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Home My WebLink About0169 SALTEN POINT ROAD 47 ryf ', •eyl"s '�?=r- Tyr �rt([7rout t•. fi-;, /y�r'�i #if` ,*; s,,' s t 4� or Z,. �,,$ �IIF�/ �", ,• • �id° r�it ii f �4 kr r 3 r r �rr$•• �Jf,4( ,'' r"P ; "I. 1110 [ir/i'd: ;44''sit' t 4,-,.,I ? .•r Syylf, A !r r Gr �r' u.7 iF 'e'd; 7r� p , 'r �.: . r ti, a •. . "+. ,,re• / 'r3' `Y ,� � VV�� r LLyY -�^^ , r t/r � Ji e .re,.. ,! �fJ ,�`"r.t'4.1rj f)-'' :(,y<<S. }fir rJ �+l'Fri a, rt ' , f. L'- . ,�I{ .> ip''Crr .t.,L ., ,«.cs t .u.3c,y K�rre..,Nr,U .. r.aA .7v .e. ,.. _ Irt { y 1 F• e r' .Ei1T� �'(' j 11 r /§ if a't'X� t /fir', �.f's, � 1Z O.l � r, r C 7 � f , }a��n r F f!, 5 ,.,Y,b /fir r.Y' r ,a r+R3 jF t( r tl � 7� , r ,{r f / 3 4 r y�"/ e�r i�t � ' � � h r tl rt iT 3;<I � °fr.�pY ��' 7�7 ft, w rI 1 r"` .1 e7 r� e � ry �I y� (.y t/5, �'r�• - _ ,�y,;w,` ".�" " ., {k llf.q"`� x f .!'ll. / ) 1,' "�"r,Erpey/'' �� (fy} , /� I 4r,. I 1 , 1' I 4 P i , , a if • j - C s OP 11 o d► Ca .. . . 'i: el.:14:autz..' '.,.:' Permit- Town of Barnstable Building jgff ' LPOSt This Card ' Tha it is UiSible From tale Stre t ro . d Mans Must be Retained on1Job and t wIn;'7, Must,be Kept bstedgl7ntr in"I'Ins action Has<Been;Made y ,. � 7; € " ., w f *ki Ninlere a.Ce ificate of Occu an as Re oared,such Building,shall Not be Occup,,ed,tc until FinatY,,,ta. ton has�been made Permit No. B-17-2746 Applicant Name: VIOLA ASSOCIATES,INC. ' Approvals i` Date Issued: 08/17/2017 Current Use: Structure Permit Type: Building-Pool-Inground Expiration Date: 02/17/2018 Foundatio L�W� 07,€,Rac Location: 169 SALTEN POINT ROAD,BARNSTABLE Map/Lot: 301 003 Zoning District: RF-1 Sheathing: o' / Owner on Record: CONNOLLY,BRIAN D&NICOLE % Cont actor Name VIOLA ASSOCIATES,INC. Framing: 1 Address: 102 FAIR OAKS PARK 3;14, trtactor L ci e e 181644 2 NEEDHAM,MA 02492-3104 ,, Estk Pjo$e.ct Cost: $ 127,000.00 Chimney: iikriitl Description: Installation of 20x33 rectangle inground swiminmg pool with an Pe�rrnit�fee: $ 175.00 � � Insulation:. automatic safety cover. Barrier Fence to be installed perIplan and as n approved byinspector ,' FeelPaid .$175.00 p x final:(3 3 5—ay-lg. ate 8/17/2017 Project Review Req: Installation of 20x33 rectangle Inground wimrn ng pool rytran :; automatic safety cover. Barrier Fence to be Stalled'pe plan 0 Plumbing/Gas and as approved by inspector l 4 Rough Plumbing: ^4 tBuilding Official Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized bythis permit is commenced within six�months fter issuance. Rough Gas: All work authorized by this permit shall conform to the approved appl on adtthe approved construction docume or whi h th s permit has been granted. All construction,alterations and changes of use of any building and struc s tures hall be in compliance with the local zoriimOyilimailod codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or3road and shall be maintained open for public mspection for the entire duration of the work until the completion of the same. t �` 4` `� ; � ' ft� � �0,4 To, Electrical The Certificate of Occupancy will not be issued until all applicable signaturesby hBildingadFir Offiil ar provided o�n ss permit. Service: Minimum of Five Call Inspections Required for All Construction Work:„ �� , • 1.Foundation or Footing 4 t Rough: 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Workshall 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 i, TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Mapja Parcel 3 Application # 7 Health Division BUILD Date Issued 8/i 7/7 gittc1_ Conservation Division AMA) D p,7. Application Fee Planning Dept. AUGIA A Permit Fee 115 O Date Definitive Plan Approved by Planning Board Q�/NQg n,,,._ #/ 2rfllfCam'j'�t>, _ ^ —Historic - OKH _ Preservation/ Hyannis Project Street Address /6 9 -G/e,i/ i,vT 441 Village 1,12//s`TA8ze Owner g!I//q',v GDV✓/Y6ZZ/Address /2'2 4x 4 24/�1 49 & ' Telephone 6-4' - %/ 4z Aver' Permit Request r a-gt 1v of ,JD'X 57 //f'c,- r �cv-' w d' k'iw, ,4'v 7am/40c A1e'>Y ova, /Z /b-g 7a 4 /4<viR' E 4"" Av'O A11 /7/,D/1 et/ID I /4Ynh-CTO/ Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation � pM 7 ft Construction Type /��r erri Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes CI No On Old King's Highway: ❑Yes CI No Basement Type: CI Full CI Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size \Shed: ❑existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) 1/0 % i/✓!/1 .50 /I�/-fY � Name �A S500A g5_ �� Telephone Number Address //D /LOS 4, / Zov,' t%27 "1 License # G5119 - /c9 4447/v/51, A t'2 / Home Improvement Contractor# /ga rr Email Aotre gaL417SSDa't765, C D Worker's Compensation # GV/?N/I/0d-!/ ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO KI4/rd//7 //5ml t �00 2 r 44 D IVeo,/ &dd r SIGNATURE G DATE f/ .� l r FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. 0,-04 ratioi, Town of Barnstable 1f, Regulatory Services 2• Iuaver"si-e. seas P Thomas F.Geiler,Director owe' Building Division Torn Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.banistahle.ma.us Office: 508-862-4038 Fax: 508-790-6230 1 I Property Owner Must Complete and Sign This Section If Using A Builder I -se L 1C (.is.n4- N-140L.t.-� _,as Owner of the subject property hereby authorize VI OL P% ' 55C) 4 to act on my behalf, in all matters relative to work authorized by this building per-nit - l..Te ki. t..{-c . , 4 ►�n4•C;re , (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Prin'Name f' tf7 Date Q.FO RM S;O W N ER P r._2 vflsS I ON POOLS Eddie Trainor From: Annie Griffenberg <agriffenberg@horiuchisolien.com> Sent: Thursday,July 27, 2017 3:29 PM To: Eddie Trainor Subject: FW: Connolly- 169 Salten Point Road Attachments: 2016-1025-Connolly Plan.pdf; 2016-1025-Connolly Sections 1.pdf; 2016-1025-Connolly Sections 2.pdf Eddie— Correspondence with the building inspector regarding Connolly below. Thanks,Annie Annie Griffenberg, RLA HORIUCHI SOLIEN LANDSCAPE ARCHITECT PO Box 914 200 Main Street Falmouth MA 02541 (1) 508-540-5320 (F) 508-540-8651 From: Mckechnie, Robert [mailto:Robert.McKechnie@town.barnstable.ma.us] Sent: Tuesday, October 25, 2016 3:45 PM To: Annie Griffenberg Subject: RE: Connolly - 169 Salten Point Road ood Afternoon Annie, This plan as drawn meets all applicable codes. The barrier meets the code requirements if it extends to the pool edge at the open end and elsewhere as shown.The elevation of 4' (or more) above the grade also satisfies the code requirement. But the railing(looks like it could be a cable rail system)would need more detail. FYI: Cable rails have not passed the final inspection if the cables are spaced at 3" to 4" OC and the posts at 4' oc. Of course this will depend on a rigid top rail, the diameter of the cable and the manufacturer of the system. Robert Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 From: Annie Griffenberg [mailto:agriffenberg(ahoriuchisolien.com] Sent: Tuesday, October 25, 2016 11:49 AM To: Mckechnie, Robert Cc: Kris Horiuchi Subject: Connolly - 169 Salten Point Road 1 • CAPE COD ENGINEERING, INC. Robert M. Perry, P.E. P.O.Box 1517 East Dennis,MA 02641 ®, Tel 508-385-1445/Fax 508-385-1446 C401/,N bobperry(&soecod.net 1441 To4, l op,, January 10, 2017 1� Barnstable Building Department 200 Main Street Hyannis, MA 02601 ..RE: 169 Salten Point Road, Barnstable - Barnstable Assessors Map 301, Parcel 3 To the Building Department, We are providing a site plan showing a proposed swimming pool draw-down leaching area located to the south of the house. This drainage feature was shown on the Conservation plan and we wanted you to have a copy. Please contact me directly with any questions. Sincerely, Cape Cod Engineering,Inc. 11,/Ro ert M. erry • 4- SPECIFICATIONS Review system details for Save Ti covers. Fabric Mechanism Covers •5-year limited prorated standard warranty • Standard 12"aluminum lid with •16 oz.,23 mil Herculite premium bonded vinyl either 4"or 6" hinge •Low-stretch rope and webbing(2000-lb.break) • Bezerm lids, 16"and 18" •9 standard colors: dusky blue, royal blue, • Vanishing LidTM trays, 12"-24"wide with light blue,aqua,forest green,beige,tan, stainless-steel trays and stainless-steel gray,and black adjustable brackets • 35 custom colors • Fiberglass deck-mounted mechanism ends •20 oz., 28 mil Herculite premium-plus fabric with • Bench bracket frames limited prorated 7-year warranty, available in light blue,dusky blue, and beige Safety * Exceeds ASTM F1346-91 requirements Track Styles * Full UL listing •7-year limited warranty on all * Bonding included with all systems aluminum extrusions * Automatic water-removal cover pump included •All aluminum extrusions are 100%anodized •Undertrack,universal or recessed track * NOTE: •Safety-Lock track channel Some cover manufacturers treat cover pumps and •Top-mounted track channel for concrete bonding as options for their systems. A solid safety and fiberglass pools cover without a pump is NOT approved to ASTM • Inverted track channel for concrete or F1346-91 safety standards. The installation of an deck-on-deck applications automatic cover system without bonding is not a •2-piece channel system for vinyl pools UL-listed product. • 1-piece coping channel for vinyl pools • Reusable coping forms Other Options •45-degree vanishing-edge pools • Painting—all extrusions can be painted to match most •90-degree vanishing-edge pools deck surfaces or fabric colors • Designer Series®cover—custom graphics can be Mechanism painted onto the fabric surface •Lifetime limited warranty on mechanism • ABS recessed box •100%anodized aluminum frame and components •Stainless-steel hardware •Stainless-steel drive components •Positive-shift system •Standard units include either heavy-duty slip clutch or auto-shutoff with amp limiter • Exclusive! independent or locked rope reels •24-bearing#440 heavy-duty pulleys Power and Controls Standard items are in bold type. •3-year limited warranty on all electrical •3/4 hp waterproof electric motor • 1 '/:hp/2000 PSI hydraulic system •Safety lockout key control • •CoverLinkT"" touchpad control • Low-voltage auto-shutoff with key switch • Low-voltage touchpad •Low-voltage water-feature shutoff • FEDERAL AGENCY AND NATIONAL COMPLIANCE LISTINGS Cover-Pools is committed to producing the safest and highest quality pool and spa covers in the world. We are your partners in providing•a reliable additional layer of safety for your pool. • UNDERWRITERS LABORATORIES INC. LISTING • The Cover-Pools Underwriters Laboratories listing number is 181T-File#E52841 • WBAH Covers for Swimming Pools and Spas Power Safety Cover, Model Save-I®3, Classified in Accordance with ASTM F1346-91 • WDDJ Swimming Pool and Spa Cover Operators Electric Pool cover operator, Model"Save-T ASTM (American Society for Testing and Materials) Designation: F 1346-91 (PSC, MSC, OC) Cover-Pools products Save-T cover and Step-Saver have been manufactured and are in full compliance with ASTM F 1346-91 Standard Performance Specification for Safety Covers and Labeling Requirements for All Covers for Swimming Pools, Spas and Hot Tubs. FCC ID: P8G-50306 Save-T Cover Wireless 50305 Note:This equipment has been tested and found to comply with the limits for a Class B digital device, pursuant to Part 15 of the FCC Rules. These limits are designed to provide reasonable protection against harmful interference in a residential installation. This equipment generates, uses and can radiate radio frequency energy and, if not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on,the user is encouraged to try to correct the interference by one or more of the following measures: • Reorient or relocate the receiving antenna. • Increase the separation between the equipment and receiver. • •Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. •Consult the dealer or an experienced radio/TV technician for help. Note:This equipment has been tested and found to comply with the limits for a Class 1, Class 2, and Class 3 Radio equipment and systems under Title: ETS EN 300 683 : 97 and ETS EN 300 200-1 (RES) (EMC) (SRD)operating on frequencies between 9 kHz and 25 GHz. These limits are designed to provide reasonable protection against harmful interference in a residential installation.This equipment generates, users and can radiate radio frequency energy and, f not installed and used in accordance with the instructions, may cause harmful interference to radio communications. However, there is no guarantee that interference will not occur in a particular installation. If this equipment does cause harmful interference to radio or television reception,which can be determined by turning the equipment off and on ,the user is encouraged to try to correct the interference by one or more of the following measures: Reorient or relocate the receiving antenna. Increase the separation between the equipment and receiver. Connect the equipment into an outlet on a circuit different from that to which the receiver is connected. If you have any additional questions please contact Cover-Pools at 1-800-447-2838. • 23 NOTES: I 1: FOR REFERENCE SEE: - E ASSESSORS MAP 75, PARCEL 107 ,� '°FJ g!' CCDC Sc 348'f RECORD P o- —o :ARSH �� Q rn I Q'�QG � I61 O W 8I 1 I MARSH TOF=14.3 I Z 0 z TOF=14.3 z Pi '2.1' oI-'2 !3 0 j U Z I di a v a TOF=13.8 0 Z U7 TOF=15.4 1111 I \ A_ W 0 to ___I — — w < - MARSH ��Q� , Q 31.1' Q I �a TOF=15.6 I PRPOOLED I I ,O sq/G, ci �d�% •. 32.7' l - - - - I 11�t �'i4, . 2.1 , 0POURED 97't RECORD ��'� , CONCRETE YiY�I/ FOUNDATION GI lS3J I \\ ' cY $3 < �`�9�' _ gg RENDEZVOUS LANE • _ — — / TOF = TOP OF FOUNDATION _— N 169 SALTEN POINT ROAD • CERTIFIED PLOT PLAN SURVEYOR'S CERTIFICATION: OF Mq OF LAND IN ON THE BASIS OF MY KNOWLEDGE, INFORMATION AND BELIEF, I �y SS9,, BARNSTABLE, MA CERTIFY TO BRIAN D. AND NICOLE CONNOLLY THAT AS THE o4 ROBERT -Se AS PREPARED FOR: RESULT OF A LOCATION SURVEY PERFORMED ON THE GROUND 1 JOHN Ci ON AUGUST 1, 2017 IN ACCORDANCE WITH THE NORMAL v FREEMAN co BRIAN D. & NICOLE CONNOLLY STANDARD OF CARE EXERCISED BY PROFESSIONAL LAND No. 32655 SURVEYORS PRACTICING IN THE COMMONWEALTH OF °RoffSS�a�"�O� SCALE: 1 in. = 50ft. AUGUST 7, 2017 / MASSACHUSETTS, I FIND THAT THE EXISTING POURED CONCRETE �440 SUR`1`y rr� FOUNDATIONS ARE SITUATED ON LOCUS AS SHOWN HEREON. SCHOFIELD BROTHERS OF CAPE COD REGISTERED PROFESSIONAL ENGINEERS AND LAND SURVEYORS J DATE: /6? / i a /�� 161 CRANBERRY HIGHWAY - P.O. BOX 101 PROFESSIONAL LAND SURVEYOR ORLEANS, MASS. 02653 (508) 255-2098 0-11843 r 44°44'41 Town of Barnstable Building Post This Card SooThat rt is visible From the Street Approved:Plans Must be Retained on Job and:this Card Must be Kept : O m k £- Y ,, £ t° Y ., h 5 h k «E . qk `y r II • b o Posted Until'Final inspection Has Been Made ' .e . : 1. 4, r.z. 6 4. 4lceer :F Permit i 9Alhere a Certificate, Occupancy ss Requsred,such Building shall Not be Occupied until a Final Inspection has>;een made s ne a.,. -,7 "'' ,,i4..r,,...,,§w,.,,k3`:e,t,-M.,.-,,,. .•,,_ ,. ,.. n. a ,r .yk ,.:.a, �a a .,�,s.� tea. ..._ s.,.v r.