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': „�kw. '� .�3<:,.: f,. � f ,.a;is d•2�.+'�,+ �,r, �. y:b .. '?�,• �',..n`` W -�` � s�-:� ;: VA •. rPost This Card So That rt�s,�Uis�ble;Froma e;;Street A roved Plans Must;be Reta�ned;on Jpb and this Gard Must be"-Ke t � y:. 6 Posted UntiFFinalInspectionHas Been Made = Y y' � z. tR Where a Certificate,of Occupancy sRequ,�red,such Building`shall No„tbeOccup�eduntil a Final Inspection has been�mader� vl lt .,z . Permit NO. B-19-376 Applicant Name: Classic Landscaping and Masonry Inc. Approvals Date Issued: 02/1S/2019 Current Use: Structure K Permit Type: Building-Pool-Inground Expiration Date: 08/15/2019 Foundation 6 3—0Q;N Location: 133 MAUSHOP AVE, BARNSTABLE Map/Lot 278-046 002 Zoning District: RG Sheathing: ft Owner on Record: MCCARTHY,JEFFREY P&CYNTHIA JContraeto�r N ame: Classic Landscaping and Masonry Framing: 1 ` V � : k Inc Qj Address: 188 BROOKLINE AVENUE PH 28E 2 ICd e,,4et6r License 187509 BOSTON, MA 02215 Chimney: 'Description: 20x40 Swimming pool and spa (inground)4'rail ng fence Est Protect Cost: $ 160,000.00 31 Pem�t Fee: $ 175.00 Insulation: Project Review Req: Final.e-)K, P$ "F' ` d: $ 175.00 41 Date 2/15/2019 Plumbing/Gas � scn. Rough Plumbing: Building Official Final Plumbing: e Rough Gas: This permit shall be deemed abandoned and invalid unless the work authonzed by this permit is commenced within six months after issuance. g All work authorized by this permit shall conform to the approved application a d the'approved construction documents for wh ch thiis permit has been granted. All construction,alterations and'changes of use of any building and str;'uctures shall be in compliance with the local zomngby lawsjand codes. Final Gas: Al This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for'Alpublkirspectidn for the entire duration of the work until the completion of the same. y Electrical � Service: The Certificate of Occupancy will not be issued until all applicable signatures bythe Bwldmg and Fire Officials areprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work. f 1.Foundation or Footing ' �u , ' Rough: _..... x. 2.Sheathing Inspection Final: 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 Low Voltage Rough: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Low Voltage Final: 7.Final Inspection before Occupancy ` Health Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT G Y) F dU �I T h Peffiit Fee............ .lb .�! 1639 ....Other Fee........................ MABEL� ' f I S� 1 C TotalFee Paid..................................:.,,..;............................ TOWN OF BARNSTABLE Permit Approval by... ...............on..................... 1l BUILDING PERMIT ...........: .Pa=...........l................. APPLICATION Section I—Owner's Information and Project Location Project Address I UShO 7 Ve Village air as l�,�,le Owners Name KIcl Owners Legal Address S\-\c)L City�car lnS�Gti�I� State 1., Zip 02—�PC I Owners Cell# �O�S' (p(�q,� E-mail Section 2—Use of Stractare � Use Grroup ❑ Commercial Structure over 35,000 cubic feet -v� s ❑ Commercial Structure under 35,000 cubic feetoo Lill ❑ Single/Two Family Dwelling Section 3—Type of Permit / ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use ❑ Demo/(entire structure) ❑ Finish Basement ❑ Family/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System ❑ Addition ❑ Retaining wall ❑ Solar ❑ Renovation :Pool ❑ Insulation Other—Specify - Section 4 -Work Description 21-O go Suit mrn i vn Fool Sm. T Act ands:2/91MI8 Application Number.... ................................................. . Section 5—Detail Cost of Proposed Construction D:DOO Square Footage of Project Age of Stivcture Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms(proposed) 110 MPH V and-Zone Compliance Method ❑ MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wning J ❑ Oil Tank Storage ❑ Smoke Detectors ❑ Plumbing ❑ Gas0 Fire Suppression ❑ Heating System ❑ Masonry Chimney ' 4r ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal ❑ Municipal '❑ On Site Historic District Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility:_ I am using a crane ❑ Yes ❑ No 1 Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last mdat ti-n2018 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 responsibiRties under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR 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 r Section-10—Home Improvement Contractor NameJGr�at,,gy 1�r CQ• Telephone Number �p f nI Address �t-I `Devc Ln• City I��c�rS�'artS %115 State N\� Zip Registration Number 0 TT '0q Expiration Date$_0120i9 I understand my responsibilities under the tales 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 docrmlentation required by 780 CMR and the Town of Barnstable.Attach a copy of your H LC... f Signature Date u Section 11—Home Owners License Exemption 4 i Home Owners Name: Telephone Number Cell ep or Work Number I understand my responsibilities under the rules and regulations for Licensed Construction Suupervisa 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 t APPLICANT SIGNATURE Signature Date 4 Print Name ^fit- � l'1C Telephone Number ® 0 �91 ep .��`� 3 E-mail permit to: l wC 165 t' 4 44r 7v) ; Cfl pn r o Section 12—Department Sign-Offs 4 +• Health Department Zoning Board(if required El Historic District ❑ Site Plan Review Cif re Bred) ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the,fire depotnent for approval Section 13—Owner's Authorization L , as Owner of the-subject property hereby authorize to act on my behalf in all matters relative to work authorized by this building permit application for: (Address of job) ' Signature of Owner date Print Name Last=dated:2/92018 RO Box 1333,-34ashpee, -MA 02649 sales@newcCassicCandscaping com 508-833-7935 Letter of-Authority This letter confirms that I give the permission to Classic Landscaping & .'►Masonry Inc. of Nashpee, NA the authority to act as my agent with regard of allpermits and historical applications for the installation of a private in ground swimming poollocate at the address of .Any questions please contact me at: 5 o 9 S/ 7-6 6 9S Print Name Classic rep. Customer Print Name CCa is p. Signature C tomer agnature x Date Date C p . 1. Town of BarnstableN,Q a _ ;. Building x . v Post This Card So That it is U�sible;From,the Street A'pproved.Plans'Must be`Retamed on J,ob :this Ca d,Must,be Kept * DAILKfR'CABI.�, ' <. " xz l '` k • mA Posted Until Final lns ection HasBeen Made z Where a Certificate,of Occupancy4is Required,such"Building shall,Not,be Occupd until a Final Irisp�ect�on has been made Permit No. B-18-4017 Applicant Name. Lincoln Stubbs Approvals Date Issued: 12/10/2018 Current Use: Structure Expiration Date: 06 10 2019 Foundation: Building p / / Permit Type g-Sheet Metal-Residential Location: 133 MAUSHOP AVE, BARNSTABLE Map/Lot 278-046-002 Zoning District: RG Sheathing: .. 5 q,� Owner on Record: BEACH POINT LLC Contractor',Nam, .LINCOLN T STUBBS Framing: 1 Address: 2641 MAIN STREET ,,� Contracto,rLicense 1226 2 BARNSTABLE, MA 02630 Est Protect Cost. $36,000.00 Chimney: Description: Installation of 2 complete HVAC systems. 2 forced hot air furnaces Permit Fee: 85.00 p p Y $ L Insulation: and 2 AC units. total 4 zones of heating and cooling r Fee Paid:'" $85.00 Project Review Req: HVAC documents Per 2015 IECC must be on site for Date 12/10/2018 Final: inspection h 'p � £ Plumbing/Gas Rough Plumbing: . .;`N, Building Official Final Plumbing: Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after=issuance. Final Gas: All work authorized by this permit shall conform to the approved application andthe approved construction documents for which this permit has been granted. m All construction,alterations and changes of use of any building and str'`uctures shall be in compliance with the local zoning byJawsiand codes. ' � - 1' 3 a� Electrical' This permit shall be displayed in a location clearly visible from access street or road and shall be ma�ntamed open for public inspection for the entire duration of the ,. work until the completion of the same. . Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fre' Offcials are provided on this permit. Rough: .-. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing Final: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health . . Final: . Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Town of Barnstable • '.,. � ^'+' '..v- �,". "'.'.,"" $:"'°'xR et ta%.i n--.ed+o✓n gJ+-ob^^a�-n+„d,;`<t?''h is:'"C an=*ryd,.",rM^,^'4^u.rss't"+b'J3.e;Kseue"p"",te,�F-..',",yn. "x. ' Building„ .. Po eThsCadS +T, me tw M57�wBtE. r .�. ;;� >.„.m - :,.r... • s6s� Posted Until Fnal Inspect onHasBeenMade. y :' , '; �.;uY s3`o Permit Where°aZC Atificate of Occupancy.is'Re-quired;such Bu�ldmgshall Not be Occupied:until a:Final Inspection has been made.. 1 ej mit Permit No. B-18-1938 Applicant Name: BRIAN BURBIC Approvals Date Issued: 07/18/2018 Current Use: Structure ' U14ML Q Permit Type: Building-New Construction-1 or 2 family Expiration Date: 01/18/2019 Foundation: _ -1 Map/Lot -046 002 Zoning District: RG Sheathin Residential �K L�-aq1 278g. Location: 133 MAUSHOP AVE, BARNSTABLE a } '" &V Contractor Name: b BRIAN BURBIC Framing+"1 _ Or- w, Owner on Record: BEACH POINT LLC s} n }Contractor License 174645 2 Address: 2641 MAIN STREET -µ~- - __ 'Est Project Cost: $500,000.00 Chimney: BARNSTABLE, MA 02630 ¢ Permit Fee: $2,675.00 Description: Construct new(5) Bedroom home r `.; Insulations rpm j Fee Paid: $2,675.00 Project Review Req: Well Protection Overlay District-Site clearing"'A minimum of � �� Date ,/-, 7/18/2018 Final: 30%of the total upland area of any lot shall be retained m itst natural state. Plumbing/Gas� /v ) ( Rough Plumbing: „ ,,Building Official 44" Final Plumbing: t Rough Gas: Final Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six:monthsfafterissuance. All work authorized by this permit shall conform to the approved a lication and the a proved construction documents for which this permit has been ranted. P PP! P _ g Electrical All construction,alterations and changes of use of any building and structures shall be_'in compliance with the local inning by-laws.-and codes. This permit shall be displayed in a location clearly visible from access street-or road and shell be maintained open for public inspection for the entire duration of the Service: work until the completion of the same. `� a mom, Rough: 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: Final: 1.Foundation or Footing Low Voltage Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed low Voltage Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection g 5.Prior to Covering Structural Members(Frame Inspection) 7 Health 6.Insulation 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Fire Department 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). °Ft"ET�,ti Town of Barnstable BARNSTABLE. : Building Department- 200 Main Street Hyannis, MA 02601 'OTEOMA�A Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-18-1938 CO Issue Date: 8/8/2019 Parcel ID: 278-046-002 Zoning Classification: RG Location: 133 MAUSHOP AVE, BARNSTABLE Proposed Use: Single Family Home Name of Tenant: Sprinklers Provided: No Gen Contractor: BRIAN BURBIC Permit Type: Residential -Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 Comments: 5 Bedroom Single Family Home Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition Applicadaa Number..".............. 00 NAas. Permit Fee.......................................Othea Fee.................:...... ' / y Total Fee Paid.........k....�. F BARNSTABL� 1 PecmitApprovatby.. ..............on....���g/.� ..... TOWN Off. BUILDING PERMIT ; ..... .. ...............per........ ....... .. ..... APPLICATION Section I — Owner's Information and Project Location Project Address 133 ,!' f/ Village 4eAelji 1114& Owners Name s Owners Legal Address 2,/P�Zy/ C State Zap owners Cell# �77 y- 2/Z-Z3 yZ- E-mail V11,1-G o.v c� Ha fA,# e'c 0►2 Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet {` ❑ Commercial Structure under 35,000 cubic feet Single/Two Family Dwelling Section 3—Type of Permit N New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use Demo/(entire structure) ❑ Finish Basement [IFamily/Amnesty El Fire Alarm Rebuild ❑ Deck Apartment ❑ Sprinkler System Addition ❑ Retaining wall ❑ Solar ❑ Renovation ❑ Pool ❑ Insulation Other—Specify Section 4-Work Description Cqirlz w d Ate eJ Skcli oa {A 1 i Act nndafed:n/201 S Application Number.................................................... Section 5—Detail Cost of Proposed Construction,0 ,0 0 Square Footage of Project 0 D() Age of Strgctvfe Dig Safe Number # Of Bedrooms Existing Total# Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method Checklist WFCM Checklist ❑ Design Section 6—Project Specifics (Firing ❑ Oil Tank Storage Ppmoke Detectors Wlumbing Gas .❑ Fire Suppression OTHeating System ❑. Masonry Chimney ' ❑Add/relocate bedroom Water Supply OPublic ❑ Private Sewage Disposal ❑ Municipal *On Site Historic District Hyannis Historic District R101d KingsHighway Debris Disposal Facility. D � I am using a crane ❑ Yes o Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland, coastal bank? Yes ❑ No Section 8—Zoning Information ZoningDistrict. G Proposed Use Lot Area S .Ft. P q 0 Total Frontage //0 Percentage of Lot Coverage 3� #of Dwelling Units (on site) Setbacks Front Yard Required L O Proposed 17-9. Rear Yard Required 1� Proposed Side Yard Required l�Proposed (P�. Has this property had relief from the Zoning Board in the past? ❑ Yes 0 No Last imdatnA 2/92018 i Application Number........................................... Section 9—.Construction Supervisor ` Name di( ZV Uri C Telephone Number S Z)L Address /27 ej"a W14! City. blwJ69lo� State N f Tip License Number 6`IOYV/�K License Type C S Expiration Date ?� Contractors Email_I.VV4/CC 1,JA A C la'edj �, 1v Cell# S of-ZZ,!-22.-.Z w I understand my responsibilities under the rules and regulations for Licensed Construction Supervisor in accordance with 780 CUR the Massa#dt, Building Code. I understand the construction inspection procedures,specific inspections and documentation CUR and the Town of Bamstable.Attach a copy of your license. Signature Date //j Ir Section-10—Home Improvement Contractor, Name ��G�;✓ � / C Telephone Number • S'D ' ��J ?� Z Address l?7 /iA i 4g, IC1� City � RW_E�4 $tat Zip 4W O 2 ob Registration Number �� � � Expiration Date O/ ' I understand my responsibMes under the rules and regulations for Home Improvement Contractors in accordance with 780 CUR the Massachusetts State Building Code. I understand the construction,inspection procedures,specific insp ions and documentation re d by 0 CUR and the Town of Barnstable.Attach a copy of your H.LC... Signat� Date Section 11— ome Owners License Exemption Home Owners Name: Telephone Number Cell or Work Number I understand my responsibilities and the rules and regulations for Licensed Constrction Supervisor in accordance with 780 CUR the Massachusetts Building Code. I understand the construction inspection procedures,dmg insp pro dares,specific inspections and documentation y 780 CMR le. Signature Date 06 1 5 '01 r APPLICANT SIGNATURE Signature Date Print Name /� lillal_46�l1i✓ Telephone Number E-mail permit to: X�61'11/ /CC 4 S44d0 T mnnlo Section 12—Departent Sign-Offs � 4 Health Department ❑ Zo ' Board if r ep ning C e ❑ . Historic District ❑ Site Plan Review Cif required ❑ Fire Department ❑ Conservation For commercial work,please take your plans directly to the fire deparbnent for approval Section 13—Owner's Authorization �Lrer - , as Owner of the property hereby I, L/Zoo Ae authorize � ,J �4'2s�� c to act on my behalf in all matters relative to work authorized by this building rmit application for: � x f-'4 x 3o (Address of j ob) SignaKre of Owner date Print Name r i Last undated:2/9/2018 Affidavit of Substantial Financial Interest I, Az i By"IA C of /) k ti on oath � � depose and state as follows: 1. 1 am an applicant for a building permit for the property located at Map 2�' , Parcel r_ The address of the property is Ifae � 2. 1 have °lo legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is , J,��f�e jf`I� �'r, the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name BU1LDWG D�6pT, Address JUN 18 2010 >�P—GIWN OF BA NST,113Lk 4. Within the last twelve months, from today's date, which is , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted - building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted 0 building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received D building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perjury, this 40ay of , 20P. 2001-0050/affin 1 Q/LOTTERY/AFF I DAVIT Swanson Structural, Inc. Paul W. Swanson,P.E. 92 Acre Hill Road Barnstable,MA 02630 508-446-1042 'E December 18,2018 Brian Burbic Custom Homes PO Box 706 f Barnstable, MA 02630 Subject: Framing Affidavit for a New Single Family Dwelling, 133 Maushop Ave.,Barnstable,MA Dear Brian, I was retained by you to provide structural engineering services for the subject project. I visited the project several times during construction to monitor progress and answer questions as they arose. Today I inspected the kapning. At the time of my visit,the interior framing and mechanical systems were installed.,The weather was sunny, cold and windy,about 30 degrees F. We discussed the LVL support posts under the LVL ridge in the high loft and the need for metal connectors between the ridge and the interior posts. I have verified that those connectors are now in place. The structural framing was installed neatly per the project plans and specifications,with approved changes,per the structural requirements of the Massachusetts State Building Code,9`h edition. If you have any questions,please feel free to contact me. Sincerely, Of 4PAUL W. SWANSON o STRUCTURAL y Paul W. Swanson,P.E. q No 35334o Q i Swanson Structural, Inc. F rSTE� �` `Z l�8 )Zotg Ref. 5945 S/ONAL� • y • I i II i , n2015 IECC Energy Efficiency Certificate l%f Above-Grade Wall 37.00 Below-Grade Wall 30.00 Floor 0.00 Ceiling/ Roof 49.00 Ductwork(unconditioned spaces): Window 0.28 Door 0.28 .