codes referenced in Section 1.0, the 6.2 The insulation must be separated from the interior of products described in this report have also been evaluated the building by an approved 15-minute thermal barrier for compliance with the following codes: in accordance with IBC Section 2603.4, except when ■ 2006 International Building Code(2006 IBC) installation is as described in Section 4.3.2 or in attics ■ 2006 International Residential Code®(2006 IRC) and crawl spaces as described in Section 4.4.2 or Section 4.4.3. ■ 2006 International Energy Conservation Code 5.3 The insulation must not exceed the thickness noted in (2006 IECC) Sections 3.2, 3.4, 4.3, 4.4 and Table 2 or 3 of this The products comply with the above-mentioned codes as report. described in Sections 2.0 through 7.0 of this report, with 5.4 The insulation must be protected from the weather the revisions noted below: during and after application. ■ Application with a Prescriptive Thermal Barrier: See 6.6 The insulation must be applied by installers certified Section 4.3, except the approved thermal barrier must by Urethane Technology Company, Inc. be installed in accordance with 2006 IRC Section R314.4. 5.6 Use of the insulation in areas where the probability of N Application without a Prescriptive Thermal Barrier: termite infestation is "very heavy" must be in See Section 4.3.2. accordance with IRC Section R318.4 or 2015 and 2009 IBC Section 2603.8 (2012 IBC Section 2603.9), ■ Application with a Prescriptive Ignition Barrier: See as applicable. Section 4.4.1, except attics must be vented in 5.7 Jobsite certification and labeling of the insulation must accordance with 2006 IBC Section 1203.2; and crawl comply with 2015 IRC Section N1101.10, 2012 IRC space ventilation must be in accordance with 2006 IBC Section N1101.14, 2015 or 2012 IECC Sections Section 1203.3 or 2006 IRC Section R408, as C303.1, R303.1 and R401.3 [2009 IECC Section applicable. Additionally, an ignition barrier must be installed in accordance with 2006 IRC Section R314.5.3 303.1 and 401.3], as applicable. or R314.5.4. 5.8 The A and B components of the insulation are 0 Application without a Prescriptive Ignition Barrier: produced under a quality-control program with See Section 4.4:2, except attics must be vented in inspections by ICC-ES. accordance with 2006 IBC Section 1203.2; and 6.0 EVIDENCE SUBMITTED crawl space ventilation must be in accordance with 2006 6.1 Data in accordance with the ICC-ES Acceptance IBC Section 1203.3 or 2006 IRC Section R408, Criteria for Spray-applied Foam Plastic Insulation, as applicable. Combustion air must be provided in (AC377), dated May 2015, including reports of tests in accordance with Sections 701 and 703 of the 2006International Mechanical Code®. accordance with Appendix X of AC377. 6 • Protection against Termites: Replace the wording in .2 Report of room corner testing in accordance with NFPA 286. Section 5.6 with the following: Use of the insulation in areas where the probability of termite infestation is"very 6.3 Report of air permeance tests in accordance with heavy" must be in accordance with 2006 IRC Section ASTM E283. R320.5 or 2006 IBC Section 2603.8. 7.0 IDENTIFICATION ■ Jobsite Certification and Labeling: See Section 5.7, Containers of UTC 7040-0.5 and 7041-0.5 ICC except jobsite certification and labeling must comply components are identified with a label bearing the with 2006 IECC Sections 102.1.1 and 102.11, as Urethane Technology Inc., name and address; the product applicable. trade name (UTC 7040-0.5 ICC or 7041-0.5); the lot number; the shelf life and the expiration date; the evaluation report number(ESR-3244). ESR-3244 Most Widely Accepted and Trusted Page 4 of 4 TABLE 1—THERMAL RESISTANCE(R-VALUES)'•2 THICKNESS(inches) R-VALUE(°F.ft'.h/Btu) 1.0 4.2 3.5 14 4.0 16 5.8 24 6.0 24 7.0 29 8.0 33 9.0 37 10.0 41 11.25 46 For SI: 1 inch=25.4 mm; 1°F.ftz.h/Btu=0.176110°K.m2.h/W. 'R-values are calculated based on tested K-values at 1-and 4-inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. TABLE 2—USE OF INSULATION WITHOUT A PRESCRIPTIVE THERMAL BARRIER INSULATION MAXIMUM THICKNESS(in.) FIRE PROTECTIVE COATING TESTS TYPE (Applied to all Exposed Foam Surfaces) SUBMITTED (Wall Cavities and (Underside of Roof MINIMUM THICKNESS MINIMUM APPLICATION (AC377) Vertical Surfaces) Sheathing/Rafters and AND TYPE RATE floors) UTC 70410-0.5 5% 14'/, DC315 1.3 gal/100 ftz NFPA 286 and 7041-0.5 20 wet mils(14 mils dry) TABLE 3—USE OF INSULATION IN ATTICS AND CRAWL SPACES WITHOUT A PRESCRIPTIVE IGNITION BARRIER INSULATION MAXIMUM THICKNESS(in.) FIRE PROTECTIVE COATING TESTS TYPE (Applied to all Exposed Foam Surfaces) SUBMITTED (Wall Cavities and (Underside of Roof MINIMUM THICKNESS MINIMUM THICKNESS (AC377) Vertical Surfaces) Sheathing/Rafters and AND TYPE AND TYPE floors) UTC 70410-0.5 5'/2 143/4 DC315 0.28 gal/100 ftZ Appendix X and 7041-0.5 4 mils wet(3 mils dry) 11'/4 11'/4 UTC 7030-FS1 0.5 gal/100 ftz Appendix X 8 mils wet(4.75 mils dry) For SI: 1 inch=25.4 mm; 1 mil=0.0254 mm; 1 gallon=3.38 L; 1 ft2=0.93 mZ. M Code Compliance Research Report IntertekCCRR-1043 Issue Date: 06-19-2015 Valued Quality. Delivered. Renewal Date: 01-01-2016 DIVISION: 07 00 00—THERMAL AND MOISTURE buildings constructed under the IBC, its use is limited PROTECTION to Type V-B construction. Section: 07 21 00—Thermal Insulation Under the IRC, .the insulation may be used as air- GACO WESTERN, LLC impermeable insulation when installed in accordance 1245 CHAPMAN DRIVE with Section 3.2.3. The insulation may also be used WAUKESHA,WISCONSIN 53186 as an air barrier in accordance with IECC Section (262)542-8072 C402.4.1.2.1,when installed as described in Section 3.2.4. www.aacowalifoam.com The insulation may be used as vapor retarder as REPORT SUBJECT: described in Section 3.2.5. Gaco F1850 Spray-applied Polyurethane Insulation The insulation may be used as duct insulation material 1.0 SCOPE OF EVALUATION when installed as described in Section 4.5. This Research Report addresses compliance with the 3.0 DESCRIPTION following Codes: • 2012[2009]lnternational Building Code®(IBC) 3.1 Materials: • 2012[2009]International Residential Code®(IRC) • 2012[2009]lnternational Energy Conservation 3.1.1 Gaco F1850: Gaco F1850 insulation is a Code® (IECC) closed cell, medium-density, polyurethane foam plastic. The insulation is a two-component, spray- Gaco F1850 has been evaluated for the following applied foam plastic with a nominal in-place density properties: of 2.1 pcf. The insulation is produced in the field by • Surface-burning characteristics combining a polymeric isocyanate (A component) • Physical properties with a resin (B component). The insulation liquid • Thermal resistance components are supplied in 55-gallon drums and • Air permeability 250-gallon totes, and must be stored at • Air Barrier temperatures between 50°F and 1001F. The resin B com • Vapor permeance ( component)) must be protected from freezing temperatures. Gaco F1850 insulation has a shelf • Alternative to thermal barriers life of 1 year on the polymeric isocyanate (A • Alternative to ignition barriers component) and 6 months on the resin (B • Duct insulation component) when stored in factory-sealed containers at these temperatures. See Table 1 for applicable Code sections related to these properties. 3.1.2 DC 315 Intumescent Coating: DC 315 intumescent coating, manufactured by IFTI, Paint to NOTE: This report references 2012 Code sections Protect, is a water-based coating supplied in with [2009] Code sections shown in brackets where 5-gallon pails and 55-gallon drums. The coating they differ. material has a shelf life of 24 months when stored in factory-sealed containers at a temperature between 2.0 USES 41°F to 95°F. Gaco F1850 spray-applied polyurethane foam 3.2 Performance Characteristics: insulation is used as a nonstructural thermal insulating material on or in interior and exterior walls, floors, ceilings, and roofs. When used in exterior walls of I i •/� 130 Derry Court•York, PA 17406 www.intertek.comlbuildin4l •rcn,lec,,,r,i 7eaunQ ACCREDITED PCA-101 r Interte Code Compliance Research Report-1043 Page 2 of 5 3.2.1 Surface Burning Characteristics: The instructions. The insulation must be applied when insulation, at a maximum thickness of 4 in. and a the ambient temperature is greater than 32°F. The nominal density of 2.1 pcf, has a flame-spread index insulation must not be used in areas that have a of 25 or less and a smoke-developed index of 450 or maximum in-service temperature greater than less when tested in accordance with ASTM E84. 200°F. The foam plastic must not be used in Thicknesses of up to 9-1/2 in. in ceilings and floors electrical outlet or junction boxes or in contact with and 7-1/2 in. in vertical surfaces are recognized water, rain or soil. The foam plastic must not be based on full scale fire performance testing in sprayed onto a substrate that is wet, or covered with accordance with NFPA 286. When the insulation is frost or ice, loose scales, rust, oil, or grease. The separated from the interior living space of the insulation must be protected from the weather during building with minimum 1/2 in. thick gypsum board, and after application. The insulation may be the maximum thickness is not limited. applied to the maximum thickness in a single pass. 3.2.2 Thermal Resistance: The insulation has 4.3 Thermal Barrier: thermal resistance (R-value) at a mean temperature of 750F as shown in Table 2. 4.3.1 Application with a Prescriptive Thermal Barrier: Gaco F1850 insulation must be separated 3.2.3 Air Permeability: Gaco F1850 insulation, at a from the interior living space of the building by an minimum thickness of 1 in., is considered air- approved thermal barrier of 1/2 in. thick gypsum impermeable insulation in accordance with Section board or an equivalent 15-minute thermal barrier complying with, and installed in accordance with, R202 and R806.5 [R806.4) of the IRC, based on IBC Section 2603.4 or IRC Section R316.4. testing in accordance with ASTM E2178. Exceptions are provided in Sections 4.3.2 and 4.4. 3.2.4 Air Barrier Material: Gaco F1850 insulation, When the insulation is separated from the interior at a minimum thickness of 1 in., is considered air- living space of the building with minimum 1/2 in. barrier material in accordance with Section thick gypsum board, the maximum thickness is not C402.4.1.2.1 of the IECC, based on testing in limited. accordance with ASTM E2178. 4.3.2 Application without a Prescriptive Thermal 3.2.5 Vapor Permeance: Gaco F1850 has a vapor Barrier: Gaco F1850 insulation may be installed permeance of less than 1 perm (5.7 x 10-11 kg/Pa-s- without the 15-minute thermal barrier prescribed in mZ) at a minimum thickness of 0.44 in. and may be IBC Section 2603.4 and IRC Section R316.4, when used where a Class II vapor retarder is required by installed as described in this section. The thickness the applicable code. of the foam plastics insulation applied to the underside of the roofs, ceilings, or floors must not 4.0 INSTALLATION exceed 9-1/2 in.and applied to vertical wall surfaces must not exceed 7-1/2 in. The insulation must be 4.1 General: covered on all exposed surfaces with DC 315 intumescent coating at a nominal wet film thickness Gaco F1850 must be installed in accordance with of 18 mils (dry film thickness of 12 mils). The the manufacturer's published installation coating must be applied over the insulation in instructions, the applicable Code, and this Research accordance with the coating manufacturer's Report. The manufacturer's published installation instructions and this report. Surfaces to be coated instructions and this Research Report must be must be dry, clean, and free of dirt, loose debris, and strictly adhered to, and a copy of the instructions other substances that could interfere with the must be available on the jobsite during installation. adhesion of the coating. The coating is applied with low-pressure airless spray equipment. 