� Permit No. B-17-4326 Applicant Name: John R. Robichaud Approvals _ Date Issued: 12/22/2017 Current Use: Structure Permit Type: Building-Sheet Metal-Residential Expiration Date: 06/22/2018 Foundation: ` Location: 169 SALTEN POINT ROAD,BARNSTABLE Map/Lot: 301-003 Zoning District: RF-1 Sheathing: Owner on Record: CONNOLLY, BRIAN D&NICOLE Contractor Name. John R. Robichaud Framing: 1 Address: 102 FAIR OAKS PARK ,�r Contractor License 0028 2 NEEDHAM, MA 02492 3104 Est Cost: $50,000.00 Chimney: Description: furnish&install hvac to 2 floors Permit Fee: $85.00 _, Insulation: , " � Fee Paid: $85.00 Project Review Req: email from installer states system abovelBFE at 15 , ..Date: r 12/22/2017 Final: ,,,,,,y,,j.,-:,:.,:..,,,:,,,,,,.;,,;,,,..: ‘,. .,:,,,,,.. , , , ., � - Plumbing: Plumbing/Gas P:Iti';:?,''''-',''''S;;.'',-,1",•.,"'''''. Rough um ing: -`,Building Official Final Plumbing: � Rough Gas: This permit shall be deemed abandoned and invalid unless the work au thor¢ed by this permit is commenced within six months after Issuance. g All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and sthic ructures shall bezoning in compliance with the local by landws a codes. Final Gas: This permit shall be displayed in a location clearly visible from access stretto oad and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. � 1 Electrical �. �° turesby} The Certificate of Occupancy will not be issued until all applicable signa the Building and'Fire Officials are,•provided on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work:;; Rough: 1.Foundation or Footing .,z.4 ,. 1,.,,,, 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: S.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: r "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: "Ptr All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Mckechnie, Robert From: Mary Trayner <mary@robies.com> Sent: Friday, December 22, 2017 11:45 AM To: Mckechnie, Robert Cc: glenn@robies.com Subject: FW:application for systems at 169 Salten Point Rd, Barn Dear Robert, In response to your email.All the equipment is on the 1st floor and the elevation is at 15 feet.The garage equipment is on an elevated platform which is the same as the 1st floor. If you need any more information please contact us. Thank you, Mary Trayner for Glenn Davis MarlueLLew Tra wer sales IwstaLLati,ow Coordt.wator rzobfes I-t-eati,wg CooLIwg 508-775-3083 From: Mckechnie, Robert [mailto:Robert.McKechnie@town.barnstable.ma.us] Sent: Friday, December 22, 2017 10:34 AM To: marv@irobies.com Subject: application for systems at 169 Salten Point Rd, Barn Good morning, I am reviewing the application for the HVAC systems you are intending to install at the subject address. The design of the system must follow the requirements of the Massachusetts State Building Code 780 CMR R322 Flood Resistant Construction. The property is in the A zone and requires all mechanicals to be above elevation 13 feet. Please provide the elevation of the equipment that looks like it will be located below the Base Flood Elevation of 13 feet. Also provide the details of the equipment that appears to be located in the garage. Thank you, Robert McKechnie Local Inspector Building Department Town of Barnstable 200 Main Street Hyannis, MA 02601 508-862-4033 1 Commonwealth of Massachusetts Sheet Metal Permit Map Parcel tire*Pe Date:Jc9/8// 7i'fkibtoPermit# 4- /- /C ‘ JZ 01.7C 14d Estimated Job Cost: $3C 0� A/f�q. 2Oi Permit Fee: $ k'S Plans Submitted: YES ✓ NO 11/1/8/N l Reviewed:- YES NO Business License# 1\ Applicant License# o& 6 Business Information: Property Owner/Job Location Information: Name: ?oh i c>.5 Name:�/'/ tit. ) CONN 6 //i Street: o?7 ? /oursii,0 0-e h 7cY Street: /(. Q < %Je 90.;vi 2ct City/Town: /1Y jN•0 City/Tovva OstA5 G Olvb (C , />2H 1 Telephone 0J C76" 7 7� -J o C& `3 Telephone: Photo I.D. required/Copy of Photo I.D. attached: YES/ NO ...6 Staff Initial J-1/M-1-unrestricted license J-2/M-2-restricted to dwellings 3-stories or less and commercial up to 10,000 sq.ft. /2-stories or less Residential: 1-2 family ✓ Multi-family Condo/Townhouses Other 1 Commercial: Office Retail Industrial Educational Fire Dept. Approval Institutional_ Other - Square Footage: under 10,000 sq. ft. over 10,000 sq. ft. Number of Stories: o? Sheet metal work to be completed: New Work: ►/ Renovation: HVAC ✓ Metal Watershed Roofing Kitchen Exhaust System Metal Chimney/Vents Air Balancing Provide detailed description of work to be done: r 7v 'N,�i'1 ci Z N ic&l.lf frl Vi C -6 © ' ; ` 1 O or., II� INSURANCE COVERAGE: I have a current liability Insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes 133-1No ❑ If you have checked Xga,indicate the type of coverage by checking the'appropriate box below: A liability insurance policy Other type of indemnity ❑ Bond ❑ �° OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the I Massachusetts General Laws,and that my signature on this permit application waives this requirement, Check One Only Owner ❑ Agent El Signature of Owner or Owner's Agent By checking this box[],I hereby certify that all of the details and Information I have submitted(or entered)regarding this application are true and accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit issued for this application will be° in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112.of the General Laws. Duct inspection required prior to insulation,installation:YES NO. Progress inspections Date Comments . I Final Inspection Date Comments. Type of License: 3y ;.Master • rile ❑Master-Restricted L— /27) 'tty/Tawn (22 ❑Joumeyperson Signature of Licensee Derrnil# []Joumeyperson-Restricted License Number. =eeS Check at www.mass.goytdp( nspector Signature of Permit Approval • Town of Barnstable Regulatory Services , Thomas F.Geiler,'Director, hoS a' • Building Division Tom Perry,Building Commissioner , 200 Main Street,Hyannis,MA 02601. www.town.barnstable.wa.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, I''/ ( ..) Co N N 6 itY ,as Owner of the subject property hereby authorize 0 b/ &) to act on my behalf; in all matters relative to work authorized by this building permit I 8 <5al N co,,/V'e Tor (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are not to be utilized until all final inspections are performed and accepted. Signature of Owner S; afore of Applicant i/R4 a70 Print Name Print Name Pq� Tl---tSr Date Q:FORMS:OWNERPERMISSIONPOOIS The Commonwealth of Massachusetts • • • Department oflndustrial Accidents t •=•c'0i!1/ Office of Investigations , r e��-_ 600 Washington Street - - ' _'Cat- Boston,MA 02111 .-.......- ` ' www.mass.gov/dia ' Workers' mpensation Insurance Affidavit: Builders/Contractors/Electricians lumbers Applicant Info f tion Please Print Legibly Name(Business/organizati.. .. •., :):. / . Address: •/ . . City/State/Zip: \ Phone.#: ' i Are you an employer?Check the appro• to box: of project(required):: I. I am a employer er with : 0 I am a general contractor and I ❑ Y * have hired the sub-contractors /Type 6. ❑New construction . . employees(frill and/or part-time). 2.❑ I am a sole proprietor or partner: ••,.d on the•attached sheet 7. ❑Remodeling . • ship and have no employees sub-contractors have 8. ❑Demolition �,•�• • and workers' working forme izr.any capacity. � � Y� 9. ❑Building-••'•on [No workers'comp.insurance comp. . . :• e• ,t required.) 5. ❑ We,• �are ..corporation and/its 10.0 Electri •ails or a�trht,ons • 3.❑ I am a;homeowner doing all work officers ' •: exercised)heu . 1 i.❑P' mg repairs or additions ` myself, [No workers'comp. right Of ex y.,;cm p /MGL 12. • • • insurancerequired.]t c.152, 1 4 •.• wdhave no • employe [No. ,,0/, . 13.% Other Comp.msmranceir .. . ) 'Any applicant that checks box#1 must also fin out the section below showing tlteer 'compensation •olicy information. t Homeowners who submit this affidavit indicating they are doing an work and..-I.t hire can. must submit a new affidavit indicating such. tContractors that rl,P.�k this box most attached an additional.sheet showing the.< of the , and state whether or not those entities have employees.If the sub-cont�as.tukb have employees,they m ustprovidc their wo tie s'\comp.:poll n••n.. . • I am an employer that is providing workers'compensation/cnsuranc�e for my : ployees. Below is the policy and job site information. Insurance Company Name: / • Policy#or Self-ins.Lic.#: / Exp.. . .n Date: Job Site Address: ,/ City/ Y. ••: Attach a copy of the workers'compensatio• policy tion page'(sho•..i. • the poll number and expiration date). Failure:to secure coverage as required ni•• Section 25• 'f MGL c. 152 can le-.• to the impo:'i:on of criminal penalties of a f fie:up to$1,500.00 and/or one-year impyrtsomnent, :_ ••ell as Civil penalties in •• form of a S L OP WORK ORDER and a fine of up to$250.00 a day against the violaaar. Be ad ed.that a copy of this sta • •` may be fo • =••-• to the Office of Investigations of the DIA for insurannc covers!. erificaiion. • I do hereby certify under the pains• d p a ..1- of peijury that the information p.•vided above is ue and correct Signature Date: - . Phone#: \ • Official use only. Don• ite in this area,to be completed by city or town official • City or Town: • Penult/License# Issuing Authority circle one): . . '1.Board of Heal 4, 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: . - ;Phone#: •. Salten Point House HVAC Load Calculations for Salten Point House 169 Salten Point Rd. Bamstable, Ma �p' f.' ,,` RE$IDE�N nAI, . w, HVAC LOADS Prepared By: Monday, December 11,2017 • Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2,and ACCA Manual D. , Rhvac-Residential&Light Commercial HV AC Loads f-- Elite Software Development Inc. 1 Robies Heating and Cooling,._ 11 Salte n Point House Hyannis,MA 02601-2096 ' 7.. Page 2_ Load Preview.Report , z Min Min Sys Sys Sys Has Net ft. I Sen Lat Net Sen Htg Clg Htg Clg Act Duct Scope Am Ton Ron Area Gain Gain Gain Loss Size CFM CFM CFM1 'CFM CFMI Building i 16.36 6991 4,449 67,3601 9,0181 76,379 73,6611 909 3,026 9091 3,0261 3,0261 System 1 1st Floor Yes: 2.61 686 1,790 27,609• 3,694 31,303 29,190 365 1247 365 1,247: 1,2471 12x18 Sup ply Duct Latent ®■ 302 455 757 1243 Return Zone 1 1,790 :27,307 3,054 30,361 27,947 365 1247 365 L12471 1247 12x18 1-Family Room 360 6,574 700 7274 6,094 80 300 80[ 300 i 300 3-6 2-Dinning Room 252 5270 640 5,910 3,580 47 241 47 r 241 1 241 3-5 3-IGtchen ___ 306 5273 850 6,123 5,660 74 241 741 241 241 3-5 4-Mud Room/Laundry 272 . 2,627 97 2,724 3,192 42 120 42, 120 2-4 5•Foyed Pwdedstairs ® . 3301. 1,158 60 1218 2,362 31 53 31 53 1-4 6-Sun Room III270 6,404 707 . :. 7,111 7,059 92 292 92 J 292 292 3-6 I System 22nd Floor Yes, 228 838 1,909 . 23,665 3,679 27,343 30,004 358 1,044 358 1 1,044 1,044 12x16 Supply Duct Latent _-Ell_ 144 _144 Return Duct 798 605 1,403 2,607 Zone 1-CIg.:36%,Htg:44% 962 9,805 1,020 10,825 11,965 156 448 156 r 448 448 8x12 7-Master Bedroom 357 4,712 504I': 5216 6,672 87 • 215 87, 215 215 2-6 8-Master Bath 238 ' : ''838 351 _ 873 1,565 20 38 20 r 38, 38 1-4 9-Bedroom 2 150 3,462 463 3,925 2,776 36 158 361 "158 158 2-5 15Stairway I105 724 18 : 742 757 10 .33 10[ 33. 33+I .1-4 16-Hati 112 70 0 70 195 3 . 3 3 r 3 31 1-4 Zone 2-CIg.:37%,Htg.:30% 668 9,875 1,385 '11,260 8,127 106 451 106 r 451 4514_ 9x9 10-Kids Bath _- 225 3,038 63 3,101 2,700 35 139 35 r 139 139 2-5 11-Bunk Room 247 4,741 881 5,622 3,383 44 217 44 7 217 2-6 12-Bedroom 1 21196 2,097 441 2,538 2,044 27 96 27 r 96. 96 1-6 Zone 3-Cig.:27%,Htg_27% I 279 7,232 .524 7,756 7,305 95 330 95[ 330 330 8x8 13-Guest Bath -- 55 792 13 805 797 10 36 10 T 36 36 1-4 14 Guest Bedroom ® 224 6,440 511 6,951 6,507 85 294 85_- 294 294 3-6 System 3 Garage Bedroom Yes• 1.48 508 750 16,087 1,645 '17,732 14,467 .735 187' 735 735 .10x14 Supply Duct Latent 142 142 Return Duct ■ 0 95 95 126 Zone 1.-CIg.:52%,Htg.:63% 4751.. 9,831 514 10,345 8,996 449 117 449 449 9x9 17-Garage Bedroom/Bath -® 475_1 9,831 514 ',10,345 8,996 117 .449 117 1 449 449 .5-6 Zone 2-Clg.:48%,Htg:37% 275 9,084 894 '. 9,978 5,345 70 415 70�1_ 415 415 9x9 18 Game Room 1 . -= 275,' .9,084 894 9,978 5,345 70 415 ®, M415 4-6 Sum of room airflows may be greater than system airflow because .. II system has multiple zones. I 1 1 1 1--- F:\Elite:Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 11, 2017, 9:39 AM MAn 0 and Cooling -► Salten Point House Rhvac-Residential&Light Commercial HVAC Loads Elite'Software Development,Inc. Robies •tip yannis --- - -- -�_ - Page 3_, Duct Size Preview , Room or Source Minimum' Maximum Rough. Design SP Duct Duct Htg Clg Act. Duct Duct Name Velocity Velocity Factor L/100 Loss Velocity Length Flow Flow Flow Size System 1 I Supply Runouts _-=II 11111111_ Zone 1 - - - 1-Family Room Built In 450 750 0.01. 0.1 509.7 80 •A I 300 3-6 2-Dinning Room Built In 450 750 0.01 0.1 ;588.4 47 t 41 241 3-5 3-Kitchen Built-In 450 750 0.01 0.1 .8 � 588.8 z'41'( 241 3-5 5 4-Mud Room/Laundry Built-In 450 750 0.01 0.1 687.6 42 MEI 120, 2-4 5-Foyer/PWder/stairs 450 750 0.01. 0.1 605.9- Wri 53 . .. 1-4 6-Sun Room • Built-In 450 750 0.01 0.1 1111 496.E al 92 0 292' ' .3-6 Other Ducts in System 1 7- Supply Main Trunk Built-In 650 900 0.003 0.1 = 365 l 1247 12x18 System-2 __ 111111 Supply Runouts Zone 1 7-Master Bedroom Built-In 450 750 0.01 0.1 1111113 WO I 215 2-6 1 8-Master Bath11.2= 450 750 0.01 0.1 11111 20 -s I 38 1-4 9-Bedroom 2 Built-In I 450 750 0.01 ' 0.1 N 579.71 36 WII 158 •.2-5 15-Stairway Built-In • '.450 750 0.01 0.1 379.1 10 Mil 33 1-4 16-Hall Built-In 450 •.750 0.01 0.1 ' 36.5 3 1 3 1-4 Zone 2 10-Kids Bath Built-In 450 750 0.01 0.1 - 508.8 - 35 ) 139 .2-5 11-Bunk Room Built-In 450 750 0.01 0.1 44 hI, 217 • '2-6 12-Bedroom 1 Built-In '450 750 0.01 0.1 27 91 96 1-6 Zone 3 • IIIIIIIIIIIIIII 13-Guest Bath 450 750 0.01 0.1 �1 10 WTII 36 1-4 14-Guest Bedroom Built-In 450 750 0.01 . , ' 0.1 499.4 Ll1 'l! 294 3-6 Other Ducts in System.2 Supply Main Trunk Built-In 650 900 0.003 0.1 . -'783.3 MUM Etri.--ii•I 1,044 12x16 System 3 MIIIIIMIIIIIIIM 11111111111111111 ENE •Runouts _ Zone 1 - w _ �_._ 17-Garage Bedroom/Bath Built-In 450 750 0.01' 0.1 457.4 1113 . :)I 449 5=6 Zone 2 18-Game Room Built-In 450 ' 750 0.01 0.1 528.31 70 Mail 415 4-6 Other Ducts in System 3 , Supply Main Trunk i �_Built-In I 6501� 900 0.003.' • 0.1 _._._I 755.71 187 I__ 7 7351 10x14 • 'Summary System 1 Heating Flow: . 365 -��-�� Cooling Flow 1247 y-� �� System.2 - Heating Flow: 358 s r __ _ . Cooling Flow: 1044 w System 3 Y _� _�_.___ Heating Flow: 187 ____ s Cooling Flow 735 • F:\Elite Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 11, 2017, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads ,.0 , . Elite Software Development,Inc._ i Robies Heating and Coolin-- -' ._--. s- "` 9 Salten Point House Hyannis,MA'02601-2096 _. '• _ _ _.� _ _ • -Page 4 System 1 1st Floor Summary Loads Com orient tArea w end. Lat, : S Seri° Total,. 14 9scnption1, r _. `alp L. Loss ...k , Gaii _ ,tGam ,_:Gail 4A-1.a-o: Glazing-Double pane low-e(e=0.20 or less), 345 9,080 0 12,170 12,170 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.47, SHGC 0.49 4A-3a-d: Glazing--Double pane low-e(e=0.20 or less), 96 2,527 0 4,291 4,291 sliding glass door, e=0.10 on surface 2, wood with metal clad frame, u-value 0.47, SHGC 0.41 4A-3w-o: Glazing-Double pane low-e(e=0.20 or less), 96 2,527 0 1,343 1,343 operable window, e=0.10 on surface 2, wood frame, u-value 0.47,SHGC 0.41 4A-3w-o: Glazing-Double pane low-e(e=0.20 or less), • 42.8 1,125 0 1,001 1,001 operable window, a=0.10 on surface 2, wood frame, u-value 0.47, SHGC 0.41 10D-w: Glazing-French door, double pane.loin/Le glass(e 21 576 0 548 :548 =0.10),wood frame, u-value 0.49, SHGC 0.32 11 F: Door-Wood-Solid Core With Metal Storm 21 329 0 .141 141 11 E: Door-Wood-Solid Core With Wood Storm 21 •'306 0 131 131 12F2-0sw: Wall-Frame, R-34 closed cell 2.lb. spray foam` 1148.2 3,533 „0 840 . 