{ __IftftV= mom Heating System: Cooling System: Water Heater: Name: Date: Comments F O R 4 E ® MEMBER REPORT Level,Floor.-Drop Beam PASSED 1� 1 IG 1 piece(s) 5 1/4"x 14" 2.0E Parallam0 Plus PSL SL2- Moist Use (16% < MC <= 28%) Overall Length:34'8" 0 0 �Tr 19'6" T7' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are hodzontal.;Drawing is Conceptual Design Results Actual @ Location Allowed Result LDF Load:Combination(Pattern) System:Floor Member Reaction(Ibs) 6143 @ 7'7" 9745(5.50") Passed(63%) — 1.0 D+1.0 L(Adj Spans) Member Type:Drop Beam Shear(Ibs) 3014 @ 8'11 3/4" 9663 Passed(31%) 1.00 1.0 D+1.0 L(Adj Spans) Building Use:Residential Moment(Ft-Ibs) -9702 @ 7'7" 25668 Passed(38%) 1.00 1.0 D+1.0 L(Adj Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.184 @ 17 4" 0.650 Passed(L/999+) — 1.0 D+1.0 L(AR Spans) Design Methodology:Aso Total Load Defl.(in) 0.338 @ 174" 0.975 Passed(1-/691) — 1.0 D+1.0 L(Aft Spans) Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 34'8"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 34'8"o/c unless detailed otherwise. -808 lbs uplift at support 4".Strapping or other restraint may be required. -808 Ibs uplift at support 34'4".Strapping or other restraint may be required. Bearing Loads to Supports(Ibs) Supports Total Available Required Dead Floor Total Accessories 1-Column Cap-steel S.50" 5.50" 1.50" 32 907/-841 939/-841 Blocking 2-Column Cap-steel 5.50" 5.50" 3.47" 1990 4153 6143 Bloddng 3-Column Cap-steel 5.50" 5.50" 3.47" 1990 4153 6143 Bk)ddng 4-Column Cap-steel 5.50" 1 5.50" 1.50" 32 '907/-841 939/-841 Bloddng •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary Dead Roar Live Loads Location(Side) Width (0.90) (1.00) Comments 0-Self Weight(PLF) 0 to 34'8" N/A 26.7 1-Uniform(PSF) 0 to 34'8"(Top) 6' 15.0 40.0 Deck Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE 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.Use of this software is not intended to circumvent the need for a design professional as determined by the authority having jurisdiction.The design of record,builder or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Bloddng Panels and Squash Blod4)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/documentAibrary. The product application,input design loads,dimensions and support information have been provided by Bob @ Marine Home Center Forte Software Operator ,lob Notes 7/16/2018 8:20:07 AM David Stacey 133 Maushop Ave Forte v5.3,Design Engine:V7.0.0.5 BlueLinxCo Barnstable,MA 7-16-2018-Marine Hime Center-133 Maushop Ave-Bob- (888)676-9417 David.4te FV"; d5lF® R Y E ® JOB SUMMARY REPORT 7-16-2018-Marine Hime Center-133 Maushop Ave-Bob-DavidAte 01:Level Member Name Results Current Solution Comments Floor:Drop Beam Passed 1 Piece(s)5 1/4"x 14"2.0E Parallamp PIUS PSL SL2-Moist Use 16%<MC<=28% Forte Software Operator Job Notes 7/16/2018 8:20:07 AM David Stacey 133 Maushop Ave Forte v5.3, Design Engine:V7.0.0.5 Bluel-inxCo Barnstable,MA 7-16-2018-Marine Hime Center-133 Maushop Ave-Bob- (888)676-9417 David.4te ®FOR O T E® MEMBER REPORT Level,Beam 11 PASSED 1u1 III !G 1 piece(s)13/4"x 9 1/4" 2.0E Microllam®LA Overall Sloped Length:6'4 3/16" 1 0 a 12 e n 5'4" a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results" `.`' Y Acu,al Location ,Allowed,- ResuR . ,:. LDF Loawcon4b6itllon fPateein) , .: System:Roof Member Reaction(Ibs) 424 @ 4" 6978(5.50') Passed(6%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 418 @ 1'13/4" 3537 Passed(12%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-Ibs) 970 @ 2'8" 6442 Passed(15%) US 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.014 @ 2'8" 0.261 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.023 @ 2'8" 0.348 Passed(L/999+) - 1.0 D+1.0 S(All Spans) Member Pitch:6/12 Deflection criteria:LL(L/240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be braced at 6'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 6'o/c unless detailed otherwise. ' Bearing Loads to SuPt> (Ibs) t V 3,..;:,r P ;` Total Available Required* ,Dead Srww ,v Tote' a, Atoeiisories,r: 1-Column-SPF 5.50" 5.50" 1.50" 182 242 424 Blocking 2-Column-SPF 5.50" 5.50" 1.50" 182 242 424 Bkuldng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. _ x: Loadv r+;, ; "'Lotalt" SWO) . ;yyidyr "(090) 4 ( Caninents " 0-Self Weight(PLF) 0 to SA" N/A 4.7 1-Point(lb) 2'8" N/A 336 483 Linked from:Beam 12 Support 1 vv Wey"baeuser Notes t , (Zj)SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeusu.com/woodproducts/documeryt-library. The product application,input design loads,dimensions and support Information have been provided by Robert Yourell Forte Software operator Job Notes, 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte V5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 12 of 13 F-0 R T E JOB SUMMARY REPORT 3ob.4te viiievev �Member.Nanfe f -,L) Results fi?" CuMiaSohMmO Beam I Passed 3 Piece(s)1 31V'x 9 1/2"2.DE Microllam@ LVL Beam 2 Passed 2 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 3 Passed 2 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 4 Passed 3 Piece(s)13/4"x 9 1/4"2.0E Microllam@ LVL Beam 5 Passed I Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 6 Passed 1 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 7 Passed 2 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 8 Passed 1 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 9 Passed 3 Piece(s)13/4"x 117/8"2.0E Microllam@ LVL Beam 10 Passed I Piece(s)13/4"x 9 1/4"2.0E Microllam@ LVL Beam 11 IPassed I Pike(s)13/4"x 9 1/4P 2.0E Microllam@ LVL Beam 12 IPassed 12 Piece(s)13/4"x 9 1/4"2.0E Microllam@ LVL Job:Notis Forte i 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 1 of 13 ® � ® MEMBER REPORT Level,Beam 1 PASSED RnF3 piece(s) 13/4"x 91/2" 2.0E Microllam®LA Overall Length:21'7" o — o 10'9 W" 10'91r2r q le All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual D".eslgn Results Actual c�Location-- Allowed Result .LOF ;Load:canNmafdon'(Vattetn> .° t System:Floor Member Reaction(lbs) 6308 @ 10'91/2" 20934(5.50') Passed(30%) -- 1.0 D+1.0 L(All Spans) Member Type:Flush Beam Shear(lbs) 2662 @ 11'9 3/4" 9476 Passed(28%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) -6597 @ 10'911r 17662 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.102 @ 16'3 11/16" 0.261 Passed(L/999+) -- 1.0 D+1.0 L(Alt Spans) Design Metthodology:ASD Total Load Defl.(in) 0.124 @ 5'21/16" 1 0.523 1 Passed(L/999+) 1.0 D+1.0 L(Alt Spans) Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bradng(Lu):Top compression edge must be braced at 21'7"o/c unless detailed otherwise. Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 21'7"o/c unless detailed otherwise c Boarirglif < ":' Loads t0 suPDOrts(Its) supports Yotal Available Required D Total Acasuorles z v 1-Column-SPF 5.50" 5.50" 1.50" 521 1767/-235 2288/-235 Bloddng 2-Column-SPF 5.50" 5.50" 1.66" 1602 4706 6308 None 3-Column-SPF 5.50" 5.50" 1.50" 521 1767/-235 2288/-235 1 Bloddng •Bloddng Panels are assumed to carry no loads applied directly above them and the full bad Is applied to the member being designed. Multi i�'MembeT C_6hAkddni'('W3Cfi'dhlo Type',; Loca6ion> Fastener;' Ptaxement`fi Rows #of Faitlenets. Uniform 0 to 21'7" 10d Nail(0.128"x 3') Both Sides 2 6" L17 s;. Tributary r Dead Moor 4iie Loads Location(Side).. v WdM� �(0 90)1 . 0-Self Weight(PLF) 0 to 21'7" N/A 14.5 1-Uniform(PSF) 0 to 21'7"(Front) 9 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes (^� �._; T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/docunient-library. The product application,input design loads,dimensions and support information have been provided by Robert Yourell Fohte 3oftv+are operator Job Notes >' 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road ,Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 2 of 13 R�O R T E® MEMBER REPORT Level,Beam 2 PASSED I� III lG 2 piece(s) 13/4"x 117/8" 2.0E Microllam@ LA Overall Length:21'r + + o o L 4' 12'7' 4 �0 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;DraWng is Conceptual Desl n Results acbw®LoCabonji u _ Albwed, Result LDF,:,Load.Complpatdon System:Wall Member Reaction(Ibs) 5045 @ 4'3" 15225(6.00") Passed(33%) -- 1.0 D+1.0 S(Adj Spans) Member Type:Header Shear(lbs) 3652 @ 5'5 7/8" 9081 Passed(40%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(R-lbs) 9378 @ 10'91/2" 20525 Passed(46%) 1.15 1.0 D+1.0 S(AR Spans) Building code:IBC 2015 Live Load Defl.(in) -0.195 @ 0 0.283 Passed(2L/524) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) -0.315 @ 0 0.425 Passed(2L/324) - 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(L/360)and TL(L/240). Overhang deflection criteria:LL(2L/360)and TL(2L/240). Top Edge Bracing(Lu):Top compression edge must be braced at SS 11"o/c unless detailed otherwise. Bottom Edge Bring(Lu):Bottom compression edge must be traced at 21'7"o/c unless detailed otherwise. g r e u Loads tD UPCNtt S P Qbs)xm Supports, � � Total� A'vailab�� :a kegriired�, �DMA Snow""'� ;Total' ,A'toe860���� 1-Trimmer-SPF 6.00" 6.00" 1.99" 2113 2933 5046 None 2-Trimmer-SPF 6.00" 6.00' 1.99" 2113 2933 50% None 'Tributary ;, Deader.. Snowi LOadS t Location(Side) wbm (0.90) (1.15) Commenes 0-Self Weight(PLF) 0 to 21'7" N/A 12.1 1-Tapered(PSF) 0 to S 4" 0 to 9' 15.0 25.0 2-Uniform(PSF) S 4"to 16 3" 9' 15.0 25.0 3-Tapered(PSF) 16'3"tD 21,7" 9'to 0 15.0 25.0 4-Point(lb) S 4" N/A 885 1084 Linked from:Beam 4 Support 1 5-Point(lb) 16'3" N/A 185 1084 Linked from:Beam 4,Support Weyerhaeuser Notet _ - - SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siting of its products wilt be Ir accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.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.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable f7restry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC FS under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhmser.cDm/woDdproducts/document-library. The product application,input design loads,dimensions and suoport information have been provided by Robert Yourell Forte Software Operator Job Notes. 6/112018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Oceans MA nathan.grade@bluelinxco.com Page 3 of 13 �'® � ® MEMBER REPORT Level,Beam 3 PASSED 2 piece(s) 13/4"x 117/8" 2.0E Microllam® LA Overall Length:18' 2' 3' 2' 91 2' 0 © 0 0 9 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are hotizontal.;Drawing is Conceptual Design Results Aetna t 0 location,j �Allavvo .Resu¢ " LDF _load:combination(Pattern)_- System:Wall _ . Member Reaction(Ibs) 2442 @ 6'101/4" 8881(ISO") Passed(27%) — 1.0 D+1.0 S(Adj Spans) Member Type:Header Shear(lbs) 1114 @ 6'3 3/8" 9081 Passed(12%) 1.15 1.0 D+1.0 S(Adj Spans) Building Use:Residential Moment(Ft-lbs) -1593 @ 6'101/4" 20525 Passed(8%) 1.15 1.0 D+1.0 S(Adj Spans) Building Code:IBC 2015 live Load Defl.(in) 0.010 @ 11'4 3/16" 0.310 Passed(L/999+) -- 1.0 D+1.0 S(Alt Spans) Design Methodology:ASD Total Load Defl.(in) 0.018 @ 11'4 5/16" 0.465 Passed(L/999+) -- 1.0 D+1.0 S(Aft Spans) Deflection criteria:LL(L/360)and TL(V240). Top Edge Bracing(Lu):Top compression edge must be brad at 19 o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 18'o/c unless detailed otherwise. -823 Ibs uplift at support 5'13/4".Strapping or other restraint may be required. -711 Ibs uplift at support 17'10 1/2".Strapping or other restraint may be required. Beari loads toipporfs(Its) supports. Total *Avaliabte i.,-Regatred Dead .r Snout . �Totai `" Accessories„ 1-Trimmer-SPF 3.00" 3.00" 1.50" -24 -53 -77 None 2-Trimmer-SPF 3.50" 3.50" 1.50" 194 254 448 Norte 3-Trimmer-SPF 3.50" 3.50" 1.50" -292 -532 -824 None 4-Trimmer-SPF 3.50" 3.50" 1.50" 1 982 1460 2442 None 5-Trimmer-SPF 3.50" 3.50" 1.50" 655 908 1 1563 None 6-Trimmer-SPF 3.00" 3.00" 1.50" -285 -427 -712 None 4. Tributery�` hDead Snow " Loads Location(Side) Widni %90).j` (1.15) comments 0-Self Weight(PLF) 0 to 18' N/A 12.1 1-Tapered(PSF) 0 tb T 0 to 7'6" 15.0 25.0 2-Tapered(PSF) 9 to 19 T 6"to 0 15.0 25.0 tNeyerhdeu sec tYOtes ., .. .- .. -.la: 4WSUSTAINABLE FoaeslRY IrlmAnvl Weyerhaeuser warrants that the siring of its products will be in accordance with Weyerhaeuser product design aiteria and published design values. Weyerhaeuser expressly disclaims any other warranties related to the software.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,bulider or framer is responsible to assure that this calculation is compatible with the overall project,Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,Input design loads,dimensions and support information have been provided by Robert Yourell Forte software Operator Job Notes 6/1/2018 1:03:46 PM Forte v5.3,Design Engine:V7.0.0.5 Nathan Grade Michael Vaughan Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 4 Of 13 ® R F T IG tit•® MEMBER REPORT Level,Beam 4 PASSED FOR 3 pieces) 13/4"x 9 1/4"2.0E Microllam®LVL Overall Length:18' l 1 0 F 18' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results i 01.66 on ''' AlbtMed Result : "L'DF'�Lotid Caiibinatioe(1►Sttern) System:Roof Member Reaction(lbs) 1969 @ 4" 20934(5.50") Passed(9%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 1952 @ 1'2 3/4" 10611 Passed(18%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 9742 @ 9' 19327 Passed(50%) 1.15 1.0 D+1.0 S(All Spans) Building cork:IBC 2015 Live Load Defl.(in) 0.464 @ 9' 0.867 Passed(L/448) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defi.(in) 0.832 @ 9' 1.156 Passed(L/250) -- 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:U.(U240)and TL(iJ180). •Top Edge Bracing(Lu):Top compression edge must be braced at 19 o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must Abe braced at 18'o/c unless detailed otherwise. 8earlrig toads to supports(Its) SUPpOlt3. 7ota1 Available}` Required Dead snow _ Total Aeeassoil «, 1-Column-SPF 5.50" 5.50" 1.50" 885 1084 1969 Blocking 2-Column-SPF 5,50" 5.50" 1.50" 885 1084 1969 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Multi$ e Member connet:dons Loads Onl ��: Type Location Fastenet '�Plarxtriettf' Rows . O"G" "#of FaStiners Details Uniform 1 0 to 19 10d Nall(0.128"x 3-) Both Sides 3 12" L6 Point S 4" 10d Nail(0.12r x 3") Both Sides 12 Per Side L18,L21 Point 12'8" 10d Nall(0.128"x 3") Bath Sides 12 Per Side L18,L21 Tributary Dead Shaw, +a * .' Loads. W®tfon(Side) wen. (ago)s,' �i.isj comments , t 0-Self Weight(PLF) 0 to 18' N/A 14.2 1-Point(lb) S 4"(Front) N/A 151 200 Linked from:Beam 5 Support 2 2-Point(lb) 12'8"(Front) N/A 151 200 Linked from:Beam s SuoDort 2 3-Point(lb) S 4"(From) N/A 182 242 Linked from:Beam 11 SuDDort 2 4-Point(lb) 12'B.(Front) N/A 182 242 Unked from:Beam 11 Support 2 5-Point(lb) S 4"(Front) N/A 425 642 Unked from:Beam 10, upport 1 6-Point(lb) 12'8"(Front) N/A 425 642 Unked from:Beam 10 Support 2 Weyerhaeuser Notes '_ a`_ ..; ,; .�,-,• ." ;,w ,. �' .. . ,. _ ,ya..H,-'�¢,a .(�vw T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants tat the stung of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly disclaims any ether warranties related to the software.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party Certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current rode evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodpmducts/document-library. The product application,input design loads,dimensions and support information have been provided by Robert Yourell Forte Software O perator Sob Notes - 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road JobAte (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 5 Of 13 r F® T E® MEMBER REPORT Level,Beam 5 PASSED 1� YY IG 1 piece(s) 13/4"x 117/8" 2.0E Microllam® LVL Overall Sloped Length:W 811/16" o - -- - — o 4.56 1'51/16" 7'5/16' a a All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal.;Drawing is Conceptual Design Results Actual-0 Location Aibwed:'; ttesuk ._, � LDF ;.Wad:Combination(Pattern)::� `. System:Roof Member Reaction(lbs) 351 @ 8'5 3/8" 1969(1.50") Passed(18%) 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam Shear(lbs) 221 @ 7'6 1/4" 4541 Passed(5%) 1.15 1.0 D+1.0 S(Aft Spans) Building Use:Residential Moment(Ft-lbs) 471 @ 5'6 5/16" 10263 Passed(5%) 1.15 1.0 D+1.0 S(Alt Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.007 @ 5'1 1/2" 0.368 Passed(L/999+) — 1.0 D+1.0 S(AR Spans) Design Methodology:ASO Total Load Defl.