4.2 Application: 4.4 Attics and Crawl Spaces: Gaco F1850 insulation is spray-applied on the The insulation may be applied in attics and crawl jobsite using a volumetric positive displacement spaces as described in either Section 4.4.1 or 4.4.2. pump as identified in the Gaco Western application When foam insulation is installed in an attic or crawl ® • 130 Derry Court.•York, PA 17406 www.intertek.comlbuildino/ Archlfec[urel Teaalny ACCREDITEE PCA•101 r 1 Code Compliance Research Report-1043 Page 3 of 5 space in accordance with this section, a thermal Gaco F1850 is an air impermeable insulation and barrier, as described in Section 4.3.1, is not required may be installed in unvented attics, as described in between the foam plastic insulation and the attic or this section, in accordance with IRC Section R806.5 crawl space but is required between the insulation [R806.4], when applied at a minimum thickness of 1 and the interior living space. inch(25.4 mm). 4.4.1 Application with a Prescriptive Ignition 4.4.2.2 Application of Insulation: Gaco F1850 Barrier: When Gaco F1850 insulation is installed insulation may be spray-applied to the underside of within attics and crawl spaces where entry is made the roof sheathing and/or rafters in attics; the only for service of utilities, the ignition barrier must underside of wood floors in crawl spaces; and to be installed in accordance with IBC Section vertical surfaces in both attics and crawl spaces, as 2603.4.1.6 or IRC Section R316.5.3 or R316.5.4, as described in this section. The thickness of the foam applicable. The ignition barrier must be consistent plastics applied to the underside of the top of the with the requirements for the type of construction space must not exceed 10 in. and to vertical required by the applicable Code and must be surfaces must not exceed 8 in. The insulation may installed in a manner so the foam plastic insulation is be installed without prescriptive ignition barrier not exposed. Gaco F1850 insulation as described in required by IBC Section 2603.4.1.6 or IRC Section this section may be installed in unvented attics in R316.5.3 and R316.5.4 or a protective coating. accordance with IRC Section R806.5 [R806.4] at a minimum thickness of 1.0 inch. 4.4.2.3 Use on Attic Floors: Gaco F1850 insulation may be installed exposed (no coating)at a 4.4.2 Application without a Prescriptive Ignition maximum thickness of 10 in. between and over the Barrier: joists in attic floors. The insulation must be separated from the interior living space by an 4.4.2.1 General: Gaco F1850 insulation may be approved thermal barrier. The insulation may be installed in attics and crawl spaces, without the installed without the prescriptive ignition barrier ignition barrier prescribed in IBC Section 2603.4.1.6 required by IBC Section 2603.4 and IRC Section and IRC Sections R316.5.3 and R316.5.4, subject to R316.5.3 or protective coating. the following conditions: 4.5 Duct Insulation: a. Entry to the attic or crawl space is only to service utilities, and no storage is permitted. Gaco F1850 may be applied to residential ducts in attics and crawl spaces in compliance with IRC b. There are no interconnected attic or crawl space Section M1601.3. The insulation must be protected areas. in accordance with the ignition barrier requirements of either Section 4.4.1 or 4.4.2. c. Air in the attic or crawl space is not circulated to other parts of the building. 5.0 CONDITIONS OF USE d. Under-floor (crawl space) ventilation is provided The Gaco F1850 described in this Research Report when required by IBC Section 1203.3 or IRC complies with, or is a suitable alternative to, what is Section R408.1,as applicable. specified in those Codes listed in Sections 1.0 and 2.0 of this report, subject to the following conditions: e. Attic ventilation is provided when required by IBC Section 1203.2 or IRC Section R806, except 5.1 Installation must comply with this Research when air-impermeable insulation is permitted in Report, the manufacturer's published installation unvented attics in accordance with IRC Section instructions, and the applicable Code. In the event R806.5[R806.4]of the IRC. of a conflict between the manufacturer's instructions and this report,this report governs. f. Combustion air is provided in accordance with IMC (International Mechanical Code) Section 701 5.2 The insulation must be separated from the [Sections 701 and 703]. interior living space of the building by a thermal barrier as described in Section 4.3, except as described in Sections 4.3.2 and 4.4. ® • -"V 130 Derry Court York, PA 17406 www.intertek.comlbuilding/ Archll accurst T—lnS ACCREDITED PCA-101 Code Compliance Research Report-1043 Page 4 of 5 5.3 The insulation must not exceed the thicknesses 7.0 IDENTIFICATION noted in Sections 3.2,4.3, and 4.4, as applicable. The A and B components of the insulation are 5.4 Use of the insulation in areas where the identified with the manufacturer's name (Gaco probability of termite infestation is "very heavy" must Western, LLC), address and telephone number, the be in accordance with IRC Section R318.4 or IBC product name (Gaco F1850); use instructions; the Section 2603.9[2603.8],as applicable. flame spread and smoke-development indices; the lot number; the Intertek Mark; and the Research Report 5.5 Jobsite certification and labeling of the insulation number(CCRR-1043). must comply with IRC Section N1101.12 [N1101.4 and N1101.4.1] and IECC Sections R303.1 [102.1.1 8.0 OTHER CODES and 102.2.111,as applicable. This section does not apply. 5.6 The insulation is produced at the Gaco Western LLC, manufacturing facility in Waukesha,Wisconsin, 9.0 CODE COMPLIANCE RESEARCH REPORT USE under a quality control program with inspections by Intertek Testing Services NA, Inc. (AA-647). 9.1 Approval of building products and/or materials can only be granted by a building official having 6.0 SUPPORTING EVIDENCE legal authority in the specific jurisdiction where approval is sought. 6.1 Reports of tests in accordance with: ASTM C518, ASTM E84, ASTM E2178, ASTM E96 and 9.2 Code Compliance Research Reports shall not ASTM C411. be used in any manner that implies an endorsement of the product by Intertek. 6.2 Data in accordance with the ICC-ES Acceptance Criteria for Spray-applied Foam Plastic Insulation 9.3 Reference to the Intertek website address at (AC 377), dated November 2012 (editorially hftr)s:Hwhdirectory.intertek.com is recommended to corrected April 2013). ascertain the current version and status of this report. 6.3lntertek Listing Report "Gaco F1850 Spray- Applied Polyurethane Foam Insulation". This Code Compliance Research Report("Report")is for the exclusive use of Intertek's Client and is provided pursuant to the agreement between Intertek and its Client.Intertek's responsibility and liability are limited to the terms and conditions of the agreement.Intertek assumes no liability to any party,other than to the Client in accordance with the agreement,for any loss,expense or damage occasioned by the use of this Report.Only the Client is authorized to permit copying or distribution of this Report and then only in its entirety,and the Client shall not use the Report in a misleading manner. Client further agrees and understands that reliance upon the Report is limited to the representations made therein. The Report is not an endorsement or recommendation for use of the subject and/or product described herein. This Report is not the Intertek Listing Report covering the subject product and utilized for Intertek Certification and this Report does not represent authorization for the use of any Intertek certification marks.Any use of the Intertek name or one of its marks for the sale or advertisement of the tested material,product or service must first be approved in writing by Intertek. • 130 Derry Court•York, PA 17406 www.intertek.com/building/ Architectural Teftlny ACCREDITED PCA•101 Interstek Code Compliance Research Report-1043 Page 5 of 5 I TABLE 1 —PROPERTIES EVALUATED PROPERTY IBC IRC IECC SECTION SECTION SECTION Physical Not Not Not required properties required required Surface- Not burning 2603.3 R316.3 applicable characteristics Thermal barrier/ignition 2603.4 R316.4 Not barrier applicable Air 1301 R806.5 C402.4 permeability R806.4 R402.4 Air Barrier Not Not C402.4.1.2.1 applicable applicable Vapor 1405.3.1 R702.7.1 Not retarder R601.3 applicable C303.1.1 N1101.12 C303.1.4 Thermal 1301 N 1102 R303.1.1 resistance [N1101.1] R30301.4 [102.1.1 102.2.11 [Duct Not N1103.2.1 R403.2.1 Insulation applicable M1601.3 Section numbers in parentheses refer to the 2009 codes. TABLE 2—THERMAL RESISTANCE(R Values)'2,3 I THICKNESSES(inches) R-VALUE °F. h/Btu 1 6.5 2 14 3 21 3.5 25 4 29 5.5 40 6 43 7.25 52 8 58 9.25 67 10 72 11.25 81 For SI: 1 inch=25.4 mm; 1 F.W.h/Btu =0.176 110°K.m NV 'R-values are calculated based on tested K-values at 1 inch and 3.5 inch thicknesses. 2R-values greater than 10 are rounded to the nearest whole number. 3To determine R values for thickness not listed: a. between 1 inch and 3.5 inch can be determined through linear interpolation;or, b. greater than 3.5 inches can be calculated based on R 7.2/inch /•� 130 Derry Court•York, PA 17406 www.intertek.com/building/ Architectural resting ACCREDRED PCA-101 i DCS of Cape Cod Inc Spray Foam of Cape Cod 9 Lodengreen Dr East Falmouth, MA 02536 April 29, 2020 Job Location: 10 Hezekiahs Way, West Barnstable, Ma 02668 Job Description: Roof: R-38 Open Cell Spray Foam Insulation 10 inches thick Exterior Walls: R-21 Open Cell Spray Foam Insulation 6 inches thick Garage Ceiling: R-30 Fiberglass Insulation Crawl Space: R-38 Closed Cell Spray Foam Insulation 5 '/2 inches thick Garage Wall Between Living Space: R-23 Thermafiber Insulation i Material Used Description: UTC: A side Lot number 909164748 B side Lot number 909054726 Darley Costa Desouza, �Q DCS of Cape Cod Inc. .r � F ��- �- 3 S � i �� .a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION L_ Map Parcel Permit# 5_11((10 O Health Division 944 V/ Ml�'J Date Issued Conservation Division 13y Fee Tax Collector ��/o� Treasurer SEPTIC SYSTEM MUST r Planning Dept. INSTALLED IN COKIFLIA 1'.Iz WITH TITLE 5 Date Definitive Plan Approved by Planning Board ENVIRONMENTAL CODt f"I"ID Historic-OKH Preservation/Hyannis TOWN REGULAT ICN;S Project Street Address t��� eVY��1, Village Di Owner \`CV✓LGt �p��ti��( Address Telephone Z,4 2 —771�q Leal 36 Permit Request D-0 co A"A ce Square feet:et floor: existi C6_ 1 O proposed `1`l� 2nd floor: existing proposed Total newer Valuationfi" �oning District Flood Plain �(J Groundwater Overlay Construction Type Lot Size 6 cr2, Grandfatliered: O Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ® Two Family O Multi-Family(#units) Age of Existing Structure f 0- Historic House: ❑Yes UrNo On Old King's Highway: ❑Yes "lo Basement Type: U-Ku II ❑Crawl ❑Walkout O Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 44- Half: existing new Number of Bedrooms: existing new —� Total Room Count(not including baths): existing Co new First Floor Room Count Heat Type and Fuel: ®'Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes U40 Fireplaces: Existing New Existing wood/coal stove: ❑Yes 8 Ko Detached garage:❑existing ❑new size Pool:0 existing ❑new size Barn:0 existing ❑new size Attached,garage:e'existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use O W Yt e ,. BUILDER INFORMATION L 1 Narn ` Telephone Number � 14 Z—7 74' , 34)Address L I License# ( a,ci fl AV Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO CSIGNATURE �" v L'��i� DATE ��ze FOR OFFICIAL USE ONLY PERMIT NO. " DATE ISSUED' - MAP/PARCEL NO. � r r ADDRESSy '" VILLAGE OWNER DATE OF INSPECTION y FOUNDATION. . FRAME O r t INSULATION — 1 FIREPLACES ELEC'TRICAL: . ROUGH FINAL PLUMBING: ROUGH = FINAL GAS: ROUGH FINAL r _ FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. " e { 2 0 0 1 1 0 6 SOPEN PACE � RSOQ� LOT 14 ,SUS • : O 0 ( fro 1 HEZEKIAH'S WAY 'i ' pro O CONC. FOUND. cos• o�? a o �f N F 1MI� rye' TOWN OF BARNST•ABLE �6 4600• Q 0 gLE NS�P �l 26 es. 1 9.48� 10 K\NG JOB # 96-039 CERTIFIED PLO T PLAN LOCATION : 10 HEZEKIAH'S WAY W. BARNSTABLE, MA SCALE : 1" = 50' DATE : 4-2-96 PREPARED FOR: REFERENCE LOT 15 LCP 40599—B VA UGHN HOME I HEREBY CERTIFY THAT THE SHOWN ON THIS PLAN IS LOCATEDONR THE BUILD GROUND AS SHOWN HEREON. f off BM-3rA-454i • N CIVII. ENGINEERS — 7 R LAND SURVEYORS ---- 1--- — ------------ 1t1<E} m�d o DATE REG. LAND SUP, _ The Town of Barnstable . . ReguIatory Services Thomas F. Geller,Director Building Division Elbert UIshoeffer, Building Commissioner 367 Main Street.Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 t 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 su to es which are adjacent to such residence or building be done by registered contractors.with certain exceptions,along with other requirements. Type of Work:C��v(/O2 C:U.n Estimated Cost U� Address of Work: 0 Owner's Name: v� Date of AppIicarion: I hereby certify that: Registration is not required for the following reason(s): []Work excluded by law [3Job Under S1,000 E]Building not owner-occupied WOwner pulling own permit Notice is hereby given that: OWNERS PULLING TI[EIR 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. - Ss 0- Date Contractor Name Registration No. Date Owner's Name q:fomiS:Affidav 7=au A;p.edk j TahlalSZtb(eandmano h!mcipttre Puka¢s for daa sad TwsFamilF Rmdd=M W Batldlag:Hand with Foail Fcxb MAXIMUM I M>r1IMUM maaag t3la>zag Csiiicg Wa11 Floor g sub At='(x) Ul-vW=j R vs� R.vw=l R.valeas Wall Perim= Frp,__= Pure R.vaiuti &vdud MI to 6500 Fleattag Dean D&W- Q 12'% I 0.40 1 31 13 19 1 10 ( 6 ( Ncrmsi R 121% OM 30 19 19 10 I 6 I Na=:Li S IT/. wo 3f 13 19 l0 6 I u AFUE T 13% 026 31 13 21 1 WA ( WA ( Nord U 10A OA6 1 31 19 19 10 1 6 I Normal v 1Pi. I OA4 31 13 2S WA I WA I tS AFUE W 33'1S 0m 30 19 19 10 1 6 ( u AF UE X 19% I 032 31 13 25 WA I N/A I Normal Y 1 0A2 31 19 25 WA I WA ( Ncr=al Z 19% I 0,62 31 13 19 10 ( 6 I 90 AF TE AA I Wo I 30 19 19 10 1 6 I 90AFUE I. ADDRESS OF PROPERTY: 102Z t6��� 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: 3. SQUARE FOOTAGE OF ALL GLAZING; l2 4. %GLAZING AREA(#3 DIVIDED BY#2): O S. SELECT PACKAGE(Q—AA-see chart above): J NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APP OV LL. YES: �. 'r NO: Q-forms-i980303a 780 CMR Appendix J Footnotes to Table JS:.I b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skI ahu, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors) to the gross wall area, expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 fl of decorative glass may be excluded from a building design with 300 ft of glazing area. 2 After January 1, 1999, glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1.5.3a. U-values are for whole units: center-of-glass U-values cannot be used ' The ceiling R-values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38• insulation and R-38 insulation may be substituted for R49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing (if used'). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the roof 'Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not include exterior siding, structural sheathing,and interior drywall.For example,as R-19 requirement could be met EITHER by R-19 cavity'insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to woad-frame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. 'The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces, basements, or garages). Floors over outside air must meet the ceiling requirements 'the entire opaque portion of any individual basement wall with an average depth less than 50% below grade must mec: the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. 'The R-value requirements are for unheated slabs.Add an additional R 2 for heated slabs. ' If the building utilizes electric resistance heating use compliance approach 3, 4, or S. If you plan to instaII more than one piece of heating equipment or more than one piece of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. 'For Heating Degree Day requirements of the closest city or town see Table J5Z.la NOTES: a) Glazing areas and U-values are maximum acceptable levels. Insulation R-values are minimum acceptable levels. R-value requirements are for insulation only and do not include structural components. b) Opaque doors in the building envelope must have a U-value no greater than 035. Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.5.3b. If a door contains glass and an aggregate U-value raring for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 0.35). c) If a ceiling, wall, floor, basement wall,slab-edge, or crawl space wall component includes two or more areas with different insulation levels, the component complies if the area-weighted average R-value is greater than or equal to the R-value requirement for that component. Glazing or door,components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). ESTIMATED PROJECT COST WORKSHEST LIVING SPACE Value (high end construction) square feet X$115/sq. foot= (above average construction) q qG square feet X$96/sq. foot= (average construction) square feet X$57/sq. foot= . GARAGE (UNFINISHED) square feet X�525/sq. foot= PORCH square feet X$20/sq. foot= DECK square feet X$15/sq. foot= OTHER square feet X$??/sq. foot= Total Estimated Project Value t ise LOmmOnweauu of Massachusa= -- Department of IndustrW Accidents Q - 600 Washington Street Boston,Mars. 011ll Workers' Compensation Insurance davit locaMCM7 6j , Citw/ /X, Vhone 761'q- I am a homeawaer Pedmming all w6zk myself ❑ I am a sole arovnetor and have no O=woxfd=inazxrc=aI ❑ I am an emplaver providing war�ets'oe�ion far m:y etavtes waaidng an this 'ob. ....:::.::.. :•:. :... ...t.v:•.::::.:::.... ......... ..........,...r.%v. .t, tALVYY v}7.::.••,:i•?,.::{W:.v}:::::: ...... .+....:. :rt•.t+ib:•%.,.ya♦,r:.:.;.t,+.tp7.::::r•} -. .. ...... ...... .:•.�•::....,..;.•:,±;}}.u±;::;..., ;,. ..�:..�:.:..:y:..: :x\}:}'t:::;Y•:;.;::}•;Y$;{c,.tar♦tp} ... :::.::•:>.:t;;...;;•.�.:..........::::.:{.{..,,..:.%.%.Pxaay.,.�` . .,.{::rw,.•>:•::Yt�c!•`. .:•:•:c`?�'ia�...'''"""APR";\`f'•}.•:;{;},;;M1•::�:t�•+.:::::.:•:�•.�•.;::::•:•.>::.,:..:}::.::�:._ .........:.,... .::::........................:::±{�•.�:....:.:::::::.,;}a:.,-:\}•.v..:.:Yv,v. ..K;YC:S::iYi:iv±;7;::}:}%:,yt::t;:;i\.. ' .:::.:.�..:.•.•.:'.:•.v.v:..:7'r%bYNwv:y.wttw.h.t.....xti:{.•�wYW.viv.�hi'!�.-.xd:,�t't•}`i}i:Yu .......... ::. :::::;.}}:{.i:}:.}:?:±:�}i:h:•:�:i.�.w::n:�.. .:::vv:.v•.- wn.r.,hv...nrAx...:....:...:::. :.• ...... ........ ....... ......�:,P:♦♦•xS:,M,.,:.nxti:. ..:.v:....:......::{:::•.:......,vy......... , b Y3..;:.- nxr.•.{ .........P... :.Y.w.3:;:4%:n;;4::±}};.}}+:,:%�}}{..;.}-.v .....::v:{{.fir.;;.}:..::w::w.,}y:{±{�•::.:vw.vxv:::•.. nxm :':}}4:}%.�r...,•J:•i..h?>C.. t♦ .k)C....... t.W wr+J♦,t•. ..:... :......:.:...::.:......:::,,:.... }»}:,.. A.,v,A•. ......•>.4 �1�^Y�A'Sv4.++,�.��Y•�,r.^,'�^.�iv,:i::L::}:'}Y.�Y., '{.hY.{?i::::.J:�i::i:iii ...............:•.v.:•::::.v;.;•.:.;.;.:}.:}:•.v:::•3:t4}:4:L{.}XL?P::v.,i::.:.::•':.:,.... i;: ......�t ..P ... ...:!:�:�>:�:•:.v:..:%,;y• :..;:rxQ:lwl4tt n' `C 4•.;,w,n },y ,♦PP�� •.%•,' '.tt4r:www+Yfir:�}}>}}htvT}}:i�}:::.:::::::•i?ii>: ...wx,•.:�..-.`:::•.¢...;... ..yR{r. ��• r�M�NV�$6 Y}jJf♦ .. .:.................... v.v a:};i:•. .A.}: W:,�, IXL7' J •%;t�;•:Y.i};{.}»}w.»}:h:{i;i:.;:.vn•. .......i{r.;.v::w:v.�:�.:. n.::}::iy:.:v:.,r.:... ;.::n,tr• .:........Jw ....w vv..-:.: .::].• .:vv'^iC}7bb. " 4.:.:v. ...t.......::.:.w•v.+.::i:": t.. ♦tAl1. .....7COwvwY}:•, •• 4,N•:`Fr}:v v.;:j::4i}:i�:dry.•.: ::..:.::.:::.. ....::...�:: .....:.....:..�:.. .wM,,,,w,.,ct...^.�'�^Ca��4r,.i�:oa�c7..ro ��14 �`;•., do�'�py''''`'y''�;' .��,;??::.{' ;.{:;�::..}..}.:::..:..�".;...: ..:.................... ..........::.:::�:.....:.:.:...... ..:x.:::4,..:}YY:t"•�^"":+�:�:Y:'i•: ''fir.;:'' ,+':a?4Sq - •Yt�:,,:{..,'r..•:. . ..;;•.;:.•:.,•.::::•:,..;{•:::�: .;..� :r:{}}2"�a^scx•;�•}•Y�.s�'^.�^-"-'+r} �.:C7� �q :"IeeiC�:�:;:!!!rti:::,�i�,♦'•.a:,...o::.;w:t•:;±;:+:::•:±,•:�:::• • .,•:.:::.'. ,:..:::•.:<:..;... •.;,:...Y;}::...:'•. t•:.t..r.,,Nr..,♦'t`•Pr�nt't??�AO,!2Q;2".!-?t::.. l�n&��A�b'. .................. iQJt:rant:et�. ..-.•. � . . ..t.:......:.o:c••vr-..YifDLTi'v'F?:Sc3�..f.. mtY.?} v.�Y,.xa<;�':'::•t.},:;};::" ...:.:... ............... ..... - �ty�}':. •:•t-744.}^'i}KA{r3.•.'•..::,\?\i:Yv.:.:vti;:i.i}:i:`+:i':.. ❑ I am a sole esor,general contactor, ar homeowner(arc&one)and have hired the comaactaa I&md b: ban the following wodcna'� pear,• .. ...........:.:..�:t»:1 v.::::•:.. .......... ..n:Ji}}h•..�.+7: ....... .:.:�t .r.+!n?Mviri.Y„�O�S7.. '.;{Y,�P,{•+..{.. xYt•}:v:{.:it�.^.'<'±4:�:v.'i>.{ . .;::.,..♦xv}:•},:r,.?}:±{h•;.y:•4;±±.t♦x••+•.{';•:5:.;::::.v::. ....:.,:..%qip ..:�w,. ^MW:Yv>: mmvaevnamr. ...:...�..:...;::VY••,.•;::.,,.:i:•..,.Y:,.,,3.:;,�;}.,<:}.,.v..aY. . . ' .. .•.;.. -'`::;:...;{•:... ...:::;:,:..':::::::�>::: ..P�%.'•`aR$'°..:�°°.,,toSNFi+,�.,e1,'to ;...:.....; "o-: :Qi,•.•'s.'.'': }}..4•''',y�.`h';'°4•:",M 'i '•:::;::::><> ............. r.•:::.::�:.�.::.:•:±::.:�.:. ..:::.•:..::•:•.:::��:�}}i::.:{::.:.:.:<}'•Y.±±ti•}i:•T::.;;:::::±•}:iti-iii::v�}:i •:::'.:::.:.......:.:YW titP;f � x. :v. .....:::;.v::v:.:v:.::..a.:.,.;...:•:::v.:v:}}i:::::::::v}:ti...,.:...,:v.:{•r\.;..;;.:.,....:.........:.�:m•,ay..}'•...J.. ... 1�Y�b��.�.��.�. pp�7QNC'• ............... :,.,w .,«.x....,•...♦x•.W.�}:}.:»}::•.}}+rrxa'�:,Yavt•. .�7�evo,;�.':};{vrr;y. x S ,p�:..:.:•:M•%C�Nh:n{:r�\(C>:!4!::1:.iv}iYi:iiiC.?;:?::;:;:`$ij::?: ..�::•:.........:.a.•.,�!:::::':>:::•:.:......::.;•.t. ...,,,...Y.:. ....... . . ••:•:.�`Ce�E'obtYl ...�vx:Y••.'•" +�+ tr%:::a,•.�?k;>i:�}}};.:•}}•.i>:;•i::•i:>:;±•>:�>:::�:;•;: .............. h^c.......x..r.}}.P:!�},x;u.:,,n•w.^^y) t, ... ....}}.9:'�M"•..'r .�C-{,,.'�do{ohca$`.t.:."' Y'�` ,�.%a.:.,•.s:tt•?rt•:at•:_x:;:aa:;•»>:::: .......,..:}:h:.}:;a•.w.x♦,::•}:Pii:{.:.}•:;•::. :.:hi:{aw:,tt,;•:+•-•�{•}.tst:••tt"aio6eo. `,,c�1� addrrsl-•-.'...•....... .. ..:.. ...:..,. ,;:» .�:.�'...s,,,,'.a�.R�:":.� .�4•':.�.:.. o , ... ..��a. _.. r.:>:.i:.:.:.:::::.::�::.:�:•:u::.i:.:::{:;.i;;.}:.}}>ar}�•.}:s....:.,;.}t}Y;�w'.. ::•.:. ..... .,,M Av-•}:>»::�c•%;:.:.;:.;.;:.}3:}:.,... ..... Al tav}c}oC ..... ............Y,:... ...t,.. ... .:,, :}y .. •.ice v'v::::.�.v'{•:S::vi?}:�:Ai'.�;a».;;CIN, :v±v:Y.:wJ::}v:}'i'+r Y'm•�.,♦•:{NhZ}�'Y `YK:. ..MY!�C! ,.::::.�.:v.rS:iv'JiA\{S..v ...:v.:•.v:n..;v.•.xvw ,....: 4..n:... :;:..+}+:aa>.n%.:....... ....... :•»4a.::rr'•xh�?•:♦:hY.},yt.»y„F.. ..:... r"�`.!'�'a .......�::.:�:.v:.::::::•. h....v;.....v:.ti:v:•}Y?}%i:{iviLv. w...y rt07NZY:' S ... ..;...::•:.:..�::.:...................::.::: ;.x..rnv:::::v;....r... 4'::•Yt i'd;:`:.'......A4,:..�. •. ..w,�t+tY4jC. ..�:+�inYJi:i}ihi:�is ti h:{•T. .................. ::.:i}}}}:•}}.'