840 insulation in 2 x 6 stud cavity, no board,insulation, : siding finish, wood studs 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck ' 270 '-363 0 ' '156 156 and.Ceiling or Foam Encapsulated Roof Joists, -' • Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane,Dark Tar and Gravel, R-46 closed cell 2 lb. spray foam,7.5 inches in 2 x 8 joist cavity, 1 inch on joist 19A1-31cp: Floor-Over enclosed crawl space, No 1790 2,860 0 664 664 insulation on exposed walls, sealed or vented space, spray foam insulation, passive, R-31 closed cell 2 lb. spray foam, 5 inches in 2 x 10 joist cavity Subtotals for structure: 23,226 0 21,285 21,285 People . 11 2,200 2,530 .4,730 Equipment: 358 2,502 2,860 Lighting: : 0 0 0 Ductwork: 3,825 640 1,024 1,664 Infiltration: Winter CFM: 35, Summer CFM: 19 2,139 496 268 764 Ventilation:Winter CFM: 0, Summer CFM: 0 : 0 . .. 0 0 0 System 1 1st Floor Load Totals: 29,190 3,694 27,609 31.,303 �{¢p,Check�Fi u67. r s7 , a lai- '_ ti^ 4 _ 4f _ f .. '.. - _..� _ ..; - 14 ,3_7 IV .k_.�-...,€.D .e-...r....t�: �vz..:S`�-+�2-t_.Mr,�..��;.F. .��€�,.��,'��,.f«.tSs.��*�":�._�-...� �S.-. �. :'.,*sleC.�_!+�^.n-.�3 r .3a^fiA' '� �...k :v. 1s Supply CFM: 1,247 CFM Per Square ft.: ' • 0.697 - Square ft. of Room Area: 1,790 Square ft. Per Ton: 686 Volume(ft3): 16,110 S StetTliL ads n z ,r �-. 27 �r r fr':W `s, 7- .. 1" 5S r f s Total Heating Required Including Ventilation Air: : .29,190 Btuh 29.190 MBH Total Sensible Gain: 27,609 Btuh 88 Total Latent Gain: 3,694 Btuh 12 % - Total Cooling Required Including Ventilation Air: 31,303 Btuh. 2.61 Tons(Based On Sensible+ Latent) .6 v,• e}WM M ,,,. ",k." 7�t�^= a � fi ro*� :; 's�r-;� < .y� s �+ 1- :� a3 5i' Rhvac.is an ACCA approved Manual J and Manual D computer program. L Calculations are performedper ACCA Manual J 8th Edition, Version 2,and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure.to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your:design conditions. F:\Elite.Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 11, 2017, 9:39 AM Rhvac=Residential&Light Commercial HVAC Loads Elite'Software Development,Inc. 1 Robies Heating and Cooling _ .` `� Salten Point House I Hyannis,MA 02601-2096 .� __.._ Page 5 System 2 2nd Floor Summary Loads Com ponentf ,Area ;, Senf= +Lat ,Sell o �T aI Descnption uan i rLoss G isGain" Gai 4A-1.a-o: Glazing-Double pane low-e(e=0.20 or less), 392 10,322 0 15,296 15,296 operable window, e=0.20 on,surface 2, wood with metal clad frame, u-value 0.47, SHGC 0.49 10D-w: Glazing-French door, double pane.low-e glass(e 35 960 , 0 438 438 =0.10), wood frame, u-value 0.49, SHGC 0.32 12F2-0sw: Wall-Frame, R-34 closed cell 2 lb. spray foam 1454 4,479 0 1,064 1,064 insulation in 2 x 6 stud cavity, no board insulation, siding finish, wood studs 18A1-46c: Roof/Ceiling-Roof Joists Between Roof Deck 1909 2,566 0 1,100 1,100 and Ceiling or Foam Encapsulated Roof Joists, Spray Foam Insulation, Dark or Bold-Color Asphalt Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46.closed cell 2 lb. spray foam, 7.5 inches in 2 x 8 joist cavity, 1 inch on joist 19A1-31cp: Floor-Over enclosed crawl space, No 75 ',120 0 28 28 insulation on exposed walls, sealed or vented space, spray foam insulation, passive, R-31 closed cell 2 lb. ' spray foam, 5:inches in 2 x 10 joist cavity 20P1-30op: Floor-Over open crawl space Or garage, '224 439 0 63 63 Passive, spray foam insulation, R-30 open cell 1/2 lb. spray foam insulation, 8 inches in 2 x 10 joist cavity; any cover Subtotals for structure: 18,886 0 17,989 17,989 People:. 12 2,400 2,760 5,160 Equipment: 0 :: 0 0 Lighting: 0 0 0 Ductwork: 8,836 750 2,629 3,379 Infiltration: Winter CFM: 37, Summer CFM: 20 2,282 529 286 815 Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0 System 2 2nd Floor Load Totals: 30;004 3,679 23,665 27,343 • CheckF hies nn; , :a . ''' :i . . - , ,: * «F - ,._• [.erg_ ,.� .�. 3 tom= r . ?s�� 1.,. ,a �,r� F s�.a,�.�. �,; �_ � ��'� -�� r _ Supply CFM: • 1,044 CFM Per Square ft.: • 0.547 Square ft. of Room Area: 1,909 Square ft. Per Ton: 838 Volume(ft3): 17,181, ' s mmp 1 'Fx t�.fir w r -_ �F" v l" "fi 1"z" �-'^T r �xV rp .:�,�. y* "� ? '�,Xs P�' : 'S "'�`w"Tx�'- -,.. .,_y .d, .�..�..d.x�.ZL;.;ws__.,_,:,...,iJ' a,�il,-' �1}__: r» .�.�.._:�u- ..e a,� "h'zi,e�"a�C' _ '�,3..-s.c�."��.� -.sue . � Total Heating Required Including Ventilation Air: 30,004 Btuh 30.004 MBH Total Sensible Gain: ' 23,665 Btuh 87 Total Latent Gain: 3,679 Btuh .13 % Total Cooling Required Including Ventilation Air: ' 27,343 Btuh 2.28 Tonsp (Based On..Sensible+ Latent) , - Ni3te.S ! M�e4 .lam T _ fie' *i t 5 ',.� 2. i;;:s� Sj''W 4"i Vk'-tb- '"ter�a'F3 prµ ,: �''L F e _' ,` > Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at. your design conditions. • F:\Elite Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 11, 2017, 9:39 AM Rhvac-Residential&Light Commercial HVAC Loads - Elite Software Development,Inc. L Robies Heating and Cooling �-- .,_ - ` J Salten Point House Hyannis;MA 02601-2096 _ - -. : .- ... "-- :�Y..-4- - ...,, ,". -- ,....',�-. ~-':ti"_ -`Pagie System 3 Garage Bedroom Summary Loads C m,p°He _ ,, ea -0 rSenll; - tL�'at Sen ' rTotaljt Descnptionfi _.. .; ,_: ''f ,Quin Loss __ Gain.. __pain _._,Gam; 4A-la-o: Glazing-Double pane low-e(e=0.20 or less), . 90 2,368 0 .2,838 2,838 operable window, e=0.20 on surface 2, wood with metal clad frame, u-value 0.47, SHGC 0.49 4A-2w-d: Glazing-Double pane low-e(e=0.20 or less), 84 2,211 .• 0 4,625 4,625 sliding glass door, e=0.20 on surface 3, wood frame, , . u=value 0.47, SHGC 0.52 4A-2w-d: Glazing-Double pane low-e(e=0.20 or less), 96 2,527 0 5,285 5,285 sliding glass door, e=0.20 on surface 3,wood frame, u-value 0.47;SHGC 0.52 • 12F2-0sw: Wall-Frame, R-34 closed cell 2 lb. spray foam. : 945 2,9.10 0 .690 690 insulation in 2 x 6 stud cavity, no board insulation, siding finish,wood studs • 12F2-0sw: Part-Frame, R-34 closed cell 2.lb...Spray foam .225 186 0 186 186 insulation in 2 z6 stud cavity, no board insulation, siding finish,wood studs 18A1.46c: Roof/Ceiling-Roof Joists Between Roof Deck 675 : 907 0 •389 389 and Ceiling or Foam Encapsulated Roof Joists, . Spray Foam Insulation, Dark or Bold-Color Asphalt ' Shingle, Dark Metal, Dark Membrane, Dark Tar and Gravel, R-46 closed cell 2 lb.'spray foam, 7.5 inches . in 2.x 8 joist cavity, 1 inch on joist ' 19A1-31 cp: Floor-Over enclosed crawl space, No 600 958 - . :0 223 223 insulation on exposed walls, sealed or vented space, spray foam insulation, passive, R-31 closed cell 2 lb. spray foam, 5 inches in 2 x`10 joist cavity I Subtotals for structure: • 12,067 0 14,236 14,236 People: 6 1,200 1,380 2,580 Equipment: 0 0 . 0 Lighting: 0 0 0 Ductwork: 1,504 237 359 596 Infiltration: Winter CFM: 15, Summer CFM: 8 896 208 112 320 Ventilation: Winter CFM: 0, Summer CFM:0 ' - 0 0 0 0 System 3 Garage Bedroom Load Totals: - 14,467 1,645 16,087 17,732 Check+Fi""ures ..47., •G e-f kv x,*-;;r - _, �,,4 � y �,,;. .: - w- v, ,. '- - - - , ,,._.. emu: :.� - im, __- ..__ . �__> ,..� . .,., _.� . _.��-_ Supply CFM: 735 CFM Per Square ft.: 0.980 Square ft. of Room Area: , 750 Square ft. Per Ton: 508 Volume(ft3): '' 6,750 System ORI:61k,Z O • ` 341110 ,a,;a7C '.: :ir ki,• ' :i .. Total Heating Required Including Ventilation Air: 14,467 Btuh 14.467 MBH ,. Total Sensible Gain: . 16,087 Btuh 91 % Total Latent Gain: 1,645 Btuh 9 % Total Cooling Required Including'Ventilation Air: . 17,732 Btuh 1:48 Tons(Based On Sensible+ Latent) ..r•;tt �..# 5a l,Mn"d.yY'i '"+3'�t ".� y+tq'T 2�, -t* i'y° ar°�b t � zy*.�, PP' "�t'k~.�,.,I `fix`A �i� -.2 r ...r G"��`+T"3�`�`" +" 'x°""�, � IVOt_e$' s� :A; f, :r? _73- : ,.�t 'f ' #,, ii �.. l..�_4e w arm, : ' ."` y, '. r - �''" �f___��--,"'��"'c.s.�: 1':�!.✓...,7".d�i.. ��-x_'Siti•+N� �.a�`.wr°�< .--�.`.�,ax. �xte�•�'-n :^ Rhvac is an ACCA approved Manual J and Manual D computer program. Calculations are performed per ACCA Manual J 8th Edition, Version 2, and ACCA Manual D. All computed results are estimates as building use and weather may vary. Be sure to select a unit that meets both sensible and latent loads according to the manufacturer's performance data at your design conditions. F:\Elite.Program\Rhvac 9 Projects\169 Salters Point.rh9 Monday, December 11, 2017, 9:39 AM 1 | . . ' �oa�� ' - _ _ _- �~ `~ Elite~ -~~ ~^ oftwar!tReyelopMent,Inc., vac annimm'��O1'��--~ ^^-~ � �=�' ^ +,-^ -� '`-'-~ ' -��^� ; ' ^ `- _ � . `^ _� . �cuxe' ` �� ^��vx» " r�e��xx �-«�� ~�m�y/on�rjy ° ` ^ - ^ � At9t t4 ~ ' ` ' . � . � y�� u�a�� x�oym --3��y� ��Q�� --Zone1-- ' 1 Family Room 300 6,094 80 3-G ` 510 G.574 ' .' ' 700 300 ' ''3D0 2 Dinning Room 252 . 47 3-5 588 5,270.: ' 840 241 � .241 3 Kitchen .306 5.660 743'5' 589 ' . 5.273 ' 860 . . ,241 241 4 Mud Room/ 372 3.192 2'4 088.' 2�27 97 .�` 130 120 ' . . ' ^a" °"x ' 5 Foyer/ ' 330 2,%2 31 1�4'` 006 1.158 '. '�` 80 53 '.'53 Pwda�o�iro- �' ' �' 8 Sun Room ' 270 7,059 ` 92 3-0' 487 , , 8�D4 ' 707 ` ' ,292 292 Duct Latent ��' �� ' � .' 106 . Return Duct.. 1.243 302 ` . , 455System ' ^ ' 1 total 1.78O 2S.19O 365 �' .' 27OO8�` '' 3.694 1.247 ' , , ` �a� Tnm�G�a ' ..' 12r18 h�� ' ^ . Velocity: 031 ' '' . Loss per 100fi: . 0.097 inmg � K _� . � _ 10; n�n�� U� . F8L4G) Net Required: 2.61 88%/12Y6 27.609 '` 3.694 ' ' ' Actual: ' .� 3�7 ' ` 75Y6/25Y6 .'� ''. ' 3�OOO '''.' 1.D0O .Ul 44,000 ' ' ' � - - ---- - -'-' - �--- ---- -- - ` - —'-- — | Heating `.``_`CooinqSyotem Typo: ., .� Natural Gas Furnace `` '` Standard Air Conditioner � , mooa� . Indoor Model: '� � � '' ' . .' � / . ` ` CARRIER AIR CONDITIONING Brand: ' . ' Efficiency: OAFUE 19SEER Sound:- ' `. O '.' ` ```O Capacity: � ' UBbuh 44.000 ` � Sensible Capacity: n/m 33,000 BtuhLatent'Capacity: ' / ^ n/a . .. ' `` . _ 11,000 Btuh AHR[Reference No : n/a .' `'` 9884480 ' . . . ` ' ' 8 O98mlten Point.rhS� ' � ' December 11. 2O17. S:3QAM ` Rhvac-Residential&Light Commercial HVAC Loads • ._ "..{ __ ry Elite Software Development,Inc. Robles Heating an 1,209-CoO ing r Y_ Y -.'- , `r------ Salten Point House- Hyannis,MA 02601 2096 �' , " �4' < , .. Page 8, System 2 Room Load Summary ? h ., • - iHtg • ;Mini (Run . !Runk Clg :Clg fMin `Act #Roomy -^Area "Sens Htg (DuctD t) Sens • f at CI y ?' Nod Name, ".SF2 _,Btuh . CFM Size ,__g Val) Btuh , �vBtuh., _iCFM ' ;;CFM ---Zone 1--- 7 Master Bedroom 357 6,672 87 2-6 548 4,712 504 215 215 8 Master Bath 238 .1,565 20 1-4 439 838:- 35 38 • 38 9 Bedroom 2 150 2,776 36 2-5 580 3,462 463 _ 158 158 15 Stairway 105 757 :10 1-4 379 724 18 - 33 33 16 Hall .112 195 .3 1-4 37 70 0 3 3 Zone 1 subtotal 962 1.1,965 156 9,805 1,020 448 448 ---Zone 2--- 10 Kids Bath 225 2,700 35 2-5 509. ' 3,038 63 139 139 11 Bunk Room • 247 3,383 44 2-6 551 4,741 881 : 217 217 12 Bedroom 1 . 196 2,044 27 1-6. . 488 2,097 . . 441 96 . :96 Zone 2 subtotal 668 8,127 106 9,875:• 1,385 451 .451 ---Zone:3-- . 13. Guest Bath 55 797 10 1-4 414: • 792 13 36 36 14 Guest Bedroom 224 6,507 85 3-6 499 6,440 511 294 294 Zone 3 subtotal 279 .7,305 95 7,232 . 524 330 330 Duct Latent 144 Return Duct 2,607 • . 798 605 System 2 total 1,909 30,004 358 23,665 3,679 1,044 1,044 System 2 Main Trunk Size: 12x16 in. Velocity: 783 ft./min Loss per 100 ft.: 0.092 in.wg Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains at the room and zone levels, so the sums of the zone sensible gains•and airflows for cooling shown above are not intended to equal the totals at the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure + Excursion" method. Coolii S` stemy:Siimma „fft 5 ?, „ f V Cr - - ; Goofing - Sensibe/Latentt ;Sensible P ---- La t1 -Total } r , tTons Splits _ ,Btuh _ , Btuh Btuh Net Required: i - 2.28 87%/13% 23,665 3,679 27,343 Actual: 2.82 75%/25% 25,350 8,450 33,800 E Ui ment°Data i ;f Tr^ x1 g r r t t. 4T - e er 6 ; •-r - isms e ` . s a r ro.. "".-h *Heating System Cooling System Type: Natural Gas Furnace `Standard Air Conditioner Model: . , - 24VNA936A*030* Indoor Model: • FE4AN(B,F)003L+Ul Brand: • CARRIER AIR CONDITIONING Efficiency: •0 AFUE 17.5 SEER Sound: • •: 0 0 Capacity: 0 Btuh 33,800 Btuh Sensible Capacity: • n/a. 25,350 Btuh Latent Capacity: :n/a 8,450 Btuh AHRI Reference NO.: n/a 9883960 F:\Elite.Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 11, 2017, 9:39 AM I Rhvac-Residential&Light Commercial HVAC Loads ', . Elite'Software Development,Inc.i Robies Heating and Cooling 3 Salten Pcf.nt House l Hyannis,MA 02601-2096 I Page 9 System 3 Room Load Summary 1 ,Htg ,Via) lR n Run " KCig 7-7 -- +Minl, ; ,Act) t Room . Area Sens . �Htg , 4Ducti ;Duct Isms ; I yJ.. INo Name = SF! Bttih; CFm ___ Size} �, ,Vel 1Btuh ,B CFM T^ CFL ---Zone 1--- 17 Garage Bedroom/ 475 8,996 117 5-6 457 9,831 ; 514 449 ..449 Bath Zone 1 subtotal 475 8,996 117 , 9,831 514 =449 449 --Zone 2-- 18 Game Room . 275 5,345 70 4-6 528 9,084 . . 894 415 415 Zone 2 subtotal 275 5,345 70 9,084 : 894 415 :415 Duct Latent • . 142 Return Duct 126 0 95 System 3 total 750 14,467 187 . 16,087 . 1,645 735 735 System 3 Main Trunk Size: 10x14 in. Velocity: 756 ft./min , Loss:per 100 ft.: 0.105 in.wg,: , Note: Since the system is multizone, the Peak Fenestration Gain Procedure was used to determine glass sensible gains. at the room and zone levels, so the sums of the zone sensible gains end airflows for cooling shown above are not intended to equal the totals et the system level. Room and zone sensible gains and cooling CFM values are for the hour in which the glass sensible gain for the zone is at its peak. Sensible gains at the system level are based on the"Average Load Procedure+Excursion"method. p .4r "-N F - .e'� 'a .;/ 7 �'t .T' 7 Y t Je. C<.` x �g� 7 .-rf' S '-6S •'P `a,--• .� 1Cooll66 S.P6r Summary ,;, �. ! s d t a7i..:T.T 74Z if, a r 7 ff' r,. '.; X.4 r Cooling Sensible/Latent Sens bled Ltent Total �,. Tons Split) IBtu Btuh Btuh Net Required: 1.48 91%/9% 16,087 1,645 . . 17,732 Actual: 1.92 75%/25% 17,250 5,750 23,000 E ti ment)Data.- 4c t H,"' F r v : ,A X fW 4 r ,- , .--q,_-P._,. ......,,....� _ ^.E �'�: .,e3�:�t �5,..<.;��r �,..e�..-...,.`:�5",3E� _T,�', a_��.. , �.J�F�,a�'�: '�r��'�m7, tZ��,�� ..i. �`=-=J Heating System , Cooling System Type Air Source Heat Pump Standard Air Conditioner Model SUZ-KAl2NA 24VNA925A*030* Indoor Model: FE4ANF002L+UI Brand: 'MR. SLIM CARRIER AIR CONDITIONING : Description: Air Source Heat.Pump Efficiency: 10 HSPF 18 SEER Sound: 0 0 Capacity: 13,600 Btuh 23,000 Btuh Sensible Capacity:. 'n/a 17,250 Btuh Latent Capacity: n/a . :5,750 Btuh • .. AHRI Reference No.: n/a : 9883863 • F:\Elite Program\Rhvac 9 Projects\169 Salten Point.rh9 Monday, December 1.1, 2017, 9:39 AM 7,, ter. HoME. ENERGY R4rOE ,4 ! LLC @a I v p- / BUILDING PERFORMANCE TESTING AM 9: 58 - 1 4%, ................................ DIVISION. u.}t t Air Leakage Report 169 salten point rd. Test Mode Barnstable Depressurization 07/27/2018 Test Pressure 50.0 Pascals Test Equipment 2015 IECC Energy Code Minneapolis -.7-1 I' 7TLir; u 1.s r -; ' Total Air Leakage or Air Changes Per Hour Gauge 1460 2.23 NOM Conditioned Volume "= —747 39360 r t This project meets the criteria for the following: 2009 International Energy Conservation Code 2012 International Energy Conservation Code 2015 International Energy Conservation Code 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered by gocanvas www.aocanvas.com AE98526D-A024-4954-BB74-CDO2EAA9BCDE \\ K „., \ 11". B i . E'�� E.NEGYAT LLC , .. tr., : , *P- i' BUILDING PERFORMANCE TESTING i Ventilation Report Ventilation Tests 1a- . . c ., Y 6 a Fan Tine RU t , Fan FNl., Ery conditioned space 160 24 hrs r i , „ :',.. ia*--e Compliance Option#1: Follow these steps to determine compliance for the fan Airflow. 