(in) -0.006 @ 0 0.224 Passed g + - 1.0 D+1.0 S(Alt Spans) Member Pitch:4.56/12 Deflection criteria:LL(1./240)and TL(1.1180). Overhang deflection criteria:LL(2L/240)and TL(2L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 9'o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at Sr o/c unless detailed otherwise. Bearing ' F Loads to Supports(Ibs) �,'� Supports Totai A"ll bN °>ttequlre4 x. dead Srrow. Total 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 120 131 251 Blocking 2-Hanger on 11 718"SPF beam 3.50" Hanger' 1.50" 151 200 351 See note' •Blacking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that Is supporting the hanger • 'See Connector grid below for additional information and/or requirements. Connector:Simpson-Stron Tle Connectors'Support Modelt tengdr Top Nails ,:Face Nails Member Nails Ate�sorks .,;,_ 2-Face Mount Hanger LSSUI25 3.50" N/A 9-10d common 7-10d x 1-1/2 Trlfiutary -Dead Snow Loads Location(Side) _ildth 9,_ . (0.90)�. (1.15) _ Comments , 0-Self Weight(PLF) 0 to 8'5 3/8" N/A 6.1 1-Tapered(PLF) 0 to V 5 1/16" N/A 0.0 to 22.4 0.0 to 35.1 � �from Roof Geom 2-Tapered(PLF) 1'5 1/168 to 8'5 N/A 0.0 to 53.1 0.0 to 86.8 Generated from Roof Geometry Weyerhaeuser Notes SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Weyerhaeuser expressly discialms any other warranties related to the software.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,bulkier or framer is responsible to assure that this calculation Is compatible with the overall project-Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installatilon details refer to www.weyeduieLw.com/woodproducts/docurnent-library. The product application,Input design loads,dimensions and support information have been provided by Robert Yourell Forte Software operator Job'Notes, 6/1/2018 1:03:46 PM Nathan Gradee Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 6 of 13 Ity® R T E® MEMBER REPORT Level,Beam 6 PASSED 1ltt 1 piece(s) 13/4"x 117/8" 2.0E Microllam® LVL Overall Length:11'5" o - -- 0 11'5' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results, Actual 0-Location Wlowed. Result LDF, Load:Combination(Faccern) System:Roof Member Reaction(lbs) 2090 @ W' 6978(5.50") Passed(30%) - 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 1560 @ 1'5 3/8" 4541 Passed(34%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 5288 @ 5'81/2" 10263 Passed(52%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Dell.(in) 0.156 @ 5'81/2" 0.538 Passed(L/825) 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.255 @ 5'81/2" 0.717 1 Passed(L/507) - 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/240)and TL(1./180). Top Edge Bracing(Lu):Top compression edge must be braced at 8'1"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 11'5"o/c unless detailed otherwise. Bearing", . ,loansto`sup ts(Ibs) „" k Supports Total Avathable Requit>El eDead snow Total �g Acaessor>ps:; r 1-Column-SPF 5.50" 5.50" 1.65" 805 1284 2089 Blocking 2-Column-SPF 5.50" 5.50" 1.65" 805 1284 2089 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load Is applied to the member being designed. xTributary'� Dead s", Loads L016mon(side) WkM 7 �tg9o). iris),? Cetnmertts ' 0-Self Weight(PLF) 0 to 11'S" N/A 6.1 1-Uniform(PSF) 0 to 11'5"(Front) 9' 15.0 25.0 Roof 77 Weyerhaeuser Notes` s 9 g' T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that fire siting of its products will be in accordance with Weyerhaeuser product design criteria and published design values. YYY Weyerhaeuser expressly disclaims any other warranties related to the software.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certifled to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhamsu.coWwoDdproducts/document-library. The product application,input design bads,dimensions and support information have been provided by Robert Yourell Forte softwareoperator slob Notes, ;. 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte V5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 7 of 13 F R fit' E® MEMBER REPORT Level,Beam 7 PASSED II IG 2 pieces) 13/4"x 117/8" 2.0E Microllam® LVL Overall Length:18' o _ r - 18' a a All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desl n Results Actual @ Location rtAitowed' ResuR , - ., LD,F Load Combination(Patten)' u System:Roof Member Reaction(Ibs) 3349 @ 4" 13956(5.50') Passed(24%) - 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2810 @ 1'S 3/8" 9081 Passed(31%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 13975 @ 9' 20525 Passed(68%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.491 @ 9' 0.867 Passed(L/423) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.812 @ 9' 1.156 Passed(L/256) 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection atteria:LL(L/240)and T.(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 9'6"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19 o/c unless detailed otherwise. h 4" Bearing 4 .Loads44 bo Supports(Its) Supports Total Available t2e4uiedDead Snow '-Total Aries 1-Column-SPF 5.50" 5.50" 1.50" 1324 2025 3349 Blacking 2-Column-SPF 5.50" 5.50" 1.50" 1324 2025 3349 Blocking "Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Multi le Member Connections Loads On h Type Locatioe_ Fa#erter ;4 P�cemervt :Rows HO C. � �5 '#of FastBnErS "�Details Uniform 0 to IV 10d Nail(0.128"x 37) One Side 2 12" — L17 Tribu"ry Dead e SSri" R Loads Location(Side). Yhfidih, � °` (ii so) ;• �(]:15)�Comm r ents, �v rs 0-Self Weight(PLF) 0 to 18' N/A 12.1 1-Uniform(PSF) 0 to 19(Front) 9' 15.0 25.0 Roof Weyefiaeuser Notes: SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the stung of its products will be in accordance with Weyerhaeuser product design aiteria and published design values. `l Weyerhaeuser expressly disclaims any other warranties relates tD the software.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,bulkier or framer is responsible to assure that this calculation is compatible with the overall project.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified Ilo sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaetiser.com/woodproducts/dDcumerht-library. The product application,input design loads,dimensions and support information have been provided by Robert Yourell Forte software operator Job Notes 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans NA nathan.grade@bluelinxco.com Page 8 Of 13 ®F® R Y E a MEMBER REPORT Level,Beam 8 PASSED IG 1 piece(s) 13/4"x 117/8" 2.0E Microllam@ LA Overall Sloped Length:14'511/16" 0 0 4.wF i D37/8' 11'101/4' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results 1 Atluat®lecation Allowed Result , LDF •;Load:fembination(PatEarvr) Y `': System:Roof Member Reaction(lbs) 1012 @ 13'1/8" 2603(3.50") Passed(39%) -- 1.0 D+1.0 S(Alt Spans) Member Type:Flush Beam Shear(lbs) 722 @ 11'11 1/2" 4541 Passed(16%) 1.15 1.0 D+1.0 S(Aft Spans) Building Use:Residential Moment(R-lbs) 2186 @ 8'1 1/16" 10263 Passed(21%) 1.15 1.0 D+1.0 S(Aft Spans) Building Code:IBC 2015 ed live Load Defl.(in) -0.026 @ 0 0.200 Passggg+ -- 1.0 D+1.0 S(Aft Spans) Design Methodology:ASD Member Pitch:4.56/12 Total Load W.(in) -0.045 @ 0 J 0.209 Passed(2L/830) — 1.0 D+1.0 S(Alt Spans) Deflection criteria:LL(IJ240)and TL(L/180). Overhang deflection criteria:LL(0.2")and TL(2L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 1V 1"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at IV 1"o/c unless detailed otherwise. m( r r Bearingg ;< 6 Loads t0 SyPPort4((bs '." s 9. supports Total.: -AvaOable; Roquired4Dtbad, r Snow ,„'total,. Acoassorles; , 1-Beveled Plate-SPF 3.50" 3.50" 1.50" 255 308 563 Blocking 2-Beveled Plate-SPF 3.50" 3.50" 1.50" 430 582 1012 Blocking •Bloddng Panels are assumed to carry no bads applied directly above them and the full load is applied to the member being designed. Tributary Dead Snwnr Loads cocatlon(Side) Width ;(0 96�. (s sj com rie� < 0-Self Weight(PLF) 0 to 13'2 1/8" N/A 6.1 1-Tapered(PLF) 0 to 1'3 71W N/A 0.0 to 20.8 0.0 to 32.6 from Roof Geo 2-Tapered(PLF) 1'3 7/18"16 to 13'2 N/A 0.0 to 92.3 0.0 to 146.4 Generated from Roof " Weyerhaeuser Notes { ' ­'' � 4 SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siring 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.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 Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by IOC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Robert Yourell Forte Software;Operator -.lob Notes 6/1/2018 1:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonsat Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 9 of 13 f 9 F® R T E® MEMBER REPORT Level,Beam 9 PASSED tG 3 piece(s) 13/4"x 117/8" 2.0E Microllam® LVL Overall Length:18' 1 0 C i, 18' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual f Design R�iift Actual®Loee�on s ".Atbwed ;w Res u@ LW"Load.Combinatpon:(Pattern)` �,;; System:Floor Member Reaction(lbs) 2850 @ 4" 20934(5.50") Passed(14%) — 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 2824 @ 1'5 3/8" 13622 Passed(21%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 23966 @ 9' 30788 Passed(78%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.434 @ 9' 0.433 Passed(L/480) — 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.757 @ 9' 0.867 Passed(L/275) 1.0 D+1.0 S(All Spans) Deflection criteria:LL(1./480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be brand at IV 5"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 19 o/c unless detailed otherwise. Beanrrg' Loads to supports Supports ;:_ Total Avallabk ': RequGed Dead SnowTOWI n4`Accessories F 1-Column-SPF 5.50" 5.50" 1.50" 1256 1595 2851 Blocking 2-Column-SPF 5.50" 5.50" 1.50" 1256 1595 2851 Blacking •Bloddng Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tributary? e; Dead44 Snav Coach; a x ,, �Location(Side) Width x��':`(0 90) P (135) Commerrls 0-Sett Weight(PLF) 0 to 19 N/A 18.2 1-Point(lb) 9'(Front) N/A 1324 2025 Linked from:Beam 7 Support 1 2-Point(Ib) 9(Front) N/A 430 582 Linked from:Beam a Support 2 3-Point(lb) 9'(Front) N/A 430 582 Linked from:Beam 8 Support 2 We erhaeuser Notesa.: 4. s ^ y e,> _ .._ -s'..:. '"� '-:` S SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the siring 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.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 Accessories(Rim Board,Bbddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested to accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaetiser.com/woodproducts/document-library. The product application,input design bads,dimensions and support information have been provided by Robert Yourell Forte software operator Job Notes 6/1/2018 1:03:46 PM � . Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road JobAte (888)676-9417 Orleans MA nathan.grade@biuelinxco.cwm Page 10 of 13 r F® R T E® MEMBER REPORT Level,Beam 10 PASSED t� 1 piece(s) 13/4"x 91/4" 2.0E Microllam0 LVL Overall Length:9'8" 1 0 , 9'r All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Whin Results ` " Actual Lock" `, ; Allowed' Result LDF Load:Combination(Paatbem)_ System:Roof Member Reaction(Ibs) 1067 @ 4" 6978(5.50") Passed(15%) - 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(Ibs) 1062 @ 1'2 3/4" 3537 Passed(30%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(R-lbs) 4748 @ 4'10" 6442 Passed(74%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.167 @ 4'10" 0.450 Passed(L/649) -- 1.0 D+1.0 S(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.274 @ 4'10" 1 0.600 1 Passed(L/394) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:U.(L/240)and TL(L/180). Top Edge Bracing(Lu):Top compression edge must be braced at 6'10"o/c unless detailed otherwise. •Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 9'8"o/c unless detailed otherwise. s BEOrfng LOHds tD Supports(I65) k a x*: 3C � ..¶ $17E1PO .. Total, AnaUable Required , Dead Sitow 7ota1_ Acocssories; 1-Column-SPF 5.50" 5.50" 1.50" 425 642 1067 Blocking 2-Column-SPF 5.50" 5.50" 1.50" 425 642 1067 Blocking •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. Tribi Urig �Desd }% $Ilpyy.x k :✓ -.' .. LOddS LOcat7on(Side) Widthx (0.") ' �( 1$) COItl111�It5 ; 0-Self Weight(PLF) 0 to 9'8" N/A 4.7 1-Point(lb) 4'10"(Front) N/A 805 1284 UnkxxJ from:Beam 6 1 Wey2fflaEUSE1'NOt2S: "_ <.'s, � ., T SUSTAINABLE FORESTRY INITIATIVE Weyerhaeuser warrants that the stung of its products will be in accordance with Weyerhaeuser product design criteria and published design values. Y Weyerhaeuser expressly disclaims any other warranties related to the software.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.Accessories(Rim Board,Blocking Panels and Squash Bbrks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeeser.com/woodproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Robert Yourell Forte software operator Job-Notes _. 6/1/20181:03:46 PM Nathan Grade Michael Vaughan Forte v5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 11 of 13 9 Ft R Y E ® MEMBER REPORT Level,Root Flush Beam PASSED 2 piece(s) 13/4"x 24" 2.0E Microllam® LVL Overall Length:39 o 30' a o All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results_ ,AdUal-0 L ovation h4 r,Allowed:;: ResuN - LDF, Wad:Combination(Pattern)'"�,, .;. System:Roof Member Reaction(lbs) 9143 @ 3 3/4" 13322(5.25") Passed(69%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 76S7 @ 2'S 1/4" 18354 Passed(42%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(Ft-lbs) 65741 @ 15' 76188 Passed(86%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.868 @ 15' 0.979 Passed(L/406) -- 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 1.356 @ 15' 1 1.469 Passed(L/260) — 1.0 D+1.0 S(All Spans) Member Pitch:0/12 Deflection criteria:LL(L/360)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 2'11"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 30'o/c unless detailed otherwise. eeari loads to✓tiPW► ,(lbs) u SUppolts _. irital Available rtequrred 4-DeadA. socw,- Total .. nccess4ries"_ h 1-Column-SPF 5.25" 5.25" 3.60" 3293 5850 9143 None 2-Column-SPF 5.25" 5.25" 3.60" 3293 5850 9143 None 10l(i5 Location(We), W dtlr (0 90) « (1.15) Comments 0-Self Weight(PLF) 0 to 39 N/A 24.5 1-Uniform(PSF) 0 to 30'(Front) 13' 15.0 30.0 Roof Weyerhaeuser NOtes . SUSTAINABLE FORESTRY INnTATNE 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.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 Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyefteuser.cDm/woodproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Marine Home Center-Bob Forte Software Operator, Job Notes 6/14/2018 3:31:49 PM James Hardenbergh Brian Burbic Custom Building Forte V5.3,Design Engine:V7.0.0.5 BlueLinx 133 Maushop 6-14-2018 Marine Home Center-133 Maushop-Bob- (888)676-9417 Barnstable,MA James.4te James.Hardenbergh@Bluelinxco.com - Page 2 of 5 F OR T E® MEMBER REPORT Level,Floor Drop Beam PASSED at' 3 piece(s) 13/4"x 18" 2.0E Microllam® LVL Overall Length:42' o - o Li 14' 14' 14' All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Design Results r.: Actual®Location ,s_Allowed A Resale, LDF Load:Combin0f3oe„(P0ttern) 6 , System:Floor Member Reaction(lbs) 42693 @ 14' 41869(11.00") Passed(102%) -- 1.0 D+1.0 L(Ado Spans) Member Type:Drop Beam Shear(lbs) 16630 @ IT 1/2" 17955 Passed(93%) 1.00 1.0 D+1.0 L(Ado Spans) Building Use:Residential Moment(Ft-lbs) -55343 @ 14' 58130 Passed(95%) 1.00 1.0 D+1.0 L(Ado Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.265 @ 7'1518" 0.440 Passed(1./598) -- 1.0 D+1.0 L(Aft Spans) Design Methodology:ASD Total Load Deft.(in) 0.324 @ 7 7/16" 0.660 Passed(L/489) 1.0 D+1.0 L(Aft Spans) Deflection criteria:LL(t/360)and TL(V240)• Top Edge Bracing(Lu):Top compression edge must be braced at T 5"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 3'6"o/c unless detailed otherwise. Bearing" Lirads to SuPPoitt'(Ibs) •" r" Supports ;F1oor /:'Totat .,Available ltequlred Deadrt. 'We° Tote1 , Accesso4 1•Column-SPF 11.00" 11.00" 4.63" 3825 13787/- 17612/- 1549 1549 Blocking 2-Column-SPF 11.00" 11.00" 11.22" 9564 33129 42693 Blocking 3-Column-SPF 11.00" 11.00" 11.22" 1 9564 33129 42693 1 Blocking 13787/- 17612/- 4-Column-SPF 11.00" 11.00" 4.63" 3825 1549 1549 1 Blocking •Blocking Panels are assumed to carry no loads apprred directly above them and the full load is applied to the member being designed. Tributary ..Dead o ., floor Gve Loads Location(side). width (0 90) (1.00) Commatts, e 0-Self Weight(PLF) 0 to 42' N/A 27.6 1-Uniform(PSF) 0 to 42'(Front) 19, 10.0 40.0 Residential-Living Areas 2-Uniform(PSF) 0 to 4T(Front) 19, 10.0 40.0 2nd Floor loading 3-Uniform(PSF) 1 0 to 4Y(Front) 13' 10.0 40.0 Loft Loading 4-Uniform(PLF) 0 to 42'(Front) N/A 100.0 - Interior Bearing Walls /\ Weyerhaeuser Note$ :. «,. ::, : .. a ., �: ' > � _ 3 , :;8 .,_ .., ur.N 3 . (1jj SUSTAINABLE FORESTRY INITIATIVE 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.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and ESR-1387 and/or tested In accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woDdproduc]s/document-library. The product application,input design loads,dimensions and support information have been provided by Marine Home Center-Bob Forte software operator Job Notes, 6/14/2018 3:31:49 PM James Hardenbergh Brian Burbic Custom Building Forte V5.3,Design Engine:V7.0.0.5 BlueLinx 133 Maushop 6-14-2018 Marine Home Center-133 Maushop-Bob- (888)676-9417 Barnstable,MA James.4te James.Hardenbergh@Bluelinxco.com Page 3 of 5 F® R Y E® MEMBER REPORT Level, 14"360 PASSED 1r IG 1 piece(s) 14"T71@ 360 @ 16"OC Overall Length:21'8" 0 0 20'9' 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual .Design Results - Actual @ Looat6 I.;,... A k,,: = aLOFa :L"O.Comyinatkn(Pattern) - .,' System:Floor Member Reaction(lbs) 744 @ 41/2" 1505(3.50") Passed(49%) 1.00 1.0 D+1.0 L(All Spans) Member Type:Joist Shear(lbs) 719 @ 5 1/2" 1955 Passed(37%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 3792 @ 10'SO" 7335 Passed(52%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Uve Load Defl.