..:.A♦Ax•}%.. {A:Y?. v .Q�e ♦ :�'♦,ran-,','•::ilk'• �♦-�Q. ,..L;ty{.;vn}:�:yh::v.:•:v:.. x..??^;k; w,.:^,• {`hL3,� •Y ♦Y, J3t; w:\.:.:.}.:v.v...,:.:•v:. ..... .:Y>i}}:•;•:;•S;i;:Y±+ „>•..}a..-.., .'�.;.•�%•..{•:.t:aa7h•. S•.;{;;�;•h♦A;•:;:}::;>:?;:;•}>:.r:.::..:vr{•:{mw.:w:.:;t4t}%h:Y•}}}}ii:�%)i�:•♦.l\\vi1ZV�?0�1 �1aq���� C•pMppa .s♦y`�.:;}:;r.IX t�mnarrv'na1nC' ... . x•. •.. . . ...IXPt{:•Y:( yr ��;. r} y}.,::..ter:::.::.;: SK•-}A•Ct}ate. ..AL;}}> \:}}:i•.:.:...:::.::.. r'K!'•':'{"._•.:vri•:ii•.v: .. ... .:.. �4,....;hY%t:..:...:,.:v.Y+;}.J.V,4}. ?NL;i::vw4tNQy{{:•,Pi,,.,v "?YtL{T?. Hv:t,:b,}:,+W,'rSp'?f}:S.ii ...�. :•:...... .,..'N x::l,.;...}.,,..;.:• .... �4%;♦: 4v� (OO?aj^!f?C;CQ7(•,A.-}iC�!w`4Gvvnw♦rv.x+v. II T" .. ..... ..,.•.::E• ...�.. ro-}o.�:..,:: ,A'3y?:•G.+�o .. A �•°,:'r„'2y::.;. �?A�k.. •-?:;rx;..;?;}::fir?.:t:'??:':::';':<� :. .,..:.:•::•.:....::::•. ..:..:;•;..':::�:.%..{:::•. ,..::'::::....: :,..,.,•.:•N �::::ifiY3'•Y' :w'is:+Gz::::{rn;:{i}i`?;?`-::�:%�> xw' ...:...... .:.....::•.v;.,.......r.w.:w:i:;•:iv}:�:::. r:::.}y:•. ..ry::•.v•.•;:» ,v••r v.,4 4}�.,v t ':" .,Q.. ,v J,vp}4i:•:{:+ph:::ii}v}{i•. .i:,:�:�:..:.:.::.v.:�:}:.:....rvw::}:•�i�L.v:.v.::.w•i}t.}i}}iy:.v�.,•{ ,. {•......�i.•. r .:: ..vv.:.:' w::in4 :Y:}'::$}:Y'i{};♦;.}.:{{.yrit}•{:}nv,.i}}:•}:+..:.}:{t}:::: '.:.�.�:::::.v:•..:..,..:.}....4 P4>h.4 .. .txt+Myk}YY�">•Y�w' P..:^y :e ..{;.; LPWt.'• kh♦tX"t+'K+P}\.ti...i...............' 'v+w AA,��,•, S r . ........ ....... .:.:.:.YP � 'P\ :,Ji:}�:.•.:';try::..:.:.;}:•.::.v..:.}.'.}:.,..-.;•.}}:±±:+}}i:: •.::.v....,.: .....:.; ::.....::::::::.:::•':: .::.v:....::.:....................v.....SAP.n . .. ,,,1Y,}J+v :.{x �+•'!!Q}]000070r{P!:0 OY.KPA+PJJi.. ..,..... ..... ..................... Pi.{Y:?:{:•.'♦x�c .YMSn y,.%{{•i'lrM�Yi.:{:.v::•irt-•.oiv.�:w:v:» .. . .................. a,A.x:vxxvv:::::. ....:�:•::vn.:.:.:::.:v;:......RY,AAYA v7♦ vXtAV: vv •Y� ..........r:.v{:i•}}:S':::.:v.v:::::::::::.v:. 'r•• .v}.vaaw::.ax•.♦;•.v3:riii3.♦ww:w.a<„av, n:.{±' a:•yr'.%P:•»:•}}*i:{;}'{�.Sw3:}vr.}:tviGi$Y�:�};>''ti:i:Jii�i':i:?:}}:<`:•i:.Tii> ..•:::•:::•:Nr{.} .:: ........... v:::.v:::.,,w•4;%i•iin�?«?\}}?}%i:}+:?{;:?ti;:j�}?•.i}rr} t ........: %S•n;i'tihG?:YttOJi.}\%:::}>}:•:•}i i:•i:J:J:::i}iw. Q�ra}}ee•co.. ..�:.v::::.v::...::.v.v.:v:.y...........♦}-.:.:::.7.b�M'•^r'� A ...:.. ..' r rw ..::.... v:......:v ... •.5nn�pY�yy•A+S:O";�?w'ww:::ai�Ji?:b: Fame to,eeme co.erge as tsgtdseti tinder Beedaa 1U GI 152 cmimd to the of aistsrml gmalttn oft tdaa IIP to SLc0O.00:', me 7ean'tmPrnoommt as w'e0 as chO pettaitles in the form of a STOP WOB$ORDER and a fi=of nOOAO a day a;aimt ttm. I tmdcm and: Copy of thfa atattzseat tact be forwarded to theOIDte oflII�Ott�diapa otthaD7Atetta�a:;eyai�tlao. I do herrhV thh certify under C Paten and parapets ofpm7uJ7 du the infonn�ion provided abore is vzt mrd correct Signsmre Dais: �Z Prim name rJ h Gt T 6�.v► ( r Flume#SN ofne'al use only do not write in this area to be completed by city or town otIIdal dt►or to+m: pt�etf • �Bttfldias Deps{rt111031 check if Immediate response is"required ❑ ��;Board ❑Selectmen's Ofn= ❑Health Deparcaent contact person: phone0 Other 1 1 II 11 . 1 / 1 11 • • • • • •1•• • 1 J / / •i••11�• • •1• /• • - • •• • ••• • •.•• / / • •1•�• • 1•• •1 • •I • • •M .1• •11 • •• • • •L: • • 11 •1.1 w•1 • I• 11 • •• • 1 !1: • w111.1■ • • • w••1• • • • • • Mel.• •• 1 1• •« .1• •1• • • •�1 •I: w•U _ 1 w••11 • It • w•11• • • • w • ' • • • • •. :I••1• • •w •1• 1• • • 11 1/1•w• .II • •••11 • • Mt •11 11 • .1• ••ii, •11 • • • — 111 • •• • •1• • ' •I • ••• • • . .. •. •1 1�► •• • . I / • 1�•►:1/ •1 1 M• wr/U • II ti11 1 •_wt/_• 1• 1 .11 �•1N• • w •• • M • •1/ • Y.I/y 11 .1 J •: !" 1 1 JI I • 1 I I _ 1 1 1 • 1 1 Y' r 1 ' ' • / • I I •1 1 • / 'l 1 1 .+. 1 1 1 1 / • 1 M 1 1 • I J, 1/ 1 1 /1 1 1 1 1 • • - • • : • • 1 Y 1 1 11 1 I •1 tl /1 1 1 Y' 1 • 1 • •• I••1• I 1 /••••1 • / I • •• .It • 14 •• 1• «: 1 • 11 I Y •1• Vt I wI//w 1111• .11 .'•111• 1.1 • •� • . • • • • •un• .rI • u• •. 11 trKI1 _• 11• -•u1..I1♦ •1 UI «• .1• !w r . • • • a • • r •1.1• _ •a to •• '•11.•ww •11111 w• •]•J •1• •• •% • 1 ••H,1/ .1! I MI_ ,•lA • of I •►: •1 VI _•1 • 1• 1NIY.I• •U A•1 • •rn1•.t• I.•I•.. •u � .0 • • • •i,. n••rl •-.�, •nl• n1 I • • 1 •-• •I•-•1 6 OW Isles&4,1••% rw •�,1•. t•1 •••1111••II✓.1• •11 •► II III.,, •• .•• '�/•: •I / 1 11 11 JI 1 • • 1 ••• • I I • • • _•II•,_•rho• 11; MI ' •1 I• _ • 1 •t .t •, .,• • Kt• •11 I.1 •t•11 • ♦�1 • I 1 It � •r.• •I••+II •1 •1 •11 `I••Y. « •�•II♦ �• •II t • • 1 t - .II • 1 � • •1, •Ilr • I •1 • • • I• ••r.11• •r•.•ww .••Iles•�.•�w,u •n • • • I I• � ti•K• •••w11 -t •• •111.1 •' • • • ._. . .... • 1 •••1111• ... .,, . •I•••11_• !1 • • • 7I •1/ 11 /• 99 •. • •.. t• •• of.-geolplijbi••w• •1•,Ir •.� • �11ti w• r 1111.1 •�I ••1 • 1 ••• .•• •11 .N • • • • • •. _ • • • •1• 1 1 11 •1 1 • 1 • 1 • •11 1 1 1 / • • . 11 • 11, „ FEE VALUE WORKSHEET LIVING SPACE (2000 sq ft or greater) square feet x$115/sq.foot= jE , (less than2000 sq ) q ft square feet x$96/sq.foot= (affordable.housing) square feet x$57/sq.foot= (40B or low income) GARAGE(UNFINISHED) square feet x$25/sq. foot= PORCH square feet x$20/sq.foot= DECK square feet x$15/sq. foot= ALTERATIONS/RENOVATIONS OF EXISTING SPACE • . . . . . . . cost= . . . . . . . . . . . . . . . . Total Project Fee Value Office Use Only Permit Fee projcost 2 001 , 106 Application to • ®Yb Rin 'g g Jbigbb,ap 3aegionai 3L)i9toric jBiotrict Committee >, CQ In the Town of Barnstable s CERTIFICATE OF APPROPRIATENESS FTI lJ Application is hereby made, with four.complete sets, fogy the issuance of a Certificate of Appropriateness undeJ Section 6 of Chapter 470, Acts and Resolves of Massachusetts, 1973, for proposed work as described belEw and on plans, drawings, or photographs accompanying this application for: CHECK CATEGORIES THAT APPLY: 1. Exterior building construction: ❑ New M/Addition ❑ Alteration Indicate type of building: ❑ House ❑ Garage ❑ Commercial ❑ Other 2. Exterior Painting: ❑ 3. Signs or Billboards: ❑ New Sign ❑ Existing Sign ❑ Repainting Existing Sign 4. Structure: ❑ Fence ❑ Wall ❑ Flagpole ❑ Other f TYPE OR PRINT LEGIBLY: DATE S G ADDRESS OF PROPOSED WORK ia"` ASSESSOR'S MAP NO. . 9 OWNER' ASSESSOR'S LOT NO /�rJO� HOME ADDRESS TELEPHONE NOJ�, 60 �L ELL FULL NAMES AND ADDRESSES OF ABUTTING OWNERS, including those of adjacent property owners'across any public street or way. (Attach additional sheet if necessary.) DC Q\ 14ez4A��1\11'S �f' O o- S w AGENT OR CONTRACTOR ,�' C` TELEPHONE NO. ADDRESS DESCRIPTION OF PROPOSED WORK: Give particulars of work to be done, including materials to be used. Please include locations of proposed signs. ,449O/T✓d.J -10 S//t/G e c 14f9wIG y 11-10w6 j' /Q �X/a s.Y1r. Signed Owner-Contractor- en For Committee Use Only �j n This Certificate is hereby p�� D Date d D W M Approved/Denied L10 2001 Com 'ttee Members' Signatures: WN OF BARNSTAB E 2' 001 . 106 Town of Barnstable ' Old King's Highway Historic District Committee SPEC SHEET f � FOUNDATION SIDING TYPE Ce)?aC ' 10/ LeS /OaIP COLOR V-Na+UV7zJ � CHIMNEY TYPE \ COLOR 4_1 ROOF MATERIAL Cc.S�p�'1oy \ COLOR PITCH ,..._. .:..:. . .J:. . WINDOWS VV)Gir V 1 COLOR SIZE •, , ` • •I TRIM COLOR DOORS �� COLORS SHUTTERS C re!,y\ h COLORS GUTTERS (jin A COLORS DECKS MATERIALS rl GARAGE DOORS COLORS SKYLIGHTS _ SIZE COLORS SIGNS —�—' COLORS Mph F�NS�PBP� CNN pF G S N\GNP FENCE �� COLOR p� NOTES: Fill out completely, including measurements and materials/colors to be used. Four copies of this form are required for submittal of an application, along with Four copies of the plot plan, landscape plan and elevation plans, when applicable. SPECSHT Revised 11/98 I I f p The Towne of Barnstable • aeRtvszn LL - 9� ,659. `0$ Regulatory Services '�Eo rat A Thomas F. Geiler, Director Building Division Elbert Ulshoeffer, Building Commissioner 367 Main Street,Hyannis MA 02601 Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION 1 Please Print DATE: S 1 IOB LOCATION:_-I O �`� �tS w vjt r' number s eet �!r r village �/ r,Q "HOMEOWNER": Ck\CQ t V�"� C���G Z ?1 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 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/lier responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a.Supervisor. On the last page of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN. F — — _ — _ — _ _ _ — — — _ III 11P-------- _p_ 44 ad taP�1Ts —�1 rn• 'I—P-- IIII IZ tl'd II fn/ BATH a oser BATH CDBEDROOM VgTGHEN BREAKFAST existing structure GARAGE PEN ELO MASTER BDRM!BED ROOM ROOM DINING LVNG N�m< I rP :a LIVING AREA ~ I I 1DD eqR LIVING AREA F—ed-��aa��-aP � D19yR � Tra proposed addition N 6/ �1ra—�Ir Ta ads{.--ad—�t�—vP �h—Bd' 2 E � m m lad �i F D•W9DID(mCev1) F '� c m To the best of my knowledge these plans were I BATH a `d drawn to comply with the owners and/or KITL —ad HEN BREAKFAST contractor's spedflcations and any changes made to them after prints are made will be done ,non „ at the owners and/or contractor's additional �P ad W mwro k" expense and responsibility.The contractor shallo o verify all dlmentions and enclosed drawings. 4 ba a _ moo _$ 4 °c Bergstrom Design Services Is not liable for errors — — — — —p' ^a^w� €• p n m once construction has begun.While every effort GARAGE has been made In the preparation of this plan to I Td r,,• FAMILY a avoid mistakes,the maker can not guarantee _ _ _ ROOM against human error.The contractor of the Job must check all dimentions,code compliance, structural and other details prior to construction I I DINING LYING I a N L and be solely responsible thereafter. LIVINGAREA -ea--- —ea eaied-- --va��•d� F 189 sp R I yd J wea 1 scale:1/6"=1' front elevation 3-DH 304b(centered) - I existing to 9 UUS A in W ! N 0 4_g^ i i vJ �� _____i �4 6" Q oe proposed Co sky sky I existing addition V m use existing �`2�^ window opening framing for t F. v I new doorway s cathedral ceiling — _�, — — o m o - - - - - - - - E ridge by other Z o N J r FAMILY ®® ROOM � Imatch existing siding, match existing roofing/front windows proposed addition roofing 8 trim details " �s p elevations scale: - � scale: 1/4"= 1' 04 TG y 20'-0^ �I• G W W C=m rear elevation side proposed addition elevation ad� <--e)dstlng 0 •o N o �exlstlng ® m � c a O ms N _V j page proposed ®® 2 addition n (n 'aa p wb section m foundation V p w 20'-0" m r - — �3'-0" �j asphalt shingles,(match drill 8 vent I I 12 existing) 1 "ply,2 x 12 provide rafters Q 16"oc,R-30 dowel to treat space:48"x 8" I I 'ua °"u fg Insu.,strapping Q 16" min.18"x I I existing cons found w/8"x 16" 9 oc w/1/2"gyp brd. 24"access cunt cons ftg,damp proof I I // to crawl I I greal x 6 Pit w/ soffit 8 sill space, sill seal,,1 1/2"bolts®b' I I ridge vent confirm I _ I oc,2"dust cap. cathedral ceiling location "H"clips I�beam 3-2 x 10 girder beam G Jpocket beams bL4 other �I Pocket ------------ i I ----- --L------------ - - ''- ----s-�„---- - - 5 "------- I N w.c.siding(conflrtn), existing I s'-s" FAMILY housewrap,1/2"ply.3 basement I I match existing floor 1/2"fg insul(R-13),2 x T 8 ceiling heights ROOM 4 studs Q 16"oc,vapor — 0Y barrior,1/2'gyp brd =5 o I I 13 03 W laity col w/24"x 24" o d m s ,a x 12"conc pad t° n existingI FS m a I I r2 x 10 @ 16'or,w/3/4 t 8 9 ply,R-19 fg Insuf� (�N IfP I I rode+/ vent grade+/ 9.Z x 10 girder� 48 x 8"cons found wl 8"x 16" — I I I cunt conic ftg,damp proof to drill 8 I — — — — — k—3'-0" grade,2 x 6 Pt sill ur/sill seal, dowel to o — — — — — I 112'bolts Q b'oc,2"dust cap o existing c - - - - - — - — 20'-0" V " y— o 0 24"x 24"x 12" conic pad w/3 1/2"stl laly col L O C F O v$ c � � m F vse� scale: 1/4" oco-ocxn -off 6C ` p Assessor's Office(1st floor) Map Parcel Permit# Conservation Office(4th floor)(8:30-9:30/1:00-2:00) Date Issued Board of Health(3rd floor)(8:15 -9:30/1:00-4:45) � I Fee _ta 9AI Sd Engineering Dept. (3rd floor) House# v �tNE►p;- Planning Dept. (1st floor/School Admin. Bldg.) /= /S sK Fill ft"li, , L /-�IOvatll cr 7/ i�-7- {4� �:'��� PT�,1 •, eAflMAA' Le. DefgreetAddress anoved by Planning Board 19• �%9e _ '�%i ,, -�xq. ok L-�.a[,% I EOMA�� TOWN OF BAR _A L_��c.LAT50w1.3 Building Permit Application Pro ccZ� L Village //, 4 .