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HomeMy WebLinkAbout0047 OCEAN AVENUE c kkue.,. • a ° y Town of Barnstable midi �E° < �,r,� ;':` :...-� -��, � , ,�`'"� 4h ,r „�'�..��b. ��'t*�^'���.' a,' ': � ^..�'fw; :':'. �, j/'vG'�� ePostThis CardFSo,That rt'�s Visible From the,Street Approved PlansMust be;Retamed on Joband,this Cardust * BARZii£TI`A�i c. �s�>..,, era . M Posted Until Finallnspecton Has Been"Made h �a t �5: v.,. n,...`". .: ,Si,' �w..m' 4•x":'." ." .�.".. e� .. .< k.. .::. ' .� ,. ,�., .k y+ ' SWhere a,Certrficate of Occu anc,'-rs Re urred such>B.0 ltlrn -shall Not b Occw�ied until a�Frnal:lns action has een:made a It t �. = �':, r g p =x � rf p rngad. Permit No. B-16-1081 Applicant Name: Eric Whiteley Map/Lot: 226-035 Date Issued: 06/10/2016 Current Use: Zoning District: CBDCV Permit Type: Sheet Metal Expiration Date: 12/10/2016 Contractor Name:" Eric T Whiteley Location: 470CEAN AVENUE,CENTERVILLE Est Project Cost: $ 10,000.00 Contractor License: 2967 x Owner on Record: MADDALENA,PAMELA ANN ' Permit Fee , $85.00 Address: 14'TODD POND RD Fee Paid $85.00 - LINCOLN, MA 01773 a �Dbe >: z' S110/2016 f Description: Gas furnace in the second floor mechanical closet with two zones of heating and cools'g new duct work Project Review Req q' �' Building Official _. v This permit shall be deemed abandoned and invalid unless the work authorised by this permit is com edmenc witMn six months after issuance. All work authorized by this permit shall conform to the approved applicdt on and theaapproyed cohistedcoon documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures halhbe imcomPliancewt�h the,local zo ng by laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. The,Certificate of Occupancy will not be issued until all applicable signaturesby,the Building and Fire Officials are provided on this permit. Minimum of Five Call Inspections Required for All Construction 1.Foundation or Footing ) �� 2.Sheathing Inspection 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,—: r,, Y 5.Prior to Covering Structural Members(Frame Inspection) z 6.Insulation .- 7.Final Inspection before Occupancy � . 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. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT 7l Q`6 L � A?l , � a TA boo° oe j i 3- 54, / PIER Oj s / o` ����� �� ��y� MAP 226 SALT MARSH PARCEL 36 .. / #5 so oo� 14 , O• �y I R ER Eon ° PG EXIS71NG ����g. \�/SE qoA FOUNDATION BORDERING VEGETATED oe6 WEIL4ND FLAGGED BY �,� ,�(� �` _goo HAMLYN CONSULTING 100, �.0, OBE , 66 PARCEL 34 '00p�: �0 CID FOUNDATION PLOT PLAN ° E #14-098 PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION #47 OCEAN AVENUE CRAIGVILLE,MA SCALE 20' DATE : 1-22-2016 PREPARED FOR: REFERENCE MAP 226 PARCEL 35 PAMELA WE R N DB 1969 PG 343 ZN Ofi,41 HEREBY CERTIFY THAT THE STRUCTURE SHOWN ON THIS PLAN IS LOCATED ON THE a� . DANIEL sue.'. -. GROUND AS SHOWN HEREON. on soe-aes-4s4t s QJAL-A f.soa-ass-aeeo q;No 40980 .downcopecom O war ON eslinssrinl,inc. clvll eng/neers - �o land surveyors -TZ - - 939 Mo/n Street (Rte 6A) YARMou7HPORT MA 02675 . DATE REG. LAND SURVEYOR i . BV/LDoNG DEFT FEB 05 2016 TOWN OF BARNSTABLE • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION �`ftP;Z Map Parcel 0 QJ� Application # tog Health_ Division Date Issued Conservation Division /V*WC�Vilr ` l Application Fee Planning Dept. - Permit Fee Date Definitive Plan Approved by Planning Board - Historic - OKH _ Preservation/ Hyannis- / Ll Project Street Address �T CPh(J'1 (,le VillageCJ&A, QZN Owner F - Address I Ll 1 o'n 90--) Telephone n��_Yyl Permit Request 1 o C>o r�'y�u�-� m— � ��Pc��rhe�r✓f ezi i 4� Le l Square feet: 1 st floor: existingV6 proposed 2nd flJ existing proposed G�fC� Total new Zoning District Flood Plain A Groundwater Overlay Project Valuation d �v Construction Type Lot Size AW a 0-66-C Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family WETwo Family ❑ Multi-Family(# units) Age of Existing Structure �� Historic House: ❑Yes ZkNo On Old King's Highway: ❑Yes 2Q No Basement Type: X Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) 70 Number of Baths: Full: existing new _1�>_ 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: r s ❑ 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: 'LPL- ` ov_ Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes A-No If yes, site plan review# Current Use Proposed Use 1 U J U _-1/ APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name < Telephone Number Address License # 065Ggr �el/�JgCJI � YN\ ?7- Home Improvement Contractor# Email Worker's Compensation # 007EC� ALL CONSTRUCTION DEBRIS RESULTING FROM THI PROJECT WILL BE TAKEN TO 1&)13 ryl-k L"A SIGNATURE DATE O Z 1 FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED = ' MAP/PARCEL NO. fi ADDRESS VILLAGE OWNER E ' DATE OF INSPECTION: ~ FOUNDATION I Q�I�KQ r - FRAME FLY $ u Ob INSULATION ��`� m S�lo/I -R Ry FIREPLACE t ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL ;FINAL BUILDING ,OQ(- DATECLOSED OUT t ` t ASSOCIATION PLAN NO. I:: ti ° '"E'°``''„ Town of Barnstable f Building Department- 200 Main Street :4 '°rEOMA+°�e Hyannis, MA 02601 - Tel. (508) 862-4038 Certificate Of Occupancy - Permit Number: 5-2015-07354-1 CO Issue Date: 7/21/2016 Parcel ID: 226-035 Zoning Classification: CBDCV Location: 47 OCEAN AVENUE, Proposed Use: 1010 CENTERVILLE Gen Contractor: BAYSIDE BUILDING Permit Type: Residential - Comments: Building Official Date: �W+•J�yL�p 7�u/��. �tNE TOWN OF BARNSTABLE Bdildin`g 201507354 • BARNSTABLE, * Issue Date: 12/18/15 Permit y MASS �ArFO �a�� Applicant: BAYSIDE BUILDING,INC Permit Number: B 20153711 Proposed Use: SINGLE FAMILY HOME Expiration Date: 06/16/16 Location 47 OCEAN AVENUE Zoning District CV Permit Type: REBUILD HOUSE AFTER TEARDOWN Map Parcel 226035 Permit Fee$ 1,479.00 Contractor BAYSIDE BUILDING,INC Village CENTERVILLE App Fee$ 100.00 License Num 005645 Est Construction Cost$ 290,000 i Remarks APPROVED PLANS MUST BE RETAINED ONJOB AND TO CONSTRUCT A 2 BEDROOM 3BATH GINGERBREAD CAPE STYLE Holm CARD MUST BE KEPT POSTED UNTIL FINAL WITH NO GARAGE INSPECTION HAS BEEN MADE. WHERE A CERTIFICATE OF OCCUPANCY IS REQUIRED,SUCH Owner on Record: MADDALENA,PAMELA ANN BUILDING SHALL NOT BE OCCUPIED UNTIL A FINAL Address: 14 TODD POND RD INSPECTION HAS BE ADE. LINCOLN,MA 01773 Application Entered by: TP Building Permit Issued By: THIS PERMIT.CONVEYS WRIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF,EITHER TEMPORARILY-OR PERMANENTLY. ENCROACHMEPUBLIC' PROPERTY:NO SPECIFICALLY PERMITTED UNDER:THE BUILDING CODE;:MUST BE APPROVED BY THE JMSDICTION:: STREET'OR ALLEY+GRADESAS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY,BE' ' OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.,THE ISSUANCE OF.THIS PERMIT DOES NOT RELEASE THE APPLICANT FR64THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FIVE CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: 1.FOUNDATION OR FOOTINGS. 2.SkATHING INSPECTION ' 3.ALL FIREPLACES MUST BE INSPECTED AT THE THROAT LEVEL BEFORE FIRST FLUE LINING IS INSTALLED. 4.WIRING&PLUMBING INSPECTIONS TO BE COMPLETED PRIOR TO FRAME INSPECTION. 5.PRIOR TO COVERING STRUCTURAL MEMBERS(FRAME INSPECTION). 6.INSULATION. ' _ + 7.FINAL INSPECTION BEFORE OCCUPANCY. 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. PERMIT WILL BECOME NULL AND VOID IF CONSTRUCTION WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE PERMIT IS ISSUED AS NOTED ABOVE. PERSONS CONTRACTING WITH UNREGISTERED CONTRACTORS DO NOT HAVE ACCESS TO GUARANTY FUND(as set forth in MGL c.142A). „ �s BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 2 gftr,C°y 'z lG 2 2, > �iAIA4- 61c 3 6PP14 OK 7 (� I Heating Inspection Approvals Engineering Dept Fire Depy 2 Board of Health S &V fN—/ ilvI(e COMA f�q •- 4�p fY,ETp p� Uwn- of Ba o stable a o y o . -ices Thom.,ags F.Geller,Director UArfD f�'�Pa r diugr Division Ton Perry, Building Commissioner 200 Main Street, Hyanais,MA 02601 ��.to�n.barnstable.ma.us ffice; 508-862-4038 Fax: 50E--790-6230 i Prop eA7 OvmC* r Must CoMploto and Sign This Section. If Using .A Builder as Owner of the subject property herby authorize IY to act on my behalf, in all matters relative to.work authorized bythis bi Ading permit application for: . Ave- (Adchr-ss of Job) ' r 5ignatLire of Owner ate •' Parma ���:� . •. • Print Nine Q;FOFrIS:OZV%NEF.PER.A ISSI011 I � R • - MAGEAcHvxw VG OUIVCLAtM OGHD INDIVIDUAL(LONG/ORM)'Oda sw ic.1s9. PAGE 343 We, JOHN M. 'GRANT; JR. and NANCY J. GRANT, husband and .wife, as tenants by .the entirety, both formerly of.114 High Streets Foxboro, Norfolk County, Massachusetts both now of Old.Shore Road, Barnstable (Cotuit), Barnstable County,Massa usetts, - . .. . br 2WtAuxkA for 6nsidcrition aid and sn.full consideration of - JADE p ,,. srntsto PAMELA ANN MADDALENA, being unmarried, of a Viking Court, Arlington '(Arlington.Heights), Middleseit County, MassaCtiusetts, cfx with ggitc(ttwt raurnnttta Q Q A.certain parcel of land, together with the buildings thereon, .situated in-that part of the. Town:and County of Barnstable`known.as'Craigville, . 'Massachusetts and being shown as LOT 1 on a plan of,land entitled: Q"Subdivision of Land at Craigville - Barnstable - Mass. property of Charles G. & 'Frances I. Crones", dated June ,12 :1961;by E& Kellogg Civil Eng'r, `and•-recorded..with Barnstable County Deeds in Flan .Book 163, Page 91, bounded and described according to said.plan as follows: ' Comrtiencing.At_a point .in.the Northwesterly sideline of Ocean Ave nue• j a Way, (undefined) at ,land, now ar fornierly..of Thomas R. Mount a£riF thence running North 430 49" West by 'land now or formerly of said ,, Mountain and by the. Marsh and by the Centerville River for a dis �-• tance of about one hundred seventy-'five (175)i feet, more ,or less, _ to the assumed channel line;;of said Centerville•Riverp and .. thence turning and.running in a Northerly direction for -a,distance !of about forty-six (46) .feet 'to a point- ' thence turning and running in the Centerville River 6outhi620 341 East for:':a distance of about one hundred sixteen (116), feet to ' other-land of Charles G. •Crones,et ux; •` thence turnip and rennin b the. Marsh-'and b 9 ._. 9 y.. by other land of said i Charles G.. Crones at:ux South 51° 0411 East, about one hundred i t eighteen (118) feet to the.