1) Determine the floor area of the conditioned space of the home=(Am) 2) Determine number of Bedrooms.Ll +r) 3) Insert these number in the formula Below: Fan airflow(CFM)=0.01Anoa+7.5(Ner+1) Fan Airflow for Homes with Average Air Leakage Floor Area(ft2) No.Of Bedrooms 0-1 2-3 4-5 6-7 >7 <1500 30 45 60 75 90 1501-3000 45 60 .75 90 .105 3001-4500 .60 75 90. 105 120 4501.6000 75 90 - 105 120. 135 6001-7500 90 105 120 135 150 >7500 105 120 135 150. 165 Fan airflow is CFM. 180 STATE ROAD SUITE 2U SAGAMORE BEACH,MA 02562-(508)833-3100-ENERGYCODEHELP.COM-INFO@ENERGYCODEHELP.COM powered bygocanvas www.aocanvas.com AE98526D-AO24-4954-BB74-CDC2EAA9BCDE vL-L0-10;ut:4ttiM:frcm: 2 Tc:15:84208855 ;5088889609 # 1! I 1 TOWN OF BARNSTABLE 1 . + 7018 FEB28 PM 3: 22 I 1 DIVISION c • ,,. )4-4, i Q K . I :::::r:: v°38 2T rounivimi ::: :: •47s'-lobite addresga . , , :,., ' /r permit Number i 4A-Side Z,� liR�t;� Lot it's _____ — I B-Side lot-it's Wafts -- - -- .---, _ . Attic warlararsairomm?' ., �(-J,S:^�t^f_fS^ry;he.j_..�-~ r r 111.111111111111111.11 1. iii.fir,„ l . 11 I 1 v�-�,-f is;u:':usrM;r rem: Tr:15C842i6855 ;5088889e09 # 2i 5 r • L� 47\ H EAT LOK -I 44 HedtlCK'is a two component,dosed cell,g Heade a soy oils.andp the t.dose spray applied.rigid polyurethane renewable residentialoils. and he blowing agent has zero ozone depleting foam system.This product the uses intent of theh pInterna II:Mal materials,rapidly CaCouser'sin abovebuilds pused as t e thermal compiles n.air r ier vapor of retarder ter r grade,below 9 Odds and Is commp used as a therrta'insulation,aft barrier, retarder and water resistive grade.interior and exterior apnoea tions- ASTM D 16 ESs: Fes' f X t;,Zst y:..: � Density - ..n'..•_ ;�;-..v�'?�y`�� :: �?•d,^��Z'':::°ts'r�^'• `r•"��-� ASTM C 518 Aged Thermal Resisane 2.7 lb/ft• 33.6 kg/m" See ESR 3210,Table I for addittio�i al R v�e)information ASTM E 283 Air Leakage Ca?7S pa @ 1"MECUM CM= i•3 Krn=/W Air Permeance @ 75 Pa a 1" <0.02 Vsm' Water r Vapor Pe+meance eb 1.2" <0.02 Usmz • Qua as a Class I!vapor balder per IBC Section 202 ASTM D 1621 Compressive Strength Crallille ASTM p 1623 Tensile Strength 28.7 psi ASTM D 2126 Dimensional Stability 9 138•F(70"G)97%R.H.CIES hrs,sample without any substrate)1./w/T 1. 7/-0.4 /+0.27 CA Spec 01350 vOC Emissions Standard i.37/-p 42/+0 27 aiMelaill =ungi Resistance Compliant ` ASTM 0 2856 Closed Cell Content , -90% ASTM a 84 Surface Burning Characteristics, - - � • r ''�';x`;;s Flame StavedIndex 0 Smoke Develop Class i 2Developed Ignition harrier-Compliant Compliant with 2006,2009&2012 IBC and l 400 I AppendixX,for use inattics and crawl s RC.and ICC•ES AC-377 without a prescriptive ignition barrier,thermal pus bonier or intent coating Trmal @anfer-Compliant with the 2pp6 2009&201218C arid lRC,as an isle ' r without a t5 minute thermal homer with Blazelok"TBX at Ti mNs dry fdm .finish =NM ASTM p�Z9 ignition Pr � (Bllbntancous ignition temperature) :. ,:: r` :5?fx''t 932"F(500"C) Poly&containing •y +fix N7• �?KR7iS1 !8"'A�a�`"+"',�' +m--.• -• •. n9 Recycled and Renewable Conterrtti`v sr,M'�'r"w' M� °_ %¢` ., Jit�: Renewable Content -.5% �pfenaumer Recycled Content 73555 Post-Consumer Reeyded Content • Total Recycled Content In Progress In Preirress In Ptogress .n!.`r.:;,asyy.•,�\li!w oN��'!.ra1�C�.«�f' Fti Yti; .•.. -',4kA Ui'7.7-RC7Fi1 E:' :;-, , •yam. R4 a.. Cream Time �v' ix+t ;�;i M •., ,fir..v,,,�mr,:s�o: Gel TuT1@ a£ w R a si.•.' - .. 0-1 seconds =d`.fsx=: grid of Rise 3-5 seconds Street 33z E.Dimon S Arlington,TX 760fi Fone(817)6 t,ee .Toil Free(877)336-4532 Fax(817)6334000.ntoiDemryeccorq m,www.pe tec.:.om Heath*Technical Dam s Stec Gist P.evo 5-5.15 Page 1 of 2 ' ��-�o-io,�a:4:Hil�;rrom: To:'E0842C6856 ;E088889609 - '.r # 21 2 l I TOWN OF BARNSTABLE . I E V SION rr''udjUe 7 "-doh/Company Name '� T�` NameApplicator , -.-. 'hone Number '10 Jobsite Address U i f Uf Installation Date Permit Number A-Side Lot Ws _ 8-Side Lot#•s 1 Walls _ -_ _ - _ Attic • I%.1—..; ; 4_ 111111MMII X5.60 i :: . �� r 1---irvilLr4,5 1 v2-2/-1o;Ub:03PM;FrCM: Tc 5,842;!6855 ;508?889609 # 5 i 5 II HEATLOKJ .j.� ,S lie °DlEMILEC +•+codok'is a two component:closed renewable so cee,sOray applied,rigid polyurethane foam system.This product uses recycled s residential and hemmw blowing building zone �dti a eatlok complies with the Inte o the Intentional Code,rapidly barrier in above grade•below grade,into ande o ac pit+cations ttl0rrrlal insulation,air barrier,vapor retarder and w r . water resistive ASTM D 1622 Density r v�:' "}5 F, �,P r ';;:?:;"• 112:2= Aged Thermal Resistance(R-value C 1 inch) 2.1 33 5 kg/m' See ESR 3210,Table 1 for additional R-value information MEM Air leakage 0 75 Pa 01" 1.3 Wn°/W <0.02 l/ ASTM E 2778 Air Perrneance its 75 Pe @ 1" water vapor Permeance 001.2" <0.02 1.jsr7>: OD8116es es a 08SB it vapor barrier per 18C Section 202MOM 'ASTM D 1621 Compressive Strength <1 perm <57.2 ng/Pa-s•rn' A5TM D7523 Tensile Strength ASTM D 2126 Dimensional Stabs(1S8°F(70T)en R.rl,068 hrs,sample without any substrate)i,/W/T - 7/-0.4 /+0.27 CA Spec 01350 VOC Emisslorp Standard -137 j-O.a2/+o.27 ASTM C 1338 . Fungi Resistance Compliant ASTM D 28S6 Closed Cell Content No fungal growth 'mo t# :�'~••�g'' .r' ��. ,1u� W` . ?4 R'�rTI.. tie,, � iRE STRE�b TS. r, •Lk Burning Characteristics. t a StII.S,4"thick �..� �` -`-�i�--..�::"�,.� �T�„�,Kv. •_M1Q•wltacM.�,• Flame Spread index ° ''w'` Surface Smoke Developed Class I 20 ignition Barrier-Compliant with 2006,2009&2012 I5C and IRC,and ICC-ES AC-377 400 Appendix X,for use In attics and crawl spaces without a prescriptive ignition barrier,thennal barrier or intumescent CCdting NFPA 286 Thermal Barrier-Co withouta minute Compliant with the 2006.2009&2012 IBC and IRC,as an interior finish ASTM D 1929 dermal barrier with BraxelokTM Ti3X at 11 mes dry fi.m thickness.Ignition Preoartios(spontaneous ignition temperature) Polyots Containng Recyded and Re CCJh"�h(fi[7T`?41 .,"Ofcg$11C*-� �;"' "' ter:a:,�a��:�:....r.. •Renewable - h:...-w &gi...,....iy:.k..':.. -40% Pre-ConSumcr Recycled Content 13.5% iOgraSS i'ost-Consurner Recyded Content In Total Recyded Content In A Progress ,.�K'•yLM"S,:s"/;c:3�r"iY'rtari'srs'',y-�`fi. •+.. ,..h �s in Gear,Time ,�...=.,: > ,�h,.,rr- z-ya;rae^�:, ;.... seconds . End of Rim 331E`-•won Street.Arinptp,,,TX T6011 Pint Pone(8:7)640.490D.Toff Free(87T) 88-4KV (817)633.2000.ht'ogiDempec.com,www.Dom mitec,co Heath*Technics.Onto Sheet Lest Pev,ston S-S-75 i' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION ' ..: _isiO 06--11- /g�50 Map O I Parcel 0 0 Application # . ='�. /' V Health Division 4 BUILD/fvP Date Issued o,�/�//7�My� Conservation Divisions Application Fee Planning Dept. JU '01? Permit Fee ??,/ 5 Date Definitive Plan Approved by Planning Board 1RlV0aLE -- -75 Historic - OKH _Preservation/ Hyannis -4944-ii, Project Street Address /I .54((.`J i A) Pot to r Rtfi i-cL Village bot}s404-hut, Owner 7(lA-04 Viai L ColUO Ifti Address �0 z / 0 �f11�1(! IUD i iti 1 CdiTelephone 617 / 2 '9O / A Permit Request Cl f/rib £4, i T GL Al ,J 3u 0 ' i Loy /U4 Gc) Q ii- 0 ()IN Square feet: 1st floor: existing proposed�/b 2nd floor: existing proposedTotal ne � Zoning District Nr- I Flood Plain Groundwater Overlay Project Valuation /,4%3)666 Construction Type Itlitd cairorif. Lot Size 1, 93 A-62,i. Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ) Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No. ' On Old King's Highway: 'Yes ❑ No Basement Type: ❑ Full Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 0 Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Lii Half: existing new rfi Number of Bedrooms: existing 6 new Total Room Count (not including baths): existing new /4- First Floor Room Count 6 k ,Heat Type and Fuel: Gas ❑Oil ❑ Electric 0 Other Al IN Central Air: , (Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ,111'No Detached garage: ❑ existing %new sizek Pool: ❑ existing )new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) £ ' W//Q -07c° CO i Name 4AK) V c(ht hi/A V Telephone Number kcog'`7ZO " 6Es-co Address OD Ri ff/Iy R44(4. Ai I,bud-Z License# Cs" O 996 6 I /44 -rtigc rnitir, tO, d z67 o Home Improvement Contractor# /2J c29 Email/G'IC0 tiZ{ i'l1 Alf//(d(. & NI Worker's Compensation # (A.)t. i-3)$ 310/0/-6 iJ ALL CONSTRUCTION DEBRIS RESU TING FROM THIS PROJECT WILL BE TAKEN TO i 4i21/ 1125 fi+ -& /Pi u,Si - SIGNATURE e # //tL'L/t/(4/\... DATE 6-,) -(9-b17 FOR OFFICIAL USE ONLY .1,..f' APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS ' VILLAGE t OWNER DATE OF INSPECTION: FOUNDATION AS- 6 Ritick- OWN_ Q%3/FRAE6 7R/1ige-- bd 07a4(9Jam' INSULATION FIREPLACE . ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. _. ._ rrrrrrwr. 177: Town of Barnstable imams- teCe 1. Building Department- 200 Main Street :d „fir _�.tyir �$A i639' �0mq d Hyannis, MA 02601 \�� lfD M$ Tel (508) 862-4038 Certificate Of Occupancy Permit Number: B-17-1852 CO Issue Date: 9/19/2019 Parcel ID: 301-003 Zoning Classification: RF-1 Location: 169 SALTEN POINT ROAD, BARNSTABLE Proposed Use: Single family home Name of Tenant: Sprinklers Provided: None Gen Contractor: JOHN J DELANEY Permit Type: Residential - Single Family Type of Construction: VB: Any building material permitted by code Design Occupant Load: 0 Comments: 2 2 q Building Official Date: A Certificate of Occupancy is Required Prior to Occupying Space Building Code: 780 CMR 8th Edition di Town of Barnstable Building . ''., ,!' '"71.' - . bs"t Th, GardtSi;:01„ tit, V,s,ble F."r. m he Street A':< '.Dyed(Plans iv st4be Retametl on: obtar d4this Car M _ t •e Ke tt r Permi t e aCer , ,cit f,OccuP c s;,Re9 ,red chBputli l =shalhNot be Occu led until*f,naatns onh fieenma • . Permit No. B-17-1852 Applicant Name: JOHN J. DELANEY Approvals - Date Issued: 06/20/2017 Current Use: Structure Permit Type: Building-New Construction-Rebuild After Expiration Date: 12/20/2017 Foundation7iPc Teardown Map/Lot: 301-003 Zoning District: RF-1 Sheathing (mio,Vp04fl,(-_ Location: 169 SALTEN POINT ROAD,BARNSTABLE �` 4 "` ContractortName: JOHN J DELANEY Framing: y aNmcr Owner on Record: CONNOLLY,BRIAN D&NICOLE , - ,, :4' v #,Contractor license C5-009961 2 • Address: 102 FAIR OAKS PARK 4 -:--' � ' �' ,Fst Proj ctCost. $ 1,900,000.00 Chimney: NEEDHAM,MA 02492-3104 � e 4 ,Permit fee: $9,815.00 Description: construct a new 6 bedroom house ; - Insulation:C)ZA 8/8 /1(4' ffee Pao $9.815.00 r it final:®k f� p Project Review Req: construct a new 6 bedroom house :,tt:',,, : ',,,' ' „47, Date 6/20/2017 (3 Q'J I9 Plumbing/Gas y !•:' I "'';'`. , ,:, s^ i /f •.mil�K -- ' Rough Plumbing: _._.. . _.,. W. 7 �) puiIding` Official • , 'y Final Plumbing: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within si ;ant of ',issuance.. Rough Gas: All work authorized by this permit shaH conform to the approved application nd the¢approved construction documents for which this permit has beengranted. All construction,alterations and changes of use of any building and structures ihlil lie in compliance with the local zot g by laws and codes. Final Gas: st This permit shall be displayed in a location clearly visible from access eetor road and shall be maintained open for pub sp ltc inection for the entire duration of the work until the completion of the same. , • i f -, Electrical The Certificate of Occupancy will not be issued until all applicable signatures by the Bi%Iding,artd fire O;ffictals ere provid�on this permit. Service: Minimum of Five Call Inspections Required for All Construction Work , 1 r• l T 1.Foundation or Footing • �� N. Rough: 2.Sheathing Inspection .--=:-. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) , Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy - Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Work shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT [� Town of Barnstable Building i`)fp�TA� � a , zx �" :, - :4�ir ``rz ram,., ��'.,., Flvi-- ost.;his. rd`So;7h'' rt rsr'7NW exFromc he Streeter- .roved:Plan.s Must a Rtamd,on Job and this Gard'Must be Kept ,,,. .Ass. Ai g -.-\ ,6 dUntilFia) nspec ibn Has"B.een Made s, ;! . . .3s.A. F&c x. � .� .r a s ,.< yam�` r aCe ttwii, cate,of at cu erne 5is Re erred suchxBu ldm a<shall:zNot3be 0ecu red until Fna1`,Ins ection,has been made Permit Permit No. B-17-1850 Applicant Name: JOHN J. DELANEY Approvals Date Issued: 06/15/2017 Current Use: Structure Permit Type: Building-Demolition Expiration Date: 12/15/2017 Foundation: Location: 169 SALTEN POINT ROAD, BARNSTABLE Map/Lot: 301-003 Zoning District: RF-1 Sheathing: Owner on Record: CONNOLLY,BRIAN D&NICOLE �� ,�2 ContractorcName: JOHN J DELANEY Framing: 1 Address: 102 FAIR OAKS PARK ��> Contractor License CS-009961 2 NEEDHAM, MA 02492-3104 �t a Est Project Cost: $22,000.00 Chimney: Description: demo existing single family home ''Permit Fee: $125.00 y r\y.�: Insulation: Project Review Req: demo existing single family home �y fee Paid;: $125.00 .2,---,,, .„:,.,,, , , , ,,.,;5...':4„ Final: Date 6/15/2017 , z � '7 -;' Plumbing/Gas ,, ' Rough Plumbing: -t � Building. Official Final Plumbing:-riv This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within smonths a erssuance. Rough Gas: All work authorized by this permit shall conform to the approved application and the approved construction documents orwhich this permit has been granted. All construction,alterations and changes of use of any building and structuresfshall be in compliance with the local zoning by laws and codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. � � 5 Electrical The Certificate of Occupancy will not be issued until all applicable signatures.by theeBuilding andaFirre Officials are provided on thispermit. Service: Minimum of Five Call Inspections Required for All Construction Work: `� rw' � 1.Foundation or Footing s Rough: 2.Sheathing Inspection .v .. _ ,,s. 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Final: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.Final Inspection before Occupancy Low Voltage Final: 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 o Building plans are to be available on site . Final: � All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT % Mckechnie, Robert From: Andy Hinterman <ahinterman@LDA-ARCHITECTS.COM> Sent: Friday,June 16, 2017 10:44 AM To: Mckechnie, Robert Cc: Gilman Martiny;J.J. Delaney Inc. Subject: 169 Salten Point Road Robert — I'm writing to clarify the elevations of the proposed structure at 169 Salten Point Road. Based on the NAVD88 our Top Of Ground Floor Subfloor 0'-0" equals 15.58'. The average grade plane as calculated by our engineer is 10.3', which equals 5'-3 3/8" below our subfloor. The top plate height is 18'-0 5/16" above subfloor,which is 23'-3 11/16" above the average grade plane. I hope this helps, please let me know if you have any other questions.Thanks.Andy T Andrew Hinterman,AIA Associate 617 300-0009 • LDa Architecture& Interiors, LLP LDa-Architects.com I Blog I Twitter ( Houzz I Facebook I Instagram I Pinterest 222 Third Street, Suite 3212, Cambridge, MA 02142 1617 621-1455 919 Main Street, Osterville, MA 02655 1508 348-5272 CONFIDENTIALITY NOTE:This e-mail and any files transmitted with it contain privileged and confidential information and are intended solely for the use of the individual or entity to which they are addressed.If you are not the intended recipient or the person responsible for delivering the e-mail to the intended recipient, you are hereby notified that any dissemination or copying of this e-mail or any of its attachment(s)is strictly prohibited. • f:;' Project Name: (oqa00 ,4ii - (( k Address.. vl � Permit#: Permit Date: [PI 11 M/P: go- o03 LARGE ROLLED PLANS ARE IN: BOX: 13'd SLOT: C)N Date entered in MAPS on: 4/a�I l 1 program • Wtoiln By: f <. infrared Diagnostic LLC LDA Architects 222 Third St. Cambridge MA May 15th, 2017 2015 IECC Prescriptive Inspection and Testing of new construction home and guest house at 169 Salten Point Road Barnstable MA Infrared Diagnostic LLC have been contracted to perform 2015 IECC Prescriptive energy code HERS Rater required inspection and testing of the above new construction.The testing will include insulation and air sealing inspection, HVAC duct leak testing of any new install duct system not 100%inside the thermal envelope and blower-door air infiltration testing. The following list the building envelope specifications to be implemented in the construction of 169 Salten Point Road Barnstable MA1 Deerfield Street Billerica MA. Crawlspace: 1. New slab in crawlspace will not be insulated. 