(in) 0.364 @ 10'10" 0.523 Passed(L/690) — 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.473 @ 10'10" 1.046 1 Passed(L/531) - 1.0 D+1.0 L(All Spans) TJ-ProT"Rating 1 40 1 40 Passed Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 5'3"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'6"o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge—Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-Prd'Rating include:None 8earirtg # :' loads 60 Supports(tl�) � A_.L '" $i .... rYZ"f..4$Py a. n . . Floor Supports Total . Available Regwred Dead .cline ,Total Accessories . n 1-Stud wall-SPF 5.50" 4.25" 1.75" 173 578 751 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 1.75" 173 578 751 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead Fhwr Line Loads 1.ocabon(Side) spacing '' .(0 90)� {100j 'Commetls " 1-Uniform(PSF) 0 to 21'8" 16" 12.0 40.0 Residential-Living Areas woyerhaeuser Notes. �,.. :� r ;At- Weyerhaeuser SUSTAINABLE FORESTRY INITIATIVE 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.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.Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC FS under technical reports ESR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woDdproducts/document-library. The product application,input design loads,dimensions and support Information have been provided by Marine Home Center-Bob l Forte Software Operator job Notes 6/14/2018 3:31:49 PM James Hardenbergh Brian Burbic Custom Building Forte V5.3,Design Engine:V7.0.0.5 BlueLinx 133 Maushop 6-14-2018 Marine Home Center-133 Maushop-Bo6- (888)676-9417 Barnstable,MA James.4te James.Hardenbergh@Bluelinxco.com Page 4 of 5 �^ ® MEMBER REPORT Level, 11 718"560 PASSED 1� 1 piece(s) 117/8"T)I®560 @ 16"OC Overall Length_21'8" 0 0 20'9" 0 All locations are measured from the outside face of left support(or left cantilever end).Ail dimensions are horizontal.;Drawing is Conceptual DiW n Results' Aca aI @ Lo6ikn Alhiwea �teSu t '' LOF='Foie.Co nbina system:Floor Member Reaction pbs) 744 @ 41/2" 1725(3.50") Passed(43%) 1.00 1.0 D+1.0 L(All Spans) Member Type:.Joist Shear(lbs) 719 @ 5 1/2" 2050 Passed(35%) 1.00 1.0 D+1.0 L(All Spans) Building Use:Residential Moment(Ft-lbs) 3792 @ 10'10" 9500 Passed(40%) 1.00 1.0 D+1.0 L(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.363 @ 10'30" 0.523 Passed(L/691) -- 1.0 D+1.0 L(All Spans) Design Methodology:ASD Total Load Defl.(in) 0.472 @ 10'10" 1.046 Passed(L/531) 1.0 D+1.0 L(All Spans) 77-Pro•"Rating 40 40 Passed -- -- Deflection criteria:LL(U480)and TL(1./240). Top Edge Bracing(Lu):Top compression edge must be braced at 9'1"o/c unless detailed otherwise. Bottom Edge Bracing(Lu):Bottom compression edge must be braced at 21'6"o/c unless detailed otherwise. A structural analysis of the deck has not been performed. Deflection analysis is based on composite action with a single layer of 23/32"Weyerhaeuser Edge'"Panel(24"Span Rating)that is glued and nailed down. Additional considerations for the TJ-Pro'"Rating include:None BM Loads to Supports(Its) Supports Total 1Available Requued Deadr Total A a � s. Live w 1-Stud wall-SPF 5.50" 4.25" 1.75" 173 578 751 1 1/4"Rim Board 2-Stud wall-SPF 5.50" 4.25" 1.75" 173 578 751 1 1/4"Rim Board •Rim Board is assumed to carry all loads applied directly above it,bypassing the member being designed. Dead F1W Live L08dS Lo®tlort(Side) Spatlrtg '>.(0:90). (1.00) Comments 1-Uniform(PSF) 0 to 21'8" 16" 12.0 40.0 Residential-Living Areas Weyerhaeuser Notes 3`e. &' " °- q T SUSTAINABLE FORESM INITIATIVE Weyerhaeuser warrants that the siring 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.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 Accessories(Rim Board,Blocking Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports FSR-1153 and ESR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and Installation details refer to www.weyerhaeuser.com/woodproducts/document-Obrary. The product application,input design loads,dimensions and support information have been provided by Marine Home Center-Bob Forte"art Operator Job Notes, 6/14/2018 3:31:49 PM James Hardenbergh Brian Burbic Custom Building Forte V5.3,Design Engine:V7.0.0.5 Bluel-inx 133 Maushop 6-14-2018 Marine Home Center-133 Maushop-Bob- (888)676-9417 Barnstable,MA James.4te James.Hardenbergh@Bluelinxco.com Page 5 of 5 9 F® R Y E® 306 SUMMARY REPORT 6-14-2018 Marine Home Center-133 Maushop-Bob-)ames.4te Member NameResults.-.,. Cdrrent sohtion Commet>fs _ Roof:Rush Beam Passed 2 Piece(s)13/4"x 24"2.0E Microllam@ LVL Floor:Drop Beam Passed 3 Piece(s)13/4"x 18"2.0E Microllam@ LVL 14"360 Passed 1 Piece(s)14"711@ 360 @ 16"OC 117/8"560 Passed 1 Piece(s)11 7/8"nl@ 560 @ 16"OC Porte Software operator,`. Job Notes 6/14/2018 3:31:49 PM James Hardenbergh Brian Burbic Custom Building Forte v5.3,Design Engine:V7.0.0.5 Bluel-inx 133 Maushop 6-14-2018 Marine Home Center-133 Maushop-Bob- (888)676-9417 Barnstable,MA James.4te James.Hardenbergh@Bluelinxco.com Page 1 of 5 FO R Y E® MEMBER REPORT Level,Beam 12 PASSED IG 2 pieces) 13/4"x 91/4" 2.0E Microllam®LA Overall Length:W 8" 0 0 9'8" 0 All locations are measured from the outside face of left support(or left cantilever end).AII dimensions are horizontal.;Drawing is Conceptual Desi It Results i Actualio.,Lkatloe AHo,4ill', Resuu, . _ LDF.t'Load Comtiination,(P.attern) 'd, System:Floor Member Reaction(lbs) 819 @ 4" 13956(5.50") Passed(6%) -- 1.0 D+1.0 S(All Spans) Member Type:Flush Beam Shear(lbs) 611 @ 1'2 3/4" 7074 Passed(9%) 1.15 1.0 D+1.0 S(All Spans) Building Use:Residential Moment(R-lbs) 1716 @ 4'10" 12884 Passed(13%) 1.15 1.0 D+1.0 S(All Spans) Building Code:IBC 2015 Live Load Defl.(in) 0.036 @ 4'10" 0.225 Passed(L/999+) — 1.0 D+1.0 S(All Spans) Design Methodology:Aso Total Load Defl.(in) 0.060 @ 4'10" d 0.450 Passed(L/999+) -- 1.0 D+1.0 S(All Spans) Deflection criteria:LL(L/480)and TL(L/240). Top Edge Bracing(Lu):Top compression edge must be braced at 9'8"o/c unless detailed otherwise. Bottom Edge Bradng(Lu):Bottom compression edge must be braced at 9'8"o/c unless detailed otherwise. SupoortS Total Available, Required,. .oeaa =Slaw ,Total Accessories„ 1-Column-SPF 5.50" 5.50" 1.50" 336 483 819 Bloddng 2-Column-SPF 5.50" 5.50" 1.50" 336 483 819 Bloddng •Blocking Panels are assumed to carry no loads applied directly above them and the full load is applied to the member being designed. a:y4 -Tributary Laaf)S Location(Side) Widtlr 0-Self Weight(PLF) 0 to 9'8" N/A 9.4 1-Uniform(PSF) 0 to 9 8"(fop) 4' 15.0 25.0 Dormer Hip Weyerhaeuser Notes r r r - �'. � . SUSTAINABLE FORESTRY INmATNE 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.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.Accessories(Rim Board,Bloddng Panels and Squash Blocks)are not designed by this software.Products manufactured at Weyerhaeuser facilities are third-party certified to sustainable forestry standards.Weyerhaeuser Engineered Lumber Products have been evaluated by ICC ES under technical reports ESR-1153 and FSR-1387 and/or tested in accordance with applicable ASTM standards.For current code evaluation reports,Weyerhaeuser product literature and installation details refer to www.weyerhaeuser.com/woDdproducts/document-library. The product application,input design loads,dimensions and support information have been provided by Robert Yourell Forte3oftware,Qperator Job Notes: - 6/1l2018 1:03:46 PM Nathan Grade Michael Vaughan Forte V5.3,Design Engine:V7.0.0.5 Bluelinx 351 Tonset Road Job.4te (888)676-9417 Orleans MA nathan.grade@bluelinxco.com Page 13 Of 13 r Section Plans Verified � Field Verified' . # Insulation Inspection Complies? Comments/Assumptions &Req ID" ,, :Value., �r' Vafue .� l J. 3 , ` y; 303.1 All installed insulation is labeled µ -J ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values m ❑Does Not provided. :` ro � .. .T []Not Observable , []Not Applicable 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 V:of the ❑ 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 ; 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: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 6 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Section Pians Verified 1 Field Ver0led' # Final Inspection Provisionsw `Value' Value complies? -Comments/Assumptions-" 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable ; [ll]l ; II❑Not Applicable ; I I 1 I I ! t I I I 1 I 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 everyQ ; 300 ft'. []Not Observable ' ❑Not Applicable ; 402.2.3 Vented attics with air permeable " "`❑Complies :Requirement will be met. [FI22]2 insulation include baffle adjacent $ ❑Does Not to soffit and eave vents that ` extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 ;Attic access hatch and door R- ; R- all-value ;Requirement will be met. [FI3]1 insulation all-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 ;❑Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 ;Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 cfm/100 ft2 across the system or ft2 ft2 ;❑Does Not <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough-in ❑Not Observable tests,verification may need to ;❑Not Applicable ; occur during Framing Inspection. ; 403.3.2 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [F127]1 :determine air leakage with ft2 ft2 T]Does Not ;either: Rough-in test:Total ; leakage measured with a I ; ; ;[--]Not Observable :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 ! 1 test.Postconstruction test:Total ; ;leakage measured with a pressure differential of 0.1 inch w.g.across the entire system including the manufacturer's air handler enclosure. I 403.3.2.1 ;Air handler leakage designated x " ❑Complies ;Requirement will be met. [FI24]1 by manufacturer at<=2%of s ❑Does Not ;design airflow. > " ❑Not Observable k []Not Applicable 403 1 1 Programmable thermostats : "' ❑Complies ;Requirement will be met. [F[9]2 installed for control of primary r ❑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 [FL10]2 70 on heat pumps. ;Y " ,':_ []Does Not not applicable. []Not Observable ❑Not Applicable ; 403:5 1 Circulating service hot water R ` . ❑Complies :Exception: Requirement is (FII1]2 systems have automatic or Does Not not aPP licable. " ❑ accessible manual controls. t #s .7❑Not Observable ❑Not Applicable ` 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 7 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Section , g 3 �, Plans•Verified -Field Verified ' # -Final Inspection Provisions `Value Complies? Comments/ sumptionsY Req.ID Value E, .; 403:6 1 All mechanical ventilation system ❑Complies ;Requirement will be met. [FI25]2fans not part of tested and listed ❑ „ Does Not HVAC equipment meet efficacy and airflow limits. ❑Not Observable ❑Not Applicable ; 40'3.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [Ft26]2 through one-or two-pipe heating ❑Does Not :not applicable. systems have outdoors etback .e control to Tower boiler water - []Not Observable temperature based on outdoor " Not Applicable Itemperature. 403.5.1.1 f Heated water circulation systems ' .� . ' ,. ❑Complies ;Requirement will be met. [Fl28]2 have a circulation pump.The `� []Does Not system return pipe is a dedicated return pipe or a cold water supply ❑Not Observable pipe.Gravity and thermos- x ❑Not Applicable syphon circulations stems are not present.Controls for . circulating hot water system I 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 _* g 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. s 515.Controls automatically �•tab� f adjust the energy input to the ❑Not Observable 1 heat tracing to maintain the ❑Not Applicable ; desired water temperature in the piping. 403 5 2 ;Water distribution systems that Y Ak;` 5 4 ❑Complies :Requirement will be met. [FI30]2 have recirculation pumps that , ❑Does Not ; pump water from a heated water supply pipe back to the heated _ []Not Observable water source through a cold ❑Not Applicable ; water supply pipe have a demand recirculation water : system.Pumps have controls that manage operation of the ., pump and limit the temperature of the water entering the cold g water piping to 104QF. ,h R. Pr-' 4 ' .vrti[� endPn'. 403.5.4 Drain water heat recovery units ❑Complies ;,Exception: Requirement is [FI31]2 tested in accordance with CSA El 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- a side pressure loss of drain water ` heat recovery units<2 psi for individual units units connected to : +three or more showers. �� W 404.1 :75%of lamps in permanent ❑Complies ;Exception:All lighting is [FI6)1 fixtures or 75%of permanent ❑Does Not :provided by low-voltage ;fixtures have high efficacy lamps. []Not Observable ;systems. Does not apply to low-voltage lighting. ¢,° ❑Not Applicable ; 404.1.1 Fuel gas lighting systems have x � _; ❑Complies ;Requirement will be met. [FI23]3 3no continuous pilot light. 3 , ❑Does Not ❑Not Observable ❑Not Applicable LL PP 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 8 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck f Section Plans verified A Final inspection Provsans' Complees? comments/Assumptwns valued Valiue { 40.1:3 Compliance certificate posted. ❑Complies :Requirement will be met. (FIZ)z `: ❑Does Not []Not Observable ❑Not Applicable 3033 :"Manufacturer manuals for �* Complies :Requirement will be met. ff 1813 mechanical and water heating K f ❑Does Not systems have been provided. ❑Not Observable a ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) -.-,2..1 Medium Impact(Tier 2) 3'Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 9 of 9 Files\Content.Outlook\B639R80)\133 MAUSHOP.rck i RICHIE'S INSULATION INC. 111 OLD BECFORD ROAD WESTPORT,MA 02790 508-678-4474 BUILDING DEPARTMENT TO WHOM IT MAY CONCERN: PLEASE BE ADVISED RICHIE'S INSULATION, INC. INSULATED THE FOLLOW(�ING JOB: ADDRESS: g35MAUSHOP RD 33 - '�a a ' �U TOWN: BARNSTABLE Pe CONTRACTOR'S NAME:BRIAN BURBIC 193S CONTRACTOR'S ADDRESS:P.O. BOX 706, BARNSTABLE CONTRACTOR'S TELEPHONE NUMBER:508-325-2252 THE FOLLOWING INFORMATION IS WHAT WAS USED ON THIS SPECIFIC JOB: MANUFACTURE: ICYNENE p PRO SEAL LEIS MATERIAL USED) THERMAL CONDUCTIVITY PER INCH:7 PER INCH AREA THICKNESS R-VALUE' EXP. ROOFLINE AND 5 Y2" R-38 CEILING 1 EXTERIOR WALLS 2" R-14 STAIRWELL BASEMENT CEILING I GARAGE CEILING j WALK OUT WALL I CRAWL& BASEMENT CEILING OVERHANG CATHEDRAL WALL CATHEDRAL CEIL I WALKOUT WALL 2" R-14 FOUNDATION WALL 2" R-14 a BLOCK/RUNN. 3" R-21 , GABLE 3" R-21 P/V t THANK YOU VERY MUCH FOR YOUR COOPERATION IN THIS MATTER. IF YOU HAVE ANY FURTHER CONCERNS PLEASE CONTACT MY PHONE NUMBER. INSTALLER:ERIC JOHNSON RICHIE'S INSULATION INC. t � A)C_ E 3 MAV-3 o v? &IE, A WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance(Igo CINR 5301.2.1.1)' Q Check Compliance 1.1 SCOPE WindSpeed(3-sec.gust).................................................................. .................................................110 mph ✓ WindExposure Category.................................................................. .........................................................:...B 1.2 APPLICABILITY Number of Stories ..............................................................(Fig 2)............................,stories s 2 stories ✓ RoofPitch ..........................................................................(Fig 2) ........................................... s 12:12 1� Mean Roof Height ..............................................................(Fig 2)....................................V16.... � �ft s 33' aG_ BuildingWidth,W...............................................................(Fig 3).................................... ..y._ft s 80' ... ft s8YBuilding Length,L ..............................................................(Fig 3).................................... ,yam Building Aspect Ratio(LIW) ...............................................(Fig 4)............................................... s 3:1 Nominal Height of Tallest Opening. ...................................(Fig 4)..........................................(.pt— s 6'8" 1.3 FRAMING CONNECTIONS General compliance with framing connections....................(Table 2)................................................................ 2A FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete.............................................................................................................................. Concrete Masonry.................................................................... . 2.2 ANCHORAGE TO FOUNDATION'•3 518'Anchor Botts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only Bolt Spacing—general..........................................(Table 4)............................................... Sly in. ✓" Bolt Spacing from endfjoint of plate ............................(Fig 5)..................................... in.s 6"—12° Bolt Embedment—concrete.........................................(Fig 5)................................................. 7 in.a 7" Bolt Embedment—masonry.........................................(Fig 5)............................................ in.k 15° ._—. PlateWasher...............................................................(Fig 5)....................................... ......k 3"x 3°x Y 3.1 FLOORS Floor framing member spans checked ...............................(per 780 CMR Chapter 55).................................... Maximum Floor Opening Dimension...................................