-sideline of Ocean Avenue; whence turning and running in a l Southwesterly direction by''the side in _ . _ e of said Ocean Avenue in an ara:wth a radius of 405 .37, for .: a distance of eighty-five (85) jfeat to the point 'of beginning. The of upland said P parcel containing? 'according to said plan, .about 80100 square feet, 'and being the same premises conveyed to us by Charles G. Crones at ux by deed. dated August 30th, 1961, duly'recozfled i with Barnstable County Registry Of Deeds• in Hook 1128,,Page 540- - 1 = In the event that the BU]tER desires to--sell said LOT 1, the SELLER shall have the first. refusal to purchase said.;,LOT 1_at the price offered, :and sh' ell have a period of thirty (30) days. from the date of aotice of suctti intended sale in whick to refuse the same. )' GOMMOiNW ALTH:OF MA'SSA''lluS'ETTS _ W i - rovzlc7s'�t�� �-- . "! .. (+1otli�dlul«-Joline Teuontc--7enp6n iD Coiiomao ieiuluu Tiy the.Eitliery:) . so*lk9 PACE. M ?itthaer,..lR3tc.......hands:and :teals this ::.;:.:.:.2b£h.:,: ,....:.:,daq of MOV.pA X 19.....7:3 ............................................ ....... .. ......... ., Nancy J G nt . ..... ;.. 1'. C .. Q�e QSautuwnaleulfl�:nf�itinuutaniuriltf i Barnstable � November 26Lh, 19 73 � Then rkii tl a oOm0bov¢iismtc! t7ohn M.`.Granti dzo and'Nai7cy J. Grant; ]?� Y PPS _ and ackilo�vlc*rhebigokg i6s umpn io l>e' their free at t and deed,bcforrpte ;. eTr Mr Comaoluion Esptrn� 1 . :.f - BARN TABLB'COUNTY REGI TRY OF DEEDS A'T EC OPY,ATT EST Rio NOV2$ - JOHN F. . FADE,REGISTER I�iAOrki 1B3'SEG 6 AS Ahiiii D 8Y CE4#"L,40 OP 1969 8.air:dog P- for remid dell toonle or love eddoiW upon it an fwj Dome,reddieae nd poet offtm addrdi of`tLe grmtee nd '; s rednl of t c'�moont of'the faU coas,deredon thereof In_dollert or tbd iutuu.ot the WKr:eeoalJetatit d theeelor,if cat dtlltered foi i eped6c moaenq,wu,:11e full mgiWeruke eLW mnn the.:bul pnee'.for the'ronvg4eoe teithout doduttloo for.Auy,licw or cocnmlbra6cj; = 'arcuaed by the gteotee o:rctadoloR therton Audu�b eodoiiemeoet end reiitds,hNl l>e recorded w:>»M of the doed.Prifunr:to mroplq sit! tha aeafon a1uU not sBea eho'talidiry.d iu�detid'No:regitt;k of dealt acuPt,e dotd!or rtwrd' Vulesi it b la lnlA'li►no.1@itb to m8 D z :reyuuemwq::ot rhlredloo, s _ ,. - i Departrnerrt of Industrial Accidents v Off--e ofIrrvestigctEorrs 600 Mashingtora Street Bostorr,MA 02I1I c=•M SYro�, wiv rizass a ovIdia Workers Conlpeigsation Insurance A.ffldaidt: Build rs/Conti-a.cta. s/Electriei.ans/P'lumbers AppUeant Information Please Print Legibly NaMe (Busiaess/Organizatiow dividual): f Address: . ` City/State/Zip: F WILF Af - 026-' _-'z, Phone#; Are you an employer?Checkthe•apprapriate,_bo. - Type of project(required): . 1.❑ I am a employers with 4. lH I am a general contractor and I 6. ( `New construction , employees (full and/orpart•tune).* have hired the sub-contractors 2.❑ I am a sole proprietor or partner- listed on the attached sheet.t ❑Remodeling ship and have to employees These sub-contractors have 8. [] Demolition ,vorlang for mein any capacity. workers' comp.insurance. 9. ❑Building addition [No workers' comp.insurance 5. ❑ W6 are a corporation and its 1eq�ed,] oincers have exercised their 10.❑Electrical repairs or additions 3.❑ I ain a homeowner doing all work right of exemption per MGL 11.❑ Plumbing repairs or additions myself [No wort-ers' comp. C. 152, §1(4),and we have no 12:❑Roof repairs insu-Tance required.]t employees.-[No workers' 13.❑ Other comp.insurance required-] *Any applicantthat checks boi#1 must also fill outthe section below showing their workers'compensation policyinformation: t Homeowners v,,ho,submit fIus affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contraetois that cb eck this box must attached an additional•sheet showing the name of the sub-contrabtors and their workers'eorup.policy inform tion. am an ena.player•that is providing workers'compensation Nsur ance for ray employees. Below is the.policy and fob slr c r�for rrec�iQn. ; � . t7 � Insurance Company Name: Policy#or Self-ins.Lic.#: 7j _ Expiration Date: Jhlap.. Job Site Address: 7 City/StatdZip: (1w4erl,14. /n Attach a copy of the workers' compensation pv1€6y declaration gage(showing the policy number and expiration date). Failure to secure coverage as required wader Section 25A of MGL c. 152 can lead to the imposibion•of.criminalpenalties of a -6ne up to$1,500.00 and/or one-year imprisonrnent, as we11 as civil.p enalties in the form of a STOP WORK ORDER and a fine of up to$250.OD a day.against ffie violator. Re advised that a copy of this statem6nt may be foruTarded to the Office of Investigations,of the DIA for insurance coyerage verification. g do hereby cer-fy u,rider the pa!hs ard. etra Pi.i•es o fp vy.ary drat t rie info i-a.i ad o n pprovid.ed above is t a.e said cor r°ee Stature: i Date: Z Phone,T: €official use only. Do not write in this ar•eq,to&e corvp. feted by city or null?