���,,� Owner � �'✓ �n?�K1UB/�JIC�l �Ne : Address '� �/?/1 //E�J'C.$ �, l/-I Telephone `� r Permit Request AzlL � a First Floor square feet Second Floor square feet Estimated Project Cost $ Zoning District Flood Plain C_ Water Protection Lot Size Z • d/ Ael Grandfathered ? Zoning Board of Appeals Authorization Recorded Current Use Proposed Use Construction Type r� 2,e-/1n Commercial Residential Dwelling Type: Single Family Two Family Multi-Family Age of Existing Structure Basement Type: Finished Historic House Unfinished �- Old King's Highway Number of Baths - ` No. of Bedrooms Total Room Count(not including baths) First Floor Heat Type and Fuel yi4 Central Air Fireplaces 1 Gara e:/Detached Other Detached Structures: Pool Irl, t Attached Barn r / o, None Sheds 3 �, Other 04', *f 4 Builder Information Name y A u/ / /iV e Telephone Number S Address "T F -I�4�y-M5 l,qw- License# ®q 6 a ,� /1'�7/1. s S /��r j Home Improvement Contractor# (9 0 51 -3 Worker's Compensation# 15 Y 00 3,6 4.So P NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE BUILDING PERMIT WNIED FOR THE FOLLOWING REASON(S) y76 FOR OFFICIAL USE ONLY PERMIT NO. DATE ISSUED ' MAP/PARCEL NO. ADDRESS VILLAGE ; OWNER t , , , DATE OF INSPECTION: FOUNDATION ta� � . ' FRAME, INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL — PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. } N� � - � l�� � � ;C S � � � �...�t�,�s S . ` i S S u YYt-y1.�Y o�..�y , /l /�� �,, �� �� l �, �I� � . , -. i l The Town of Barnstable Department of Health, Safety and Environmental Services : BAJUMA : Building Division I 1659- 10�' 367 Main Street,Hyannis MA 02601 Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissione: Home Occupation Registration Date Name: h ski'I'a S Phone #: Address: �'�Ze-�14,'`�S (��G.s fn� f 3�r r► ►�I 2 , Vfllage: Type of Business: i;s�, MaP/I.ot:� INTENT: It is the intent of this'section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor,no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling trait,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • Tltere are no external alterations to the dwelling-which are not customary in residential building,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration.smoke,dust or other particular matter, odors,electrical disturbance,he=dare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quandtim. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required from yard. • There is no exterior storage or disPlaY of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick up truck not to exceed one ton capacity,and one trailer not to a ecd 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Oavpanon. If the Customary Home Occupation is listed or advertised as a business.the street address shall not be included. • No person shall be employed in the Customary Home Oonrpation who is not a permanent resident of the dwelling unit. ,,the undersigned,have read and agree-with he above restrictions for my home occupation I am registering. Date: TO ALL NEW BUSINESS OWNERS: Fill in below: D2-(a rye. -(c 2 — NAME OF NEW BUSINESS: ,( , TYPE OF BUSINESS F�� ru L. IS THIS A HOME OCCUPATION? ADDRESS OF BUSINESS MAP/PARCEL NUMBER If you are starting a new business there are quite a few things you need to do in order to be in compliance with all rules and retulations of the Town of Barnstable. Once you have been checked off on this sheet you may apply for a business certificate at the Town Clerk's office (Ist floor-Town Hall). 1. GO TO BUI ING INS R'S OFFICE(4TH FLOOR TOWN HALL) This indivi is ' p a has been explained the procedures needed to start a business Bw ding Inspector's Signature 2. GO TO BOARD OF HEALTH (3RD FLOOR TOWN HALL) This individual has been informed of a n permit . quirements th t pertainP t is type of business. lov�- a.►�l'` � . ((��^V� Gov s�o(�yz 1—or 4} 4 nre(J�cCt1w �r Health Inspector's Signature �i S 1 S,k ;, Ap p 3. GO TO CONSUMER AFFAIRS (LICENSING.AUTHORITY)-(3RD FL SCHOOL c"'�'°"`' ADMINISTRATION BUILDING an �k This individual has been i orm of y licensing requirements that will pertain to this type of business i Li ing Au ority Signature After being checked off by all f the above-remember to return to the Town Clerk's office to actually obtain your buoness certificate. TO ALL NEW BUSINESS OWNERS: - Fill in below: v 2 —1 �1 i e . 3 . la l e / NAME OF NEW BUSINESS: 11 S� P6 i y1�' 1 Ul r TYPE OF BUSINESS ( ,b'�, Az�;r' -IE:1 �In vi C IS THIS A HOME OCCUPATION?' ADDRESS OF BUSINESS In MAP/PARCEL NUMBER If you are starting a new business there are quite a few things you need to do in order to be in compliance with all rules and retulations of the Town of Barnstable. Once you have been checked off on this sheet you may apply for a business certificate at the Town Clerk's office (Ist floor-Town Hall). 1. GO TO BUILDING INEce CTOR'S OFFICE(4TH FLOOR TOWN HALL) This individ in co I' and has been explained the procedures needed to start a business Building Inspector's Signature ' 2. GO TO BOARD.OF HEALTH (3RD FLOOR TOWN HALL) . This individual h een mfor ed . any perm t req r !me that in this type Ce of business. �a S cl oy� +v � x��pn . Health Inspector's Signature 3: GO TO CONSUMER AFFAIRS (LICENSING AUTHORITY)-(3RD FL SCHOOL ADMINISTRATION BUILDING This individual has beC 7;d fan licensing requirements that will pertain�o this . type of business /siness sing Authority Signature After being checked off� he above-remember to return to the Town Clerk's office to actually obtain your Hcertificate. 2Leez-G a►1,� i OPEN SPACE RS �QQ. LOT 14 0 , i I j HEZEKIAH'S {I WAY CONC. 1 FOUND. R�5 %K N c NSF TOWN OF BARNSTABLE ,v 9. oo. � ST 26 8S, I 48, I JOB # 96-039 CERTIFIED PL 0 T PLAN LOCATION : 10 HEZEKIAH'S WAY W. BARNSTABLE, MA SCALE : 1" = 50' DATE : 4-2-96 PREPARED FOR: REFERENCE LOT 15 LCP 40599--B VA UGHN HOME I HEREBY CERTIFY SHOWN ON THIS PLAN THATIS LOCATED ONR THE BUILD GROUND AS SHOWN HEREON. ARM Off sQa—xs—asap M' t� soe 362—eseo y I down _Cape dgoneeriag, ine. CrVIL ENGINEERS LAND SURVEYORS ------�--- — —----------- A1S@ 0 main d jamulk ma M DATE REG. LAND SUR i . i —... R[n GUAR CLV.6 o^ROS OV . T YCK ort ECAUAL _ - Cv...RS awc.,c etu.wo �! —_w.c"Su1WCLL SlAnllR COARtE - — R1TllIc+•1 twos__ —Ir 1.6wnT[R.teR LE. 1 WNr�c+ry CA%,4cl _ ' • e tr..�.�7 gUSY._CA�DETAIL •.•_ e I • _ � - - sexe an: ' — 508.428.6191 Qevi i n - @ustom 6 es igns ---- — copyright 01995 —.__ .7A.t�145 cn:S,lr24_C9)'_. - All R.g`ts - Relery O _ tttn c[t1YC:GAVBONtoS=. �------� •- • — 00 ,�EL mcx SnPA "-FR01.1'T:'ELEr/h'C�01:7.—C'u�6r—--•-.. 7 ►relimin,ry pNni+n0 layouts by OC.OJrt for the use or theft cutlomery only.•Any other Well strictly prom6nt ' t L,• 1' — ARYa(..CMIaNIEY._ . ' �vn:tou•L�... -"r•-- —• t 2t.24 Ih61A.S.LLK \wtcE dnA[.:SWiacts5 —► :_._.. ._ 'CiL-._.___....._... ; ZGIf. rvc_4=ytC5__ "IMI T"EUVAT.CO"N -_. .......... _.. .__..__.._.._........----.... _.... w 508.428.6191 . evlin @Ustom o esigns All I Rt gnt p 1993 Rt%er.edrtd lA.�lf.ILL1fJl.. C,�oQx'• EF IOANJA i WHITE CEtSMt, ' 1 � 14.Y.1wul4.elM. Y `3) EM as _ VVV • � . YltbnlrMry Olan% and layout% by OC.O.are for the u%t of therf to%t Orntl%only.Any other Ylt r%%trretty prohr Drte — j ---.....-'----'—'---}} .. .__t poi......_..:._. ......-- -• ram` I`O r I rI T'St;DamM I � w�sflY Beo¢ou•t I }� r nI I �12-12 VSOYC - .. .. 11'•0' '. j s>,•-o' ..6•_(0•:-... .:.. .....:.9'-v. ..::.:'..'. .�. IL:b. .. fJ o' r • f� J Lo -- SsT— .� II.f�.i4• r(ao19L •� E• � .-fUers.fc_�- 508.428.6191 •. � .__fib lcGo ..._.. ,i �fnlv.tcrs.�t (gevi i n I @Ustom o, o esigns I All It g O 1993� C•itt_ _ Arb.t stc.rrcfr_o.stc All Rgnt$ Y T yaet v/lr a+�•+�rr� P Referve0 MUL ' 4AKOL.E to � : ^••twrr,tout ywf..d � . ir - rS'•5• b i to - i : --— i I. cr -@3 .. henmrn..y puns and layout$ by DC.O.are for the ufe of then C-SIO V%Onty.Any other we n strrctfy Aron.Orte 't • � _...--- :•ram•.::.:.:-..•. . �w•.�... $` � . . . ....:. :�.._ .. -.y ._..._._..__. .. , • V i j 0 , f • 1a • pltrNAlit 5un.141.eS }O� � !r=•rilr.cdl.xAs --MrLK'�'7fARSbi vEur V Y•Y•r15rK.ceut c+r.so.c3ve•m GaG stt.a.cV:As..X tA.. O � _ T-�--— yGorcinobau4 COKTK-t frLL Cp.ir.vtli.zt 7.a -Fa .. 4�f�lt'D£tAIL[fve•no.). ... � n r fives O.r..souun. I i i Jr: td.ae —_ • !T-S=...' Y-a•:'lor-ofror_-:. IDS 7___. ... - � 9� -Y•9 DRAC.rN4 - . • Ia ; � � 50e•428•6191 ai} d evlin l i+ • ,i � -aa-•rp•nx�e�'.'_ Ce3ust0m L4z/eiffs.rlkc o esigns •m-acrlwc. ... Capyr.gnl Q M5 J•S SfRATVtU4.... All agent �' -7Y�.s116£•fRCGK " �. eeterved i Sru9S wen It%U%SL-. fb SncwrPlU4 •� .ve sre«troe rc L•a•1aKTS ' .St-n l"SUL.Jo i • li � tL�RCOGISJf, . 31�=T11C'F041LStA•D •� � • 11 ' ,._rSgG2tos>--�G)�'t7�.fr•o"1. • � 4 E -� Iref—nary plans and layouft by OC.O art for lne use of Inerr Catfomers only.Any other we n itrrt fly p.Ofn Orfe i IKE The Town of Barnstable 4 Department of Health Safety and Environmental Services t RARMA-qq- . MASS. Building Division 367 Main Street,Hyannis,MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice f - i, y Type of Inspection Location �A�(-�T Permit Number Owner � �1 ,. �j An�►N �Builder One notice to remain on jobsite, one notice on file in Building Department. j k The following items need correcting: 1 1 a A > �jP CD P LL�' 1�4_1 - 0-0-L YW T t . -mac. W CA .L_ "4 1 LF_�e. a C _. CA 9 - Please call: 508-790-6227 for reeinspection. Inspected by .Date `pFTHE TOj,� The Town of Barnstable o� BARN Department of Health Safety and Environmental Services' 039, Building Division 367 Main Street,Hyannis, MA 02601 Office: 508-790-6227 Ralph Crossen Fax: 508-790-6230 Building Commissioner Inspection Correction Notice Type of Inspection Location tic I Permit Number 1 Owner Builder E v y One notice to remain on jobsite, one notice on file in Building Department. . a The following items need correcting: `ae 0 -DO-4." N i d 1JG L-C W • 4�0 pro 0 6yl- U69 01 C-- 1 . v.! �S P.eC, S(C4/V1%%1e::r r Ot-r tt 0 s -6--tn,� Rl Please call: 508-790-6227 for reeinspection. Inspected by Date L TOWN OF BARNSTABL CERTIFICATE OF OCCUPANCY . ( PARCEL ID 000 000 045 GEOBASE ID r 1ADDRESS 10 HEZEKIAH-S WAY PHONE (508)428-3832 WEST BARNSTABLE, MA ZIP 02668- LOT 15 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 16081 DESCRIPTION BLDG PMT #13851 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS and Environmental Services TOTAL FEES: BOND $.00 Ok TMIE CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY * iARNSTABLK • MASS. OWNER VAUGHN HOMEBUI LDERS, INC.', 1639. ED M A ADDRESS 43 TROTTERS LANE ; MARSTONS MILLS, .MA BUILD M3 DIVISIO BY DATE ISSUED 06/25/1996 EXPIRATION DATE TOWN OF BARNSTABLE ' CERTIFICATE OF OCCUPANCY • ' PARCEL ID 000 000 045 GEOBASE ID 1 ADDRESS 10 HEZEKIAH'S WAY PHONE (508)428-38: WEST BARNSTABLE, MA ZIP 02668- LOT 15 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT PERMIT 16081 DESCRIPTION BLDG PMT 013851 PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: I Department of Health, Safety ARCHITECTS: :�� and Environmental Services TOTAL FEES: BOND " - '�$_00 I CONSTRUCTION COSTS $.00 756 CERTIFICATE OF OCCUPANCY a BARNSTABIM s +1�r MASS. OWNER VAUGHN HOMEBUI LDERS, INC. , ><639. �. ADDRESS 43 TROTTERS LANE MARSTONS MILLS, MA - " _.x� ».' BUIL D SIO . ,•, x` BY DATE ISSUED 06/25/1996 EXPIRATION DATE -- -- ------------ - - - -- - -------------- - - THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OFTHIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED APPROVED PLANS MUST BE RETAINED ON JOB AND FOR ALL CONSTRUCTION WORK: INSPECTION WHERE APPLICABLE, SEPARATE THIS CARD KEPT POSTED UNTIL FINAL INSPE 1.FOUNDATIONS OR FOOTINGS HAS BEEN MADE.WHERE A CERTIFICATE SP CTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. VISIBLEPOST THIS CARD SO IT IS BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 Q .3Q • ') ' I 1 W_CV Z9104 Wrl�e11'>7.!