2. All band joists and rim joists will be insulated with minimum of 3 inches of closed cell spray foam insulation. Rim joist insulation will be thermally connected to the close cell spray foam insulation installed on the foundation. 3. Framed floors above crawlspace will be insulated with full depth closed cell spray foam insulation, minimum R-30. 4. All insulation and air sealing will be installed to RESNET Grade 1 criteria. Above Grade Floors: 5. Exterior walls 1st, and 2nd floor- Insulated with full cavity insulation closed cell spay foam insulation R-35. 6. Closed cell spray foam insulation will be installed behind and around all electrical boxes in exterior walls. 7. All doors and windows frames will be insulated and air sealed with low expansion foam insulation around frame. Minimum 3 inches. 8. All band joists will be insulated with minimum of 3 inches of closed cell spray foam. insulation. Infrared Diagnostic LW, 9 Elaine Rd.Sudbury, MA 01776 www.infrareddiagnostic.com 978-440-9900 f . 9. All gaps and seams at stacked and sandwiched studs, headers and framing plates will be caulked and sealed with 100%silicone caulking. Caulking will be spread out flat to fully seal and adhere.All bottom wall framing plates will be sealed to the subfloor. 10. All window and door headers will be insulated with minimum R-6 insulation 11. All framing corners will be insulated with minimum R-20 insulation 12. All T wall connections on exterior walls will be insulated with minimum R-20 insulation.. 13. Exterior new construction walls behind tubs and fireplaces inserts will be installed with R-35 closed cell spray foam insulation prior to install of tubs and fireplaces. 14. All insulation and air sealing will be installed to RESNET Grade 1 criteria. 15. Mid-point blower door air infiltration testing will be performed by Infrared Diagnostic LLC prior to installing blue boards to confirm 3.0 Air changes or less. Attic: 16. Attic insulation will be a "hot roof" with R-49 closed cell spray foam insulation applied directly to the underside of the roof sheathing. Where possible the insulation will also cover the roof rafters to thermally connect the cavity insulation and prevent thermal bridging from the roof framing. 17. All insulation and air sealing will be installed to RESNET Grade 1 criteria. Windows: 18. Windows and fenestration will have a U-Factor of 0.32 or lower. Mechanical piping: 19. All installed mechanical system pipes capable of carrying fluids above 105F°or below 55F°will be insulated with R-3 insulation minimum. HVAC Systems: 20. All HVAC systems must be designed according to ACCA Manual J load calculation as required by 2015 IECC.. 21. All HVAC duct systems installed outside the thermal envelope will be insulated with R-8 in the attic and R-6 any ware else. All HVAC ducts and equipment will be sealed with duct mastic and have leakage of 4%or less per 100 square foot of living space. Infrared Diagnostic LLC will perform the final duct leak testing. 22. Mechanical ventilation, bathroom ventilation used as whole house ventilation, will meet 2015 IECC requirements for efficacy as listed in table R403.5.1 of the 2015 IECC code 23. All mechanical whole house ventilation will be installed with ECM motors to meet the 2015 IECC code requirements of 2.8 watt/cfm. infrared Diagnostic LLC, 9 Elaine Rd.Sudbury, MA 01776 www.infrareddiagnostic.com 978-440-9900 -' • 1 24. Range hood over 400 CFM will be provided with makeup air as required by mechanical code. Range hood make up air will be a stand-alone system and not connected to the HVAC duct system. 25. All new construction wood burning fireplaces will be fitted with gasket doors and combustion air intake. Electrical: 26. A minimum of 75%of all new installed fixed light fixtures will be installed with CFL or LED bulbs. All structural, safety and code specifications required by the local and state building department must be adhered to as a minimum standard. Thank you, Flemming Lund Infrared Diagnostic LLC Certified Level 3 Thermographer Certified HERS Rater#0276119 46. Infrared Diagnostic LLC, 9 Elaine Rd.Sudbury, MA 01776 www.infrareddiagnostic.com 978-440-9900 "r. t (3 e 1 6 10 5 U.S. DEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:.November 30,2018 National Flood Insurance Program ELEVATION C.ERTIFICTAE F ' '`� ' Important: Follow the instructions on pages,l 9 rV Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance.agent/company,and(3)building owner: SECTION A-PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name ,Policy Number. BRIAN&NICOLE CONNOLLY A2. Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or.P.O.Route and Company NAIC Number: Box No. 169 SALTEN POINT ROAD City State ZIP Code BARNSTABLE Massachusetts 02630 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description;etc.) LOTS 8.&9 BARNSTABLE PLAN REGISTRY BOOK 90,PG.79;BARNSTABLE DEED REGISTRY BOOK 29201,PG.241 A4. Building Use.(e.g.,Residential,.Non-Residential,Addition,Accessory,etc.) RESIDENTIAL A5. Latitude/Longitude: Lat. N 41.70881 Long.W 70.30498 Horizontal Datum: 0 NAD 1927 x❑.NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 8 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 2350.00 sq ft b) Number of permanent flood openings in the crawlspace or enciosure(s)within 1:0 foot above adjacent grade. 13 c) Total net area of flood openings in A8.b 2600.00 sq in SEE ATTACHED SMART VENT CERTIFICATION d) Engineered flood openings? ❑x Yes 0 No A9.For a building with an attached garage: ' a) Square footage of attached garage 350.00 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above:adjacent grade 2 c) Total net area of flood openings in A9.b 400 sgjin SEE ATTACHED SMART VENT CERTIFICATION d) Engineered flood openings? 0 Yes ❑ No SECTION B-FLOOD INSURANCE RATE MAP(FIRM)INFORMATION B1.NFIP Community Name&Community Number B2.County Name .B3..State BARNSTABLE 250001 BARNSTABLE Massachusetts B4.Map/Panel B5.Suffix B6. FIRM Index B7. FIRM Panel B8. Flood 139. Base Flood Elevation(s) Number Date Effective/ Zone(s) (Zone AO,use Base Flood Depth) Revised Date 0558 J 07-16-2014 AE 14. B10. Indicate the source of the Base Flood Elevation(BFE)data or base flood depth entered in Item B9: ❑.FIS Profile ❑x FIRM ❑Community Determined 0 Other/Source: B11. Indicate elevation datum used for BFE in Item 89: ❑ NGVD 1929 ❑x .NAVD 1988 0 Other/Source: B12. Is the building located in a Coastal Barrier.Resources System(CBRS)area or Otherwise Protected Area(OPA)?.0 Yes ❑x No: Designation Date: 0 CBRS ❑ OPA FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 1 T ELEVATION CERTIFICATE OMB No.1660-0008Expiration Dater November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(induding Apt,Unit,Suite;.and/or Bldg.No.)or P.O.Route and Box No. Policy Number 169 SALTEN POINT ROAD City State ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630 SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑Construction Drawings' ❑Building Under Construction` ❑X Finished Construction `A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones A1—A30,AE,AH,A(with BFE),VE,V1—V30,V(with BFE),AR;AR/A,AR/AE;AR/A1-A30,AR/AH,AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7.In Puerto Rico only,enter meters. Benchmark Utilized: "KEYNET TRIMBLE NETWORK Vertical Datum:NAVD88 Indicate elevation datum used for the elevations in items a)through h)below. ❑ NGVD 1929 X❑ NAVD 1988 .❑Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor(induding basement,crawispace,or endosure floor) 10.8 E feet ❑ meters b) Top of the next higher floor 15.1 X❑ feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) ❑ feet ❑meters d) Attached garage(top of slab) 13.4 ❑x .feet ❑ meters • e) Lowest elevation of machineryy or equipment servicing the building 14.2 x❑ feet meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished)grade next to building(LAG) 10.4 ❑x feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 13.2 X❑ feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,induding 2.3 ❑x feet ❑ meters structural support SECTION D-SURVEYOR,ENGINEER,OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor,engineer,or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code,Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? ❑x Yes ❑No ❑Check here if attachments. Certifier's Name License Number , ROBERT M.PERRY 35880 CIVIL MA 4:itOF4, Title apt ROBERT• \ PRESIDENT ( M. PERKY Company Name PERRY CAPE COD ENGINEERING,INC `,mo No.358800 �C Address \FS QiSTEa i P.O.BOX 1517 NaL E% r City State. ZIP Code EAST DENNIS Massachusetts 02641 Signature /#44/ Date Telephone Extp l? (508)385-1445 Copy all pages atiocate a chments for(1)community:official,(2)insurance agent/company,and(3)building owner. Comments(induding type of equipment and location,per C2(e),if applicable) Building has 3 vented crawl spaces w/varying slab elev.(10.8; 11.1 ; 12.0); Lowest slab was listed in C2.a;C2.b"top of next higher floor"is given as the endosed porch floor(15.0)w/house fin.floor elev.= 15.7; ;A small,narrow,concrete•formed utility line"chase" endosure below BFE is un-vented(w/slab elev.= 10.9).Attached garage slab is 0.7 ft.below BFE,less than the 1.0 ft.maximum distance a vent bottom must be from the higher of the slab or grade; In Section A8.c.net area is:given as the applicable certification vent area assignment for the"Smartvent"model 1540-520, Certification is attached indicating compliance with ASCE 24 Section 2.6.2.2 All equipment is typical,HVAC on Deck above el.= 15;Back-up generator not adjacent to building,generator listed lowest elev.= 14.2 in C2.e. Vent count is appropriate for the 3 crawl space endosures. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 2 t OMB No.1660-0008 ELEVATION CERTIFICATE . Expiration Date: November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 169 SALTEN POINT ROAD City State ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630 SECTION E BUILDING ELEVATION INFORMATION(SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A(WITHOUT BFE) For Zones AO and A(without BFE),complete Items El-E5.If the Certificate is intended to support a LOMA or LOMR=F request, complete Sections A,B,and C.For Items El-E4,use natural grade,if available.Check the measurement used.In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade(HAG)and the lowest adjacent grade(LAG). a) Top of bottom floor(including basement, crawlspace,or enclosure)is ❑feet ❑meters 0 above or 0 below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is 0 feet ❑meters 0 above or 0 below the_LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or.9(see pages 1-2 of Instructions), the next higher floor(elevation C2.b in the diagrams)of the building is 0 feet ❑.meters. ❑above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet 0 meters 0 above or ❑below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is .❑feet. .❑meters ❑above or ❑below the HAG. E5. Zone AO only:If no flood depth number is available,is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes 0 No. ❑ Unknown. The local official must certify this information in Section G. SECTION F-PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owner's authorized representative who completes Sections A,B,and E for.Zone A(without a FEMA-issued or community-issued BFE)or Zone AO must sign here.The statements in Sections A;B,and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ['Check here if attachments. FEMA Form 086-0-33(7115) Replaces all previous editions. Form Page 3 T � OMB No. 1660-0008. ELEVATION CERTIFICATE Expiration Date:November30,.2018 • IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg.No.)or P.O.Route and Box No. Policy Number: 169 SALTEN POINT ROAD City State ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630. SECTION G-COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized bylaw or ordinance to administer the community's floodplain management ordinance can complete Sections A,B,C(or E),and G of this Elevation Certificate.Complete the applicable item(s)and sign below.Check the measurement used in Items G8-G10.In Puerto Rico only,enter meters. G1: ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer,or architect who is authorized by law to certify elevation information.(Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed.Section E for a building located in Zone A(without a FEMA-issued or community-issued BFE) or Zone.AO. G3. ❑ The following information(Items G4-G10)is provided for community floodplain management purposes:. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: 0 New Construction❑ Substantial Improvement G8. Elevation of as-built lowest floor(including basement) of the building: 0 feet ❑ meters Datum • G9. BFE or(in Zone AO)depth of flooding at the building site: 0 feet ❑ meters Datum G10. Community's design flood elevation: ❑feet 0 meters Datum Local Official's Name Title Community Name Telephone Signature Date Comments(induding type of equipment and location,per C2(e),if applicable) [✓]Check here if attachments. FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 4 t S BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6, Expiration Date: November 30,2018 • IMPORTANT: In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE pitrot Building Street Address(including Apt.,Unit,Suite,and/or Bldg.No.)or.P.O. Route and Box No. Policy.Number:. 169 SALTEN POINT ROAD City State ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630 If using the Elevation Certificate to obtain NFIP flood insurance, affix at least. 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken;"Front View"and"Rear View";and,if required,"Right Side View"and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8.If submitting more photographs than will fit on this page,use the Continuation Page. A l• y ' lit, 'i I - .gym 9 - y f ., �. d � s " ' �� t t44$4,.a.t:1;. 4.v,"(444.....4.)ii-:atIA4iut,k.ro,:,),- , Photo One Photo One Caption FRONT AND NORTH SIDE VIEW-MAY 20,2019 Clear Photo One M • �. .»sue', r 1 ' ri-I.-:1--t Photo.Two Photo Two Caption REAR AND SOUTH SIDE VIEW-MAY 20,2019 Clear Photo Two FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 5 ' r S • BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit, Suite,and/or Bldg. No.)or P.O.Route and Box No. .Policy Number:. 