°ojf chr City or Town: Pe mYJ eense Y Issuing Authority (circle rue.): I.Board of Health 2.Building Departr ent 3. CitylTe,vm Cleric 4.Electrical Inspector 5.Plumbinglnspedo 6. Other Lonta6t Person: Phone : I Subcontractoo's�nsnrsnca 2012 { . ti �Pc66c� GIB 4x wWC E�f�cy� �Ce€cy 5`lC[R 061�GIda" i : iE�t�4G�G�@ Q21t� �E�C�B��tC66B E�ect�ve gate at�ahn All Cape Garage Door 508-398-2757u 06/01/04 10/07/12 06/01/04 12/01/15 Baxter Nye Engineering&Surveying 508-771-7622 08/11/05 09/29/12 08/20/04 11/20/15 Campbell,William 508-790-3517 08/26/04 08/26/12 07/13/04 08/01/15 Cape Cod Marble&Granite 508-771-2900 07/01/05 07/01/13 08/16/05 11/13/15 Cape Concrete Forms 508-922-1910 06/05/07 09/29/12 12/07/07 11/13/15 Carpet Barn Inc 508-548-1443 01/01/06 05/01/13 01/01/05 07/01/15 Chaves,Robert 508-362-9929 08/13/04 08/13/12 12/17/04 11/13/15 Christopher Costa&Associates,Inc. 01/22/08 08/27/12 02/06/07 12/13/15 Coy's Brook,Inc 508-394-8442 04/24/04 04/24/13 09/21/04 12/13/15 Davids Building&Remodel 508-428-3214 01/01/07 01/01/13 06/14/04 12/01/15 Hill Construction 508-888-8154 04/29/07 04/29/12 08/14/04 06/01/15 Jeffrey Lauder 508-221-1046 12/09/06 04/05/1-2 DBA-N/A 06/01/15 Kitchen Appliance Mart 508-771-2221 08/12/04 08/12/12 01/01/05 12/01/15 MAP Insulation 508-888-3599 10/01/07 10/01/12 10/01/07 063/01/15 Northern Sealcoating 508-398-9474 10/01/07 10/01/12 04/01/07 12/01/15 Pastore Excavation Inc. 06/05/08 06/05/12 10/12/08 11/13/15 Wood Floor Specialists 508-888 3958 02/03/08 02/03/13 02/03/08 12/01/15 1 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction Supervisor License: CS-005645 rr BRLAN T DACEY,-` PO BOX 95 zz CENTERVILLE MA 02632 ,i J4i Expiration Commissioner 04/19/2016 Affidavit of Substantial Financial Interest 1, Dg of v�l a�.� , on oath depose and state as follow : I am an applicant for a building permit for the Droperly located a M �, P cel b�J The address of the property is cewn) 2. ave % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above: Name P"*, AY�A Wiz, Address wwdd",r� L 77 4. Within the last twelve months, from today's date, which is �(2�s( � , I have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application: Map/Parcel Address 5. Within this calendar year, I have submitted building permit applications-for property in which I have a 1% or greater legal or equitable interest. 6. Within the last ten days, I have submitted 0. building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month,.I have submitted () building permit applications for property in which I have a 1% legal or equitable interest. 8. Within this month, I have received 0 building permits for property in which I have a 1% legal or equitable interest. Signed under the pains and penalties of perju Zthniov day of 1_::)7 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT try ID Home Energy g IRatin Certificate Rating Number Certified Energy Rater Chris Mazzola 47 Ocean Street Rating Date 10/19/2015 Centerville, MA Rating Ordered For Bayside Builders - - Estimated Annual Elergy3jCosf Use MMBtu Percent 5 Stars Plus Projected Rating Heating 43.0 9� HERS Index: 65 Cooling 4.1 18% Hot Water 9.4 1% Projected Rating: Based on Plans - Field Confirmation Required. Lights/Appliances 15.3 69% Genera[Information - o� Photovoltaics 0 0 09' Conditioned Area 1623 sq. ft. House Type Single-family detached Service Charges 3% Conditioned Volume 16971 cubic ft. Foundation More than one type Total 71.8 100% Bedrooms 2 Criteria Mechanlca'lSystems-f.eatures This home meets or exceeds the minimum criteria for the following: 2012 International Energy Conservation Code Heating: Fuel-fired air,distribution, Natural gas, 95.0 AFUE. Heating: Fuel-fired air.distribution, Natural gas, 95.0 AFUE. Water Heating: Instant water heater, Natural gas, 0.94 EF, 0.0 Gal. Duct Leakage to Outside 38.00 CFM25. Ventilation System Exhaust Only: 39 cfm, 6.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building Shell Features' Ceiling Flat R742.0 Slab R-0.0 Edge, R-10.0 Under Sealed Attic NA Exposed Floor R-30.0 Vaulted Ceiling NA Window Type U-Value: 0300, SHGC: 0.300 Above Grade Walls R-21.0 Infiltration Rate Htg: 2.50 Clg: 2.50 ACH50 Energy Raters of Mass achusettes Foundation Walls R-0.0 Method Blower door test 180 State Rd Suite 2 Upper Lights and Appliance Features, Saga more Beach MA 02562 508-833-3100 Percent Interior Lighting 100.00 Range/Oven Fuel Electric info@energycodehelp.com Percent Garage Lighting 100.00 Clothes Dryer Fuel Electric Refrigerator (kWh/yr) 691.00 Clothes Dryer EF 3.01 • Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. stry ID Home EnergyRahn Certificate Regiumber 22014 454 g Rating Number 22014 Certified Energy Rater Andrew Popielarski 47 Ocean Ave. Rating Date 07/08/2016 Centerville, MA 02632 Rating Ordered For Bayside Builders Estimated Annual Energy Cost: WW *WW Use MMBtu Cost Percent 5 Stars Plus Heating 49.9 $747 40% Confirmed Cooling 3.8 $206 11% HERS Index: 65 Efficient Home Comparison: 35% Better Hot Water 9.1 $116 6% Lights/Appliances 15.6 $793 43% Generallnform ation Photovoltaics -0.0 $-0 -0% Conditioned Area 1623 sq. ft. House Type Single-family detached Service Charges $0 0% Conditioned Volume 15685 cubic ft. Foundation Unconditioned basement Total 78.4 $1862 