/at `Il � I1a � Y � •!.� � a.a►fes dares,-sn 6elal� 3 .e 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT A•S' - 2 BOARD OF HEALTH 16 OTHER: ( T SITE P REVIEW APPROVjCL f WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. i DEC-=7-_995 :2:21 FRG': ::-`' ;FiSIDE DESIGN -7 778�707 -= / 1996 0 2 Old King's Highway Regional Historic District Committee in the Town of Barnstable for a CERTIFICATE OF APPROPRIATENESS plication is hereby made. id triplicate, for the issuanc:: of a C o 6ficate of Appropriateness under Section 6 of Chapter 470, and Resolves of Massachusetts. 1973, for proposed work as described below and on plans, drawings or photdgraphs mpanying this application for: CHECK CATEGORIES THAT APPLY: 1. xterior Building Construction: ® New Building ❑ Addition E2 Alteration dleate type of building: ® House ❑ Garage ❑ Commercial ❑ Other z tesior Painting: ❑ 3. igns or Billboards: ❑ New sign ❑ Existing sign Repainting existing sign 4, cture: ❑ Fence ❑ Wall ❑ Flagpoie C3 Other . (Please read other side for explanation and requirements). E OR PRINT LEG113LY DATE December 27, 1995 A RESS OF PROPOSED WORK 10 Hezekiah's Way_, W. Barnstable ASSESSORS MAP NO. 109-1 h90 0 ER Highview Realty Trust ASSESSORS LOT N0. 1629 F lmonh Rh Cen egille MA 778-4700 (508) HO E ADDRESS __ t : eri age Rh ev. , tnc TEL. NO. FU L NAMES AND ADDRESSES OF ABUTTING OWNERS. Include name of adjacent property owners across any public st or way, (Attach additional sheet if necessary). See attached plan with list of abutting owners AG T OR CONTRACTOF( Heritage Custom Building Co. ,Inc. TEL. NO. 778-4700 (508) AD ESS 1600 Falmouth Road, Centerville, MA 02632 � D ILED DESCRIPTION OF-PROPOSED WORK: Give ail particulars of work to be doneAsee No. S.other side),including neat iais to be used, if specifications do not accompanv plans. in the case of signs,give locations of existing signs and proposed loco s of new signs. (Attach additional sheet, if necessary). . Ar D D D 0 D ioned -Z —Space ow line for Com• i v Owner•Contreetor•A9ent Rejce led b(�H,D.C7 2 � ate U' L5 !!ateThe Ce Time �'A rtifi is hereby - ? date i" � 4N 1996 By R �i E - - r4VVAY Ap ed ❑ IMPORTANT: If Certificate is ap oved,approval is subject to the 10 day appeal period Oisap ved provided in the Act. [] .... .. ....-.. .. .......... ............ ,... rr..:.u........u....._....a.. _... . ....F•1...... i.Aa...:..q... u.rn4v 1.:A;..a u•.........SaLS.�.<Ji.a[.I..e... ........ .._•SI..].LaG >1�.µ%nCiTAl'!v�iL.1.LiLd Tana of Bw=ble Old Mug's Mgbway Mstorle District Commiuion OPEC SS£ST F TI Poured concrete Red Cedar clapboard (front) SIDIM TYPE White Cedar shingle (rear) COLOR Bleaching Oil ; Wood frame, CZ , n n ,Y TYPE painted white COLOR White ROOF MILTERM Asphalt Three Tab COLOR Slate Blend PITCB 12/12 ROw Rivco wood 6/6 grills g=yg 2446 & per plan TRIH COLOR White DOORS Six panel with side tites COLOR�l, SHUTTERS Louver or panel WV;rTERS Aluminum w/down spouts DECX Pressure treated with 1/6 decking GAGE DOORS Metal insulated panel doors COLOR White I NOTES: Fill out completely, including mensurements and materials/colors to be used. Three copies of this form are required for submittal of. an application, along with three copies each of the plot plan, landscape plan and elevation plans, when applicable. plot plan need not be "Certified", but should show all stricture$ on the lot to scale. U �L 077 DEPARTMENT OF PUBL C SAFETY ONE ASHBURTON PLACE, RM 1301 L1—" vv ((�� BOSTON, MAC 0210B-161E3 " �_I ID License: CONSTRUCTION SUPERVISOR / Number �`---' AUG 3 1994 Expires _� � � ! 6410 I to 43 TRH C VAUGHN ._=-=Detach bottom, fold sign on 43 TROTTERS LN k back, and laminate license card. MARSTONS MILLS, MA 02648 i� ~� - _y •1�' _ =, Keep top for receipt and change of address notification. RfS11kICiI9N5: 1G �'� ��� ✓fie I ; HOME IMPROVEMENT CONTRACTORS REGISTRATION j oard of Building Regulations and Standards I One Ashburton Place — Room. 1301 Boston , Massachusetts.. 02108 I HOME. IMPROVEMENT. CONTRACTOR I Registration 100513 Expiration 06/19/96 i- ----------------- Type — DBA i HOME IMPROVEMENT CONTRACTOR Vaughn Homebuilders I Registration 100513 Joseph C . * Vaughn� I ' Type - DBA 43 Trotters Lane - I Expiration 06/19/96 Marston Mills .MA 02648 Vaughn Hoaebuilders I� Joseph C. Vaughn '"�OY3dlrotters Lane III ADMINISTRATOR Marston Mills MA 02648 �l �c•L. CO�Y�l YJ OJ^\r,W�� O �aTcs- Ga-z�x �30S7 ON. j U�-1�S/,Cj3 USj-j7S 02111 'WORXFE COMPENSATI DN I SURANC£AFfID/,vIT (iiccnsccI ;Rc<) K•ich s principal place of busincssfresidcnctsc - - do hcrcb ccrzi <GrytSu«LZ;I,) � l(7 Y fj; undo chc pains and PCn2j a ofperjur); d12r: j[) l :-m an cmplovcr prov;ding the follo"';ngwof -Z'compensation covcra�for my cmployccs Korl;in ob_ � Woo 3 6 �on rhi< Insurance Company - Policy?dumber l ) I am a Solc prooricror=nd have no one working for me [) 1 am s sole proll.- -"cror,gcn�:J cOna.-aor or homcowncr (cirdc onc)and have hired the who hzYc the follow"' workc.'cam concnctors listed bolo" S pauaaon lnsvnncc politics: .. 1�r.�e ofContr_aor I nsur-_ncc ComP-nylPOIiCT Nur:rbcr Fzmc ofContraor Jnsu---ncc CO3np:ny[ oIicy Ncrabcr �mc ofConu=aor . I nn=ncc C,MpznylPoticy Number D 1 =m a homeo.�•ncr per:orning_11 the work my'e1L l�-c1l:n�cf not rcor<L�Lr<c�civ icy-?';• t `'cr:�.%o<t`?loypercccr to 1.o t-:.•aiucczo<�ucrt,�y�Kccttc�sit�«oci <cnr:lcr<l to 6c<`. C L<bcrxc�-.;•<r iJw t�:lam oc oc cS< plcycrt`Lcri�cbel<r,�Co Frcvclr:p�<rtrestttScrcu4ccaocLpcc<C j. orp<"r_t,oc/iet�GL C 752,«c](5)).=ppl:c_t:co by:berxC—.O<C fot o T:e<os< .lover cCLcr tb<�ot]c<r:'Coca p<ctatwc Act- + <•-c<r:<;r,< tact _ . . - <CY'Ct `« cc;ca ulcl to cr.< �<p_;-cnc c�lr.tc:vi 1/�<cl<nc'Oru c!l-ic:_r<c Ior.cc�<r < f:�Jcr<a:«cr<G:-;^. ccr•:;scr.oC(� fn<cTvYccS]SGC.CG�:1Jcr<.`rrCcrrrcccwp ocrcycc�lc�?, �<i - fire c�S _ rr..Fcrrt,cr,cf� inin_3 pcnJc<: ]GG.00: 1, t �c=t�cSc(cr-•i cf_S(Cp t7 Sisncd this ctay of / . 19 liccn_<:CIPcrmirccc 7--i ccn�o r/Pc rn;rzo r Barnstable Bldg. Dept. Gs2-y Approved by: G Ro -o• 72=1^ �•JUILLSI 6E _ 1Z.0 2'a:X_2'•I:_ /wu+u- 4.r - - ---- - I I 3 LA 19 i � I I � I 1 - t— /sec4 tZoo-s�iats�ct-./� I r , 1M o ov =®r- Lnj o 1 t I 1 J s a FbLj, F DI eLL oIoI� Mal f _ I��_ f � T� I 1r(I I t I 1 0 CS s d o c%h G7k rl V4i10Li : a Barnstable Bldg . Dept. ; Approved by: Permit #:� a c J� t � 1 S ti n � 7 rt� � 1 � in v _ I r Un 9 ! • I I � � 1 S1 Ra:�toNY � 'J N 11� r © © © CL txly�tlb�!•o•JaZ.L!o c�615� I i ' kG�1'ti'lolT 9 - � f � pnsrp � SluedL,ce71o_ I��> I n?ob�sch °if N 2�1 y N o _ o Barnstable Bldg. Dept. Approved by: Permit i 13AM Ca'7.LFS 2JDr'$Yli.lifL29l Mb T:.J}l 0ilSt , I I �z IZ �ID01 - _ U 13 RE'FR lIT@ � y s 1 II v a .il I.IE\x/wig bDWg e --- - _ - 17t • - ��W CStrlZ6.C� ��r lo?,,� fl l � � w 0 S o = 6bl coy y ® O O O N LN I � � •� -t 1�,u,�Y ecru __ -�_ _'--- - - __. * o � G 1p ly ILUI i 7 � c9 N nj � n1 c>;1 v= CL. N i 1 I 1 n � I � g ol/ L �'o•, o 1 0 -------------/ 71 I � Coucr.w(c_74 p lL LO � sb- 2Y6 C,f(•O RP(>G. _bp}3 IY6 � ' r O - 906a - Gn J �• 'ILrfGHr.q Q 2 i 6— I fl- 7-r- &P904 c�c 1�.W/>DDPfbIJ GYPyrrj ks iQU56 1.LoWc11,._. _ Y� Ilj-j�-�7 _ _clnT sEA!aNT 14F—6 6/6,TOP 1/3 SLAB ( q- `—4°CO.NC.SLAB _ -- 6'COMPACTED 44 AT NOT BA DAT. WALL FILL i UNTIL CONCRETE HAS ' - - AND 50u7 7 DAY STRENGTH - AND BOTH TOP a 3CfTQY / V , .. OF WAIL ARE PROPERLY Z4 e5 REBARS,C4NT. TOP!SCITO. !_!-I I!--t I' - • I CARRY DA",=RJOF.NG wER TCP eF =I•i. '.,0 ..Y I,Ii1.,_,•, _-.•-�.!I_'.I,!__ 2X4 KEYWAY I 1 1 90 49 REBAR:,C0.NT. Jld - _ i„•� Y � .G I!!�-r l i 1, .!I!_!�L-! � ` �O -:!I-.�l!- 'I:-•Ir--il;� �: �!'.-Ii;-1ji-=i ! '-lip= { I ? 4 �TYPICAL C-AeAG-F SI AB � FOGT!11G 4, f1 6CALE 1-1/27 FHcµ I—T Nbu9 I ct Q- 'r e I } I R. t ! I :� I I I.5/ro°aucuo2 EdL•fs - p t9 4"co.:cr,�Tg s1.a5 I I i. � 1 i 2q,•Ejc.M1u 7"E�4to:DMJ!f O 3 _� I N I 9�C7F1?K.T FIU.'li'->.GW 1 0 1 ' I V6F•02 Brez1EZ 6 MIl i I t oo IIyC, 41 WIt•; J k3%I"Sr+tl�er � J Y�.rop %s wlcg r i I p 1 • o I I ITCH<:�5 � I1���I! - � _ ` 1 44GU6 ..Ex1 YIUF �oUilb�01J ca3 10 eta= �� ! t 171 !- L _TYp RooF 5Ys1t3 r✓( 1�" V �IofIG�ac 13:LfoUaY u21� See�za bu rHlk* "eti� - o . --x10 Sp:c KT�25 MEMO, l0•'4�� r �, 1 ber I. �`'' .., S�cCYCD Gl65to Chll {z'Zia 1 I _ _ O.GO t�-Pvi-j MuM6u+l¢ PP'a- Rio I'A44 � - - -- - I i Iz \ti rN n _ 9: n 6 I 11.B4Tt{ y jN- t� v � \ I , _ E -_ - _ - � - �'.'. _ -. 'I� � } �hf�C6ac♦?�P�4+I sIGIES PITcuED `1.'St,�, F�1.f ' !IY� 3'I�,• DO f I I �X�sP.-,fu� IvOIC GIUgD !I I •-'?/�' bavrv'ti:C T���' ,:� � i ( •SPre�o ca.cs�call 2 Z S II i AIaI.�•7 f - r0••n C.BI.UE60b2p j ,I �, Ii i •�2�PJl.u�Pif.•cPJ7l 11 � I'W2 b�S��k6L ( •_TfS 3>p Il/5.3Tols1S Y 1 Ptv�r`=-r' •-5�5"p.c.fxluE6oc2D IHCw ty 1 ! n c A THINK SAFETY-LEAD U45TAU ATION INFORMATION BEFORE PROCL'EW* COMPLE TE JAVELIN LAYOUT INC bB THE M5JO-T FRAMER'S POCIIEI&ME AVAILABLE • • y • ice. Jd6i I oProducts I u PIotID Lergrh Product Dlia Net Qty 1 ' MI-3 34'0' !3/4•s 2u°2.0E Mi-%,O LVL 3 3 i C -_------. M2 10'0• 13/4••117/B'2.OE MI-11-0 LVL I 1 -- 1 _ _ LEVEL NOTES cu-ort Dot. 5/22/2017 O leJ I' I I I I _ L<vel Nome: Roof _ ,°�'•�.In BuiWtng fade-Design Methodology: IBC 2015 ro m I a 1 I n o m I I oe�ign Oiteria: v1 u1Oi a e c I 1 I 30 PSFS—load C w x f d m 15 P5F Dead load • j I Ind I I------------ I 1 1 1 I 1 I I I I E -==ram_•__----'-- - -- I MI.g__________________________.__- _-� a I I I I I I I I I 1 1 I ; i j .3o LF`rFJ„t a 1 I n^ ,=,Ng o r i I K PIscNEb Bv�r couY�r l ovy 5�e,CDKPl_Y I Lssy zlu. s-es I _ es 16f t ?� �< I✓.0c_ 40tt r 16-y4. I LY'gf=t v! I-Il�g"Pi Ivl I��5�c:Ei.pI�IG• 0 --L- ------ - — -------- I t� ------ _ I o 0 C-- _ z�yq/1'Lv LIZ r nEer�•3, 1 1 W 2xIL1.✓�'�=s.'1u�55 WK I r� �+ o LvLf --f LY 7/4"Lv ?X9 r;Pmws I!,-%. J I WARNING _v--•q., maw e Q -: +.eo w.me ma.o,e m,artr y; .r,� �p-rl.Lf• -rmr- 7L� `!wd n.w- ••-.••:I--1 _•i��r SYLOOL LLGEND ao • aM+vm>.: :�i l�r� ,I f�` �'U.• �..._.._>. � \ ��r -�.•i.��,....:.'ir.,-_ Fxm.^ h he •-- �.— .�. ... .may fnI i•..)y I ^L�'t,„a �t' dy' r? n.wx 4.f••- wyY+ m�mae _� =..,�uI Psim U30 m ` P_$ •Jl:f�' _"" 1�yJ -{\�. .vwaam --` - - tine Laoe W IQ a0 aOXarmenJe,m DOM) i� rr.�-_• ��•�••���• �I •I ebanp� m,gA.eea.nv ,v i"•C� - vea LCaJ 6 c, Y wucwreuraea e�...pe,aaa - >,®n..ab ••m a,,..o,.a.-..a.,m " .+- c N,..e,y.r�c.•.•:aw a,a,iuu PROJECT NUMBER: w.A.wcxa _ y -" tsee r'nmere Facr<,Oume7,_,aoAw m+rsn mmo rec n..a� ma >_ rr> b am.a. _ ^�mcPo'm�•y, Mi.u`... m...mrs.sw.e ` I e •+ �- abm\ / . mu a�a6 a.6 'Yepoe�a I Immmmwv _ _ _ __ w....•.wrs � �t 4 �_ �, Nc,-LCAtl=c3Rnq 4i:ll_ B17-0447 '=i:�'�:°°_ • ...........�... _..�_ fa.� '„/'-.b o.„•o... SHEET ' A- a..n.w�....mw ,w.Aeoem o.•.,,..,�mawe. roenm.m �� s� `!: y eav ,. .. °z.