(Fig 6)............................jW ft s 12'or U2 or W/2 Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6)........................................ Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall................(Fig 7)....................................................-L ft s d Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearvwall................(Fig 8).................................................... ' ft s d FloorBracing at Endwalls...................................................(Fig 9).................................................... Floor Sheathing Type ........................................................(per 780 CMR Chapter 55).......... .. .. ..ktG Floor Sheathing Thickness.................................................(per 780 CMR Chapter 55). in. Floor Sheathing Fastening..................................................(Table 2)..5_d nails at,—(', in edge/ I.�,in field 4.1 WALLS T�'' Wall Height Loadbearing walls........................................................(Fig 10 and Table 5)........................... Ift s 10' Non-Loadbearing walls................................................(Fig 10 and Table 5).........................n.�ft s 20' Wall Stud Spacing ........................................................(Fig 10 and Table 5)................... in.s 24°o.c. Wall Story Offsets ........................................................(Figs 7&8)............................................�It s d 4.2 EXTERIOR WALLS3 Wood Studs Loadbearing walls........................................................(Table 5)..............................2x_�p-g ft_Lin. Non-Loadbearing wails................................................(Table 5)..............................2x.4--i-ft_ in. _ Gable End Wall Bracing' FullHeight Endwall Studs............................................(Fig 10).................................................................. WSP Attic Floor Length................................................(Fig 11)............................................. ft 2:W/3 Gypsum Ceiling Length(if WSP not used)...................(Fig 11)............................................_ft a 0.9W 2 x 4 Continuous Lateral Brace @ 6 ft.o.a ..(Fig 11)............................................................ Double Top Plate 1 G. Splice Length .............................................—........(Fig 13 and Table 6)..................................... ft Splice Connection(no.of 16d common nails).. ...........(Table 6).......................................................... AWC Guide to Wood Construction in High Wind Areas: 110 nrph Wind Zone Massachusetts Checklist for Compliance(780 CMR 5301.2.1.1)1 Loadbearing Wall Connections q Lateral(no.of endnailed 16d common nails)..............(Table 7).........................1 V I&...2.-.... Non-Loadbearing Wall Connections Lateral(no.of endnailed 16d common nails)...............(Table 8)....................._...........................:L...YO-5 V Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans ........................................................(Table 9).................................. .left_in.s 11' V Sill Plate Spans ........................................................(Table 9).................................., B ft T in.scc1�1' Full Height Studs (no.of studs)...................................(Table 9)........................................................__1.! _ Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans.............................................................(Table 9)...................................ja It • %in.s 12' V Sill Plate Spans...........................................................(Table 9)..................................gyp ft - in.SIT Full Height Studs(no.of studs)....................................(Table 9)........................................................ AL Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously4 Minimum Building Dimension,W Nominal Height of Tallest Opening2 ............................................................7Z.(ft....... 6W SheathingType..............................................(note 4).............................................,"' Edge Nail Spacing.........................................(Table 10 or note 4 if Igss)........................�_in. FieldNail Spacing..........................................(Table 10)................................................. in. Shear Connection(no.of 16d common nails)(Table 10)........................................................ Percent Full-Height Sheathing.......................(Table 10)...................................................106% 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Apt- Maximum Building Dimension, L Nominal Height of Tallest Opening2.....................................................................!!U,irs 6'8" SheathingType..............................................(note 4)...................................................... I V, Edge Nail Spacing.........................................(Table 11 or note 4 if less)...........................4p In. —'✓ Field Nail Spacing..........................................(Table 11)................................................._.tZin. Shear Connekfion(no.of 16d common nails)(Table 11)........................................................-. %4-je Percent Full-Height Sheathing.......................(Table 11)................................................a?L—% 5%Additional Sheathing for Wall with Opening>68"(Design Concepts)..................... Wall Cladding Ratedfor Wind Speed?.............................................................. ................................................................ 5.1 ROOFS Roof framing member spans checked?.......................(For Rafters use AWC Span Tool,see BBRS Websde) Roof Overhang ...................................................(Figure 19).............. ''ft s smaller of 2'or t.13 Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors 22 Uplift................................................(Table 12)............................................U=20J plf _ Lateral.............................................(Table 12).............................................L=-M plf — Shear............................................... 12).................... * ..... S=--I-Lplf . . . . ............ Ridge Strap Connections,if collar ties not used per page 21.....(Table 13)......... ...................T= Of Gable Rake Outlooker.........................................(Figure 20).............. ft s smaller of 2'or L/2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift................................................(Table 14)............................................U=41?lb. Lateral(no.of 16d common nails)...(Table 14).......................................L=_11k1b. Roof Sheathing Type...................................................(per 780 CMR Chapters 58 and 59).................. Roof Sheathing Thickness...................................................................................h in,z 7/16"WSP/ 1� Roof Sheathing Fastening...........................................(fable 2)................................................,.... ..�C t� Notes: 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 760 CMR 5301.2.1.1 Item 1.If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 16a 2. Exception:Opening heights of up to 8 ft.shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness.pressure treated#2-grade. r REScheck Software Version 4.6.4 Compliance Certificate Project 133 MAUSHOP AVE Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 23% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 133 MAUSHOP AVE BRIAN BURBIC BARNSTABLE, MA 02630 BRIAN BURBIC CUSTOM BUILDING 135 MAUSHOP BARNSTABLE, MA 02630 508 325 2252 bburbiccustom@gmail.com Compliance: 19.4%Better Than Code Maximum UA: 573 Your UA: 462 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. I Envelope Assemblies Ceiling 1: Cathedral Ceiling 2,204 49.0 0.0 0.022 48 Wall 1:Wood Frame, 16"D.C. 3,536 28.0 0.0 0.050 136 Window 1:Wood Frame:Double Pane with Low-E 654 0.280 183 Door 1:Glass 155 0.280 43 Basement Wall 1:Solid Concrete or Masonry 1,850 15.0 15.0 0.028 52 Wall height: 9.0' Depth below grade:9.0' Insulation depth: 9.0' Complianc tatement. The proposed building design described here is consistent with the building plans,specifications, and other calculati submitted with the permit ap ' i W.-fhe proposed buildi as been designed to meet the 2015 IECC require nts in RESche erSlon 4.6.4 and to com I h the mandatory requi=u fisted in the REScheck Inspe hecklist. 07, 'J o t_b-C l Na a Title a C'I- S' Date Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Pagel of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck NfREScheck 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. .�r-�-�, ;s :r. # Pre Inspection/Plan Review Plans Verified F�eld.Ver�fied value..-,, Value Complies2 �NComments/Assumptions Vw &Req.ID , , 103.1, ;Construction drawings and ❑Complies ;Requirement will be met. 103.2 documentation demonstrate ❑Does Not ; [PR1)1 ;energy code compliance for the ;, At, 3 � building envelope.Thermal '. ❑Not Observable ;envelope represented on : ; � ,. ❑Not Applicable ; construction documents. 103.1, Construction drawings and g ❑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 .8 •' ❑Not Applicable ; ;dwelling units must demonstrate compliance with the IECC :Commercial Provisions. T 302.1 Heating and cooling equipment is; Heating: Heating: 1❑Complies ;Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr T❑Does Not [PR2)2 on loads calculated per ACCA ; Cooling: Cooling: ❑Not Observable Btu/hr !' Manual J or other methods ; ; Btu/hr approved by the code official. ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) PiiF�rles\Content.Outlook\B639R80J\133.MAUSHOP.rck oject Title: 133 MAUSHOP AVE Report date: 07/16/18 ata filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 2 of 9 Project Section i" Plans Verif�ed� Field Verified` #' Foundation Inspection w Valued Comptiesi Comments/Assumptions &'Req.ID .: Vatue.. 402.1.1 :Conditioned basement wall R- R- _ ;❑Complies ;See the Envelope Assemblies [FO4]1 insulation R-value.Where interior R_ R_ ;❑Does Not ;table for values. insulation is used,verification may need to occur during ❑Not Observable Insulation Inspection.Not :❑Not Applicable ; required in warm-humid locations in Climate Zone 3. ; 303.2 :,Conditioned basement wall ;#y ❑Complies ;Requirement will be met. [F05]1 :insulation installed per # ❑Does Not ;manufacturer's instructions. - rM a s " ❑Not Observable ; 'V ❑Not Applicable 402.2.9 :Conditioned basement wall ft ft i.ElComplies ;See the Envelope Assemblies [F06]1 insulation depth of burial or :❑Does Not ;table for values. distance from top of wall. ;❑Not Observable ; ❑Not Applicable eta . 303.2.1 A protective covering is installed ❑Complies :Requirement will be met. [FO11]2 to protect exposed exterior 4 �r El Not . insulation and extends a minimum of 6 in. below grade. a x. []Not Observable ; ❑Not Applicable ; 403.9 Snow-and ice-melting system " ❑Complies ;Exception: Requirement is [FO12]2 controls installed. z_n; ❑Does Not ;not applicable. ❑Not Observable ems" ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 3 of 9 Files\Content.Outlook\B639R80)\133 MAUSHOP.rck I Section V 4V Field Verified Comments/Assumptions Planserified# Framing/Rough In Inspection Complies? ae ,Value 402.1.1, :Glazing U-factor(area-weighted ; U- ; U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3.3, 402.3.6, ;❑Not Observable 402.5 ;❑Not Applicable [FR2]1 ; 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance V ❑Does Not j with the NFRC test procedure or f ❑Not Observable ; taken from the default table. c 4 ❑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 , ❑Not Applicable ; 402.4.3 Fenestration that is not site built ❑Complies ;Requirement will be met. [FR20]1 is listed and labeled as meeting „ V r ". ❑Does Not ;AAMAMDMA/CSA101/I.S.2YA440 I or has infiltration rates per NFRC Y; ❑Not Observable ; 400 that do not exceed code ❑Not Applicable ; ;limits. t _ , 402.4.5 IC-rated recessed lighting fixtures " #` ❑Complies ;Requirement will be met. [FR16]2 ?sealed at housing/interior finish ❑Does Not ,a and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable 4 ❑Not Applicable ; 403.2.1 !Supply and return ducts in attics . ❑Complies :Requirement will be met. [FR12]1 !insulated >=R-8 where duct is ❑Does Not >=3 inches in diameter and >= R-6 where<3 inches.Supp y and g f w []Not Observable ; 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. [FR:15]3 ducts or plenums. - ❑Does Not ` f r ❑Not Observable j w _ Applicable ❑Not ; 40 3.4 HVAC piping conveying fluids R- R- ❑Complies :Exception: Requirement is [FR17]2 above 105 QF or chilled fluids ;❑Does Not :not applicable. below 55 QF are insulated to?:R- ; 3 ; ,❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC 7.. ❑Complies :Exception: Requirement is (FR24]1 ;piping. Vlkv ❑Does Not not applicable. []Not Observable ; v � ❑Not Applicable , 403 5.3, Hot water pipes are insulated to R- R- ;❑Complies :Requirement will be met. [FR18]2 ?R-3. ;❑Does Not ;❑Not Observable ❑Not Applicable 403 6 `.Automatic or gravity damper s are ❑Complies ;Requirement will be met. (FR19]2 installed on all outdoor air ❑Does Not intakes and exhausts. []Not Observable ; 4 ._.❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2; Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 4 of 9 Files\Content.Outlook\B639R80J\13? MAUSHOP.rck i 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3; Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 5 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Section # Plans Verified ;Field Verified Insulation Inspection ,..Value- I t 4 "' Complies? Comments/Assirmpt�ons Sc R60: D �. '� x..b �� 303.1 All installed insulation is labeled; ❑Complies :Requirement will be met. [IN13]z or the installed R-values . .❑Does Not provided. ` k : „ ❑Not Observable , ❑Not Applicable 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 Y2 of the ❑ Wood ;❑ Wood ;❑Does Not :table for values. 402.2.6 ;wall insulation on the wall ;❑ Mass ;❑ Mass ❑Not Observable : [IN3]' :exterior,the exterior insulation ;requirement applies(FR10). :❑ Steel ❑ Steel t❑Not Applicable ; : 303.2 all insulation is installed per ' E" ' `' ❑Complies ;Requirement will be met. ;W [IN4]1 :manufacturer's instructions. a ❑Does Not . . 3 ; :. ❑Not Observable .; ❑Not Applicable ; Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 6 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Section Plans Verified Field Verified # Final Inspection Provisions,, Value,. Uaue °mples? C me�nts/Assumption &Req.ID1,7 �. x 402.1.1, ;Ceiling insulation R-value. R- R- :❑Complies :See the Envelope assemblies 402.2.1, ;❑ Wood ;❑ Wood ;❑Does Not ;table for values. 402.2.2, Steel ❑ Steel ;❑Not Observable 402.2.E[FI1] ;❑Not Applicable 303.1.1.1, Ceiling insulation installed per - ❑Complies ;Requirement will be met. 303.2 :manufacturer's instructions. A ❑Does Not , [FI2]1 :,Blown insulation marked ever y �" % " ❑Not Observable ; 300 ft2. F []Not Applicable 402 2.3 Vented attics with air permeable '` ❑Complies :Requirement will be met. [F[22]2 insulation include baffle adjacent a ❑Does Not 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 >_R-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 T]Does Not <=3 ach in Climate Zones 3-8. ;❑Not Observable ❑Not Applicable 403.2.3 {Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies :Requirement will be met. [F14]1 cfm/100 ft2 across the system or ft2 ftz ;❑Does Not <=3 cfm/100 ft2 without air ; ❑Not Observable handler @ 25 Pa. For rough-in ;tests,verification may need to ! :❑Not Applicable ; ;occur during Framing Inspection. 403.3.2 ;Ducts are pressure tested to cfm/100 cfm/100 :❑Complies ;Requirement will be met. (FI27]1 :determine air leakage with ftz ftz ;❑Does Not either: Rough-in test:Total ;leakage measured with a ; ;❑Not Observable pressure differential of 0.1 inch ; ❑Not Applicable w.g.across the system including :the manufacturer's air handler ;enclosure if installed at time of ; ;test.Postconstruction test:Total ; leakage measured with a ; pressure differential of 0.1 inch :w.g.across the entire system including the manufacturer's air ; handler enclosure. 403.3.2.1 ;Air handler leakage designated `_ ❑Complies ;Requirement will be met. [FI24]1 :by manufacturer at<=2%of 0 ❑Does Not design air flow. []Not Observable ❑Not Applicable 4011.1. `;Programmable thermostats ❑Complies :Requirement will be met. [FI9]z installed for control of primary m� �.� , ,,. ❑Does Not ]heating and cooling systems and " ` initially set by manufacturer to []Not Observable code specifications. �^ "` t ❑Not Applicable ; 403.1.2 Heat pup thermostat installed ❑Complies ;Exception: Requirement is [FI10]z on heat pmumps. s ;; ; „ ❑Does Not :not applicable. ❑Not Observable ❑Not Applicable 403.5 1 Circulating service hot water ❑Complies ;Exception: Requirement is [Flil]z )systems have automatic or '. '` ❑Does Not ;not applicable. `accessible manual controls. r []Not Observable ❑Not Applicable ; 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 7 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Veri Section Final Inspection Provisions Plans Ver�f�ed FieIV,Value Complies? Comments/Assumptions' Value X &Req.ID � ..