100% Bedrooms 2 Criteria MechdtllCal'SySterTts Features This home meets or exceeds the minimum criteria for the following: Heating: Fuel-fired air distribution, Natural gas, 95.0 AFUE. 2012 International Energy Conservation Code Water Heating: Instant water heater, Natural gas, 0.97 EF, 0.0 Gal. Cooling: Air conditioner, Electric, 14.0 SEER. Duct Leakage to Outside 47.00 CFM25. Ventilation System Exhaust Only: 72 cfm, 15.0 watts. Programmable Thermostat Heat=Yes; Cool=Yes Building She l°features. Ceiling Flat NA Slab None Sealed Attic R-48.0 Exposed Floor R-38.0 ri Vaulted Ceiling R-48.0 Window Type U-Value: 0.300, SHGC: 0.310 Certified HERS Rating Company Above Grade Walls R-25.0 Infiltration Rate Htg: 731 Clg: 731 CFM50 Energy Raters of Mass Foundation Walls R-0.0 Method Blower door test 180 State Road Suite 2 upper �Appliance Features Sagamore Beach, Ma. Lights and 888-503-2233 Percent Interior Lighting 90.00 Range/Oven Fuel Electric Info@energycodehelp.com Percent Exterior Lighting 100.00 Clothes Dryer Fuel Natural gas Refrigerator (kWh/yr) 633.00 Clothes Dryer EF 2.67 Dishwasher Energy Factor 0.46 Ceiling Fan (cfm/Watt) 0.00 Certified Energy Rater: REM/Rate- Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. © 1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. F I I� 0 IJ] )n5.SI-E: 7 Gem AVE MA • t Vt INSTALLED BUILC!NG PRODU ICTS PO 30x 2 309 SAGAMORI- a:c}i: Mrs 025E2 IINSljl_Ar10N CER,;FIC.F,TiCN-PER IECC 303.1.1 BA i T•INSULATION . 1 Exterior w:3ils: fi 73kn l Type: . ru- 0-WSA+SCr&L --------- �___ anUfacfurer. R-Valcie: Z Exterior s+-alls jother}; Type: Interigr"Walls/Stairwell: - — Vlanu'facturer,Vtt.l�� C��r�R-Vaue: Basement Ceiling; , Type: 1= Flat"Ceilings: _. Type: i -Mal7ufacturer. :b£nn, R-Valu.e: 3�} Sloped Ceilings: -- Type: __---_,_ManufaCtlsrer; ----------=--____ R-value; BLOVV t. I ,ER LASS<�R CELL uLOSE) Exterior walis: Type: Settled Thickness: ct,,rer` "Installed thickness Settled h,Value: .. Coverage,Area: .____._.___,Installed density Number cf f3zt s: f- Flat Cililin.gsy Type: r r Settled Maness.: --Installed t lckness: value:____ Ccverage Area: __ installed densitv'._��� ! - Nur ber of 5ag5:: Sloped 'ceiiinFs.: . Type: -----------._. ,^.�r n of a CUl rE•r• l Settled T'hickress: - _— instplied thickcess:, Seit.leca R l'alue: Coverage lrej- --_____ Installed density:_ NUmher of Sa ' I _ RY. ForAVIAP Installed Biti cling Proelu ---_Y Air Leakage Property Organization HERS Bayside Builders Home Energy Raters LLC. Confirmed 47 Ocean Ave. 888-503-2233 07/08/2016 Centerville,MA 02632 Andrew Popielarski Rating No:22014 RaterID:5363711 Weather:Barnstable, MA Builder Ocean Ave 47 Bayside Builders Ocean Ave 47 C.blg Whole House Infiltration Blower Door Test Heating Cooling Natural ACH 0.17 0.13 ACH @ 50 Pascals 2.80 2.80 CFM @ 25 Pascals 466 466 CFM @ 50 Pascals 731 731 Eff. Leakage Area (sq.in) 40.1 40.1 Specific Leakage Area 0.00017 0.00017 ELA/100 sf shell (sq.in) 0.75 0.75 Duct Leakage Leakage to Outside Units Main CFM @ 25 Pascals 47 CFM25 / CFMfan 0.0297 CFM25 / CFA 0.0290 CFM per Std 152 N/A CFM per Std 152 / CFA N/A CFM @ 50 Pascals 74 Eff. Leakage Area (sq.in) 4.05 Thermal Efficiency N/A Total Duct Leakage Units CFM25/CFA Total Duct Leakage - 0.0290 Ventilation Mechanical Exhaust Only Sensible Recovery Eff. (%) 0.0 Total Recovery Eff. (%) 0.0 Rate (cfm) 72 Hours/Day 13.0 Fan Watts 15.0 Cooling Ventilation Natural Ventilation ASHRAE 62.2 - 2010 Ventilation Requirements For this home to comply with ASHRAE Standard 62.2 - 2010 Ventilation and Acceptable Indoor Air Quality in Low-Rise Residential Buildings, a minimum of 39 cfm of mechanical ventilation must be provided continuously, 24 hours per day. Alternatively,an intermittently operating mechanical ventilation system may be used if the ventilation rate is adjusted accordingly. For example, a 77 cfm mechanical ventilation system would need to operate 12 hours per day, as long as the system operates to provide required average ventilation once each hour. REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. H O M E P E IR F O fRMA H C E HEQ de More Energy ENERGY 150 WITH MASS NEW Existing 1140 30 IRAT I H G Homes HOMES REBATE Standard I 100 C E IRT 8 F I CAT E New Home j 90 80 70 This Hame 60 65 50 40 30. .. 20 Zero Energy Igloo Home Less Energy Estimated Annual Energy Cost Estimated Annual Energy Consumption 2000 _ 1-862 80.0 i—- 78.0 f 1500 , — — 60.0- 50.0 k 1000 t 74' _793 m 40.0 - —.. 500 € 20.0 - i 0 4-� —Q, - on on on a 0J 6 p0 on an D C c c 0_ V On C C C 0- U y .N 0 01 O L 41 0on H L 0 O j y � O Ln Address 47 Ocean Ave. > Annual Estimates* Certified HERS Rating Company Centerville,MA 02632 Electric(kWh): 6154 Energy Raters of Mass House Type Single-family detached Natural gas(CCF): 575 180 State Road Suite 2 upper Cond. Area 1623 sq. ft. CO2 emissions(Tons): 7 Certified Rater Andrew Popielarski Rating No. 22014 Annual Savings**: $1369 Rater ID 5363711 Issue Date July 12, 2016 Registry ID 086685454 Certification Verified * Based on standard operating conditions Rating Date 07/08/2016 ** Based on a HERS 130 Index Home Signature REM/Rate-Residential Energy Analysis and Rating Software v14.5.1 This information does not constitute any warranty of energy cost or savings. ©1985-2014 Architectural Energy Corporation, Boulder, Colorado. The Home Energy Rating Standard Disclosure for this home is available from the rating provider. 