` ' 3 3 w. N • G STRUCTURAL PIPE COLUMN OR: T' Y __ '\_ 3 1/2 CONC. FILLED STL COL. = R I I NOT TO EXCEED IG KIPS LOADING f „ 1 'TYVEK'HOVBEWRA? `I </OR S' IN N_IC:'T. BITllINOUS JOINT FILER, �• --'< TOP OFF I':/ FLEXIBLE •� 4 `'- 1�'47%PLYWOOD— - - ''t-.. ' C" CONCRETE SLAB :O1NT SECANT, 6 ~ 2'6 s 16'O.C. i` -� 6 MIL POLY VAPOR BARRIER-� SXAF:EX ]A° . i. t� >`•� CONE R'E FOOTING ' Ic 3'-O xp'-O`x1'-O" t 3 TYP7Ca.L Wail BERGL SS INSUL. ) 9.ASE PLATE 6X6 6/6 W<141= TOP i/3 G S-AB / L-MIL.POLY VAPOR BARRIER—. "S �KJ _7 G.W.B. I T rw=l YW { ID.Sue-LOaz ALUMINUM FLir-1-I t.'Cy GLUE s NAIL TO b STS A- SIDING SEE ELEVATION /- f ` •C -------------- T1=RU BO_5 I 6 'c 2�AR_ coNT -� _ 1. I LExE¢ i J 1PERi I - C r cOT- v A:5 (,P PICAL' RI'?.asT OR DZL. ^�E-ER— f cSt." BT. K CDx P.T.PLYWD ,: ----J= G NDfGH 4x6 a05T5 1 I 1 JOISTSIZE6 ' + I ```1^1'/' I.I rtyz s T{RU BOLT 9EA�' { SPA..:NG'Jf,FR_.,ING P�1N 2xd P.T.SILL I 1j - % ( ) t I`II I. Tie" T_ REC=S BOLTS) I METAL S:" SEALER d FRAM . HANGER 4I q y � y a c_ _' r Ere'anr.NGR zoLr a K.c. i. 6'xb'P.T.POST ,`. wB'xES: 'EDdr2 NO-G_D OUT FOR ell1:•' I •.) ♦ �'. ,A EEai'I 'I' FILL SOL TED A TAM?5'OUT FOR �1 I SIMPSON ago" _O C, 1'/F-.5_CFE:PROVIDE T �PC. BASE 12'B"J O.- STONE '^ � W4ER_NO GLITTERS 'N- e•-a EXTEND 4'-0' - 2•EB R'3AF5 CONT. 9_LC..:F:N:SHED GRADE 1 [AROUND ALL PENINGS a I' (T`.'PICsi) l e DAME -FIRS -- er'c¢+.ocvo.v--_•- /y�,COLUMN FOOTING DETAIL \ / ' SCALE 1-1/2" 1'-0° S = 0 0 ( 'T PICAL DECK C� SILL DETAILi _ 3,_�TYPICAL SILL DETAIL Q L-GALE:1 I/2"=t'-D" SCALE 1-1/2' - IT% Q --11 P C, N n � nV' I COORD.=IM.W/ j SIT.-T.PiLLER, DOOR LOCATION 1 _ OF OFF W/P_E%IS:E 6'APRON, TO 6' I .�1 C JOINT SEALANT •DOOR OPEY:NG f 1 I GAZ_GE DOOR (` 1---t+4 6X6 6/6,TOP I/3 -1. -All ?O N?BACK-ILL WASHA_ ^JT.J7._- OF ELA9 VI MT I'_CONCRETE HAS Fig ER, '<O ES REBae ATANED T DAY STRENGTH - -OP OFF W/FLIXISLE ---4'CONK.SLAB ,_OAT.m 1 \ OF BOT:.•TOP 6= TKPI _ JOINT SEALANT PERIMETER-� I II /�O-Cc MAX B 3'_O•" WALL ARE PROPERLY / GALV ANGLE ur/ca O.G.MAX. -WWP 6Xi 6/G, 70P 1/9 CO NOT 2ACKPILL WALL FILL _ _ _ I 6x6 6/6 AWF -llll`II" r OF SLAB UNTIL CONCRETE HAS 1 ,h TO?1/3 Or SLAB _ AND INun S DAY 5 TTCH F. 1 T'- 20�i R34R5, COAT. I I I -4'CQYK.SLAB AND 3GTLI TO?<SOTTCH •,�r" . 1 TOP 1 BOTTOM _III71. .. OP WA.ARE PROPERLYi I i _ SERCURED.CARR _ al I. OTFCC, DAM?ROOFING FILL.OF OF C- I� _ '-i 2•ES R= Rs,co-. I ON J I=11 — (" 2x4 KEYWAY - ^�1 C-AR A__Y O` (c 9• TOP OF RE3AP5,CloNr '�' • : r .I. 1 'I(�`.I a� t'I! 1-. I I =-L'- ."• Q G C ° a4 KEYWAY 2X4 KEYWAY V I I II ICI _ II _ I • _ I` l I 1�___t 04 BOG Ii _ 2•x RERS, CONT. 50-5 REBA.RS,CONT.- I' • I.• 1 BA -u1ill I�.i lI''11.I 11. 1 _I Imo- - - =1.I'= _ � I I-ill i -1 I_� I I I II -I I I _tI, ,�' _�. i.` i�\.�\\- \ / ♦' r f�'' � � \ '` O I{_. 11 I f: -= l I l - �. 11 I 'Ell r l.. .:•,.�•,. .. IT W _I I _I -I_'a I I i a-1 6"GO ?.Pl-L� 0 :eGvatrAi a slmt®1W•S>i _. ; £ D-T� caLSLAB e ;oo_�G _ �OGA<AGE APRON DFTA.L �v�n•�u� J SCALE 1-1/2" 1'-0" a�TlICAL GAR.AG-E SLAB ¢ IFOOTING LE 1-I/2' v_p° i THINK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDING UXLUOES THE -- ---- ®. A COMPLETE JAVELIN 1AYOVT TRUSJOLST FRAMER'S POCKET GUIDE AVAILABLE AT rh /wad /d I'Ma R 9001/ C • V J I - m E Products V Plo1ID L.th Product - Plies Net QTYu J16' 16'O' 91/2'TJIM 230 1 8 e J12' 12'0' 9 1/2'TJI®230 1 2 N 1 TSRIMI 16'0' 1 1/4'x 9 1/2'1.3E Timbe,Str.,10 LSL 1 3 C Accessories OIri m PIatID Letgih Product Plies Net CnY T p v 1 m 23/32'x48'x96'Weyerhoeuur Edge Gold Pone)(0124)TA6 SF 1 7 a `n p N W 1 LEVEL NOTES to f v d (0 Current Date: 5/22/2017 Ua Level Nome: 1st Floor x 'p T m N v 1 MiNmum Level iJ-Pro Ratirg A Joisi: TJ-Pro rating a 40,joist=J16'(i1809) C .mi a C y", PL:49.2K� Maximum Level TJ-Pro Rori A Joisr: TJ-Pro r' J v• -F X rg ro ug c 58,joist c JI2'(iI849) -O E -�' Buildi Code-Deli Methadol IBC 2015 TSRIMIA3 FLOOR a Fbor Caatcinv: FC1 I P x u l/sdOeeupo_ncy. ResidentialUvi Areal .f., Floor Area Loading is: 40.0 lb/ft'Live Land d 12.0 lb/ft'Dead Load as :i Maximum Allowed Deflection: U480 Live Load 6 U240 Total Load E TJ-Pro Rating Information: c I Directly Applied Ceiling: Norv: as Decking Attachmern: Glue and Nall t. 0-king Material: 23/32'x48'x96'Weyerhaeuser Edge Gold Pare)(0/24)T&G SF -` Strapping at max 8'ox, fibre N ' A3 f� J16' ,! 16'O.C. L o TSRIMI r O �TSRUAI J o _1 �I LL _z Q 0 ' zl 0 t sluee 16'O.C. +Sm6"D.C. Z O ; N P SHOP DRAWING / SUBMITTAL REVIEW THIS PLAN PROVIDES SU➢PLJMEAMAL INFORMATION TO THE ' DIMENSIONAL LUM4f-R n10TF ORIGINAL ARCHITECTURAL&SFRUCTURAL DRAWINGS AND 15 NOT FOR CONSTRUCTION UNLESS REVIEWED AND APPROVED _ _ ��� m+��,.jp^ -~ " v_ Dimers:arlol kenbv has berg i.halod far We uhaevser Ed Gold Ponal is the 6)veLim suggested 1 SYMBOL LEGEND BY THE PROJECT ARCHITECT AND/OR ENGINEER OF RECORD. o WARNING u )� - ^" � cam ^T pr. I.WiN purposes only.No engineers g has materiel It will NO be Included in you quote.The panel ma viol NO PROFESSIONAL ENGINEERING HAS BEEN DONE OR IMPLIED. mibnivtl01iotl°0rv"°°"'s' �:5, ! •N�.en =r'= y becnperformedorshouldbelmlidonan _ Bearing Lengm Requiremem ALL METHODS OF CONSTRUCTION MUST BE FOLLOWED a,.ryo exw. ^.`+�•^ P Y list on this layeur Is provided es a mvrresy. > r:� T �^ dimwiorcl k-bv sins ACCORDING 70 THE DIRECTION OF THE PROJECT ARCHITECT O V l� - "�^^'m^t _ Per wrens pricing please contact Your sales reprcsectative. ♦ Paint Load ANDJOR ENGINEER OF RECORD.ALL MATERIAL V ylr` w,., •n aa''o— - -- s Line Load SPECIFICATIONS,LENGTHS,QUANTITIES,DIMENSIONS AND I a 1 t�1 /r am. —.-_-r^ OCQCtl•�."_-- ���aesv�a�avco r s r �e���-i FIELD :FIC — ASSOCDETAILSMUST R17EVIELO PRIOR TO RD R ALL < m u O ATION 'y�TF $TRANDSVARDO NOT. Area Load A550ClATFO PARTIES BELOW PRIOR TO ORDER PLACEMENT 1 Con-,rocror ro ere^iry all frmnirg areas 1.3E Sttnrd6urdO Tmbv5rrand'D LSL is the BkxLlrx cherrative PROJECT NUMBER: ao�*..epm ^ � aoror.we " -"• • �� ,�,.,� �w j�^ d�meuions,apenings,badirg mnditians,etc, far PTfoundatlon wall sill plmes and will be ire)uded in yw quote if yes Nu..Erykreemd WuuJ P�vwa APPROVED w+th Archn.ect� (See Framers Packet Guide) wawruaraecur. 1Vn> y." "- — *an,euremmpllance'K`witharhitee I eontaineainrnemateriallisr. � APPROVED AS NOTED B17-0447 �> as am raaawa.s a...wr,..rev> w ".• 1 .... �� u}sim >w>aE-'w .r o>ae a„a•e¢�,e. eonXa.. drawing'. _".. N—Laad Bearing Wall �. rai�� >arcaTr,� vT �yT Ascemed Framing D'ueNen REVISE&RESUBMIT ® ---• =w—®� _ J"_- � •'^°' �tl® Joists may be shifted 3"from o.c.spacing to avoid hanger REJECTED SHEET Aninterference/plumbing drops. Do not cut joist flanges. APPROVAL NOT REQUIRED* ' x`•d�..t.�..a.wa.a�n�iwn.�a^sen1nc'' ,u�ro�=41,ew"w`•" ==_-_'-_---_ V./c r4mr.wemwem>mar� O b .awnacrwn r• _ _ .- v ormmi rmrr aa.a,c i Acca tea for Informal Informational vuvoeea onlyl0_ J - ,•AaRsp aHa7ALQUIIL•Hera+: PnF 1oat-1 with rWfForMn.Prn trial--inn www n,lffart—rnm .. TKD4X SAFETY-READ INSTALLATION INFORMATION BEFORE MOCEEDIN6 I • A COMPLETE JAVELIN LAYOUT INCLUDES THE TRUSJ075T FRAMER'S POCKET GUIDE AVAILABLE AT yy rweverAa cog/woodpL jf[Qxumetrt-IiWn/T7-go01/ Q � • ♦ Yw rJ _ m E $ i Frosting[omecrar Summary _ C Beam is deeper than flour c4raainv. , qtY Morwf Product Skew Slop, Backer Blka Filler Web Stiff U ivtall top of bran flush with 1 Sim HH6U5.50 M1=19) - N° W No t f-uta and bulb down into ( ShiN Jolsr to g- - °pO J0 °9a V ac<omodate burger. ! Simpson HHV54to - No Na No CI A3 A31 2 Simpson HUSI.81/f0 W N. W a `�75RIMl M2-3 ITSRIMI 62 Simpson IUS2.37/99 W W W O N I rsa vii -- Products— to G V N A �11 1 E PIotID Length Product Plies Net Qty L a n p�p?' a Beam is deeper than floor mraai�. Jl6' 16'0' 91/2-TJIO 230 1 7 L VI u�j Q R O w x g D to £ INrall bottom of beam flush with J14' 14'0' 9 1/2"TJIO 230 1 38 O m bottom of jaista and build up bite attic. 7Bk1 10 10 5/8' 9 1/2'TJIO 230 1 1 V n m E m mo 3 I `u TB II t- 78' 8'0' 91/2'TJI0230 1 3 C a rn`•� w F 161 O.C. I� J6' 6'0' 9 1/2'TJIO 230 1 5 c E ii.. _ J4' 4'0' 91/2-TJIO 230 1 f0 1 0) m c tL MI-3 IB'0" 1 3/4-x 24.2A vo E Milk-0 LVL 3 3 a \I errs M7 i TSRIMI M2-3 28'0' 1 3/4"x 20"2.0E Microllom0 LVL 3 3 l al :3 7i4' - 0 16 O.C. ! p - M3-3 26'0' 13/4'x 2P 2.0E Wooll-0 LVL 3 3 T 1y1 A3 M4-3 IB'0- 13/4"x 14"2.OE Miwlkoris LVL 3 3 M5-2 40'0- 1 3/4'x 11 7/8"2.OE AUcro11om0 LVL 2 2 E M6-2 10,01 1 3/4"x 9 1/2"2.0E Mi-11-0 LVL 2 2 ry i �. M7 9'0' i 3/4"x 9 U2'2.0E Mi M3-3 wllomO LVL 1 1 _ _ MB 2'0' 1 3/4'x 9 1/2"2.Oc`Mi-11 m0 LVL 1 I a yrs9 y i T5RIMl 16'0' 1.U4'x91/2'L3E TimbvStrandO LSL l 6 1 Accessories 4� PbtID Length Praduc_t Plies Net Qty 23/32'x48'x96-Weye hatusv Edge bold Panel(0/24)Td6 SF 1 31 se LEVEL _— J16 Current Dote: 5/22/2017 A3 e I IV D.C. level Nmnc I lid Floor Minlimum Lcvcl TJ•Pro Rottrg d Joist T7-Pra toting=46,Joist a JI6'(i1945) r J14' Maximum Levei TI-Pro Rating d Joi9r. TJ-Pro toting a 67,lout r J8'(i1888) 76 ly� BuildingCode-Oesign Methodology: IBC 2015 16.O.G • 16 OC I FLOOR O FF I B4' is. I Floor Container: FC2 } aJ 1 �w 4 u'^ r� Vse/Occupancy. Reaideniwl5lee i Aram J Flaar Area Loading is: __ 30.016/ft'lire Load 6 12_O lb/fr'Oeod Land __ __ 6 O.C. - - Maximum Allowed Deflection: U480 Live Load d U240 Total Load 4 A3 A3 M5-2 TSRIMI A3 TI-Pro Rating Information: O g e Directly Applied Ceiling: um5/8' I O Decking Attochmerw: Glue and Wit J ZDecking Motorist: 23/32'x48'x96'I Stropping at Max 8'o : Flatlx4 -- - LL 'Split joists ever wolf to ( N elimirwte uplift en porch boon. - y m'N 3'P P Ste c Here l6 OCAS I 2 a O ' 1 SHOP DRAWING- I SUBMITTAL REVIEW III I THIS PLAN PROVIDES SUPPLIMENTAL INFORMAT70N TO THE ORIGINAL ARCHITECTURAL B STRUCTURAL DRAWINGS AND IS j DIIA iONA NMRFR NrITF EDGE SOLD NOTF NOT FOR CONSTRUCITON UNLESS REVIEWED AND APPROVED _ �+�m�� �~9 Dlmenabrcl lumber has beer,included for Weyerhaeuser Edge 6cid Panel is the BlueLinv Suggested panel SYMBOL LEGEND BY THE PROJECTARCHITECTAND/OR ENGINEER OF RECORD. O WARNING ��^.» .. )qR m ���xr kadi g pu poses on y.W engineering hasisl.It will NOT be included in you quote The panel marvel NO PROFESSIONAL ENGINEERING HAS BEEN DONE OR IMPLIED. `� tL` �'•W been pe f—d or should be implied°n vry list on ihu t ii ided as s court .- Eeadng Len81h Req.b.onem ALL METHODS OF CONSTRUCTION MUST BE FOLLOWED ' M! G; - dimwianal lumber shown, layeu prav ACCORDING TO THE O1RKTlON OF THE PROJECT ARCHITECT o •^s•d1w wry,y .�.� -,�,,, ,�„�,• r-/� J _ u• = r For current pricing please conicci ya:r sales rcprcsentarira . Point Load AND/OR ENGINEER OF RECORD.ALL MATERIAL w r -r• Sy ^^^�' ^ �er�tl _ I n Line Lwtl SPECILS MUST BE REVIEWED AND APPROVED BY ALI AND a u O (m w ` -Wv......u._ �apvawm >� ASSAILSMUST R REVIEWED PRIOR TRO ORDER By ALL ¢ m l'l.O V�J`.��.'','=..' v � r•� � VERIFICATION NOTE STRAND6UARD0 NOT Nea Lcatl ASSOCIATED PARTIES BELOW PRIOR TO ORDER PLACEMENT. e�m� o m u®e mw Cori-to,to verify°Il from g atom, L 3E 5 e�6�d®rmbvs °d®L L'u the B url u alto ne he v PROJECT NUMBER: pu. aawor.m eu -� et a ,-• dimCnsiaN',epeninga,loading mnditi°ns,eic. for PT foundation wall Sill tot es and will be included in eecat N,..Ery:,emca Waua P�o,Ao:1 p ycurgmteif APPROVED • wAaarAArxssuer. °�°� /mn��m •-----.-�^ with Architect/Er i c - (See Framers Patkei Guide) - ia ce pricy lursrwctian onicirwA Ir.rhs motviol list. _ w _ ar suecompl-ingtha chitec ual APPROVED AS NOTED 617-0447 tskalpop, awl mm°.xr1w.•••rmwer.mw "' �' ,'.o - �a.Sv>rts rw tpv t>viEnwper atrO�'°�xre'°"�' e^^^^w^" dranngS N-1-080 BeaM9 W01 r.•r�'' •maw'w nrrYptm.•4rpnp4wa�um As—ed F—ft Di-tic^ REVISE~ ..m.w•......w.•< mw, SHEET q" `=• •��-'mow �-�. _ _��' =' °° �� Joists may be shifted 3"from o.c.spacing to avoid hanger REJECTED - ram-- interference/plumbing drops.D0 not cut joist flanges. APPROVAL NOT REQUIRED* . . .,.wm�,•.. - raawa.�� O�w wwa�w ^ raw' wrn�..nw.esiwn.�u.-..igeo.�:p upu....e." --•`-' O/� ''r tu •-Accepted for informal informational Purp—only 20F3 `J nm._.menr.nlmew `/ riw.. w v tra>�-ea err oro-.,s x:amme,s xornamra ro cur.. �.