��. , , 403.6.1 All mechanical ventilation system ❑Complies :Requirement will be met. [F125]2 fans not part of tested and listed ❑Does Not HVAC equipment meet efficacy and air flow limits. ; � � ❑Not Observable : a ❑Not A licable 403.2 Hot water boilers supplying heat ❑Complies ;Exception: Requirement is [F126]2 through one-or two-pipe heating � .,.. ❑Does Not not applicable. systems have outdoor setback " control to lower boiler water QV, ❑Not Observable ❑Not Applicable temperature based on outdoorr � ; temperature. 403.5.1.1 I Heated water circulation systems 5 k f „;❑Complies :Requirement will be met. [FI28]2 have a circulation pump.They 4. ,;„ ❑Does Not system return pipe is a dedicated r []Not Observable return pipe or a cold water supply Y pipe.Gravity and thermos- 3 ❑Not Applicable ; syphon circulation systems area 3 not present. Controls for ' circulating hot water system pumps start the pump with signal =F ; for hot water demand within the m : occupancy.Controls ' d� automatically turn off the pump when water is in circulation loop is at set-point temperature and no demand for hot water exists. 403.5.1.2 Electric heat trace systems n�- [ 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 gX. ❑Not Applicable ; desired water temperature in the ; piping. .21 :` 403.5.2 Water distribution systems that y'• µ ❑Complies ;Requirement will be met. [FI30]2 have recirculation pumps that �� h `, ❑Does Not pump water from a heated water supply pipe back to the heated , 4: ❑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 temperatureI ,'. of the water entering the cold ; water piping to 1044F. r 403.5.4 Drain water heat recovery units ❑Complies :Exception: Requirement is [FI31]2 tested in accordance with CSA frm" " `.. ❑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 Vie. or two showers. Potable water- side pressure loss of drain water P e� , heat recovery units<2 psi for ; individual units connected to three or more showers. 404.1 175%of lamps in permanent ` ❑Complies ;Exception:All lighting is [FI6]1 fixtures or 75%of permanent `' ❑Does Not provided by low-voltage ;fixtures have high efficacy lamps " '. " systems. Does not apply to low-voltage „, ❑Not Observable : lighting. y;_{ ; ,. ❑Not Applicable ; 404.1.1 ;1 Fuel as lighting systems have g g g y ❑Complies Requirement will be met. [.FI23]3 i no continuous pilot light. s ❑Does Not -� � ❑Not Observable : .' []Not Applicable ; 1 High Impact(Tier 1) 2` Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 8 of 9 Files\Content.Outlook\B639R80)\133 MAUSHOP.rck `Section _ Plans Verified F�eldhVer�fied y # Final Inspection Provisions Cgmphes? icomments/Assumpti ns; Si>Req.lD �. Value N 1/alue 4 .a .. 401 3 Compliance certificate posted. 9 UComplies :Requirement will be met. [FI7]2 a ❑Does Not ' ❑Not Observable ❑Not Applicable 303.3 :Manufacturer manuals for ❑Complies ;Requirement will be met. [FI18]3 i 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 s Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 07/16/18 Data filename: C:\Users\BYoureli\AppData\Local\Microsoft\Windows\Temporary Internet Page 9 of 9 Files\Content.Outlook\B639R80)\133 MAUSHOP.rck _ _ I r 2015 IECC Energy Efficiency Certificate • Mum Above-Grade Wall 28.00 Below-Grade Wall 30.00 Floor 0.00 Ceiling/Roof 49.00 Ductwork(unconditioned spaces): a... Window 0.28 Door 0.28 Heating System: Cooling System: Water Heater: Name: Date: Comments f 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 k }plans Verlfietl Field Ver�f�ed 1` # Pre-Inspection/Plan Review Complies?, Comments/Assumptions ValueR k „s value & Req.lD �. ., 103.1, ;Construction drawings and 4 , ❑Complies ;Requirement will be met. 103.2 documentation demonstrate " ` ❑ Does Not [PRIP ,energy code compliance for the ❑Not Observable building envelope.Thermal x,. .•.°F `p +envelope represented on ❑Not Applicable ; construction documents. ,; �•o- � � • `, 103.1, :Construction drawings and .' ❑Complies ;Requirement will be met. 103.2, :documentation demonstrate � ,, �� :z � M> ❑Does Not 403.7 :energy code compliance for [PR311 ;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 [PR2]2 on loads calculated per ACCA Cooling: Cooling: Manual J or other methods ; ;❑Not Observable Btu/hr Btu/hr approved by the code official. ; ; Applicable ; I ;❑Not A ; Additional Comments/Assumptions: 1 JHigh Impact(Tier 1) `2', Medium Impact(Tier 2) 3: Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 2 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck CREScheck Software !Version 4.6.4 �J( Compliance Certificate Project 133 MAUSHOP AVE Energy Code: 2015 IECC Location: Barnstable, Massachusetts Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 0 ft2 Glazing Area 23% Climate Zone: 5 (6137 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 133 MAUSHOP AVE BRIAN BURBIC BARNSTABLE, MA 02630 BRIAN BURBIC CUSTOM BUILDING 135 MAUSHOP BARNSTABLE,MA 02630 508 325 2252 bburbiccustom@gmail.com Compliance: 21.6%Better Than Code Maximum UA: 573 Your UA: 449 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies ammlift imam � Ceiling 1:Cathedral Ceiling 2,204 49.0 0.0 0.022 48 Wall 1:Wood Frame, 16"D.C. 3,536 37.0 0.0 0.045 123 Window 1:Wood Frame:Double Pane with Low-E 654 0.280 183 Door 1: Glass 155 0.280 43 Basement Wall 1:Solid Concrete or Masonry 1,850 15.0 15.0 0.028 52 Wall height:9.0' Depth below grade:9.0' Insulation depth: 9.0' Compliance Statement. The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.6.4 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Pagel of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Section qt # Foundation Ins ection Plans Verified Field Verified &`Req.ID p f` Value" x' Val'.ue� - Complies. ;Comments//Assumptions 402.1.1 :Conditioned basement wall R- R- ;❑Complies ;See the Envelope Assemblies [F04]1 :insulation R-value.Where interior; R R_ ;❑,QNot Observable Not table for values. insulation is used,verification , , ,may need to occur during , Insulation Inspection.Not ; ;❑Not Applicable ; required in warm-humid locations in Climate Zone 3. ; 303.2 ;Conditioned basement wallw ❑Complies ;Requirement will be met. [FO5]1 :insulation installed per []Does Not manufacturer's instructions. # ' QNot Observable ❑Not Applicable 402.2.9 ;Conditioned basement wall ; ft ft ;❑Complies ;See the Envelope Assemblies (F06]1 :insulation depth of burial or ;❑Does Not ;table for values. distance from top of wall. ;QNot Observable ❑Not Applicable ; 303.2.1 A protective covering is installed ❑Complies ;Requirement will be met. [F011jz to protect exposed exterior x ❑Does Not insulation and extends a �' > . ; minimum of 6 in. below grade. []Not Observable `.� . s, ❑Not Applicable 403.9 Snow-and ice-melting system ❑Complies ;Exception: Requirement is [F012]2 controls installed. ❑Does Not not applicable. r" QNot Observable []Not Applicable , Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) LData ct Title: 133 MAUSHOP AVE Report date: 06/15/18 filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 3 of 9 \Content.Outlook\B639R80J\133 MAUSHOP.rck r Section plans Verified Field Venf�ed # Framing,/Rough In Inspection Complies? Comments/Assumptions &.Req.ID ` _ r Value> d Value 402.1.1, ;Glazing U-factor(area-weighted ; U- U- ;❑Complies ;See the Envelope Assemblies 402.3.1, average). ❑Does Not ;table for values. 402.3. , 402.3.6, ; ;❑Not Observable ' ; 402.5 ;❑Not Applicable [FR2]1 303.1.3 ;U-factors of fenestration products ❑Complies ;Requirement will be met. [FR4]1 :are determined in accordance - ❑Does Not ;with the NFRC test procedure or k' ;taken from the default table. & F '°s j ` []Not Observable ; J, ❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier # ❑Complies :Requirement will be met. [FR23]1 installed per manufacturer's g ❑Does Not instructions. ❑Not Observable ' ❑Not Applicable 402.4.3 ;Fenestration that is not site built x ?s ❑Complies ;Requirement will be met. [FR20]1 ;is listed and labeled as meetin '� ;AAMA/WDMA/CSA 101/1,S.2/A440 " �­p []Does Not ;or has infiltration rates per NFRC F' ; i �, []Not Observable ; 400 that do not exceed code ( []Not Applicable ;limits. m 402.415 IC-rated recessed lighting fixtures a , 4 ., ❑Complies ;Requirement will be met. [FR:16]2 sealed at housing/interior finish ❑Does Not and labeled to indicate:s2.0 cfm v leakage at 75 Pa. ❑Not Observable 94 it ❑Not Applicable 403.2.1 :Supply and return ducts in attics rg ❑Complies ;Requirement will be met. [FR12]1 ;insulated >=R-8 where duct is ❑Does Not >=3 inches in diameter and>= �. H R-6 where<3 inches.Supply and a. ❑Not Observable return ducts in other portions of g ❑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]3ducts or plenums. &` a ,a '° []Does Not t ❑Not Observable ' ❑Not Applicable 403.4 ,HVAC piping conveying fluids R- R- ;❑Complies ;Exception: Requirement is [FR17]2` above 105$F or chilled fluids j ;❑Does Not :not applicable. below 55 4F are insulated to_>R- t 3 ; ;❑Not Observable ❑Not Applicable 403.4.1 Protection of insulation on HVAC ❑Complies ;Exception: Requirement is [FR24]1 piping. ❑Does Not ;not applicable. . f ❑Not Observable ; []Not Applicable 403.5.3 !Hot water pipes are insulated to R- R- ;❑Complies ;Requirement will be met. [FR18]2 ;!R-3. j ;❑Does Not ;❑Not Observable ❑Not Applicable 403.6 Automatic or gravity dampers are ❑Complies ;Requirement will be met. FRAF installed on all outdoor air F ;, ,t¢ r y []Does Not intakes and exhausts. W .. ❑Not Observable ❑Not Applicable ; Additional Comments/Assumptions: 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 4 of 9 Files\Content.Outlook\B639R80)\133 MAUSHOP.rck i 1 High Impact(Tier 1) T72, Medium Impact(Tier 2) 3;,;:Low Impact(Tier 3) Project Title: 133 MAUSHOP AVE Report date: 06/15/18 Data filename: C:\Users\BYourell\AppData\Local\Microsoft\Windows\Temporary Internet Page 5 of 9 Files\Content.Outlook\B639R80J\133 MAUSHOP.rck Swanson Structural, Inc. Paul W. Swanson,P.E. Engineering Services 92 Acre Hill Road commercial Barnstable,NIA 02630-1529 residential Phone 508-44611042 heavy timber Paul?_SivansonStructural.com .......... ............................. ...............................................................-................................ ............. .................................................. ....................................................... ..................... ............................. .................. ................... ................................................................... .............................................................................. ................................ ....................................... ............. ---------- ........................... ........................................................ ............................. ................................... ....... ............... ........... .................................................... ....................... ........... ........................................... .......... .......................................................I.................................................. ............ ........ ........................................................................................................................................... ............. ......................................... ............ ............................. ........................ . .................. ........................................................... ............................................................... .................. ........................... ..................................................................... .................................................... ------ ...................... .............. ............... -------------........................................................ .............. v PIFA A rop- 10 .LLED L .................... ...................................-.-I............. .............. .......... ....................... .. .................... .. ............................................................. .............. ..............-................................ ..................................... .............. ....................... .............. .............. . ...................................................- ..............I............ .............. ............................ ............ .....................................4........... .......................................................... ........................................ ............................ .............. .............................. ............. .................. ............. ............. .... ............ 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Engineering Services 92 Acre Hill Road commercial Barnstable,MA 02630-1529 residential, Phone 508-446-1042 heavy thither PauR_SwansqnS&uctztraL coin ............. ............................................................................................................................... ...................... .... ...................................................................................... ........... ................... ............ . ............................... . .............. .............. ............... ......................................... ............ .............. ....................................... ........................................ ................................................... ........... ................** -4..........6..................... ............. ............................ ............ . .................... .......... ............... .... .. . ............. . ................. ................................................................................................. ................................. ......................................... .......... . ................................. ............ ................................... .................................... .............. ...................................... ..................... .................... ......................... ....................................... ... ......................... .......................................................... ........... ............................ ....................................... ....... ....................... ... ................................... ............................................ ............ .......... ........ ................................... ................................................................... ............................................. ..................................................................... ...... ............ ............. .............. ........... . ..... ... .........711)..�. ..... t .......... ....................................................... ........... .............. ... ..................... ..............................................................................................................I...................................................................... 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Job Name-694VIrY S)"O"L keiA Z"/A/4 4tA L Job Number. :5910 Location. J3 3 44,4 Vs W10 A VCA1 11C 0,4,e N S 7A6L-CZ MA Sheet 2. of 2 . Client 96C-1.1 eOIA.J r f,LC By Date 7 1/6 2018 BE€ 31150 P267 �15371 to 04--04--2018 a 01 %130A t� Q TOWN OF BARNSTABLE PLANNING BOARD FORM G J RELEASE OF LOTS UNDER COVENANT Barnstable,Massachusetts: date 1-11-2018 The undersigned,being an authorized agent of the Planning Board of Barnstable,Massachusetts,hereby certifies that the following lots owned by Andrew Maher/Beach Point LLC, securing the covenant dated May 22,2007,and recorded in Barnstable District Deeds,Book 22046,Page 323,(or registered on Certificate of Title No. , Document# ),and shown on a plan entitled"Modification of No.658&No.362 Definitive Plan Subdivision of Land in Barnstable.MA"and recorded with said Deeds,Plan Book 617,Page 42,(or registered in said Land Registry J Q District,L.C.# ),are hereby released from the restrictions as to sale and building specified in said Covenant. Said lots are designated on said plan as follows:Lot 11&Lot 12 -Z SUBDIVISION# 658&362 V Mary B'Vrry,Chai Planning Boar -Town of Barnstable J ECOMMONWEALTH OF MASSACHUSETTS Barnstable,Massachusetts,ss 4- b, A 20 ,M j Then personally appeared Nato ato ayn an authorized agent of the n of Ber Planning Board of the Towle,Massachusetts and acknowledged the foregoing instrument to be the free Q, act and deed of said Planning Board,before me. 41 Yy-2!,.r� NOTARYPUBLIC My commission expires: KAREN A. HERRAND After recording,return to: Norary Public COMMONWEALTH OF MASSACHUSETTS (� Town of Barnstable PlanningBoard MY Commission Expirss January 14. 2022 m 200 Main Street Hyannis,MA 02601 BARNSTABLE REGISTRY OF DEEDS :y.� .�s,�'.;k �o��•'o�s John F. Meade, RegisterYco�,�,o BOOK�PAGE 72 `p RECEiVEO AND REC THE VNDERSU7HEIN BEING THE MA.WR111'OF THE 33S E mAAoes p BARNSTABLE PUNNING BOARD HEREBY CERRFY not RAT P;35 arnro H Rom, T7AT WE APPROVAL OF THIS PUN HAS 90T BEEN. MODIFlED,AMENDED OR ReanU D,NOR THE PLAN Gp[cl5$inrL9 MYCHANGED r \ JOHN F.HEA. E i �rn4 ei P I�q w �e[Ps,•anra k9' �.p�,��{ xv a N "•Or 0 00 w • I•. 1% /// S91aps'E �� Nam Q19 �E �/ � � N.mle N.cFrYJO•e arsssaes 61 SSJ9TPM - Lot 10 A 3\ A-845902 Sq.Ft. 4 s\ shore -1es NI29 $ Lot 4 N MSM�E Lot 11 ,., a Aroo=B.L I So FL O eouaR cwen.