4 ' ihie d industries, Inc. ForceField° FireGuard"' E-84 Intumescent Paint SAFETY DATA SHEET - COMPLIES WITH USDL SAFETY AND HEALTH REGULATIONS 29CFR1910.1200 SECTION 1' COMPANY AND PRODUCT IDENTIFICATION Product Name: ForceField FireGuard E-84 Intumescent Paint Date Printed: 12/9/2015 Product Use/Class: Intumescent Paint Product ID: F FGDE-84 Supplier: Shield Industries, Inc. Manufacturer: Shield Industries,Inc. Address: 131 Smokehill Lane Address: 131 Smokehill Lane Woodstock,GA 30188 -USA Woodstock,GA 30188 -USA Telephone: 770-517-6869 24 Hour Emergency Hotline: 800-535-5053 SECTION 2 HAZARDS IDENTIFICATION Cateizory Physical hazards: Not classified as hazardous.. Not applicable Health hazards: None Not applicable Skin irritation Not applicable Specific target organ toxicity, Not applicable single exposure Environmental hazards: Not classified. OSHA defined hazards: Not classified. Label elements: None Required. Signal word: None Required. F Hazard statement: None Required Precautionary statements: None Required Hazard(s)not otherwise classified(HNOC): Not classified as PBT or vPvB. Supplemental information: None. . Y z SDS—ForceField FireGuard E-84 Intumescent Paint SECTION 3 COMPOSITIONANFORMATION ON COMPONENTS COMPONENTS CAS NUMBER % Water 7732-18-5 25 -50% Titanium dioxide 13463-67-7 10- 15 % Ammonium polyphosphate 68333-79-9 20 -25 % 1,3,5-Triazine-2,4,6-triamine 108-78-1 5 - 10% Pentaerythritol 115-77-5 5 - 10% Polymer(Proprietary) Trade secret * 10 - 15 % * Designates that a specific chemical identity and/or percentage of composition has been withheld as a trade secret. Additional Information: Substances in the product which may present a health or environmental hazard,or which have been assigned occupational exposure limits,are detailed below: None SECTION 4 FIRST AID MEASURES Eyes: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Keep eyes wide open and continue rinsing. Get medical attention if irritation develops and persists. Skin: Not normally required. If on skin,wash thoroughly with soap and water. If on clothes,remove clothing. Get medical attention if irritation develops and persists. Inhalation: Not normally expected as a route of exposure. Treat symptomatically. If symptoms of overexposure develop,remove to fresh air. If symptoms persist, consult a physician. Ingestion: Give 8 to 16 ounces of water to dilute substance. Consult a physician or local Poison Control Center.Never give anything by mouth to an unconscious person. Most important symptoms/effects, acute and delayed: None known. Indication of immediate medical attention and special treatment needed: None known. General information: Show this safety data sheet to the doctor in attendance,if medical assistance is sought. 2 SDS—ForceField FireGuard E-84 Intumescent Paint SECTION 5. FIRE FIGHTING MEASURES Suitable extinguishing media: In case of fire: Use COz,dry chemical,or foam. Unsuitable extinguishing media: . None anticipated. Specific hazards arising from the chemical: Combustion or thermal decomposition will evolve toxic and/or irritant vapours. Forms oxides of carbon,nitrogen,phosphorus,silicon,titanium,as well as ammonia, amines, hydrogen cyanide and aldehydes. Special protective equipment and precautions for firefighters: Firefighters should use standard protective equipment including flame retardant coat, helmet with face shield,gloves,rubber boots,and self-contained breathing apparatus (SCBA). Fire-fighting equipment/instructions: Move containers from fire area if you can do so without risk. Containers should be cooled with water to prevent vapour pressure build up. Specific methods: Use standard firefighting procedures and consider the hazards of other involved materials. Move containers from fire area if you can do so without risk. In the event of fire and/or explosion do not breathe fumes. General fire hazards: None known. SECTION 6 ACCIDENTAL RELEASE MEASURES Personal precautions,protective equipment and emergency procedures: Keep unnecessary personnel away. Keep people away from and upwind of spill/leak. Wear appropriate protective equipment and clothing during clean-up. Environmental precautions: Avoid release to the environment. Avoid discharge into drains,water courses or onto the ground. Prevent further leakage or spillage if safe to do so. Inform appropriate managerial or supervisory personnel of all environmental releases. Methods and materials for containment and cleaning up: Contain spillages and then collect with sand,earth,diatomaceous earth,vermiculite,or any other suitable adsorbent material. Collect spillage. Transfer to a container for disposal or recovery. Following product recovery,flush area with water. If possible prevent water running into sewers. Reference to other sections: Foi waste disposal, see section 13 of the SDS. 3 SDS—ForceField FireGuard E-84 