169 SALTEN POINT ROAD City State ZIP Code Company NAIL Number BARNSTABLE Massachusetts 02630 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. A ‘. ... t ,_ ,, C:11 IV' { 1 : - w ;-.1V mow.My f.d° *.,vi ' 'h * ` }+-tom jq, e.'y - 1 • >) ,„ e F e t `".. " ce„.., " ., � %.,..1_ : -✓ x 2 a Photo Three Photo Three Caption FLOOD VENTS ON FOUNDATION WALL(.TYPICAL)-EXTERIOR VIEW,BENEATH DECK Clear Photo Three r . Mi t sir ,X�, - '} ► 'j r c . • I, y. Photo Four Photo Four Caption ELEVATED STANDBY GENERATOR AND ELECTRIC METER FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 7 f % BUILDING PHOTOGRAPHS OMB No. 1660-0008. ELEVATION CERTIFICATE Continuation Page Expiration Date:November 30,2018 IMPORTANT:In these spaces,copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address(including Apt.,Unit,Suite,and/or.Bldg.No.)or P.O.Route and Box No. Policy Number: 169 SALTEN POINT ROAD City State .ZIP Code Company NAIC Number BARNSTABLE Massachusetts 02630 If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all.photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right.Side View" and "Left Side:View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents,as indicated in Section A8. • IILI • �C I , i i. i t t — 1: , , '`,--:••,•,9167.44,4,4,teit ,'.,,- 'ocr si„. I ay Photo S Caption-SMARTVENTS IN GARAGE DOORS SEPTEMBER 2019 FEMA Form 086-0-33(7/15) Replaces all previous editions. Form Page 7. f • I"ES EVALUATION SERVICE Most Widely Accepted and Trusted • ICC-ES Evaluation Report ESR-2074 Reissued February 2017 This report is subject to renewal February.2019. www.icc-es.orq I (800)423-6587 I (562)699.0543 A Subsidiary.of the International Code:Council® DIVISION:08 00 00—OPENINGS The water level stabilizes, equalizing the. lateral forces. Section:08 95 43—Vents/Foundation Flood Vents Each.unit is fabricated from stainless steel. Smart Vent® Automatic. Foundation Flood Vents are available in REPORT HOLDER: various.models and sizes as described in Table 1. The SmartVENT®Stacking Model#1540-511 and FloodVENT® SMARTVENT PRODUCTS,INC. Stacking Model #1540=521 units each contain two • 430 ANDBRO DRIVE,UNIT 1 vertically.arranged'openings.per unit. PITMAN, NEW JERSEY 08071 (877)441-8368 3.2. Engineered Opening: www.smartvent.com The FVs•comply with the design principle noted in Section infoOsmartvent.com 2.7:2.2 and Section 2.7.3 of ASCE/SEI 24-14' [Section .2.6.2.2 of ASCE/SEI 24-05 (2012,.2009, 2006 IBC.and EVALUATION SUBJECT: IRC)] fora maximum rate.of rise.and fall of 5.0 feet per hour(0.423 mm/s)..In.order to comply with the engineered SMART VENT®AUTOMATIC FOUNDATION FLOOD VENTS: opening requirement of•ASCE/SEI 24, Smart Vent FVs MODELS #1540-520; #1540-521; #1540-510; #1540-511; •must be installed in accordance with Section 4.0. #1540-570;#1540-574;#1540-524;#1540-514 3.3 Ventilation: 1.0 EVALUATION SCOPE The SmartVENT® Model .#1540-510 and. SmartVENT® Compliance with the following codes: Overhead Door Model#1540-514 both have screen covers with /4-inch-by- /4-inch (6.35 by 6.35 mm) openings, ■ 2015, 2012, 2009 and 2006 International 'Building yielding 51 square inches (32 903 mm)•of net.free area to Code®(IBC) supply- natural •ventilation. The• •SmartVENT® Stacking • 2015, 2012, 2009 and 2006 International Residential Model #1540-511 consists of.two Model#1540-510 units Code®(IRC) in •one assembly, and provides 102 square inches II 2013 Abu Dhabi International Building de ADIBC 1 (65 806 mm )of net-free area to•supply natural ventilation. 9 Co ( ) Other FVs recognized in• this report do not offer:natural tThe ADIBC is based on the 2009 IBC.2009 IBC code sections referenced ventilation. in this report are the same sections inane ADIBC. •4.0 DESIGN AND INSTALLATION Properties evaluated: SmartVENT® and .FloodVENT® are designed to be• • Physical operation installed into walls.or overhead doors.of.existing or new • Water flow construction from the •exterior side. Installation of the vents :must be •in accordance :with the :manufacturer's 2.0 USES instructions, the. .applicable code and this report. The Smart Vent® units are engineered mechanically Installation clips allow mounting in'masonry and concrete operated flood vents (FVs) employed to equalize walls. of .any. thickness. In order• to comply with the hydrostatic pressure on walls-of enclosures subject to engineered. opening :design.principle noted. .in 'Section rising or falling flood waters. Certain models also allow 2.7.2.2 and•2.7.3 of ASCE/SEI 24-14 [Section 2.6.2.2 of natural ventilation. ASCE/SEI 24-05•.(2012,•2009, 2006 IBC and IRC)], the Smart:Vent®FVs must be installed:as follows: 3.0 DESCRIPTION • With a minimum of two openings.on.different.sides of. 3.1 General: each enclosed area. When subjected to rising water, the Smart Vent® FVs II With. a minimum. of one FV for every,200 square internal floats are activated,then pivot open to allow flow in 2 either•direction to equalize water level and hydrostatic feet.SmartVENT® t EN• m )..*Stacking inglosed area, except that the pressure from one.side of the foundation to the other.The FloodvENT® Stackingn Model #1521 must11 and FV pivoting door is normally held in the closed position by FloodVENT®with Model: .#1540-521 bey • a buoyant release.device. When subjected to rising water,• installed e . 37a minimum of one FV for every the buoyant release device causes the unit'to unlatch, •400 square feet(37:2 m ).of enclosed area. allowing the door to rotate out of the way and allow flow.. ■ Below the base flood.elevation. ICCdi S Evaluation Reports ore not to he construed as representing aesthetics or any other attributes not speciiicallyaddressed,nor are they to he construed as an endorsement of the subject of the report or a recommendation for its use.There is no warranty-by!CC Evaluation Service.I.LC,express or implied,as to anyJinding or other matter in this report••or as to any product covered by the report. ca"im�' . Copyright®2017 ICC Evaluation Service,LLC. All rights reserved. - Page 1 of 3 • ESR-2074 I Most Widely Accepted and Trusted Page 2 of 3 • With the bottom of the FV Ideated a. maximum of are permitted for use in conjunction with breakaway 12 inches (305.4 mm) above the higher of the final walls in other areas. grade or floor and finished exterior grade immediately 6.0 EVIDENCE SUBMITTED under each opening. 5.0 CONDITIONS OF USE Data in accordance with the ICC-ES.Acceptance Criteria for Mechanically Operated Flood Vents (AC364), dated The Smart Vent®FVs described in this report comply with, August 2015. or are suitable alternatives to what is specified in, those 7.0 IDENTIFICATION codes listed in Section 1.0 of this report, subject to the following conditions: The Smart.VENT®,models recognized in this report.must 5.1 The Smart Vent®FVs must be installed in accordance be.identified by a label bearing the manufacturer's name (Smartvent Products, Inc.), the model number, .and the with this report, the applicable code and the manufacturer's installation instructons. In the event of evaluation report number(ESR-2074). a conflict,the instructions in this report govern. 5.2 The Smart Vent®FVs must not be used in the place of"breakaway walls".in coastal high hazard areas,but TABLE 1—MODEL SIZES MODEL NAME MODEL NUMBER MODEL SIZE(in.) COVERAGE(sq.ft) FloodVENT® 1540-520 153/4"X 73/4' 200 SmartVENT® 1540-510 153/4"X 73/4" 200 FloodVENT®Overhead Door 1540-524 153/4"X 73/4 200 SmartVENT®Overhead Door 1540-514 153/4"X 73/4 200 Wood Wall FloodVENT® 1540-570 14"X 83/4" 200 Wood Wall Flood VENT®Overhead Door 1540-574 14"X 83/4 200 SmartVENT®Stacker 1540-511 16".X 16" 400 FloodVent®Stacker 1540.521 16"X 16" 400 For SI: 1 inch=25.4 mm; 1 square foot=m2 ESR-2074 I Most Widely.Accepted and Trusted Page 3 of 3 7 J,„ N`s-a .. i„■r." \r.,. Via': S ,. __\ - \.. ox�zls��x�nv.•,.I\ ■Rli,a\i', .. _-.--■e- •...'. ❑a \1.- -' _— t4:40.41,k g. ." FIGURE 1—SMART VENT:MODEL 1540-510 ^'4 .' .,,',... "era `k " y® ' Co. `«. ,-tie, _,+� a f7 ,, a ki',f.,, .� rv: b -« Rik a+ ' aj 1, (P"; e. _ a .,. FIGURE 2—SMART VENT MODEL 1540-520 lif.,11—';401 • " ". ' - A , si L ___ . ,.. FIGURE 3—SMART VENT: SHOWN WITH FLOOD DOOR PIVOTED OPEN ESICC EVALUATION SERVICE E Most Widely Accepted and Trusted ICC-ES Evaluation Report ESR-20.74 CBC and CRC Supplement •Issued January 2017 This report is subject to renewal February 2019: www.icc-es.orq I (800)423-6587- I (562)699-0543 A Subsidiary of the International Code Council® IMMO DIVISION:08 00 00—OPENINGS Section:08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS,INC. 430 ANDBRO DRIVE,UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com i nfoCaitsma rtvent.com EVALUATION SUBJECT: SMART VENT®AUTOMATIC FOUNDATION FLOOD VENTS:MODELS#1540520;#1540-521;#1540-510;.#1540-511.;#1540-570; #1540574;#1540.524;#1540514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report.supplement:is to indicate .that Smart Vent®:Automatic Foundation Flood Vents, recognized in ICC-ES master evaluation report.ESR-2074; have.also been evaluated for compliance with codes noted below. Applicable code edition: ■ 2016 California Building Code(CBC) • ■ 2016 California Residential Code(CRC) 2.0 CONCLUSIONS 2.1 CBC: The Smart Vent®Automatic Foundation Flood Vents;described in Sections.2.0 through 7.0 of the master evaluation.report ESR-2074, comply with 2016 CBC Chapter 12; provided the design and installation are.in•accordance with-the 2015 International Building Code®(IBC) provisions.noted in the-masterreport-and the additional requirements of.CBC Chapters • 12, 16.and 16A,as applicable. The products recognized in this supplement have not been evaluated under.CBC Chapter 7A for.use:in the exterior.design and construction of new buildings located in any. Fire Hazard Severity Zone within State Responsibility.Areas or any Wildland-Urban Interface Fire Area. 2.2 CRC: The Smart Vent®Automatic Foundation Flood Vents,described in Sections.2.0 through 7;0 of.the master evaluation report ESR2074, comp with the 2016 CRC,.provided.-the design and installation_are in accordance with the 2015 International Residential Code (IRC)provisions noted in the master report. The products recognized in this supplement have.not been evaluated under 2016•CRC Chapter R337, for use in the exterior design and construction of new buildings.located many Fire:Hazard,Severity Zone within State.Responsibility Areas or any Wildland-Urban Interface Fire Area. The products recognized in this supplement have not been evaluated for compliance with the International Wildland=Urban Interface Code®. This supplement expires concurrently with the master report,reissued February 2017. ICC-ES Evaluation Reports ore not to be construed as representing aesthetics or any other attributes not specifically addressed nor arc they In be construed as an endorsement of the subject of the report or a recommendation Jilr ilc use.There is no warranty he ICC Evaluation Service,LLC,express or implied:as �. to any finding or other natter in this report,or as to any product covered by the report. . . Copyright O 2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 1 a• f.' ICC • EVALUATION SERYICE Most Widely Accepted and Trusted ICC=ES Evaluation Report • ES.R-2074 FBC Supplement Reissued February 2017 This report is subject to renewal February 2019.. www.icc-es.org I (800)423-6587 I (562)699-0543 A Subsidiary of the International Code Council' DIVISION:08 00 00—OPENINGS Section:08 95 43—Vents/Foundation Flood Vents REPORT HOLDER: SMARTVENT PRODUCTS,INC. 430 ANDBRO DRIVE,'UNIT 1 PITMAN, NEW JERSEY 08071 (877)441-8368 www.smartvent.com i nfoAs m a rtve nt.com EVALUATION SUBJECT: SMART VENT®AUTOMATIC FOUNDATION FLOOD VENTS:.MODELS#1540-520;#1540 521;•#1540-510;#1540-511;#1540.570; #1540-574;#1540-524;#1540514 1.0 REPORT PURPOSE AND SCOPE Purpose: The purpose of this evaluation report supplement is to indicate that Smart Vent®Automatic Foundation Flood Vents, recognized in ICC-ES master report ESR-2074,have also been evaluated for.compliance with the codes.noted below. Applicable code editions: ■ 2014 Florida Building Code—Building(FBC) ■ 2014 Florida Building Code—Residential(FRC) 2.0 CONCLUSIONS The Smart Vent®Automatic Foundation Flood Vents, described in•Sections 2.0 through 7.0 of the master evaluation report ESR-2074, comply with the FBC and the FRC, provided the.design and installation.are in accordance with the..Intemational Building Code®provisions noted in the master report. Use of the Smart Vent®Automatic Foundation Flood Vents.has also been found to be in compliance with the High-Velocity Hurricane Zone provisions of the FBC and the FRC. For products falling under Florida Rule 9N-3,verification that the.report holder's quality assurance program is audited by a quality assurance entity approved by the Florida Building Commission:for the type of inspections being conducted is the responsibility of an approved validation.entity.(or the code official when the report holder does not.possess an approval by the Commission). This supplement expires.concurrently with the master report;reissued.February 2017. Evaluation Reports are not to be construed as representing aesthetics or any other attributes nth specifically addressed;nor are they to be construed lICC as an endorsement of the subject of the report or a recommendation for its use.Mere is-no warranty by IC.:Evaluation Service.LLC..express or implied-as - 1 to any finding or other mutter in this report,or as to any product covered by the report LT.% • Copyright 2017 ICC Evaluation Service,LLC. All rights reserved. Page 1 of 1 •. "57.! •r, 4;"?. )- .14 Ft, Bk: .29201. P9 24.1 4=5OO19 1.0-14-2015 a 12:51 F• OUITCLAIM DEED • We, Conrad'Watson and Serena Watson, husband and wife both of 169 Salten Point Road, Barnstable,Massachusetts 02630 For consideration paid and in full consideration of TWO MILLION and 00/100($2,000,000.00) DOLLARS Grant to Brian D. Connolly and Nicole Connolly, husband and wife as tenants by the entirety „. both of 102 Fair Oaks Park,Needham,Massachusetts as With quitclaim covenants, Two adjoining parcels of land with the buildings thereon situated in Barnstable,in the County of a • Barnstable and Commonwealth of Massachusetts,the two together being bounded and described as follows: • a One the North by Lot 7 as shown on plan hereinafter mentioned,about 347.92 feet; a One the East by Barnstable Harbor; One the South by Rendezvous Lane,about 296.50 feet; One the.Southwest by a curve formed by the junction of Rendezvous Land and Salton Point Road,83.91 feet;and t One the West by Salten Point Road, 155 feet; oa a Said land is shown as LOTS 8 and 9 on a plan entitled"Plan of Lane in Barnstable,:Mass. Property of Lawrence P.Kent"dated June 1949 and drawn by Beane&Kellogg,Civil Engineers,Centerville,Massachusetts,recorded with Barnstable Registry of deeds in Plan Book 90,page 79: The grantors hereby release any and all rights of homestead to the property conveyed herein and. certify that no spouse,partner;or former partner in a civil union can claim the benefit of a Homestead by court order_or otherwise in the above described property. Subject to and with the :benefit of all rights, rights of way, easements, appurtenances, reservations and restrictions of record,if any,insofar as the same are of legal force and effect. . Being the same premises conveyed to Conrad Watson and Serena Watson,by deed dated January 14,2010 and recorded in Book 24309,Page 216. 