�us�er�rrreeuw-Corer 1 A[ee�6&C, SO,rt. 1 215t A— _ Q era NANz 4 1 e 1 1.525*ACw ( v1 +^,oGe a761 1 91oje a 155 Auamsz 4 / Lot 12 g / A-76.2X SP Ft. .. / 1.753 Aces •L s[ umrxT - Shope-124 %, ` \\ .6 4 ' 52'�r,:,u ' yE Offs/joo# A d �9" ---=;;� ,.�s.__y—,i-ae•— +s; Lot 3 - 5 7 45aLS' .oe,N . - it �,PxxG,ANeeAT[Ta _ - 8 axm• a„[[.x,,,., ArINI=840671t 5>p Ft. "1 \ im[�u ax>n .u�nn aEmm s <-iaa' N.mlYx(� Icasam I Wiser ` µI 202=Aw . I jwazr W.Av Ye A. R.xxP \ 95 ` ` Shgoa-1&4 ��y�� �G1Ntm ! Fsp. MOS' Wt N 9xMl M 1 A maY.ps \ ']' m N� 90 Lot 5 e ne L�.Al��,f,/LWIV/QAdf AE CLERK ME rove ai ° ' m Aroo=1,5B93 Sµ ft. '^ - Sr ARTIFY n1.\T ME NOTCE dF APPROVA OF MIS Pun q. 0 t O eDOdoble Lot) S WAS RECEIVED D RECORDED IN MIS OFFICE AND MAT N0 NOTICE OF ppgg A,-•`- ;S RAPPMPTEAL AND NAS RERF D a INOVX lY l D NE%T iOUANIH;ME 9 a 61-= . It l as DAM l QEIOI > Lot 1 LOCUS — . a Ar-64.Fs2t sa FL Lot 2 < Ix 'I � :j' Arco-es154t Sa Ft. BARN-STABLE PLANNNG BOARD LOCUS MAP 4 '✓ u�N wee i NaM69 n L5D!AGWs Or SGLLE 9rpe n 17.7 7 I d 2O2S A— APPROVAL UNDER WE SUBDIMS)'ON I•-20aT ee']A eAa iAaG au o2AP I ', grope-tag CONIFa"W 1S REOURED ASSESSMS MAP 299 PARCEL 95 i SI ` ASSESSORS YAP 2.2 PARCEL A6-1 + AP )e PARCEL Ni-2 pA A55ESSM4 YAP 270 PARCEL A6-3 xI P %' LONS IS INVN—A—ZONE t AS IV—! Seine Ilad ON 25000bW10 FlGOD INSIMANCE RATE WP . -_— ZOWG SUMMARY(M) TA N 2 E IA (FWY)07/02/1992. — N lPWYS•E t4Ixa' txi¢f I suITI—AREA-u.6e MMARY ZIXUNC NSa1 1 RG RE5—DISINOT REFERENCES uN.Lor s2E u.aoO SF. '"""�''wE�� '' ,.aA wllraro '� WN�NN I sates WA oleo ArmROvu a•nxs PUN wercr m GEED 900C I9.e5 PACE 257 �IN.Lot WIDM zaD' NA I9Aw r,r., P o ae,m CGVFUANCE nM R/E COVENANT Rl Bf DEED BOON IOB]4 PACE 1] LOt fRMTAI£ :NY REWPDfD AERfINRr PUN 8001(008 PAGE I5 YIN.MINT ad MODIFICATION OF PLAN BOa(Hl PAGE 55 YIN.SIDE SETBACKTBACK IS' MININo. 858 8 No. 362 PDRDON o ME SITE IS aMIN ME DEFINITIVE PLAN W EAO PROTECMN OVFAIAY DISRSCT. SUBDIVISION OF LAND I MR—MAT MIS Pun WAS MADE IN N A¢OR Ma UM REOMMv OF OEEDS - pEGUUnMS 6TEtmE JANGARY I. OWNERS/APPLICANTS BARNSTABLE, MA 1976.AND AS AMENDED JPNUARY], I99B' ASSESSORS WP 278 PARCEIS A6-3.Aa-2 a NMI fRAnCES N.B119M-(NNMI PREPARED iM BAR STA FOUR ACRE REALTY TRUST - n BARNSTA9IE.NA 02eb (DEED BaOK I09]a MADE 17) " I � ASSESSMS YAP 299 PARCEL 95 8 ' door+ cape engineering, inc. sue:+' so' DR"., —7I=°05 5 OWARD W.VA%ALARD AND VIRGNIA E.11004AM. REV. WV.a 2005 DAM AVE H.OUTA.P.LS. MISTic<M ME FOUR ACRE REALTY TTNST N• CIVIL ENGINEERS REV: Era e,2006 P.a 90K 255 -Q LAND SURVEYORS DAMNS a.W 025b PM NEGSMY USE (DEED ROM 19MU PAGE z5]) 959 011110 6L D m 02675 GATE ARNE H.OJALA PLS,P.E. �9�POII. mI alb e,Pec PtS N.-aN i �I e�F LEGEND SYSTEM DESIGN: ALL SYSTEM COMPONENTS SHALL BE �i-1`- SYSTEM PROFILE MARKED WIT„MAGNETIC TAPE OR NOTES TD S m COMPARABLE MEANS FOR FUTURE LOCATION. �7 GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN.20'DMM.WATERTIGHT 1.DATUM IS NAVD 88 J'�J�-, •Py�c \ ----99-- EXISTING CONTOUR ACCESS COVERS TO WITHIN 6'OF FIN.GRADE -CONCRETE COVERS TO WITHIN 3-GRADE 2.MUNICIPAL WATER IS PROPSOED R 2'PEASTONE.OR CEOTEXRLE X 901 PROPOSED 6 BEDROOM DWELLING ar .! Ex15T.SPOT"cLEV. FlLTER FABRIC OVER STONE '"9d DESIGN FLOW: 6 BEDROOMS 0 110 CPD = 660 GPD \ 129.5 MINIMUM.75'OF COVER OVER PRECAST 3.MINIMUM PIPE PITCH TO BE 1/8'PER FOOT. -{99j- PROPOSED CONTOUR 2R SLOPE REQUIRED OVER SYSTEM 129 USE A 660 GPD DESIGN FLOW MI 4.DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS LOCUS 198.<J PROPOSED SPOT EL ONp� THICKNESS REQUIRED � PRECCAST KS R!SEftS TO BE AASHO N-1.4 4'0SCH40 PVC M RTAR ALLL THI SEPTIC TANK: 660 GPD (2) = .3 .. 4 LIT I��--�I-I�PIPES LEY'EL 1ST 2 4. COMPONENTS H-10 5.PIPE JOINTS TO BE MADE WATERTIGHT, TEST HOLE 2 wN.I olW.l I / FENDS (1YP.) INY_ 5 F 125- A USE A 7500 GAL SEPTIC TANK r ' SLOES 6.CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH e ice 2� SLOPE OF GROUND •�'1O +30o pu N- ( > '1 No gpgp ay 310 CMR 15.000 TITLE 5. `6+ y -� - 25 92 s T.NX 125.6T 8�® ��® - LEACHING. ♦ MVR WATERTEST D'BOX 7.THIS PLAN IS FOR PROPOSED WORK ONLY qHD NOT TO R IJ�.� lliilll•POLE IDES:2 50.5+ 12.83 2 .74 - 187 GPD AcuE°A EGuI crs �^ FOR LEVELNESS . BE USED FOR LOT UNE STAKING OR ANY OMER - �� \ uO 1 S ( 83 .'_. 125.56,/ 125.39' PURPOSE. ��-"L-` r A WC FIRE HYDRANT BOTTOM 50.5 x 12.83 .74? = 479 GPD ^^"a 8.PIPE FOR SEPTIC SYSTEM TO SCH.40-1'PVC. T--~ L W2 N°f ua SYN9RL5 YA ^""'^^^, -^�\C`�•.�as TOTAL: 901 S.F. 666 GPD .,- ", o I 3/4--1-1/2'DOUBLE WASHED STONE 4'MM. M-10 500 GAl.LEACHING CHAMBER BY ACME PRECAST OR EQUAL "^"o^"^ ALL AROUND PRECAST STRUCTURES (5)UNITS REQUIRED 9.COMPONENTS NOT TO BE BACKFILLED OR CONCEALED 6'CRUSHED STONE OR MECH CAL OVERALL DIMENSIONS TO OUTSIDE Oi STONE 40.50'X f2.83' WITHOUT INSPECTION BY BOARD OF HEALTH AND USE (5) 500 GAL. LEACHING CHAMBERS(ACME OR EQUAL) L_ COMPACTION.(15.221[2D PERMISSION OBTAINED FROM BOARD OF HEALTH. WITH 4 STONE ALL AROUND 10.CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING OIGSAFE(1-888-344-7233)AND VERIFYING THE LOCUS MAP LOCATION OF ALL UNDERGROUND&OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE f t 116'BOTTOM TH-2 (�'SR SLOPE) ( R SLOPE) (�R SLOPE) NO GROUNDWATER FOUND 11.ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 278 PARCEL 46-2 / _ _ MA REMOVED BENEATH AND 5'AROUND THE PROPOSED LOCUS IS WITHIN FEMA FLOOD ZONE X V ''^ (� FOUNDATION- 25 SEPTIC TANK II' LEACHING APPROVED DATE BOARD OF HEALTH D' SOX 21 FACILITY LEACHING FACILITY. (AREA OF MINIMAL FLOOD HAZARD) AS 11 CUTTERS AND DOWNSPOUTS TO BE DIRECTED TO SHOWN ON COMMUNITY PANEL #25001CO558J DRYWELLS OR ROOF DRIP LINES TO STONE TRENCHES, DATED 7/16/2014 'THE INSTALLER SHALL VERIFY THE + LOCATIONS OF ALL UTILITIES AND ALL 1 BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY • ' N'.m -. .- - i PORTION OF SEPTIC SYSTEM _. � �.-y\ ZONING SUMMARY / I ZONING DISTRICT: RG RESIDENTIAL DISTRICT -` .• .�` '/L I_OT`_I�� ` `1 �I \ (, s72- \•.' MIN. LOT SIZE 65.000 S.F. �6' MIN. LOT WIDTH 200' b6,0 4 5 F: 1 z',z6•E _� n11N. LOT FRONTAGE 20' 1.52 ACMIN. FRONT[ 30, 15.5 TEST HOLE LOGS MIN SIDE SETBACK SETBACK 15' MIN. REAR SETBACK 15' 3 •MAUSFiLr-AVE. •`\h '� / / I 2g)� i ' 1� y - ENGINEER DANIEL F GONSAA VES, SE d13587 MAX. BUILDING HEIGHT 30, ,_ REIAI ING� 1 ..1 / / )\._'•^� '( WALL, AIN N� -\ `O / ry 1 1 5 l WITNESS: 1� 20'4 -� SITE IS W OLD KINGS HIGHWAY HISTORIC DISTRICT l -�/ ( ' T ,1 _ - I BY OTHERS j 1 � _ / / / PEARC. RATE TUNA MIORMINII:\!CH - ITE IS WITHIN THE WP & AP ZONES ;AcN7 1- \ J� r t CLASS SOILS P�/ 14259 1J J x6 AD,, 1 / I ' / .� !t?� \ •� ( ` �� //. \ ,2,•, / / /// J' %/ L ELEV. 2 ELEV. 3 ELEV. 4 ELEV. �O ! ✓ \9'/ - c^ / w° / / / / j // 0" 4 127.5• 0" - 127' �• 4 127' p^ 4 127' 75 I C- 4' o �n \� + 25. - --� l 'A' J �' 6" OYRS3 2 12T 6" lOYR53'2 126.5 3" 10YRS3 2 126.7' 5' IOYR53 2 126.6' ('��� ems" / + �• $ y 7 M'`` ✓ -. �. fJ�\, L. J ;�l b { l /, ( rn m B SL SL (3 B L (7 SL 1 1 J - - - / _�_•\ / \ ��,� \ ,� 6!' f j ®� !.I z 26" 10YR 4/6 125.3' 24"I I OYR 4/6 125' 24" 1 OYR 4/6 125' 26" 10Y 4/6 124.8' PROPOSE( USE / E �'E E k%E )`OF=136O'. BENCHMARK: \• % �' A ( j CEMENT BOUND 1 \ 1// a` PERC KNO , FS W/SILT FS W'/SILT FS W/SILT ITS W/SILT 1 OYR 6/6 1 OYR 6/6 i OYR 6/6 10YR 6/6 'so 132" 116.5' 132" 116' 720" 11T 120" 177. e..-y - _ i\ �, \ - -�. . i \�• �r / ' �// i J' NO GROUNDWATER ENCOUNTERED L \„ r _� a'� 'j'` ///� Bi��1 ��l01Ca DEP S�TE PLAN OF ,�hN 1 2018 #133 MAUSHOP AVENUE 1 - ;, i ! '-_ .? TOl�IRI � ,�n�� BARNSTABLE, MA -/ •°y.. '� - /'� - / '\ PREPARED-FOR / T CF-1 POINT , LLC /",.,\ \. - DATE: MAY 23, 2018 Barr� tabl old , , i /. r )/ _. "I \ �V`�Q Scale:I -2C' } y N7s•2p•4 �• P1 '/- / _/- `.1` ^ / // '\ .a\ 7 ,�. 0 \• \\ \ T ( ✓ Drna a ,per_r J...�j/ / ✓/ i / /1` �^ /'_/J / { 't. e / A \i.� \\ OANIELA DAANIE" z� .'.o an 50 FEEr BARi>J, L ( .�.� OJALA a 3 DANIEL a cNK �` off SOB-382-a5a1 1 ti %.-•:I / _. N 48502 y, OJALA /a"!OB-3B2-9580 Per i ! /qp^���� ", i t �,16ti �t p Qe P°rw \ I T d°w c0om 15 ._ '� � > e+�� „ down cape enBineei%ng,%nC. F!,,Q , j \ `� civil engineers E� ATE land surveyors r ti,. ti 1-..i '�-•' / / / \ 1 1 �`' 939 Mein Street (Rte 6Ai DCE #17-451 BOTH SIGIVATU ES AIDE REQUIRED FOR PERMITTING DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTNPORT MA 02675 ' 17-451 8f1RBIC.JWG 4 A �k 7 1 a I 14 ........- l _ ... ;AGE- ,".-. 03 E 7 1 L �s ..... __ _._-_ i i -- -- -—- - — — -- —.. L..... —_ — — -- — � n — r— QW N i �I i 3 n; !� <A �I r - I i GO �. I I I .... - a - - - - — — i rT - 3cnc+cers- bF�K � . 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'I !Tv,LIoFi ji TII5�o srsa�s IG"o/c R srn{ I l xIG S i of .ZXlo�zlu� Iro"olc - ncoNl �\ i yypzyuralL r I � i UvIUGIZ,00Mr ! \ Llilt — - -1" Sco ll�e4, .... -._ 2KiZ�T:Tai.rFs.t~*,`Ib -_' AP Y�4-r6c I , e •�'tZ sea-(�M {J4,cr,FLaoLP& I M _ - , cl- � �-`-,:. ._ —° -..--_ r , • � 12°saNu�rt Tub na � � � I i " I " I COLUMN FLOZ" �NLESTLCO . N/ Q LOADING OT DPS RH EXE HIR + " r ` T OP OIFFW/ FOLEX15LEINT LER 77VFX°HOl15EWRAP i. {. 4" CONCRETE SLAB --'" "-_'-' IIKAFLE.X ANT A" -'1' K cDx PLrWDOD-- 6 MIL. POLY VAPOR BARRIERR� I CONCRETE FOOTING �_- ASE PLATE TYPICAL WALL FIBERGLASS INSUL. - 1 I '` 6X6 6%6 NWF, TOP I/3 % 6 MIL POLY VAPOR BARRIER .�- OF SLAB TdG PL7WD.SUBFLOOR -< GLUE t NAIL TO JOISTS I ALUMINUM FLASHING SIDING SEE ELEVATION — `` _ 'i) is4 REBARS CONT '• . BOTH NAYS (T'I'PICAL) ik=... THRU BOLTS RIM JOIST-OR DBL.PERIMETER U I� LEDGER .�' .. OBL.2xi2 P.T. TOMPbT. �.- CARRYING BEAM 1 !VERIFY JOISTS Si2'E t I J -- - ,! JJJ 2x6 P.T.SILL i Lt 7/8" TJi �- NOTCH 6x6 POSTS { � SPACING ON FRAM' t TNRU BOLT BEAM 'I \ (RECESS BOLTS) METAL IT.. SILL SEALER �. FRAMING HANGER N 5/5'ANCHOR'BOLTS O 36' - '+3�: 1 - 6TARC 'MIN.] EMBEDMENT ! 6`x6°P.T.POST `jla w/3'x3NI/4'PLATE WASHER M - - ..✓ NOTCHED OUT FOR •I • FILL t TAMP FOR ~ a • - n 'CARRYING BEAM II - I' ELOPE. II b t BOLTED I- d 5 OUT ..:BIMPBON CB066 .. 12 BED OF - PS�ONEE - �" _._.-_POST BABE a It WHERE NO GUUTT'ERS (TYPICAL) < - N. MI FOOTING PER PLAN - .I EXTEND 4'-0' t AROUND E ALLL OPENINGS - BELOW FINISHED GRADE - —Lv\L 2 (TYPICAL) a e FOUNDATION WALL - -_- ... - ...I d a _ DAMPROOFING wm.m.o --- -I ---- { -� COLU(`�N FOO1 fNCG DETAIL ' SCALE t-I/2" . I'-O" TYPICAL: DECK @ SILL DETAIL TYPICAL. 51 L L DETAIL SCALE t-V2" . I'-O" . /ra. DOORDLOCA.TION I a BIT.JT'.FILLER, - � li ' - TJOIN�SLAN�FLEXIBLE. _ 'O°DOOR OPENINGFN TO B" I - „ �- .. GARAGE DOOR WOF WF SLAB 6/6 TOP 1/9 REEA it I 1 Ax V A uA Do NOT BACKFILL WALL' BIT..JT'.FILLER, 4°.GONG.BLAB F :UNTIL CONCRETE, ASTOP OFF W/FLEXIBLE - RIMET£R - -C. 3 0 . . ATTAINED]DAY STRENGTH : JOINT SEALANT AND BOTH'TOP t BOTTOM 6'COMPACTED - - - - CERI ® i GLE `PE OF WALL ARE PROPERLY'. :- FILL - gam. _.... -._-. l/3 5 SERCURED: .. _ ..: DO NGJT BACKFILL WALL - - , "-ANCHORS 8 o MAx LAS ' OF SLAB'6/6,TOP;/9 AUNTTTAINEDETE WAS IL N 7RDA a STRENGTH - .. '4'CDNC.SLAB AN BDi'H TOP BOTTOM - �pq bxb 8/6 WWF "»i. "'10-N5 R®ARS,CONT. _ ,= 1 _ - OF WALL.ARE PROPERLY • - " .. .a ToP i B/TfTa'1 .n .. i sfmCL`Rm. l ;. Ii. III a 11 ( I b°COMPACTED I - III . �q - --_ -. CARRY'Pdl'IPROOFING ,� IIII III _, ... FILL }+ ..OVER Tor OF ' '_:�....., 20 ass BOTTO5,CONT- "'� - `` _ -f „ .� TOP t F3OTT01.6 .FOOTING'. ..' � d a ... 11.1,- I d .. ,.... .. III,-III -�I KEYWAY 2X4 KEYWAY _ OVER OP OF OFING . d CAR - . `..:..: ovinx TOP of !—; , 1.1 (. I t I • -_III` i II II Ilf I . I a J iI FOOTING __ 111.E-_�,= 50 06 RESARS,CONT. _ - ` ' ••� I I 1 _ - I L - d f _ 1 .. ::. .. X4 KEYWAY —_......... .. ... :::: .--I.It d �4---- 2x4 2 I ii......I IL...:I EBA T. 112®a5 R ': .. :._..... .::.. �L. ...-1.1 ae KEBABS CONT. -1 '. •. i'I .I i L.' 11. 17111 IIIII, ILL L—=- a • III II!1- III -IIII,-tII_ {I!r—IIII-I�,I I t al.l_ III !�� ..IIII �,"i — IfI III III III l_i-,ll II _{fII IfI 11 rm®msw vu a owe.em aalmu w.aa I I I--.1 I I ,III.-t I I I ,I I I I I IIII III I I_I III_ 6n.COMP.FILL I / lv . .� GAL. 1-I . -. TYPICAL 9!_AB & FOOTING Cj� � ARA E APRON DETAIL (�: TYPICAL GARAGE SLAB I FOOTING • _ SCALE I WATER BOTTOM RADIUS TOP COPING °, • ' 0'-G"IN SPA O'-O" - •i 1-2. o'-o• 9'-0• 1'-0"V ALL rECHNICAL NOTES: - 680.26 F_rryilm[entiol Bonding'(Summarrted) 3.1, 8`O" t'-2" (A)Performance.The equrpotential band ng requ red by Ws section shall be installed to reduce cottage pradlents In the pool area. - ENCH -1 1 (8)Bonded Porte:The parts ape lBed in 680.26(e)(1)through(B)(7)shall be bonded together umil sold co pe conducto s,Insult ed cove ed,or bare,no[ fi''1 t .k �.'. 1 '4..'i. SS /� 1 - smaller than 8 AWG or large rigid metal conduit of brass conductor other Identlfied<luc-I-re I t t metal.the potla reto bonded arts shall t made 1n accordance clad r -- I I. ` I gar solid m DEPTH 3'-O" �/ � I � � 1 ,•I ♦� 1 1 1 Q to 0remxote pandboadsl service equlpmen[,or d¢Irodes provided to reduce wl[ag 9 d'encs in the pool area shall not be r T t 1 1 TYPICAL COVER,=3' SPA equired to be ez[ended or atlahed EDGE VERIFY/ ¢ 1 .. + N I SWIMMING -+- -{-- USE 4"FOR WALLS 2"ORAIN` Li' ea I SWIMMING POOL �� I .i .�;-j I` I i-1 /1fy�- (1)Conductiv�Pool Shelb.Bondingto<onducdve pool shells shall be provided as specified in 680.26(B)(1)(a)or(B)(1)(b). • 01 a 3 6'-�/ TOP WALL I 2dx40' o�� i..Y:•I-T-II'�� � T 4y - - - SUCTION BREAK LINE TO Poured concrete,pneumatically applied or sprayed concrete,and concrete blode with pentad or plastered coatings shall all be considered conductive materials i- / ` +OP Yz" 1 I I y -p._ y.-y DRAIN OUTLET z 3 ABOVE due to water permeabl ty and porosity,Vinyl liners and fiberglass composite shells shall be considered to be nonconductive ma mats: 21'-t t" I I •o jI 1 I �" 1 FLOOR (2)SVucN.rel Reinfwclnp Steel Unerxapsulated structural reinforcing steel shall be bonded together by steel be wires or TOP the equlvale/n1710h a structural ralnforcing steel Is encapsulated In a-conductive compound,a copper conductor grid j -1 hell be ireleled in accordance with 680.26(B)(1)(b)'. v 3 (2'.3 I/2") 1 -L _ L SPA PROPOSED I I 1/d I `T 11 1 "; 1 (3)Copper Conductor Grid.A capper conductor gird shall be provided and shall comply with MI)through _� SAFETY FLOAT LINE 1 1'_0" I 1._L�L4_•F „�•_ll _ _L" (1)Be constructed of minlmum B AWG bare solid copper[onluclom bonded to each other at all points of crossing.The bonding 1' 3.0 15'-7"(19'REF DROP=4'-6") j-� 6•_q^ I shall b accordance Wth 250.8 or appm,ed means. 1 2.1 G"FOOTING PER (3-3 Ya" I I , _ I' _ `I" (2)Conform to the contour of the pool. SECTIONS --------------- ' FLOOR) j (3)Be arranged in a 300 min(12 n.)by 300 mm(12 in.)network of onductors in a unif-rady spared pspendcular grid pattern (3)T a Rt'-0� 1 DEPTH(-8'-O') 1-' j - - va[h [ ce f too (4 in.). (2)2"DRAIN i 1 I n i 1-,I I �- ------1F (4)Be sec ed within d the pool no more than 150 min(6 in.)from the a ut'ei t f the pool,all z 7-1 EPTH 1 1 I i PROPOSED I 1 I i 1 1 t I (4)Peri t S of a The ter surface shall extent fin 1 m 3 ft.)oan tally beyond theinside wallsof the I d shad include un 9'-0' 13'-6' i AUTOCOVER r -- as CP�n pavetl surfaces - I L_J I 1 --I--'''--�'--t--1'-t'- -t-r' wall as poured concrete surfaces and other types of p-ing..Perimet r surfaces less th n I m(3 ft.) operated by a permanent wall or build rig 1.5 m(5 ft.) height or more shall require equipatem al bonding on the pool side of the perm rant wall or building.Bonding to perimeter surfaces shall be provided as n 1 PITCH 1"->12" I Ified in 68026(B)(2)(.) 2 d shall be attached to the pod reinforcing steel or co ductor d at a minimum of four 4 y I I spa or()(b)an p g s e PPer can Sri ()Pdn[s uniformly a paced datund the perimeter of the pool.For rmndonductive pool shells,bonding at four points shell not be required. (5)Structura/Rrirrlareing'Strel.SWCWreI reinforcing steal shell be bonded in accordance with 660.26(Bx I)(a). I V"5.5.HANDRAIL li I i - (6)Alternate Maens.Where structural reinforcing steel is not evallable or is encapsulated in a nonconductive compound,a copper conductor(s)shall be utilized l where cite falldwin uiremens are met: SPA REBAR PLAN ) greQ PPer<an pro; CONCRETE DECK " I SCALE /4"=I'-O" 1 At least duct minlmum B AWG bare solid of duet ashill. dad. DIMENSION WITH+ I I 1 I I � (2)The conductort Shall follow the contour of the perimeter Suface. + I �``` (3)Only listed splices shall be permitted AREA ABOVE WATERLINE +3)z'CONCRETE l ^^ NOTE WATER LINE IS l �•''`^r `� I (4)The required conductor shall be 450 M 600 tom(18 In.to 241n.)from the Inside walls of the pool. REFERENCE.NUMBERS I S` (5)The required conductor shall be Secured Within or under the perimeter surface 100 to 150 tom(4 In.to 61n.)below the supgrade. 1 r1-' ----------- _� ,�.'•�"�� I7EN/'H �� NOTE: (7)Hall Com 0 ARE BELOW WATER LINE 1 c _________� I. I .-.."•" U li INDICATES GENERIC POOL Ponenta.All metallic parts of the pool structure,including reinforcing metal not addressed in 6B0.26(B)(I)(s), - shall be bonded.Where reinforcing steel Is encapsulated with a rwnconductive compound,the reinforcing steal shall not be required 3.0" 3,G" B'-0" V-2"COVER.TP.000H DIIdENSION, [o be bonded. VERIFY ACTUAL DIMEN51ON (t be bonded Lighting. LADDER. WITH POOL INSTALLER. (9)Metal Fdte,OL• BOND TO GRID 10 Metr�l E t 40'-0" BOND ALL STEEL.FITTINGS ( ) l Pam. . AND EQUIPMENT TO FOOL#8 (11)tact i Metal Parts.All s,m metal parts shall be bonded Inducing,but not limited to;mewl-sheathed cables and raceways; POOL PLAN BONDING SYSTEM metal piping,metal awnings,metal fences,and mew door and window frames. TO STAIR NOSE REBAR+RAIL SCALE 1/4'=P-O' Exception Nq 1:Those separated from the pool by a permanent banner that prevents contact by a person shall not be required to (DOI'H ENDS) be bonded. TOPOOL#8 LOOP - Exce➢tion No 2:Those greater than 1.5 m(5 ft)hanzontally from the Inside walls of the pool shall'not'be required to be bonded.Exmpt n No 3:Those greater than 3.7 m W.P.JUNCTION BOX (12 ft) ed verb Aly.hove the m water level of the pcolI measured art rally above my bs-m stsaids,towers platforms,or any diving structures,shall not be recluired to be bonded. TO HOUSE ELECTRIC SERVICE (C)Pool Wateir.Whare none ofthebonded parts is in direct connection with the pool water,the pool water shall be Indirect contact with GROUND=#8 an approved corosiorresistant conductive surface that elyoses not less than 5800 Mal(9 in.')pf suface tea to the pool water at all limes.The conductive surface 40'-0"POOL: shall be located where It Is not armsed h,physical damage or dislodgement during usual pod acilvltl s,nd It shall be bonded in accordance with 680.26(B). 