� wwd eero=a.a.. v•rarsCyr,woTwryunera'r,4asu+ra Pn;:rrwatvt udth mmo t—Prm Mal—i-uA.au nW R-t—rnm THANK SAFETY-READ INSTALLATION INFORMATION BEFORE PROCEEDAI6 COMPLETE A JAVELW LAYOUT INCLUDES THE TRUSJOTST FRAMER'S POCKET&VIDE AVAILABLE AT xww.wev tbg —__- • •e o X . 0 .— i m E Produma 8 PWID Lery,h P-d. — Plied Net Qy e Ml-3 34'0' 1 3/4'x 24.2.0E Mi-11-0 LVL 3 3 c M2 10'0' 1 3/4•x ll 7/S'2.0E Miuollam0 LVL t 1 m 7 ---- ------------------------------ a I 7--------- ---r---� LEVEL NOTES C.—Date _ 9/22/2017 m N Isvel Name: Roof .. N m m m s I I BuildingCode-Design Methodology: IBC 2015 O b p n o d Roof Deaiga c i,.H. I I I I 30 PSF Snow lmd I i 1 15 PSF Dead Load f O t oa N c • c m.. m ------ v m r a m I I _ 0 I I I I T I I I E 1------------------------------------------L- a I "i—.—.---------.—M).3 I I I I I I I I I I I I I I I I I I I 1 I � w I I I I I— I I o I ; g a 0 0 0 I 3 0 o z 0 I; 0 WARNING SYMBOL LEGEND Bea4sg Length RaQ•auemem ..e. ... U3 . — . Poin,Lad m //��•�\ /�,(�"_��'" __L- ( a .e r' V :' �_� _e Lf-Load a o • �j�J �+ O�"i-�• () ��±-- _` em.mum'wM°r \�"==_ .—� _ Area Load m m u ssw. ooxo...n..mw mns+uo '•••- �••.••�••• O®.r .`>em.—..sue, / _T•'� •� PROJECT NUMBER: • ao con ��� oo.ar �-..w--' •- @acs@Nw.EyiiuJ`Nawl P,udW aAmr'.,.vaeaur. m Mseiax>.oN.�..e '� •—•• •� • _} (See Framer',Pocket Guide) rg— mdmamvm e+xwp w.a,'F1anw.a •.• B17-0447 NcnLcad 8oaM9 Nall — *�e�•a•o..,r•+.e.+w•s. ^m H.'I rL�Assumed Framing Direcucn .....s.....,..,.a.............w.,...."w..w�_ .. } �Py'.a..,aKr '( - SHEET — 303 ���pING pEp�. B SEP ti p 2019 10w N OF BARNSjABLE i J 7 • 318b1SNab8 Jp NM01 Barnstable Bldg. Mpt. S" i 6lOZ � Li�-._. Approved by: 1�0 - �,\�l� JCS ld30 ft SMOKE DETECTORS REVIEWED Permit#, all(18 i BARN E BUILDING-DEPT. DATE_111VAll - IR EPARTMENT I DAT BOTH SIGNATURES ARE REQUIRED FOR PERMITTING L f 14 I e bra I i i 2Y6 ST'J2p>�, - - - - - - - - - - - - - - - - 03 -._ I✓C)6 Ilk f iVn I ,} OI I �"__. i`•I?euz.'-a��o } :�e�' 1saozr�-__.1 =`�/ II __ _ _ _ _  _ — -=', rn 3 ( � I jI /'Y 1 t I �• �- 6l I a o; -. __-- . I y �v� I I — I.1�:;1!%%pi�i l�U \��/ CiXi�I�•6�'S�USIii �WPLL�- I. .�XIS-L�a 1c bl.�' � � v� L. • I i 2EM TO,�S R U� EVIEV ED -= "�- iG,'DEPT. DATE l TEQUIRED FOR PERM T E i o I F(D Barnstable Bldg. Dept. I I Approved by: 1✓ c Permit LLCI '�4� ' I I I I I Ia..• a>��.• __. I Vr - ' 1 _ —� 1 �-- — q I �IlJIv_ LC I I ( ?I I ---_ - K. _ 1' 3. Q`shaKc caZG — Paz �'— -- — �� \' � if -' 'I- Yo-aS_D Ck•a4G �H80 \ i — - --- ".:-=--- -- -_. ? \ 1 _C10 r"� 1 I'LJ I � �• I mot- �C��, � I � i� � 1 �--- �0 J1 - 1r +i �' °-- '-�------ _--. __.._ .-.._ I "'•-9�-—.-------_j— g•.o., I GXI �I`_�` yr � Xry 1- I (I 53=.y WE � Lr.�r,• �:�t.,i I I�•`.1 rCor:�s �:�u� i'!����- rim. a — ,; , �L f s SMOKE DETECTORS REVIEWED Barnstable Bldg,.`Dept. - Approved by: BARNSTABLE BUILDING DEPT. , DATE Permit #: V-r-lf � FIRE DEPARTMENT DATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING • 1/ i C Go2 CAri� L� . . - � _ .n ._. .. _ - -1 ---c •---_ . - � � �` �• _ - ` - _ - ice k KEY: EXISTING CONTOUR: SEPTIC SYSTEM DESIGN SEPTIC SYSTEM SECTION PROPOSED CONTOUR: ............. 2"PEASTONE OR FILTER FABRIC EXISTING SPOT ELEVATION: 25.5 FLOW ESTIMATE: FIRST FLOOR COVERS WITHIN 6" 3/4"-1 1/2"DOUBLE LOCUS PROPOSED SPOT ELEVATION: F2575 4 BEDROOMS AT 110 GAL/DAY= 440 GAL/DAY 1-105.92 OF FINISHED GRADE WASHED STONE TEST HOLE: __j 4 TOP OF UTILITY POLE: -0- FOUNDATION INSPECTION PORT CEDAR ST SEPTIC TANK: FINISHED GRADE FENCE LINE: ELEV.z 94.12 HYDRANT: 440 GAL/DAY X 2 DAYS= 880 GAL 4 3'MAX. RETAINING WALL: 33,5' USE 1000 GALLON SEPTIC TANK(EXISTING) 100.7/ COVER 0 ELEV. (1'MIN} LEACHING AREA: (ADD I CHAMBER WITH 4'OF STONE ALL AROUND) (EXISTING) ELEV. 41 --T . . . . .. 8.6 2a.82 . . . . . . . . . USE 3-500 GALLON CHAMBERS(8.5'x 4.8'x ZEFF.DEPTH)WITH ELEV. ELEV. 91.2 LOCATION MAP ELEV. D-BOX existing proposed ELEV. LOT 15 (43,786 SF) PROPOSED EACH AREA 4'OF STONE ALL AROUND (33.5'x 12.8'x 2'DEEP) F.- 1000 GAL (EXISTING) 4- 4- ASSESSORS MAP:109 PARCEL:01-01 25.Q' SIDE AREA: (33.5'+12.8' x 2 x 2=185 SF (0.74)=137 GAL/DAY SEPTIC TANK 33.5'x 12.8' -> LAND COURT CASE 40559E ........ TEE SIZES:(TO BE CONFIRMED) 3-500 GALLON CHAMBERS WITH CURRENT ZONING:RF .. BOTTOM AREA: 33.5'x 12,8'=429 SF (0.74)=317 GAL/DAY INLET:6"UP 13"DOWN 4'OF STONE ALL AROUND MINIMUM BUILDING SETBACKS: OUTLET:6"OP, 14"DOWN ELEV. (33.5'x 12.8'x 2'DEEP) F:30' S:15' R:15' CAPACITY=454 GAL/DAY GAS BAFFLE ADD 1 CHAMBER WITH 4'OF STONE ALL AROUND EXISTING LEACH AREA AT OUTLET TEE V71 N 96 TEST HOLE LOGS TH-1 98.0 TH-2 96.0 ELEV. ELEV. A HORIZON 94 / A TOP AND / / go TEST HOLE#I SANDY�k bT� 61, 1 OYR 4/2 97 SUBSOIL 150, OLD ABANDONED ENGINEER: DAVID MASON,R.S. .5 12" 95.0 A LEACH PIT WITNESS: NA B HORIZON I SANDY LOAM CLEAN EXISTING EXISTING DATE: 4-13-2005 37" 1 OYR 5/6 94.9 MEDIUM WELL SWING SET PERCOLATION RATE: <2 MIN/IN SAND ---- --- 12 C1 HORIZON 98 01 1 AS SANDY LOAM PROPOSED DRIVE EXPANSION 40 1% / TEST HOLE#2 108" 1 OYR 6/4 89.0 4 th-tli�, , a® %%�, t h.2// ENGINEER: CAROL YOUNG. C2 HORIZON 11 ') / ON \ /36"Oak,, J, WITNESS: ED BARRY FINE-MED SAND (LP) DATE: 1-23-90 2,5Y 7/3 EXISTING DRIVE 00 156" 85.0 156", 83.0 PERCOLATION RATE: < 1� 2 MIN/IN -- 01 NO GROUND WATER ENCOUNTERED 96 98 100 NOTES: 1.VERTICAL DATUM: ASSUMED 2.MUNICAPAL WATER IS NOT AVAILABLE. 44pl� 'Ile REMOVE 00 Uu P. 3.SCHEDULE 40-4"PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM. EXISTING 00/ 4.ALL PRECAST UNITS SUBJECT TO TRAFFIC LOADS TO CONFORM WITH AASHTO H-20 SPECIFICATIONS. 14 GARAGE R"A' 0 fff 5.PIPE PITCH= 1/4" PER FOOT(UNLESS NOTED OTHERWISE). Pft 6.FIRST 2'OF PIPE OUT OF D-BOX TO BE SET LEVEL. -v� Ile I fti� 194 7.THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE USE OF A GARBAGE DISPOSAL. 104 CO , '"`* I 8.ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE STATE OF MASS.ENVIRONMENTAL 96 o 4 en e t CODE(TITLE FIVE)AND LOCAL HEALTH REGULATIONS. OR, boulders A 9.CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO CONSTRUCTION. 104 co 96 40 MIL POLY LINER 10.GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO EXCEED 31 WITHOUT VARIANCE. 22'x 2'DEEP existing Ede Co C) 1000 gallon' 12"oak TOP OF LINER=94.12 k-1 11.FIELD SURVEY PROVIDED BY TERRY A.WARNER,P.L.S.,HARWICH,MA. 60�4 BOTTOM ELEVATION 92.12 gy,4j septic tank) $ /I 7 stake 12.THIS PLAN REQUIRES THE REVIEW AND APPROVAL OF ONE OR MORE TOWN DEPARTMENTS AND "OQ. 12"oak on1ine IS SUBJECT TO CHANGE UNTIL SUCH TIME. THIS PLAN HAS BEEN PREPARED FOR THE SOLE PURPOSE OF CONSTRUCTION OF A NEW SEPTIC SYSTEM AND DOES NOT NECESSARILY REPRESENT A FULL DETAILED PROPERTY SURVEY. EXISTING Q 100 WELL 13.D-BOX TO BE WATER TESTED TO ENSURE LEVELNESS AND EQUAL FLOW. 98 14.SEPTIC SYSTEM LOCATION AND ELEVATIONS HAVE BEEN OBTAINED BY SURVEY FIELD WORK 104 110 AND RECORDS AVAILABLE AT THE BARNSTABLE HEALTH DEPARTMENT. PROPOSED ADDITION 15.ALL UNSUITABLE REMOVED SANDY LOAM,APPROX.9'DEEP)WTHIN 5'OF PROPOSED bed 24------ 21 LEACH AREA ISTOBE AND REPLACED WITH CLEAN MEDIUM STAND oo 102 roof F room bed room 16 96 bed room bath bed(laundry room lose- SITE PILAW l 61) �k 2nd floor deck 7' Ot 0 LOCATION:0,a,�� 24' existing master 98 bedroom to be existiq bedroom of made into 2 bedrooms ew to be aundry room 10 HEZEKIAH'S WAY, W. BARNSTABLE, M EXISTING ove 11 r THO-VO WELL rem Y I PREPARED FOR: 9 kP �T existing garage MoLE-L1JAJ'1 C 81- f 11, IV" 2 WILLIAM SMITH 2' living dining porch 24' 0 No.3534,71 famil room room DATE: 12-4-18 SCALE: 1 30' y room mud garage 18' room BENCHMARK AT RIGHT CORNER kitchen [bat7h1dy OF BULKHEAD 6' Lto BASS RIVER ENGINEERING /V I 7-4 ELEVATION 105.13 fbh 5 Op 7' ?2 --96 deck 91 VV P.O.BOX 1163, EAST DENNIS,MA 02641 24' 9.48, 1st floor PROPOSED ADDITION T116MAS J. McLt-CLAN, P.E. M18-66 EXISTING &PROPOSED FLOOR PLAN 508-364-9048 <� ` Qom` tl f TEST S,I, HOLE 0 L� LOGS 1 0 � ENGINEER:. 2 � WITNESS: OAT E: ` I P ER C. RATE �7— PERC. TEST # Af 1 { Z , I 0 — #?S O ,�^ r TO O T OP AND UBSOIL /�G S S SUBSOIL L- ----LOCATION MAP (tray TO SCALE) ASSESSORS MAP ��y, PARCEL e'�O/ 0 U�'' l� r Ct� � FLOOD ZONE 2� 'Ia v NOTES: 1 DATUM IS _ . S� L1'yI G v ..��✓�GJ�G C�1rJ/4 _ _. � 2. MUNICIPAL WATER IS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4 r 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE -AASHO -H � � /t,lD k/.4'�,�'- ��/Cf•uwTr..i��.. J 5. PIPE JOINTS TO BE MADE WATERTIGHT. tLz1 / �`"` ~\, 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. / , SEPTIC PROFILE; (NOT TO SCALE)FiT - T.O.F. AT EL �3 s f' Rf', v( Co✓� 'Ta r,' ,r� I Z t ✓O ai �] .•� CTA�+ �/ J / •• ' � �" � 6tT A_t� k Z • l /f (, :` ------- �� MINtAAU1w1 1' OF COVER OVER PRECAST %22 v �j�X 6 RUN PIPE LEVEL � � FOR FIRST 2. �I r 1 _ _ i ,� ` ij _ f•/ , ! d 3if, "l- LEACHING.I�f ° ' �lG.? GALLON SEPTIC - f' ! _ /'4 4L3? �Q _._..._ TAfJK aEPTH of FLow _4TEE SIZES:INLET DEPTHyv✓AlµOUTLET DEPTH = -_SCOPE) (�% SLOPE) (_x SLOPE) 1/2O 7.- r" FOUNDATION - SEPTIC TANK - ---/` - - -__ .._ D' BOX -��--_. - Il — FACILITY SITE AND SEWAGE PLAN — `" SEPTIC DESIGN: (GAxeAGE DISPOSER IS � � DESIGN FLOW:^ BEDROOMS ( " GPD = 222 GPD .c =-- ) �ti� 1 �/ USE A =�� GPD DESIGN FLOW SEPTIC TANK:_ GPD (%-_) _ GALLONS USE PREPARED FOR: -- USE A GALLON SEPTIC TANK LEACHING:_ - - — --- BREAKOUT: _ _ SIDES: ?. /A; — `_' GPD -3" p 30 6r `�o Feet ------ -- C--) ---- — --- GPD FROM EL " +7C / a 7�5-- .3J (lsox) � BOTTOM:�.��-- - — (---) _ SCALE: �---- DATE: --- ,- — I --- 2- TOTAL: i�` �_ S.F. ���-� GPD SYSTEM IS ? FROM EL. _ # -- down cape engineering, inc. �fr :�/,Q•-��'tre� 3� ��� - - .gyp �s `M 4. CIVIL ENGINEERS AANE H `AEG ��'� ARNE v's. LAND SURVEYORS BOARD OF HEALTH c,vu 7 PHONE 508-362--4541 FAX 508-362-9880 �• - �- �_. y � - - -- . ems - - - --- ' � y - .,.� _ -- - - - �n w n �� s,, .. S. DAT aow;yr +n* r c ^, TEST HOLE LOCHS , I /J � ENGINEER: G99� Yt-*-IA �rWITNESS: z �DATE: zzz /PERC. RATE _ -- p /,.� /ZEIVPERC. TEST # p " AV1TOP MO� � // s►.�sOK. ____ �/G•5 s�aBsr's�. ; LOCATION MAP (NOT To sC�u.F) �' ASSESSORS MAP � . PARCEL L CGS' y FLOOD ZONE G- C.C. � /�ca, (� \ ,...,..... �'�• r" ,ki N T . 1 . DATU M I S �r C1 r✓1 E L� ' ...�4A,-ID G�/C.`j �UA 1 2. MUNICIPAL WATER IS 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO-H_ 5. PIPE JOINTS TO BE MADE WATERTIGHT. �ZZ / ./1� t i✓G I^I, �` - 1r�l�G'C1�/T�-✓ !� . �I � ^ �/ ,�7,;..•, � ' ,�� 6, CONSTRUCTION DETAILS 70 BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. S E-P'r, C PROFILE `� � � � \�r,..'�.n� �� j � \ y-'--,.,, :- _ ..sc.s.c.. _.y::.s ... ::acz:.a..r.•r.:xuo ! Ell r •,• 1 ::- ..' 1. � ,, ` ` r q.- w.. ,d,,..., van t., I IL r` MINIMUM 1' COVER OVER PRECAST r 1 OF / r' ^^ '1'" � ; ► '� [1�--• 1 RLJN PIPE LEVEL � FOR FIRST 2' Ix � { � PROPOSED N SE C I ✓�,a"�3 !,, t� f : r. — - �_ TANK w. 1 " �' � �' � /.,�/.S � � �..SSA• � ..�.. FLOW � -. TEE s!z � SLOPE) LET Df PTH (fix SLOPE) �% SLOPE) s fll f � FC`UNDA' `JN----- �'`�_..__. SCEPTIC TANK - _ / � D' BOX .75 LEACHING / FACIUIY jot :-, y �'G,./ ...,,,_ , KH"""`-�HJt ......rt... .,.,. �.� ...- •� T••,...w+rr""' •' " SITE T E L'l�. `~-- - -. '-�. —. .-- - - ND SEWAGE �'I.�AN SFPTIC DESIGN: (GARBAGE 01VKW - Ow: BEDROOMS GPp) m ?. GpD E A _._. . GPD DESIGN FLOW . /�� _ l � �•' �' J G �.. ,d, OREPA.RT,kD FOR: e... PTIC TANK: __ GALLONS 4 " D ( ' r�ftiLLn ! SEPTIC' TANK / 1,6-�:.= �(_,1X1 � aC.f�� l�t/1,�- �4. SIDES: %o`,';"~a ., ;l�I a �1.S~ ,. 275� GPD :___- ---- ° - - -- 3O I/L _ ,. 1TJ�4•r. ,,�' n_' _ (L_ > '� GPD k :f .. -- tt TOTAL: !�S S.F. 2,z GPD DATE: x srsr 'ts , "tW a. ���"° ' °Jown cape engineering c. 09 • ," ,',�',°I�;.•----•,,`�4', ``»i Ott ,� CIVIL ENGINEERS A,RNdE �iR�. �sG SURVEYORS 5 f 90AW or T` Aar ati P ►,. PHONE 508-362-4541 FAX soe-362-9 0 Cl RovrM DATE TP afisa main s'-., yaT'InU►L tht Tna