1 • 4. Bk 29201 Pg242 #50019 flASSACHUSETTS STATE EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 10-14-2015 :a 12:51Pe Ct1t! 824 •.Dacia S0019 Fee: $6,840.00. Coast $2►000.000.00 EXECUTED as a sealed instrument this. -day of October,2015. ligrAy4Y o rad Wagon na Watson BARNSTABLE COUNTY EXCISE TAX BARNSTABLE COUNTY REGISTRY OF DEEDS Date: 10-14-2015•a .12!SIPM CtIO: 824 Doc$: 50019 Fee: $5,400.00 Cons: $27000,000.00 "> YIt1 COMMONWEALTH OF MASSACHUSETTS J ,ss. . On this_2 day of October,2015,before me,the undersigned notary public,personally appeared Conrad Watsoon� Serena Watson,:proved to me through satisfactory evidence of identification, which were [ or [ ].Other whose names are signed on the preceding document; and acknowledged to me that they•signed.it voluntarily for the stated purpose. NOREEN Mr; '. dh Notary Publics Not:ry Pubfle MyCommission Ex 1 t�ssaanusetis Aires: /j} L Y/; Commission hoes Oct 22,2015 to 2 BARNSTABLE REGISTRY OF DEEDS John.F Meade, Register • �*°� Town of Barnstable ' ' `~'S Regulatory Services u g I Richard V.Scali,Director +� Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601, www.towu.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This.Section. If Using A Builder I, 3ri (C) Cc)"nc,Its] ,as Owner of the subject property hereby authorize -J hlv •,J i DL` '%>4 �� to act on my behalf; in all matters relative to work authorized by this building pernnit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections.are performed and accepted. Signature of Owner f • tore of Applicant Ono, 0- (0.-viol() //4/04/ Print Name Print Name Date Q:FORMS:OWNERPERMISSIONPOOIS 1. I I i � Y • I -1 'fC•P;+ & rf M{* - I b.11 it • g 33 BUILDING D t ec L,v;r.0iVin�A'nt:RW IIP. ...i v CE.;I!L erPT d Va.lit]h_XN1 ow,i.,4 1 i Illi . I B.A.,1:Ft.:. • I ..Uc Fk U jtiN 13 f� • �i � 1__ i 4 � �la,•, u'r,5 TOWN C�F BA N1-.A L. I. _.1: 1 1 I 1 In i _ � { I d „ -' F4 T:qU iuv TARE,'..: I,'N 111 I i I•I= , i 5ra rAAR[nn a _ SMOKE DETECT() REVIEWED I 1 t • k' - __ E6 • 1 n /J//�� I I I u -. fin'- {_. . .I. - t 4 .. .1. _. 1 : 4� { frlgt u• - /�1'�t /"� c- - 6 fro �� i ` "�."A„ f I i ."a,« : BARNSTABLE BUILDING DEPT. DA I I S _ , I. S a' 1 F •9h' 16J,4 , !;'-i1? i. 1 li;�l f r;dlt 51E5 ( {.1 :-y FLLI O:cA k.`Itr • I ! .•• - -_ IA,[�.OW i k _ FIRE DEPARTMENT • DATE t 4ti 'I l SIGNATURES A REWIRED FOR-PERMITTING I 'G" 11Ai ti '� fr' \ V 1-. 1 I Rum:,HfiiJ!l . 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' dkl 1.2it,..1...Vt No ,.., „...--.... ,-.: , 1 5, ' . is.;ssyn.•.3 15Vea 0CKIV,a311 • ,11, -•' • • ...,' .1.' / . . d.134,:13.1JS 0.111.84. 'd.",1/1300. 1.1 ' • 11 si01,,g1N44 ‘• tad Figityl4C.P.1, •,..1.11-$.•xxn.,gcmt nlaa-44 -. ' • . i i i r • . . . I- - . . .‘,1.13118,,•11111ne I i ; I I . , fi'i ----- • ----- orir.zni i CI,W5.7.11 . --- . . I I ' ; I. . .. . , . • '- ;13•MI 3.01;7. I - . . . • . . . • . . . . . A • . 1 . . • . . . . ' • . • . ' • . • • . . • '4,- SFt: en e J 14 '40' A':.,,t1 n t ti .... ; 1 s "' 169 Salters Point Road F .."..4 Barnstable, MA 02630 Fay; , e co __ - cs- r .) • 1 1 r r,o• • • • • • ------------------- • • "tx:: . 7 • 11 • ,gyp — 5 I { S . • " 1 ,�..w+fi / "N` — . r_ . tJ-1 mm-�i z �.� I • 1 • '+`-5g''`- `fit r ....., .. --- . .,.... A I - + to #iFr _ham f.� r ,. ��y b�? d.:- .. !e ;;. ‘:','''','''','`,I _ , .�..�.T:-V,- R'TJ tI d }'2"" ,7�7 ., ";.` 1- ,f 47-fi-4 A'3. ,.*,•r it J-�t�� `�.. "% s"� f T'::'-,a!�, I I _,.... L —T� -.:� :�r:t't t�'z."°.. fi¢��=� -..:_ w4.��.�,; ". ``t -� +�:?':�Sih �:� i 9j�{.� - 1 r-��e §§ t. t EE +1:V: Y'e'r-x: '9'4" .,�. .e°., _ �'` _ L�1p� _ i� ,5- - _L._ a 1".I7' if �--'..t3N...� �`•>,Kt ,'-.� s,�..y; an", ka '�°"»._�,� '�z.F. :.S1 .4'r4 `Y'—µ 1 ` I ,,,,....4„,,,,,,,,,,,. ,1 1 -.�. _ti l f. :r:_ '''' v .#,' 4`}„tg3:9 +'T'i44.!4.4: e£ f _ 1.._ l J r I.. .. b.' , I A _G t—'-` _..t. 7'.. ..... [, r �� :;y-4—i t`I-. 1 -.�... { lit Y >_ — E`-11 1 r' t,S.l.—I -'=- j .,.t.:t. T�. .,I "^_�] a - !'II --IT' LT;i _, , - I Y — "i t k._ �. 1 --- ... ....— _--,-,-,-_-Ti.'._ _, I �.•;N,. • '7 ..:: :.�j •• :m�a�.f3 '� ', t 7- - - .0 7� g ';. r:;; ° "i _. .. ?1�tC7tti1 t�Ci00 CY - l • '''' r l_ ..—_-Lim: _.1i-:,-_-,-, _'. £•;._ .. — ____" - ,i, ' :P:S' ___L.�:. ,„., llA;:.rl 7,: Renal;; ;000II77:.: 1` t tl — .:.'3 'I 3-.! _ a- -:J-tt�'�ieeBil i�aBa.6B� ;� 1- '� .-1".":'''''''''' a -- --'-� -- - � I. at al DOCUMENTS A. CT - coNSTRUCTION 1 GS ic V 5.1 .2017 REVISION 1 07.20.2017 CONSTRUCTION REVISION 2-08.15.2017-WINDOW CHANGES REVISION 3-08.25.2017-ROTUNDA CHANGES ' REVISION 4 -09.19.2017-CONFORMED SET iA ii L i. 40111111 1)°:,..-ki ARCHITECTURE&INTERIORS IJI [,1jg- ,. �' 222 third Street.Suite 3212 tel:617 621-1455 ��-YYYi Cambridge.MA 02142 fax 617 621-1477 /� ww w.L0e_A rch i tect s.cb m \ WALL KEY GENERAL FLOOR PLAN NOTES o NOW INTERIOR PARTITIONI. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM : Z LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED.DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND a K T. LOCATIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR TO INSTALLATION OF THE WORK. - ' I NEW INSULA TED INTERIOR FURRING WALL 2. AS-BUILT DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO FABRICATION OF CASEWORK,FIXTURES.FURNISHINGS AND 06 PLANTING BED BY--- �` \ �\ 1 A2D2 _ .\ / \ EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHTECT. W ' _ , NE'W EBTERIOP,WALL DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECTS ATTENTION PRIOR TO ORDERING OR FABRICATING. OTHERS,TYE., \, G J F, E 1 D I✓ I yF� c GRID RHO GRID DIMENSIONS ARE TO FACE OF FOUNDATION.EXTERIOR FACE OF FRAMING OR AS NOTED. i \,J Ada' ‘...---.../ EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 0 `. . - --.I -...- --- _--.- - - - _- I/. -. -. - - -- -- _ - - - -- --�- - — I NE'NCUNCR'ETE FOUNDATION WALL 5 INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALLBOARD FINISH,FINISH EDGE,FINISH OPENING,CENTERLINE OF ` 2a IEL' I lA L' Ii G' OPENING AND CENTERLINE OF FIXTURES GR AS NOTED. ns W ---- - -- --- -- -- - ------ - - ---- - - _ _ _ PER WINDOW AND DOOR MANUFACPJRER RECOMMENDATIONS UNLESS NOTED OR r� //� I I -`.� '\ ...,1 NEN/COrk;RETE WALL WITH STONE VENEER A THER'WISE. _ / PROVIDE ROUGH OPENINGS DETAILED �_ STONE STEPS BY I;-rIDSCAPE SEE ROOF PLAN FOR ROOF INFORMATION. () .J- - .- --_-1 _ _ _ _ f/ CONTRACTOR-NIC - - . .- - - - - 3. SEE DOOR.SCHEDULE FOR DOOP,INFORMATION. 9. TEE WINDOW SCHEDU LE JLE FOR WINDOW INFORMATION. C 10. SEE FINISH SCHEDULE FOR FINISH INFORMATION I I I -.. DN //- WOOD STEPS - __-.._...-- ... -----_- --___.. I ------ P INTED METAL — PAINTED ME TAL RAILING ® _ WITH WOOD HANRAILIORAIINGYSTEM S I .-.7 i SYSTELIWITH W00D _ __ T— - - - - _ ... .. -- - : / /I CM -� ,AwS. • \ AaJ�' A/ WOOD . 4 \ `\ DECKING BUILT IN CABINETRY • c f `_ - WOOD�� I'! 'U I '."'- -• .Iz `DECKING - - 'I: ___ PAINTED WOOD WINDOW TRIM,PIP, - SCREEN PORCH ... - - _ 11. i d \ /�/�-PAINTED N000 NNI`IDOS45PEP. \\ -_-'-' I Il' I _ __ _ ._. _ -_.// , - RIISSO V'SCHEOULc;TYP.._ _ _ -. WOOD \_ 4�. I /--� . I /, BUILT IN BENCH NS- U. DECKING - -I { _.:_ ::_ �s :� - .... .. ...- , \..� .._. ', if.RFFN nO!1P.S '1' --POOL BY OTHERS • I_ —FOLDING WALL 1 -- ---- -" _ 4- J' PINED WOOD-..\ . COLUMN.T'IP. S.-- '.1 _. _. _. I 9 ''--` 1 FAMIL'I ROOM DIf1ING>EE% \\\ { -. - w 12'.1 .. . _/ STONE COUNTERTOP \. 2-' ill IOA ' I ._ \ DECKING A203 • A2 , ... - Ti -NIiCHENI - _- ,\A�N • . . -. ._ ._ _ I _, - • e - 01 .• u. -.. _ _.- OW __ _. �_. 0>B 5 - ) O j TV) HARDWOOD _. _ ON GAS RANGE A201 FL00RING TAP. .-•PAINTED W000 I i� �� .� CABINETRY•TBD _ ___\' a p 2. 771 0 co _ y� 5 I 2_1) q /.i. ,-I p2 :. - G.i IR, ..1- ,, -VIIIP ALL 12NS ._. _.-.... _ - _.. - - _- --_- -_. ------ —._ _. — _V CC o MASTER OUTDOOR r:'- -. -. _ ... _ __. -2_. .. .. _. ____-.. _._ _ _ - _- _ _ I r 1 Q SHOWER CRAW PIPING ..'. I - -.. - .. _. .. A 101 • 5 - CL �.J - -r )[ DET, I T i / • i▪ I •.. R ! _ I _-I.� -.BUILT IN -1 ��-STAIRS BY LANDSCAPE �--. / / `f 1 -..w/ \. r�a�^..� \ - •I - ---_ I ...I` _ -_.au&rllGAI ___ .. _ _.. _ __ T-R-�/ETRY ./; CONTRACTOR-rac - W TY -- M/M �.' WIC. ' ' lJ D i - -1 I - / --PAINTED BARN DOOR _I a .- CCI r i I I e I POWDERROOI,2 { m 2�1" - - A : -� /'_ �fr/ SW:ROOM� --} • 1 �P___.:-,I - -.. Ti1 1 - ••.�\. .. _ `� SYST`A WITH METAL W00RAILING D HANDRAIL .— ON - ]'-II' _ _ BOIL-IN ® -- - ® —_ ._ -� r O•c `f I _ GARAGE STAIRS STAINED WOOD u, / 4[ i ). rllo I _._ _. -. .�4 ) / -_ .. _ /. 121 BENCH C ! / _.._.M r� I •. / ....1 / CaBINETRY 12 B' �� 1 - A3 - -- L,STOPa - S'L' I.AS TO.SLEFLUGO .IIO, 1 r- � / / __ _ - _-- -�' / / / II i 2` _ C i / I , � 1'-0 _r,Irz', 1, DY,BLc 6 D 3B- % / j / - -•✓ -_-_-- DRAIN SHOWER T O GRAVEL 1 PR BELOW DECK• _ IG3C ..`12 lStE OR R I f11 ' 33A P fF .-TILE FLOORING T/a ._' (ICE-LC�.ira /° j [ �h _ / _ _OUTCOCRSHCfER _ O 1 LL P /-\ .. .. j I - � -'..__ _ - .__ 3 l .. __ _ - ,` i Q' _ \..i• r G:VEr2GUM - - HEAD:EXTERIOR SHOtZER Z L L i 9 ASS fa, r i �_ -. \ - \ -• MUORO:hI T j_/ _ 121 .ns,.LDi lr- _1 >r ~~r• � !/• I 15.[3, - , RAGE PU•40ER - - _ .�__ LEC TPICAL$JBPANEL OOD }I t .. 2 ,I 2A. --� _ /'" I \ ` $ ✓ A I / _./! POOL EGUIPIMEIR ../� .I DECKING If // s. - B ILi IN BENCH. '\ ON (_� J �, . ..._. . -._ • .. N NN _ _ -\- -ll.-CONDENSERS FOR ISSUANCE _ ` - - • I _ SALT I :.,EI E-Rv 'WALL HU G BOILER FOP _ _ �� HOUSE CONSTRUCTIONR OPA.I�IG.i S1 I CO MAIN OUS Y.STEM 1 - YLG003"AIRS .. ._ ' _: • I /. E.IGIO,N ,6101 >JA1 _ HOT WATER STORAGE 3 TANNKS _ 310' I O7,20.201? COHSTRUC DOH - -. . 17S'N 12'' MECHANICAL CORRAL 2 02.15./01] WINDOW CHANGES • �'' 111 1 0325200' ROTUNDA 0001/CE GARAGE \' V �201I COtiFORMED SET • w - WOGG-FP,,MEe RAISED - AJO:7 iiS - '20 MECHANICAL PLATFORM � . ' A105, A3L'G S:;A0.11 A.� --' CONDENSER,FOR • \ _I 01 - GENERATOR, -----' GARAGE CONCRETE SLAB ON DATE 0513.201: OPAOR PER SCALE IIP:f-:' STRUCTURAL ORA.VIIICO \ ,5 ORA= B.nTAH / ': 25 ti' DPI . CHECKED TAH�TO PAVERS BC LANDSCAPE =' .. :. • I ,'_OrIiRA-i0R 1 \;.:� /-\ SHEET INFO A_10 _. . �.,...... J.—_=i._....,................._.........I.--_�....y_..........,..... .. 'I\1 ! \ :I?5-=LJ)P.PUr; S:']Il:G AY 10L C _00' _ .. . 4310) A)IB> Al 01 i cc WALL KEY GENERAL FLOOR PLAN NOTES 0 f NEW INTERIOR PAP,TIiION I. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO REVIEW PROPOSED DIMENSIONS AND ALIGNMENTS AND CONFIRM ; LOCATIONS AND BE SHOWN CAN BE ACHIEVED DISCREPANCIES BETWEEN PROPOSED ALIGNMENTS AND LOCATIONS MUST BE BROUGHT TO THE ATTENTION OF THE ARCHITECT PRIOR iO INSTALLATION of THE N10RN. NEW INSULATED INTERIOR FURRING WALL 2 AS-BUILT DIMENSIONS MUST BE FIELD VERIFIED PRIOR TO FAS:RICA TioN Of CAsEWORK,FIXTURES FVFNISHINGS AND 4292 EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT (n"'�"�"1 NEW EXTERIOR WALL DISCREPANCIES MUST BE BROUGHT TO THE ARCHITECT ATTENTION PRIOR TO ORDERING AR FABRICATING. • S. GRID AND GRID DIMENSIONS ARE TO FACE OF OCUNDATI0 EXTERIOR FACE OF FRAMING OR AS NOTED D _ B EXTERIOR CINIENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED . U .i NEW CONCRETE FOUNDATION WALL 5. INTERIOR DIMENSIONS THE ES FINISH FACE OF WALL BOARD FINISH,FINISH EDGE.FINISH OPENINi,CENTERLINE OF ` OPENING AND CENTERLINE OF FIXTURES OR AS NOTED. --__\ ,--, 3 PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR I I_ \ �� I,.,".�.- SEf1 CONCRETE WALL WITH STONE VENEER DETAILED OTHERWISE _ G i( F E ) 1 D , , C r SEE ROOF PLAN fOR ROOF INFORMATION U `/ -; --- `/ / `!,/ ..... -. __ _ __ _.__. _. 3. SEE DOOR SCHEDULE FOP,DOOR INFORMS-ION JA'o' 9. SEE WINDOW SCHEDULE FOR WINDOW INFORMATION Q 2,'" _-__._._ _ -....... .._. ._ _ -___-.__.__.____... -_..- I S __.SCHEDULE _ M __..._...._..__.-_.._.___. .__ .___ -__. .._._._._.to-0" iJa' 13 a' 0 PEE FINISH^CHEOULE FOR FINISH INFOPUTATION miso ® 5'A 318� 1 -.-i -._.BUILT IN BENCH I - CLOSET ROD a SHELF,re P. 8 , I _ 1 1 STONE BENCH -� � - - I MOSAIC TILE FLOORING 5-93/8 TILE FLCORING ,\\\ 118\ I i - \ \BUILT IN CABINETRYEli-..E.:- \\ ' U \ / _ - PAINTED WOOD WINDOWS PER • /: HARDWOOD � wi DOW SCHEDULE.itiP.I PLUMBING FIXTURES PER- \ \\ \ FLOORING,T(P- J PLUMBING SCHEDULE.TOP. \ •EI TED WOOD \AAIt/ •I �-� FROSTED GLASS WALL- -\ '1 GUEST-9 M/ I - WIIrSTATE rEP. - Ol_ ' \ I' F f FROSTED GLASS PANE 0.T WINDOW v '4' __: � � 1 "IL cL00RING - '4 - __._ ..� , I:, \ __ s f �� - _ MGsar nLE FLGORIrx, _...\ ' \ \:� 'TI `' \`.., 212A GUEST BAirdRCOM I — • 'I' ! ," ill I _ - -_ IL Gw R r11CHE WOOD DECK II4. _ ` -BLILi IN:.e Sri SYSTEM WITH rY0C0 \�I. � `�.� lI MASTEP.28EDRO0M 12. hI:S E�_BATFPOf`M .. , r, PERGOLA BCD PAINTED MET"T RAILING _ Wr HANDRAIL I Ill . _ _ '' 3tL0;v q z ll '1 �;A1 z_e,l ® Az3,_ - Ill I �'_,-]IEIN ✓j ail / :HARDW0O0 f 2 A N�—`—. IjJ �93 III I M S�ENV -f 4 0 I �_1' 1111_' -__•-;A FLOORING,TIP. / - _.. __ 201 -AJ09 T 11 111 II / L OM _ 1 -+- MASTEP OUTDOOR SHOWER 1 I I \ A DRESSING --- 2 2 III LI I -�/\ T \\ OTE M = -O O - -. Ill 11. I Ir /. J3 -. L' \ aAa,,.. _ ... _- - ... ..._ ..__ __..— - _._ __. - _. - - - _. '- .. _ _ _. _.__-- - - --.----- .._ _-- --- ----- _- "-- -�- CJ c0 ¢ a ssr 7. DR- �10' . 1 ..1r 1 11 `1fIII N J •. m J Q N II I''),, 1.Illl`LWA MASTER CLOSET CLOSET MASTER CLOSET-.. 'AI / I'._.. _ __ ___ __._. .-__ _ _ Q 1JI I�l I EaJ' 02 ': s a2 F,I)1 III, '�T!I I .: __ z IA oo a x __.� ROUTE OF SHOWER DRAIN - \t - / +...,.�-. _S .- _ FULL-CO'NN.' .... .. - - \ 11 - - LLNAO 'STAIRS e _ __ _ _ ..._ - PUNTED METAL RAILING SYSTEM co - (n T/T WOOD DECKING OVER COPPER - I II 201A HARD4`IO0D /'. 200 - BUILT IN _ - _ �'J`3 WITH WOOD HANDRAIL �T i t -FLOORING,TOP ^ CO O3 SHOWER PAY.DRAIN TO GRAVEL / 1 '-_- 140 _- .T - Jt0> CABINETRY I' "p _ ! d CO • BELOW DECK --_-�_ !' / -�' C-7 -... ! V J �- j I rv2 a; g q v LINEN,CLO T Oia • i V - .-_I _ .. �'- \` DN L.-. - 292 _ _.. .s oat s -. _I 91e _. ® Y - BEDROOM 2 --- - PIUOD DECK _ _ ' l ? , 2Ui _ l auNA ROOM {- .. s. _ 09C a I' - - . HARDWOOD . / h I fLOORI��P _ AR BEOZE MG Y _- _ I I, ,.,tH. . 1 ` _ I \ I P I `t ,.BAT: 1 \ 1 I r. _.� _..__ _ _-._. ...,w LDa> ects.co, _ BUILT IN BENCH I' - ! _ • _ 1.1 • I 1 i I j i T f. 3 _. . - .. .. HA_ HEIGHT WALLS 52 AFF SHI IGLL FLARE 1 --t HARO4VGO0 COnSTPCC-ID DRAWIrIG> . .. _ FLOORING TYP. N .. ll l - I • II a REVISION 4J09 .. ROOF.t 3ATr!P,COM11 MOSAIC TILE FLOORING Y 1 - • / - / ]- \ l FROSTEDGU 1 - -- ;I A31S� ST.2].2017 CONSTRUCTION STONE BENCH PANEL A WINDOW 1 ON I .-' 2 OE 15.2017 WI`ID0IN CHANGES • 'RAGE BEDROOM 1 Mil AJO' TILE FLOORING Si vNE SE NCH 1 'GARAGE 9 i A,'.:+41; 22, 11 .1..20 r CONFORMED SET STANDING SEAL METAL H I� 221 220 'I ROC1FING.T1'P. - TI A100/ )it ® 1 I DATE •ii.19.2011 0.V =3� ]1 =" >c aLe 1rr=ra.. TILE FLOORINJ _1--- --- 1 "1 CRAM: BATAH ®4Na $ I :..- CHECKED r FLDD ]J - .. -__ - __ • .\ . 'i �-... ^ SHEETNDFL __ v _ I ,/ SEGONO FLOOR PLAN I B � > a50 A102 I amdllhrrrasrrrrrrrrrr WINDOW SCHEDULE — — — — _ GENERAL ELEVATION NOTES a • r RYPE MANUFACTURER I _SERIES MODEL T-OpERAT1ON NIiDTH HEIGHT NOES COUNT, +ASERIES IAOH3050- DOUBLE HMG 'Z 11 Ila' 1 GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION.EXTERIOR FACE OF FRAMING OR AS NOTED. 4�� L A t!J r a ANDERSEN a 11 ild MMIUFA TJRER tO`/ERIFlE RESS COPLIA E 3 - ♦- -- -- -- _.. • , EXTERIOR DUGH DONS ARE O FACE�F FR�h fW AND CENTERLINE OF RECOEIGS 00.AS f1GicD. 8 -LANDERSEN_ A ERIES IACW3=1 ,CASEMENT )51/d' I11_ __;EGRESS COMPLIANT- -- - - NOTED OTEIDORDUGH T v 11 1 " '`f Z d 2. G._, __.. _ _ 3. OPENINGS PER NIIPJDOW?ND DOOR MANUfACT�JRER'S REL'CMMENOATIONS UNLESS - C ANDERSEN IASERIES ADH30o0 CASEMENT)1G 3..5 la. 1I 11d EGRESS COMPLIANT11." 