250-8 Conneetio of Grounding and Binding Equipment- 'SPACE FOR TRACK•COVEP. ENCLOSED BENCH SHOWN: n(A)Permitted Methods.Equlpncent grounding conductors,grounding electrodes'conductors,and bonding]umpes shall be connected by one or more of the following #8 BOND TO J.S.E POOL LOOP SEAT ON 5.5.BRACKETS 3'-0" mews: 6• 9,-6_ CAN BE USE g•_O. 21'-6•p3 REBAR 0 12•&6"O.C.EW AS SHOWN (B)Listed pressure connectors (C)Terminal bars 6" 1 6" D)Pfe55us-connectorslistedore as grounding an bonding equipment ss --- --- --- --- - F Ma[hlniCrc welding Pesteners thaz en t Isis than[wa dreads or arc secured with a ia[ r�r_I I T_-__�___ =Ir _-_+___ ___ .___.____ ___ ___.___.____.__-4---- --- _--�..-__ ___ ___ ___Y-�_�_ ___�___ ___.f.___ ___ ___ _ -1 N Connectionsthat on,part of aliedassembly 9• 0J (I)Otherlistedmeetsi6 TIP 1 I 1 1 I i i "i I 1 I I 1 I 1 i s 1 i 1 IC a d fi h II tbT._o._T.-__.t_--T_ ___r___T__-_f_ _ L_ ___�____�___{____r___T___�_-_.F_ _t_-T ___t___L___i____r___a____L___T_-----_-t___+___d.___.T____L___i____�.___t____F___.�.___,. m U (e)Methods Not Permitted. onntt'on'evices or Mugs[ha[depend solar on solder s a no used: �._ I ___ 1 1 1 1 I i io 1 �',l� i 1 1 ---•/--_1---1---1_--1---i � I I I 1 1 1 1 ! 6 T P e < t I I n I 1 I nd I -N_-- - si t 6` iv I I 1 I { i I I I i + I I I I I I I I I p 2 UTILITY -NE C 2014 Eµuipolential BondingArficle680.26 I I 1 i I I 1 1 1 J . _ "-NEC 2014 Connection of Groundng'nd Bondng Equipment Article 250.0 �----I ---- --- ---- - --- --- --- --- --- --- ij 11Yj- 1 I I 1rL I 1 1 I 1 I 1 1 I 1 i 1 l 1 I i r 1 i 1 1 1 1 I I I t I 1 I 1 1 I I 1 4'_ I .�� 4" • • 1 0" _... RADI5EAUS RAC RADIUS I'-O" ) FULL WIDTH FOOTING --_•_'�-'i-T �`- - -J-"j-T•-'�- -�A -Ii '1--�- -7-�--j'_�_0_?_ _ h_ 1 L -I-JIr_i ALL WALLS 4 BOTTOM G" V-4• l I 11 1 1 1__ -- �_ _yam F`p L� •C- _ L-11 -L- �_-L-�•-i- CONCRETE 3000 P51 U.N.O. �- i-� �_y_I -r-T-� T- 1 -�- T , - ' _v 1_'i_"t-'-1 4•-Y-1- 'r-1 i n ,L 1 I NOTE 1 I I I f! I 1_1 ! -i 1_•F t -i - '9 1 LONG WALL GRID SHOWN: .' '-_'-"1-T-�_ �_ _'i'_7_-{_'1_•T-�••- -T-�- �_T j - SHORT WALL SIMILAR,12N 12-GRID. POOL _ I_ __.t-_ _.f,_ _.��p._L_�_-l -.I y--I- f• .1 -t. \ COVER ENO NO COPING OR L COPING TOP FEATHER COVE TOE D O,` ( f 1 I fn I i 1 1 l I 1 I I i i ilk REBAR-WALL 12'VERIDICAL VERIFY FINAL WALL 50 WATER DRA -1- -T- - --}`-�"�'-""fff --f-1-T-•�--I"-j- - Own n DETAIL AND REBAR WITH G.C./OWNER _I L--T-•�. -{--L-�.-1--h_-L--r-'i'-7--�-p" 'T` /. •o 0--ill roo�w.ter_, I - t n.;:•�rl'- �(i -- " I" 18'-6• 14'-6" B - - •, All a il)I, Wes, i y}• V .e t 221--5 3/4"6"O.C.E.W.0 BOTTOM AS SHOWN x i 6Y"TO BE CHARGED POOL SECTION @ SPA W1 REBAR uN1FePMn ®° SCALE 112"=V-O' #3 REBAR 3"COVER FOR EXPANSIVE SOUS , 79 EXAMPLE 1 4'S.S.HANDRAIL ,.�\. 3'REINFORCED SLAB;5-7`A AIR G.C.TO VERIFY W/OWNER INCREASE TO 9'MAINTAIN - ENTRAINED.SEAL SURFACE 3"COVER ® ,..r.u.w+v.=•.....e,nma+.w- ' 1. SPACE FOP.TP.ACK/COVEP, awoma tmd w GxG 1.4x1.4 W.W.M COATED "m 1'/ / r NOTE LIP Af��(,v"�y }q le Bldg De t -...__ - __ - MINIMUM LGI�FI„7L4 1° °1._2_ l i, z' 3 1/2- --- -t - -r--- ---t--- inrn� ® Ih� alti n'�•�__ 0��.,,a `•�,.% Bwq•n -0" ci (4)#3 REBAR n B 1 -� �` I r°°°'°° a-u warn e,anaamm WATERLINE - i - _ i y _ nYf"\ d b •era-rreeara Wets.Rp°GmmE Wmra agar,an`r �dr aeYapoppcq%Mma G"LAP MIN 1 9'-11 1/2• ! ✓ ° •i r 1 G.G#3 BENDS G' 1 #3 I2"O.C.VERTICAL 13 G"O.C. 1 i 1 1 � DEC COMMON it OUTSIDE WALLS ONLY HORIZONTAL COMMON 1 I t 1 rs !! b !A 1'I' _ �gym•°ems � °�`'-���,V°`�� YT V�e•=����'y,�u��� ~� : WALLS f I 1 1 1 I 1 6•I ALL WALLS 4 BOTTOM G" 1 1 CONCRETE 3000 P51 RADIUS 1'-0- TYP.COPING SECTION SECTION @ DECK AREA SCALE I/2.=1'-0- SCALE 112"=I'-17' oar er osscrwrowc visaes. o.ser. censers wro: c"in:cr. POOL PLAN; McCARTHY Leeds A E r ��"°` LEE DIS P01.0 REBAR ELEVATION; RESIDENCE Architects I Engineering e N fc KR CHITECTS 01/t 5120[9 va.e 133 MAUSHOP AVENUE 12 Fabfidd Dlire l ESarxMYh,MA02537 q yl DETAILS,SPECS d1Dr BARNSTABLE,MA 508.833. .1-elain)chlect33.1377(ax) �4 E ENGINES-RING s1/2E=1'-0"U.N.O. cLDev: www.Leaesnmmleata.aom a.. i 10 o� I LEGEND I(� ,,ram; fax s Nc roNrcuR NOTES f \ 4 / r%Si SnOi ELF.'. � � � � 1.DATUM IS PROPOSED CT'E' . - _ 2.THIS PLAN IS FOR PROPOSED WORK-ONLY AND NOT TO BE'USED FOR LOT LINE STAKING OR ANY OTHER I - PURPOSE. LOCUS - 3 CONTRACTOR SHALL BE RESPONSIBLE FOR CALUNG (98.<� PROPOSED SPOT EL. .- THt DIGSAFE(1-888-344-7233)AND VERIFYING THE LOCATION OF ALL UNDERGROUND 8:OVERHEAD UTILITIES TEST HOLE I PRIOR TO COMMENCEMENT OF.WORK. a\ c i SLOPE OF GROUND 4.POOL FENCE SHALL HAVE SELF-CLOSING S .. SELF-LATCHING GATES,512E AND MATERIALS TO MEET `\ Cyr y�a47s "i]_, U'nLm VOLE LOCAL AND.STATE BUILDING CODE,ALL DOORS \ i- OPENING TO POOL SHALL BE ALARMEDD TO O CODE. FIRr HYDRANT i LOCUS MAP .LNOTTO SCALE ASSESSORS MAP 278 PARCEL 46-2 LOCUS IS WITHIN FEMA FLOOD ZONE X (AREA OF MINIMAL FLOOD HAZARD) AS / I rI 11 SHOWN ON COMMUNITY PANEL ry25001C0558J DATED 7/16/2014 o i ZONING SUMMARY v i -- I ZONING DISTRICT: RG RESIDENTIAL DISTRICT 1s7 MIN. LOT SIZE 65,000 S.F. / S \`. M1 J 2zj zsg�.�� \\ ..'7"• MIN. LOT TH 2 N. LOT FRONTAGE NTAGE 20• x�.! I-\�l ' ,• �` MIN. FRONT SETBACK 30' '' I. C' ^'j ® I �"/ •«' MIN. SIDE SETBACK 15' I M I I;�-' ✓ - \ \ ` _ .,/ N. REAR SETBACK 15* I • MAX;BUILDING HEIGHT 30' IN L N �, �\ / / L) / • SITEtIS IN.OLD-KINGS HIGHWAY HISTORIC DISTRICT I 1 APR B H ✓ \�� / i • SITE IS WITHIN THE WP & AP ZONES fAS r � I' /It �j , � I I Ir I � •_ � o o' i � a � /���� l if ti \J) '-�. �" \ D cr; - — - __ I `'s i - t i' •' � / � nm � - �J _ J J Q' i a as I / / i •i :Rz / 9 EXISTING WELLING 1 0 Cr-135 0• _ / r, r l b m _ J LOT y1SffE PLAN / \V 66,084t S.F. OF J: 1.52t AC v / / i SHAPE: 15.1 j ,�� \/' JJ �1 a{ I 'tom\' ( �R�qs � �//I' \� % •I'F'13J MAUSHOP AVENUE sull`MAUSHOF!FV '✓ JeJ S j 1 6x,Fr / // J/� ��< / o / r BARNSTABLE, MA PREPARED FOR BEACH POINT, LL C / �� i < \ j /, /i� �•/ // (`// . f •f .\ 1 -/e n %\\ � / \.. \ -\' \. f DATE: NOVEMBER 2. 2018 �\ 1 �1 N79'20'<3,V, 0 __ ,J w 1� 20 �0 D FFFI OF _�0� r�• i / J /:. / i f J �. / \ C`_�.J/�\/ / 1 �'l0. UnNItL s° ��L///��� / 5- 6 /v-7 / OJALA \ CIVII 'm/•Tar 50B'36 9..80 / ��. ✓- _� ✓, '/ / / /'. / � ounLn 1 IY n soe 3 z -al \Nc.4650 J/y. P down cam. / r \r \\ \ "Y down ca a engineering,inc. J/ / ( \ { 5 p F Sri>` `' D„J,,,E Y iC i Try / J / /\^ - / i f f L \ �� �. i i co/gna surveyors / - `. 939 hloi:r Sf—( (RiE SA) DATE DANIEL A. OJALA,P.E., P.L.S. YARMO(I THr'ORT /✓F 02E75 DCE N,1 i-45 J .. I,-Fs EuaD E.Dwc WATER 3'-0" FEATHER COVE TO WALL a-(-7') 41 -" 10'-0" BOTTOM RADIUS COPING , O TOP'-G"IN SPA TO,° 1-2 1•_0- ALL ECHNICAL NOTES: n 680.26 Equ4mft Mimi Bonding*(SI mmarlead) (A)Perforan -The equtpoter bal banding mquhd by this section shag be Irntdid to reduce voltage Fadia+a in the pool area ENCH -1 (B)Bordad part.The pa is spedMd In 68016(B)(])h w�(B)(7)�a0 be b add tapeNe ustrq slid copper cmAtdus,bmJated covered,or barq not 1„ i / 1 I-.-I_J_ L_T T-T_iGJf-...^ _1 F ~ _ i I o .: I�� I 1-•1 USE 4° OR WALLS wnaller tlserh BAWG m w•Ith nFd merd cmAlt of hrass or other tdmtlBed canaalen•resl4alnt metal.Cmnectioro m blmdd pats dsall he made In acardahce with ; r_.._ I PROP05ED ��'� / I I _�.`1 I 1 TYPICAL COVER 3" to ren•.,p B AWG or ImOer pods pro er bm6ng roneuctor pracided m rertice voltage gradenb In the Doal Qea slap riot be reWred co be odended or,ettxhed ED EHVERIFY i/ m _____________ `-`` / I.. I l T USE4'F FOP CREAK @SPA to remal0 pandboads,eerNeaeWPment,or electrodes, + <w I 1 (1)Conmtctlee Pool Sham.Bending m 2ordutive pod shills shall be proNded m spedfid In 68016(e)(1)(a)W(B)(1)(b). b .I 2°DP0JN_ •I i TOP WALL SWIMMING POOL Y I T ("� AK LINE TO Pasa'd cmuater,pnannatieelly applied or spreyd concrete,and concrete biedl with painted or plastered Coatings shall all be considered condiutive materiels ` +O-3 Y" I 20'X4a I I y-..q-_�s .A_*y_ ,T- DRAIN OUTLET33 ABOVE duamwaper pelmaeblllty mdpWodtY•�IMIIIrICt and fiberglass composite 8ldlactldl be concldaCd to benmmttluWve mffiaiala / O FLOOR (2)Struct-I fthrlhcing She).Une rcapgAided structural reinforcing steel shall be bmdd together bf Steal Be Mrn or TOP + I 4 x 1 i - .i the egteMent Whore struMnd reinf ordng steel Is mcepmdated m a mncondudwe conpo ,a copper cmductur grid TOP I/2') i i I j 'I .1_1/4 I I S,L_J_ _L shall be Installed in accordance with 680.26(e)(I)(b). I PROPOSED -T (3)Capper Cow,,cl r GW.A copper conductor grid shot be provided and shag comply with(b)(1)tYouoh.(b K SPA SAFE FLOAT o I -o" I_I La" i 1)Be constructed of miNmum 8 AWG bare solid nipper mr dmtlm bonded to each other at all points of wsgrq.The bending i LINE j-� r ( shag be In accordance with 250Emacprwd meals. 12.16"FOOTING PER t A 3 0 `A (3-3 Y• 15'-7"(19'REF DROP=4'-6") 1 i !6'-a' I b I1- -i--L -�•-' (2)nMforrtl to the contour of the pod. 5ECTION5 r- -- - ' FLOOR) I i 1 i - 1 I I (3)Be arranged in a 300 mm(121n.)by 300 men(121n:)network of corduct=In a Iriformhi specd perpmdidlar grid pattern (3)T O Rt' 01 I DEPTH(-B'-O') 1= o; I - ._Y M•-•1--•1, •+. -�. Wth a tolerance of 1W min(4 In.). y_1" (2)2"DRAIN 1 I 1 h 1. I i ;__L_4_J,�_ r• L 4�_r_L. (4)Be senad wlcMnmtptda the pad no more then 150 mm(a mJ hmn the outer tonmta of the pool ihdl. v ! -� PROPOSEDpod end O. V-0" i I 3'6� I J I j N AUTOCOVER (cam swag mtpwad Wrrcer arete surfaes.and other types of pays.The perlmemor SLOace shag ing.pdmeta 6urfecea IessNthb mh (3Ift)separated ti epamethaitdwdl a Wilding 1.5 m(5 B.) i 1 in height or more shall repute egWpotential bonding en line pool side of the permanent wall or bdAdirhp.Banding o p4+lmeter surfaces shill be provided as PITCH 1•'-12" I I specified In 660.26(B)(2)(a)or(2)(b)and that be ettachd to the pod reinforcing sped or tapper conductor grid m a minimum of rasa(4)points tNfom ly O I I 1 spacedamund the perimeter of the pool.For r ancond=11ve pool shills,banding a four points shall mt be required.. I i I (5)Structural Reemrcing Shot..Structural reinforcing sted shal be bonded in a tordi iica with 680.26(6)(1)(e). I Y'5.5.HANDRAIL I I i I (6)AOaneo Maass.Where stnutural reinfondn8 steel is rot available or Is encapsulated In a nonconductive compound,a capper cmdretor(s)shall be uidited following rePdrammb ore met: SPA REBAR PLAN wle�emtmeminlmumBAWGhaemddmppacaduc[orYelbeprovhd. CONCRETE DECK 11`1 "� j SCALE 1/4°=1'-0" DIMENSION WITH+ i I C + (3)The conductors d1sh follow,er cantor+Of One pairtle0a cufece. AREA ABOVE WATERLINE (3).diFj listed�Iices shall be pemu lied. NOTE WATER LINE I5 +3 Y•CONCRETE j �``, i (4)The MgUrd candlctor shall be 450 to 600 men(181n.to 24 in.)from the Inside walls of the pool. (5)The relied coMicor shad be secured within or under the Denmeca: 100 co 180 mm(4 In.to 6 in.)below the subg_ede- REFERENCE.NUMBERS ri- _� - ,,,.••`'� 1 NOTE: --------------- PAREBELOWWATEP.IINE ________________� li 1 BENCH V, 'INDICATES GENERIC POOL {7)Mataltic Compdndada:All metallic pats err One pod structr4 mdusohp rdnfarcuhp metal natdtressea in fiB026(B)(I)(e), --------� shall be 3'-6" e'-O' 1•_2-COVER TROUGH DIMENSION. to be bonded. Where rehdorchry steel ls arzapadateel MOna nalcaMative campand,Me relnforcbq steal shillrrotbe regitlred L___________________ — VERIFY ACTUAL DIMENSION LADDER.. WITH POOL INSTALLER. (8)Hotel LiphtNg.. BOND TO GRID 10)Mehl Electrical Eratings. 40'-0' BOND ALL STEEL,FITTINGS (11)Fixed a Eg arts.AL AND EQUIPMENT TO POOL#9 (il)F'hd Mehl tarb.Angs,m metal parts shall a bends wino burros hated to,metal-sheathed cables ti1d raceways, POOL PLAN BONDING SYSTEM metal piping,metal awninga,.nerd fences,and metal actor anal window helntl. TO STAIR N05E REBAR+RAL SCALE 1/4'=1'-0" Exception No t:Those separated from the pod by a permanent banner that prevents contact by a person shell not be reWred o (BOTH ENDS) .be bonds. - TO POOL#S LOOP .; &Ccptbh No 2:Those Fester then 1.5 m(5 R)haitontady tam the Inside walls of the pool shall not be retored to be bonded.Exmpu n.No 3:Those greater chow 3.7 in W.P.JUNCTION BOX Y•' '(12 R)meawred verucalty above the mteimun water level of Ore pod,or as measured vatic* a: t . above enY obsenatlon rends;towers,or platforms,or any di strucWres,.shad not r wing egUr to be boncledl, TO HOU5E ELECTRIC SERVICE CC)Pool Water.Where none of Ore handed parts Is in direct corerllon with tine pool waW.ft pool water shdl be In dined tgn�t with CROUND=#8 an approved c-ush -ressrant conductivewrface that ociports not less Ona en t 58DO m '(9 in.')of slaface area Inthe pod water at all tim es.The conductive rface 40'-0"POOL: d all be located where It Is not mmosed W physical damage or dialdgernerm dining usual pad wthini es,and It shag be bonded accordance with 68026(8). 250A Cornattion of grounding and Banding E"mmtta s "5PAC2 FOR TRACKICOVER ENCLO5E0 BENCH 5HOWN; I (A)permitted Methods.EW pment gaadng condixt rs,Wmmdng electradec®nmrators,and bonding f!smers shad be connected by one or more of the following #8 BOND TO J.B.6 POOL LOOP SEAT ON 5.5.BRACKETS 3_0 meens: 6" g'-6" CAN BE USE 9._0. 21--6-q3 REBAR 0 12- k 6"O.C.E.W AS SHOWN (B)Usted pres—cannectors (C)Tenninal ban 6" f 6" (D)Pressure connectors Usbed as grounding and borsdng equipment (E)Exothermic wddmg process r__I_i _ __y___-.i-__T �T___T__-.r__-T___.P___�__ (�Nachine 6trcwi}pe hstrners tha[m�eihat lCS than.Mro thrmd9 arercatuRd Wtlferwt --1 I i (0)Thrcd-fomllig machine screws that engage rot less then two threads in Ox endosure ---o- 4 _ N Comectlms that are part of a lisld assembl 1 I i - Otlm fisted meals I i 1 9 0 I 1 I 1 t I I 1 I I 1 I t 1 1 1 i i 1 I I * _ -- - i Methods Not permitted.Conn devices adder shall not be L_4___----- y-_-_Y-__ L___}___t_ 4-__ 4___y____ y____Y___ Y--_ .�___ _ _ L___J____L___ Y- -� B M der Connection cezorfiltl that depend en' ased: I _.-!•_T_o_�•- T`j T___r_ T-_-_l•-.1__.•___.•_ t"___ •r---_ —T•-__ y..--_ •r-_- T.---- •r--_ T___ 't^__- --'i• () _ rqp germ Y a i I I i I 1 i I I 1 6" N 1 t I i I 1 I .I 1 i I I i t I I i i 1 1 I i 1 i 1 ! 1 1 I 1 •D '2'UTILITY O*NE2014 E tied fG ngw 680.26 Bmd I I i i I 1 i 3 1 1 i - ding old BendrW EWDmeM Ardde 250.8 --'i----I'-__i----L--_J__t'" ._-_-•t-•�- - _L-__'I----I--_-'1--- ___ - -J-__-L--_'i_-_ _-_J_-_- L_-_ '_L-__ "/---_L-__ _--- _-_1----~_-- ---t___d. �.___�____ +___ T___1 Inn' ••NEC 2014 CorhneNon of Gruen i.l 1 1 i I t - i i I 1 I 1 1 I I I 1 I 1 1 I ' t I I i 6" T P t _ 1 I I � • i , 6" , , . I i i i I n 1 I 1 1 ` -_1- 1 1 I ___4. 0��- I i i RADIUS 1--0- o -�. a-_I_J_ ._L_4�-+-L_.r-•t-+_L_Y-1_J_+-t-_L-y--1-- __________ FULL WIDTH FOOTING '_ _I__I_T_4_.I.-,-J_L_;._4_�_1_'_i_.�_ _L_i-'_li_;_�...'_..-i._R_i_i_�_ •_L_{i L____1___-____--_..-___.e.______ O ALL WALLS t BOTTOM 6" V-4' ----�_I 1_LL 1 1 1_I_1 I L_ J i L- -J--i__I 4-I -1- L- 0+-1-J -�- J T i r-T-l-1-f T I- -T-i -l-t-i -� I i r-i l-1 T-1 1 1 �i- I r CONCRETE 3000 F51 U.N.O. NOT If _ _ ... •--�'-i-'4-tT --L-T -y-T-P-i 'i -1 -� T -1- }- -1 '!V1:31(.9 tam n:rW)_�-- __ __—_j LONG WALL GRID SHOWN: 1 1 1 I / 1 1 I- -1 1 i 1 I - ----- - SHORT WALL SIMILAR 1 2"x 1 2'GRID. POOL -_ i-J--L-Y-i- COVER END NO COPING OR L COPING TOP FEATHER COVE TO END O REBAR-WALL 12"VERIDICAL.VERIFY FINAL WALL 50 WATR DRAINS - -J"^ T-�'-j-''•'�' --1-'�"-f' -T-�'-�-j-T-"1' s (�G'a��,®�'^ DETAIL AND REBAR WITH G.C./OWNER -i'-L-T-T--I-i--t-- -rt--I--I--j-�-�- '" ...--a— ...... - ®®� ") tmrwetlemtivmrcmwvawonob 17.33' - ( ■-Ole4teY Tvrcd to Lr•foW yy (,�' xirms .. 18•-6' 14'-6" 6" 6,-4•• ma.rmm i0l J i i21'-5 3/4"6"O.C.E.W.0 BOTTOM AS SHOWN ®am,,, 40'-0• t.pepsuima mlr -1 '' %' 6 Yz"TO BE CHARGED UNIFORMALLY' POOL SECTION @ SPA W/REBAR #3REBAR3 covER _ n'aoenwmm "w°" FOR EXPANSIVE SOILS 3"REINFOCED SLAB;5-79 EXAMPLE I Y"5.5.HANDRAIL INCREASE TO 9"MAINTAIN AIR ENTRAINED.SEAL G.C.TO VERIFY W/OWNER, ,jC�- r•.m..wwom.sa�m 3°COVER J SERFAGE �® SPACE FOR TRACK/COVER GrG 1.4z1.4 W.W.M COATED _ •r..ee oS'l - `,�.: r o r NOTE LIP ABOVE WATER. me•n 1 1/2) 31/2" MINIMUM rnstable Bldg. Dept , ® .� ' _ - -r--- • ® over.+. (4)#3 REBAR 8 1/ � ._____________ r -__ _ .___ ___ wr oral ®use ore-diebmaab ' 9( --f _-t_ 1 -i--- • h WATER LINE ( _�- •_�_ �__• _ so.r 6'LAP MIN A 9'-11 1/2" t 1� ' i 1 Iq proved by• - - s•s �n�'.n w®r m' I�& 6z6#3 BEND5 G'O.C. j I j 1`r I I I iv I #3 G.O.C.VER7'.12- 1 .mse.e....v s:.:a mH -t o .r I ✓/\ w.•r+a err s #3 12"O.C.VERTICAL t i I t CECK OUTSIDE WALLS ONLY HORIZONTAL COMMON 1 i 1 i •�t t 1 I 1 t 111E � - WALLS i 1 ALL WALL5 4 BOTTOM 6° t j CONCRETE 3000 F51 i ate. RADIUS I'-0" TYP.COPING SECTION SECTION @ DECK AREA SCALE 12•=1'-0' SCALE 12"=l'-0" Gep ssr 1sscR-01: 10ns, e.am, cnirecrs wr0. > cw POOL PLAN; McCARTHY Leeds A E LMGM( EOST T P01.0 REBAR ELEVATION; E. 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