Intumescent Paint SECTION 7 HANDLING AND STORAGE Precautions for safe handling: I Avoid contact with skin and eyes. Wear appropriate personal protective equipment. Smoking, eating and drinking should be prohibited in the application area. Wash hands thoroughly after handling. Avoid release to the environment. Observe good industrial hygiene practices. Advice on protection against fire and explosion: None—Product is non-combustible Conditions for safe storage,including any incompatibilities: Keep cool. Do not store at temperatures exceeding 122 °F(50'Q. Protect from freezing. Containers which are opened must be carefully resealed and kept upright to prevent leakage. Observe label precautions. Avoid storing in the presence of strong acids. SECTION 8 EXPOSURE CONTROLS/PERSONAL PROTECTION Occupational exposure limits: US.ACGIH Threshold Limit Values Components CAS Type Value None established. Unlikely to be hazardous by inhalation. Appropriate engineering controls: Not normally required. Individual protection measures,such as personal protective equipment: Eye/face protection: Wear safety glasses with side shields(or goggles). Hand protection: Wear appropriate chemical resistant gloves (Butyl rubber,Neoprene, or Natural rubber). Check with protective equipment manufacturer's data. Skin protection/Other: Wear appropriate chemical resistant clothing. Use of an impervious apron is recommended. Respiratory protection: Not normally required. Thermal hazards: Not normally required. General hygiene considerations: When using, do not eat,drink or smoke. Always observe good personal hygiene measures,such as washing after handling the material and before eating, drinking, and/or smoking. Routinely wash work clothing and protective equipment to remove contaminants. Environmental exposure controls: 4 �l SDS—ForceField FireGuard E-84 Intumescent Paint Do not allow to enter drains,sewers,or waterways. SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES Appearance: Physical state: Liquid Form: Viscous emulsion. Color: White to off-white. Odor: Characteristic,Mild. Odor threshold:. Not available. PH: 8.0—9.0 Melting point/freezing point: Not available. Initial boiling point and boiling range Not available. Flash point: , >200 OF (93 °C) Evaporation rate: Aproximately 1 (water= 1) Flammability(solid,gas): Not applicable. Upper/lower flammability or explosive limits: Flammability limit—lower(%): Not'available. Flammability limit—upper(%): Not available. , Explosive limit-lower(%): Not explosive. Explosive limit-upper(%): Not explosive. , Vapor pressure: Not available. Relative Vapor density: Not available. Relative density: 1.35 +/-0.02 Solubility(water): Dispersible in water. Partition coefficient(n-octanol/water): Not available. a Auto-ignition temperature: Not applicable. Decomposition temperature: Not available. Viscosity(kinematic cSt @ 40°C): Not available. Other information: VOC Level: <0.3% (weight/weight) VOC Content: 4.08 g/1 Solids: 52—55 % SECTION 10 STABILITY AND REACTIVITY Reactivity: The product is stable and non-reactive under normal ambient conditions of use,storage and transport. Chemical stability: Material is stable under normal conditions. Possibility of hazardous reactions: None anticipated: Conditions to avoid: Avoid contact with heat, and incompatible materials. Incompatible materials: Strong acids. Hazardous decomposition products: SDS—ForceField FireGuard E-84 Intumescent Paint At temperatures over 200 C, or under fire conditions, thermal decomposition will evolve toxic and irritant vapours. Forms: oxides of carbon,nitrogen,phosphorus,silicon,titanium,as well as ammonia,amines,hydrogen cyanide, aldehydes and other low molecular weight organic compounds. SECTION 11 TOXICOLOGICAL INFORMATION Information on likely routes of exposure: Skin contact: May cause very mild skin irritation. Eye contact: Direct eye contact may cause mild irritation to the eyes Symptoms related to the physical,chemical and toxicological characteristics: None known. Information on toxicological effects of components: Acute toxicity: Components CAS# Test Species Test Results Titanium 13463-67-7 Acute Oral LD50 Rat >5,000 mg/kg dioxide Inhalation Risk LC50 Rat >6.82 mg/1 (4 hr. air) Skin corrosion/irritation: Not likely to cause skin irritation and/or dermatitis. Serious eye damage/eye irritation: Not likely to cause eye irritation. Respiratory or skin sensitization: Respiratory sensitization: Not expected to cause respiratory sensitation.. Skin sensitization: This product is not expected to cause skin sensitization. Germ cell mutagenicity: No data available. Carcinogenicity(Component data): IARC* ACGIH NTP OSHA Titanium dioxide(CAS# 13463-67-7) 2B No No No * IRAC Group 2B—Possibly carcinogenic to humans. OSHA Specifically Regulated Substances(29 CFR 1910.1001-1050): Not listed. Repeated dose toxicity: No data. Specific target organ toxicity-single exposure: No data. Teratogenicity: No data. Aspiration hazard: No data. SECTION 12 ECOLOGICAL INFORMATION Ecotoxicity: Toxicity to aquatic life is expected to be minimal based upon components. Acute Toxicity(Component