3 SO BuILDI IO SECTIONS F RR HEADER E PNOERSEN ASERIES- iAANJ02 ANNINi, 2 It 1C Z}�I4 NS FOR HROP EE EVA IONS IONS. , p Af DERSEN A SERIF" ACW35 0 CA'EMEI`IT 3 51 5 11 IId 1 4. SEE BUILDITIG SECTIU S. SEE SHEET GI00 fGR'+'%ING04`!TYPE ELcVATI0N5. W - F Af DER EN IA SERIES AAN25 1 AN/NING 2 5 If, 2 1 1d - - - - - • - G ANDERSEN 'ASERIES ADH32 0 DOUBLE HUNGJ 1 Id' I Ila J _-_ I- H ,ANDERSEN iASERIE-SERIES —AOH30a0__. DOUBLE HUNG Z'•11 lla '3,1 IN- .I ..__ __. ._-._._._. ...__ ,__-_....__- 1 ANDERSEN _ASERIES_ .NACW3250 ... _ F_- _ K ANDERSEN ASERIE ___ I (FIXES '2-0 3-0 TE SEC ENO OVSI JIIIEDW NOTE:DECIMAL ELEVATIONS REFER = L ANDERSEN ASERI S ACW3i5i CASEMENT J311J' 3 ,EGRESS COAPUANT 2 TON`i05B SEE TOPOGRAPHIC PUN on=mej IT _M_ Af10ER EN •A ERNE CUSLCM FRENCH DOOR ',II Eli 7-0' USTOr.1 SI/EO rO M;.f H--- 11nIDGW HEAD HEIGHT I Q N ,ANDERSEN AS'cPIES fWHOJ150 ,SWINGING DOOR)'-012' l'-II I/Z'�- 0 'AfICERSEN ;A-SERIES CUSTOM COOING DING '- 'i ll'?" 9'-0' :CUSTOM SIZED TO MATCH 3'-0"AINDGNI HEAD HEIGHT 2 I• GLIDING p •NIOERSEN A-SERIES NCUSTOht ,)PANE( '11'9'-� 1'd' CUSTOMSI'EO TO MATCH I'?".Mr10CN1 HEAD HEIGHT 1 • G F E 0. :C) r I A30A .P300 ," i 1._._. —_--�-• , B _ . ' A NOTE PER i 240 128,BUILDING HEIGHT-- j _ _ 41 IS TO THE PLATE I CD T0.;I1OC SUBF�C.OP ..._.. - — \ � _. --____ .- __ _-. _-__----_--_ _--.__-___-___ - -._ - - PAINTED MOD FAS„IA.TTF. / I` -- -. _- _- MAIN HOUSE PLATE HEIGHT • I' I .._.- E .-AE __ -:-r- / rI - J ii-- -_ `0. _Ee - _ _ -__ _ FLOORFLASHING L EH GN N WPAINTED WOOD CAP , _r i I DASHEDa o_�.. : I I I I N - �/I f : I _ . ^U PAINTED'VG D:/INS NISP R O Q . vm�DowcHEDULE,r,P.i I I . . � - I I ' T � _ 1ypj A :I �i � I _- PAINTED v000WINDouu- - J � L _ _ II l TM,iVP A IIm a l i (75 `vryi ETcO.aSEC3CNO FLOOR SUEFLOCR; uf ' ` . m I ; o aaacEz�csuepwpa -IV (n,- _ Daly c'MOD .411 a'so�raREaAIr'rEo -..:. f li I I• : • WATERTABLE TYP. r-rI � -_ _:: - u�I I .-,!I - - - ` _ STONE VENEER.Tv?. I TdGiI-G I>lGT'rJ3 VERTICA L • t I1 1_ l 1 I _ I. . . _,- _ - N I1_- _I I - _ _ • - _ __ - w � - ,__ - _ _ ;_ -- 'G> C 1- Iii . PAINTED METAL RAILING-SYSTEM YSL6M4 i 1 .. __�,6;;. ., I'.- ..0 r - . : I.v. :.. _ _ 1 Q WITH LOOD HANDRAIL ..! - I ' - - r.G.cgourND FLogR Sue t:oo _ . . -*. ----':.:. - I -I r.3A..E 1S oS3 s.:BFLGoa _ RAf�a_,;E SLA3 FI.°. -, ...�. -.,. .. « \ 1 : - - -.- ! - �. - Il 1 1 1 I. 1 a ', FL.-J'.IO lla' �_--_ _-. '.y I .I _:�1=»a 2:La,. I • CR LO PACE SLAB L.p. .. -. -_ --.- _..-- .- - . _ \.'. J. AZA .A L P CE . -. .._ PAI ITED N1C 0 DJOR TRIhd.TYP .1 1 EL - 5' _ _. _ _ _ ._ _ - I - _ - 5,SC t, R0c'LA1,€4 A3') I I ,sue WOOD SHINGLE SIDING TYP. I I I I I ISSUANCE .R.. N ._ __ ... _... EST GROUND 1. P L l:IJN . .. I _ _. .. .. -.. - - _ ,. :. .. i _ EL'a.S I CO- NSTRUCTION RU.TIO.I ?WINGS :oNrRAc'DD. M Ir REVISION• ® MINI ® 1 J7.2)2017 CONSTRUCTION 2 03_152017 1,,IN004V CHANGES 3 :i8.25.1017 ROTUND:.CHANGE J v..I,.E/I CONFORMED SET •1 WEST(FRONT)ELEVATION DATE 05.13.2017 SCALE 1,1'.1'_)' SCALE 11:-=I'v' 055011. BJITHE CHECAED- TAH;00 SHEER INFO: EXTERIOR ELEVA NGNS A200 WI DO SC EDULE GENERAL --- - '- - CC PE M NUFA SURER SERIES MDDEL OPERATION WIDTH HEIGHT NOTE3 COUP' s• ELEVATION NOTES f w. A ANDERSEN „SERIES AD J050 ,DOUBLE HUNG Z 11 lir II I/A' MANJFACTURER TO VERIFY-EGRESS COMPLIANCE t) •fig.. �, Nona I. GRID AND GRID DIMENSIONS ARE TO FACE CF FOUNpaiION EXTERIOR FACE OF FR?MlrlG OR AS NO D.. 'V _ ._ _.. -r 2. PROVIDE ROMEXTERIOR DIMENSIONS ARE TORACECFFR 0ING AND ANCENTERLINE R'OPENINGS ORTI NOTED i. B:, w' - d ANOERSEN A ERIES A(,fl 5J CASEMENT l IN" Slllr 'EGRESS COMPLIAM - - 10 . ) PROVIOc'ROLGH JPENIr1GS PER WINDOW a=A DOOR MANUFACTURER'S RECOMMENDATIONS UNLESS - C AND PSEN A ERIES ADHJO 0 DOUBLE HUNIG 2,11 /A' S II I'A" -EGRESS COMPLIAM 9 NOTED ORNG SECTIONS OTHERWISE. od 0 ANC RSEN A RIES CPA M CASEMENT 1 li 5 I lir r SEE BUILDING SEFOR WI FOP,HEADER HEIGHT 00.)ENSIOr:S. 1.1 E Ar DEa EN A ERI S AANI A AW IN I 1/' 231/4' - - - -- 5. SE‘SHEET GI.O OR WINDOW TYPE E-E/A NOr15. ANDERSEN A ERI S AAN2 to ..WRONG 2 I t lIn" 2 �� n G ANDERSEN a RIES ADN t 0 DOUBLE HUNG 1 $II II' a ~ Ti ArNER EN 7,-S-cic`5 • aDHJDaO -DOUBLE HUN II ,e' )11,1- I i \•�� PAINTED YIOOOF FASCIA,rYP --- _- -�-' -- .__._ _ __ __- . 0L - .. I;aSEMEM )'t IIA' At11lA' EGRESS COMPLIANT ....__... _ _-_ -___ ... �_ _ H- J ANDERSEN A-SERIES ACW3250 % .1NDEP.SEN _?SERIES FIAED 2'U' ld SEGMENTED OVAL WINDOW :1 l i'� • I <I� �9�SIN1 PAINTED WOCD WINDOWS PER NM....:DECIMAL ELEVATIONS REFER = L Arm RS N A ERI S C'N)a5i CASEMENT I l US 5 11/i EGRESS COMPLIANT - 2 _ _ WINOON SCHEDULE. _. ,• M AND RSEN A ERI 5 'CUSTOM FRENCHDOOR I IM. 14 CUSTOM SIZED TO IU TCH td WINDOW HEAD HEIGHT I : A3�- _ -� _ _ ---_-�� __ _-_--� ----. Q 1 �V+OERS`I ,SERIESFf NDJ IdO NINGINU DOOR 101IB' ]II 2' - / 0 ANDER 1 A ERIES CUSTOM 4-PANEL di CUSTOM SIZED TO MA TCH 3.0 WINDOW HEAD HEIGHT 2 -- WOOD WINDOW -�'��`r_ PAINED WOO OJ GLIDING TRIM.TVP, MIDERSEN SERIES CUSTOM T-PANEL 11'3' 1'•3' CUSTOM SIZED TON.TCH 2n`%%MOW HEAD HEIGHT -4 ---' •5-,'�/T -..-.::::.7 - p GLIDING --�� / /-' ROOffNALL FLASHING-SHOWN ._ .__. _ _ .....__ _ _._. -- ._... .-— ___ L . __ yr � DASHED.TYP, j I ] y� lv _ 1 lid/ _ 1_ / - �- ' b = _ \ 'i� T.O.GARAGE 2N0FLORS L OR x � .L I= Y -B-- L' - -- W000 SHINGLE SIDING.TYP. `� . 11 _ • _ _ 1 _ ._ - L =/- . • t -r 1 T.O.GARAGE HST FIOJR S!BFLOOR I-. ., . r_--_'• 1 1 I - T.0.GARAGE CPANILSPACE A l._ I .7' G • _.. , AVERAGE GRADE PLANE _ EL-5 l 3rS-\- I N 1 NORTH ELEVATION-GARAGE ONLY 0 2 SCALE /4:1 O % I/ NOTE:PER y 240-123.BULGING HEIGHT - ' IS MEASURED TO THE PLATE -I-. • 8 7 6 • 5 2 4 • 3 //O� ----� / --- PARTED WITHAILING I ,,A101 1 i \--'/, �� / SYSTEM WOOD HANDRAIL. 0 CL L - 32t NIP- j /`/V� 5- ea I . r/ _ --1----"-- '- --_ 1 \ ;' �\ I- A MAIN HOUSE _HEIGHT,. • _ 7':------'- '' Yy l/ 1 s \�\ [ - I. -r/{� '. _ I \+ \ _-__ .. 0 EDATYPUSnING SAC.YtI T 1. __�� M 1 • 1 _ _ - i - '- B _. 1. -- B 'ii / I I I �.•# I j - Pal iT 0ti00D COLLAR!TYP. I. ... --_ _ ".�. T_ _. . _ LlP C i _ +D FLOOR'L F . .. .I .. I..>i s;_ r I,.c,y' `J3I ��i .. _... ._ Sa.II'-l w ...,.L... J.cL..,n \. ^ "0 SECUr a 1 2 kk 4 3 c p �Il I: LANDSCAPE uc LIGHTING Tv?. -c 1 i_• �� -' T ' CONSTRUCTIONDR IN _ 111 / STONE VENEER,rep ?E SI^..rl ' I .. _ 1 4 • • • • - ' z' ; 1r2020 1 O S PU nor; iV� wl ' •. I., ,...I. .- .• .» .,. ,... - T.O.GR;._ND:LCOR 3J(3ELGCR Gd 5l]I, uLi`�OGbI CHANGES % _ CI-.:I.'" EL l' 0=t>.:3' / 1 ]d.2520'1 '.O TLNDA CHANGE /I._ I 1 11 I I.. 1 _ - '•I.. _ 1 ! O.3_0Ir CONFORMED;ET II , 1 _ I .. IVERAG GRADE PLANE SCALE. Ir . i .... 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SEE BUILDING SECTIONS FOP.HEADER HEIGHT OIhIENS10NS, w u DER LE ASERIE= AANl02 WY IC 7 /S 2 1 tl - 5. SEE SHEET Gino FOR NIINDOW TYPE ELEVATIONS. f uDERSEN ASERIES .AAN22 AWNING 2 51l' 2 J/E 20 G A,D RSEN ASERIES AOHJ2 0- D^BL MaIG )t IIA' -5 t t I/A' A ~ H ANDEP.SEN -ASERIES .-_'ADH)OAO --- DOUBLE HUNG 7,11/A' ,3'7111/3' - -"-'— ------------------`---'--' - - W 1 ArDERSEN .A.SERIES W3250- CASEMENT 3I I/A 3I/0 EGRESS COMPSAR . 3 - I_ • K AIDERSEN a RIES_ _ 'FIXED 21 DO EGMENT DO/AL WIND Ow I NOTE'DECIMAL ELEVATIONS REFER a RE DERSEN—_ SERIES ACW]SA CASEMENT J J Ix 5]I EGRESS CCMPUANT ,2 I TO NAVDSB-SEE TOPOGRAPHIC PLAN (J h3 AND RSEN A ERIES US TOM FRENCH DOOR 11/4' TO 'CUSTOM SIZED TO`./RICH O atDOW HEAD HEIGHT ,1 CC --_.. R ---__ - -__ 00 ... _ ._ _.. .. _ Q Ti ulOERSEN .ASERIES .FWHI01130 :SWINGING DOOR]'.]II]' 1.11 I!2' 1 .. N E:E__.-�.-ERIES .�___._.t...__. ...-- ._.. _.. .. .. _ 0 'ANOEP,SEN �A�SERIES ICVSiCM GLIDNEL i 1'�9' 3U' CUSTOM SIZED i0 AVITCH d'll"WINDOW 4!EAD HEIGHT .__F __._._..-_.._ GA P NIDERSEN ',ASERIESCUSTOM 'A.PANELEL 11'-0' IT-0' CUSTOM SIZED TO MATCH I',i JYIr:000V HEAD HEIGHT I _GLIDING • C ' D . E ` F G <.H101l' A3A0� I c9,. — L ICn `,�� ., �1., `,� ��N //^\ B� SBA i NOTE PERIS§MEASU2A0.123,BUILO THENG PLATE Y/ \ .__ \. 1'. -_T.O ATTIC SUBFLOOR @cCs M 1 /^ S _._ .. __- - - - - - -- - - ,�._ _ _ L -_--- - ------ _. ---- -- Ei.is-r o co 1 / - _ \`�,_ /• N,, MAIN HOUSE PLATE HEIGHT,'A, C .-.E. O 1 I .. 3 t _ i V 1 1 I EIi 1 I ? •_ N al 1 a'33n m 1 -_.. GCB 11 B B i L7 `, f l I� 1 E la 1 a. By. "� 7 , 1, . Q `^ O c.- II 1 = vl I t4 ' i 8 n m 1 — — .R _ - _ 1 - _ -_ _ - T __ - - ( \ F. T.O.SECOND FLOOR SUBFLOOR_�_ ' TO aRAuE 2ND FLOOR Sl18FLOGR - -' --- '' - _ - - r PAINTED BAR COOR ON I. .. .) r I --1 1 I METAL TRACK 1 I 1 1 1 1 I 1.1 ra` I 7 ._ I I...I. • PAINTED MbY1THV01IL HA IDRNL I I -�•.� .. 1 I - - ( I 1 \20i -_ - . I !. - _ I� _ .. ( • ( Is 1 O I ! \ 1 `\ __ • ;..0; 7 D D� 0 T it DECKING 3 STAIRSPUS LANDSCAPE -' I r •- n .. -�- - ._._ I I r -_ \ I i o ,e,'.IR[••'o•:LLP CONTRACTOR NIC Tt P. - - __ __ — - _. _ • _ - 222 r I' C T.O.JARP�E 59 FLCDR SUBFLOGR - - --_ _.._ _ ' I "- • -.. _ _ . Rout.-_ - .ire,LDTArc ec,.cn�. _LL__��_�-,_ _ + - ... , T.0 UND FLOOR iUBrLOCR._ d; L.0.O'-i55i {. i':: :-`. .. r..-... - __ - - -�..._. _._..___.- ..,... .. .....- _ _ -_• .- ,,,_,I, EL:D-J'=15.5s' ..I/ I _ - .., • - _.• _ I1 II I T Ii lI Ni _ _. .._- _ _ II ,1 ' II 11 . 1 Cambridge. 1 , 1 . i, I I I A. I II II1 .-. _ _,.'- ..:..-� . ...-'- . :_, _ .. . .... .. . ... '- i11 11 Ii( � I� �.I1 ,� _ -�.�.._.. II II ! III II •� I I �-�- - II 11 i ' I li . 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A :ANDERSEN 'ASERIES ADH3050 DOUBLE HUNG ;Z-111N' 411 I14 MANUFACTURER rO VERIFY EGRESSCOMPLIANCE 113 Z _ 3. EXTERIOR DIMENSIONS IPNSARE PEFACEOFFRADIDOAND NUFACTUERFOECOM END TI NOTEDZ B ANDERSEN SERIES ACWJ 51 'CASEMENT 1'-51/4 ',�1114 :EGRESSCOMPLIANT _ _ 10 \ \ L 3, PROVIDE ROUGH OPEWNGS PER MNDOW AND DOOR MANUFACTURER'S RECOMMENDATIONS UNLESS C ANDERSEN 'A-SERIES ADH]CC DOUBLE HUNG 2'-II I 'SII114 ,EGRESS COMPLIANT 3 _ NOTED OR DETAILED OTHERWISE. , D ANDERSEN ASERIES AC'M J •CASEMENR J'-S lli _---_- - -' - SECTIONS FOR HEADER DIMENSIONS. >11 I!J I 3 4 2 6 7 8 _ E ANDERSEN A ERIES :AaN302i AWNING 21I Ila 2-111 5 5. SEE SHEET GIJJ.OP.N1ND�w Tt,E_LEJ4TION5. F r0 P EN :A-SERIES AA112524 AWNING 251/4 2.311 2 - , \ SEE BUILDING 4 \,i � a301' �_ G ANDERSEN A-SERIES ADH.3250 DOUBLE HUNG .J,114 5.11 11 4 H ANDERSEN 'A-SERIES OHJO.W DOUBLE HUNG 2-11 V, '.]-11 II I ____..._...-_ _-PEEP..__ .. _..___ -_ -.__-_ _ ___- _.._ ..PEEP_ ..-._ ......._.-...__. -.____ _ __.. .. -.... ___... w ....J ANDERSEN ASERIES ACWJ25J 'CASEMENT ,-)11 4.111N EGRESS COMPLIANrt - 2 --- -- -__,.__. ......_..__ -_._-__ I- K ANDERSEN 'A-SERIES FIXED 7-0' 1-0 SEGMENTED OVAL WINDOW __ j DECIMAL ELEVATIONS REFER L _:ANDERSEN SERIES _ IACNI]a5i CASEMENT }J II 5'J II _ _ _ --- --------'- . �NOTE:1 - 'EGRESS COM%1ANR 2 _ TO NAVDda-SEE TOPOGRAPHIC PLAN RS - - 'SWINGING ' C _ .._D TO __ - "-_. _-...-e._.__EPEE M ANDERSEN 'A-SERIES 'CUSTOM FRENCH DUOft 4111IJ' t-0 CUSTOM SIZED i0 MATCH t-0'WINDOW HEAD HEIGHT 1 = f - -'I'{ -- - - ` -- - -- - -.- --..- - - _._ -_ - - - -- - N ANDERSEN ,A-SERIES FWHD11d0 SWINGING DOOR]'d tla' it'-1112' -1 r i T'!P. - IO Tc PEP IS MEASURED TO THE PLATE ' Q 0 ANDERSEN 4SERIES :CUSTOM 4-PANEL 119' B-0 CUSTOM SIZED TO MATCH 3.0 WINDOW HEAD HEIGHT 2 I¢ - A}21� - GLIDINGPANEL 11=9'___.-..-TL 'CUSTOM SIZED TO h1ATCH)'-0'LVINDG4V HEAD HEIGHT :1- - I--�_��- „--_w "��- - / ... UBFL J',�'. GLIDING _ _ T.0 ATTIC_UBFLOOR_g_ P ANDERSEN ,A-SERIES 'CUSTOM GLIDING --' _ _ \� ,.:\ _..." .._.. T I fj(f- I 1 ? L-. 1 _ MAIN HOUSE PLOT HEIGHT AL, _ L \\ _ I - E L 13.r 1 -33 I f 1 •-^1 I L E i E I1 --L zC_`< • V :1 - 1 11 L *' I •- i .'.' :- T_� - ROOFWALL FLASHING SHOWN U GASHED,tYP. I t 1 9 T_0. ECONOELOOR- BFLOR � "-- .PEEP WOOD PERGOLA ELIO J' -, L I I E - - ---- -- -..- WOOD BRACKET.T'IP. I I ( / 1 7 I L / - -I�- I _ - -- P.AINTEO W000 SCREEN PANELS.TYP. . l • 1 L { I I I- T -- J I I . I } - • + 11� I _ o _ I I 11' I - PAINTED METAL RAILING SYSTEM _ _ WITH WOOD HANDRAIL I ' - 1 T i I! _ -=j I Ng� II r c.ceo JN FLGog u - l Asza 1 I I �- 1 • I 1 i______ -- AVERAGEGRADE PLANE EL-5'J 313- CD _ - - -__._ -_ _._ _._ - - -- EST.GROUNDWATER EL NATION. _ 0 ,'2--',.,SOUTH ELEVATION-HOUSE ONLY MEM -I--' .----------------_..___-.___.--------- -o 0 SCALE.1N-=1'-0' @O [Or,D 0 Ct o c � 3 4� - 5 6 i � , 8 : n �� / f S CO c - - 1 �\\\ _-. _ .. -_- _--1_- nor • '� m E.PER 1 ]1 9.BUILDING HEIGHT:- I MEASURE_ D TO..PIA_ • -, /� - - .- \ MAIN HOUSEATTIPLS E ORLam•_ TY YY .. :.: L 2 D is A - L 11 L L-Lt; . _ 6 T.0 SECOND FLOOR 5J8FL00� a' a SI ` - .IA _ _�..�` - U. ..FA_sE INIJ FLOURFLOUR ,tlFLU Jk 1 1 I i I, CONTRACT DOCUMENTS S I _ - I _ -. - - µ • • -I ! 1 CONSTRUCTION DRAWINGS r r I _ I P :':,38: lm. ;I �.: 1 I I ... I - { - I c, I l k z mr xrlsrRucnJN 1 1 1 i i I I I I 1 1 1 1 'III { I 1 I I i t - - _ I I <<_... { 1 .2o/ W1ncoWCNaNCEs I VpI, I III 1I1I1 F I ,,, I I 1 { + 1 I I i _ - _ _ -- - -__ _ T.'J tSAR?GE ISiFLORSUBFLUCR 4 .'5.2CIi CONFJPh EC SET `1 I i 1 • i 1 ' IIII! 1 - -- - -`_ -- ------1 - Eco-r=1�sa � IIII 1 � III I - IIII 1ir111 9- �`: - - - -- -• I -. I .1_I. - 'I I. I L 1 .I I I 1 - \ .— _-• -- -_ -- _ - i- r.:.OPOONO FLOOR B-LOOR II_I Ii ,I) L111 . 1111Ii'II III ' III Dill 1i.; J:. \\ \\ - •• - .. • _-~ '-I, - L.d w - I f • DATE a.NV 11IIII1I1 1I I: ;111 iI 11 11II : 1 ' ii 11I ; i1 . 1I III µ {II II !11 I III Ii'iI I 1 rI 'II{Ii1 . I i_ SCALE.' 1,-ra. L_: _L.,__I1 1 111 I11 . I :1 I III : 1 •;III 11 II ! I ' 1 I IN 1 I --- - ,�I li 11 _ 1 I',. I, II I ki i , IIII . Iiil ill • I11 � 11 1 111 II ! 111• 1iI r. T D.GARAGE CRO L PAGE L' DRAWN 3/TOR - =---_-I i�I I 1 I I I I ! I' I I ! I (- r I. 1 1 11 1 —��- - EL•-I -/ CHECKED. IAHIUU =1 - • I AV=RAGE GRADE PLANE SHEET INFO I ( _.- --__- _ _ .. EL:-5'-]1!a' EXTERIOR ELEVATIONS I 1 :sr.GROUNDWATER ELEVATION . EL'.a 5' W ' SOUTH ELEVATION A203 •sc,LE 1.�:ra' • >a �,' CO • • •' WALL KEY GENERAL FLOOR PLAN NOTES • • 1. IT IS THE RESPONSIBILRY OF THE CONTRACTOR TO REVIEW PROPOSED DIMENSIONS AND ALIGNMENTS AN• D CONFIRM W . . I - I NEW INTERIOR PARTITION T AND e`'. ~' • LOCATIONS AND ALIGNMENTS SHOWN CAN BE ACHIEVED.DISCREPANCIES BETWEEN PROPOSED AUGNMEN S .,,, ZOR TO INSTALLATION OF THE WORK. , ' _ - 2. AS-BUILT DIMENSIONLOCATIONS MUST BEBROUGHT MUST BE FIELD VERIFIED PRIOR TO FABRION OF THE ICCATION OCT F CASEWORK,FIXTURES,FURNISHINGS AND , I- -I NEWINSULATED INTER100.FURRING WALLRBI T A202 - EQUIPMENT TO CONFIRM FIT AND LOCATIONS AS SHOWN ON THE DRAWINGS OR AS DIRECTED BY THE ARCHITECT, } I-•,v ...1 NEW EXTERIOR WALL DISCREPANCIES MUST BE BROUGHT TO THE TS ATTENTION PRIOR TO ORDERING OR FABRICATING. (:::) CC CC 3. GRID AND GRID DIMENSIONS ARE TO FACE OF FOUNDATION,EXTERIOR FACE OF FRAMING OR AS NOTED. .4. EXTERIOR DIMENSIONS ARE TO FACE OF FRAMING AND CENTERLINE OF OPENINGS OR AS NOTED. 7 - I•. •,',.1 NEW CONCRETE FOUNDATION WALL 5. INTERIOR DIMENSIONS ARE TO FINISH FACE OF WALL BOARD FINISH,FINISH EDGE KNISH OPENING.CENTERLINE OF h- H V F E D C OPENING AND CENTERUNE OF FIXTURES OR AS NOTED. Lu ® O /68 O ` ' J NEW CONCRETE wall.WITH STONE VENEER B. PROVIDE ROUGH OPENINGS PER WINDOW AND DOOR MANUFACTURER RECOMMENDATIONS UNLESS NOTED OR y { • 1 DETAILED OTHERWISE. 2 .. . TS I64* T.T.O. 16$ - 7. SEE ROOF PLAN FOR ROOF INFORMATION. • U 4 Y _ --__ I4'E A 9. SEE WINDOW SCHEDULE EOFOR WINDOW INFORMATION. i • Q ',-'..•.-: I I f I ID. SEE FINISH SCHEDULE FOR FINISH INFORMATION. . y .,/_STONE VENEER . hV r 1 ' F 62111E 6-27/16 6.27E a TEr ,• • ,,. ..:.•. 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L. � a -' I `'STONE VENEER I 1 •.. m • .ie CONSTRUCTION DRAWINGS © . • — — — — — • • REVISION: V �IiJI \^ j /� . • \A701 ® A302 - 1P 16 { .' I 7.06 CONCRETE SLAB •A20, 10' PER STRUCTURAL I - I DATE: 05.18.2017 . • DRAWINGS I m SCALE: 1/M••I•-0` 7-0•. DRAWN: BNAH 1 / CHECKED: TAN10D ALA AILS .. • _EDI FOUNDATION PLANIED • . r 16.6 • 26-0' 541/M• I • . Q__,3,, . . . A• 303 AIOO 1