data): 6 SDS—ForceField FireGuard E-84 Intumescent Paint Components/CAS Test Species Test Results Titanium Dioxide Aquatic Fish LC50 Fathead minnow > 1,000 mg/l,96 hr. Aquatic invertebrates LC50 >500 mg/1,48 hr. Long Term Toxicity: No data available. Persistence and degradability: No data available. Bioaccumulative potential: No data available. Mobility in soil: No'data available. Results of PBT and vPvB assessment: Not classified as PBT or vPvB. Other adverse effects: None known. SECTION 13 DISPOSAL CONSIDERATIONS Waste treatment/disposal instructions: Disposal should be in accordance with local, state, or national legislation. Consult an accredited waste disposal contractor or the local authority for advice. Waste from residues/unused products: Do not dispose of waste into sewer. Do not contaminate ponds,waterways or ditches with chemical or used container. Send to a licensed waste management company. Dispose of in accordance with local regulations. Contaminated packaging: f Exercise caution as empty containers or liners may retain some product residues. Do not re-use empty containers. Empty containers should be taken to an approved waste handling site for recycling or disposal. SECTION 14 TRANSPORT INFORMATION DOT UN number: Not applicable UN proper shipping name: Refractory Paint Transport hazard class(es): Class: Not applicable Subsidiary risk: - + Label(s): Not applicable Packing group: Not applicable Special precautions for user: Read safety instructions, SDS and emergency procedures before handling. Read safety instructions, SDS and emergency procedures before handling. Environmental hazards: No 7 r SDS—ForceField FireGuard E-84 Intumescent Paint Special provisions: None Assigned Packaging exceptions: None—Not classified as dangerous for transportation Packaging bulk: Transport in bulk according to Annex II of MARPOL73/78 and the IBC Code: Not applicable. IATA UN number: Not applicable UN proper shipping name: Refractory Paint Transport hazard class(es): Class Not applicable Subsidiary risk - Label(s) Not applicable Packing group Not applicable Environmental hazards No ERG Code Not applicable Special precautions for user: Read safety instructions, SDS and emergency procedures before handling. Read Safety instructions, SDS and emergency procedures before handling. Packaging bulk: Transport in bulk according to Annex II of MARPOL73/78 and the IBC Code: Not applicable IMDG UN number: Not applicable UN proper shipping name: Refractory Paint Transport hazard class(es): Class: Not applicable Subsidiary risk: - Label(s): Not applicable Packing group: Not applicable Environmental hazards: Marine pollutant: No Special precautions for user: Read safety instructions, SDS and emergency procedures before handling. Read safety instructions, SDS and emergency procedures before handling. Packaging bulk: Transport in bulk according to Annex II of MARPOL73/78 and the IBC Code: Not applicable SECTION 15 REGULATORY INFORMATION US federal regulations: This product is not a"Hazardous Chemical" as defined by the OSHA Hazard Communication E Standard,29 CFR 1910.1200. All components are on the U.S. EPA TSCA Inventory List or polymer exempt. CERCLA Hazardous Substance List(40 CFR 302.4) No Listed materials. 8 SDS—ForceField FireGuard E-84 Intumescent Paint SARA 311/312—Superfund Amendments and Reauthorization Act of 1986: . Hazard categories: Immediate Hazard No Delayed Hazard No Fire Hazard No . Sudden Release No Reactivity No SARA 313—Toxic Chemicals(40 CFR 372): No Listed materials. SARA 302 Threshold Planning Quantity: Not regulated. Other federal regulations: Clean Air Act(CAA) Ozone-Depletion Potential: This product neither contains,nor was manufactured with a Class I, or Class II ODS as defined by the U.S. Clean Air Act Section 602(40 CFR 82, Subpt. A,App. A+B). US state regulations: California Proposition 65: This product does not contain any chemicals known to the State of California to cause cancer, birth,or any other reproductive effects. NEW JERSEY: Titanium dioxide CAS 13463-67-7 Pentaerythritol CAS 115-77-5 PENNSYLVANIA: Titanium dioxide CAS 13463-67-7 1,3,5-Triazine 2,4,6-Triamine' CAS 108-78-1 Pentaerythritol CAS 115-77-5 SECTION 16 OTHER INFORMATION NFPA RATING: HEALTH: 1 FLAMMABILITY: 0 REACTIVITY: 0 HMIS RATING: HEALTH: 1 FLAMMABILITY: 0 REACTIVITY: 0 Personal protection rating to be supplied by user depending on use conditions. . PREPARATION INFORMATION: DATE CREATED: ' 01/01/06 LAST REVISION: 11/11/2015 CREATED/REVISED BY: R.Lasnik This information relates only to the specific material designated herein and does not relate to use in combination with any other material or in any process. Such information is to the best of our knowledge and belief,accurate and reliable as of the date compiled. However,no representation,warranty or guarantee is made as to its accuracy, reliability, or completeness. It is the user's responsibility to satisfy himself as to the suitability and completeness of this information for his own particular use. We do not accept liability for any loss or damage that may occur from the use of this information nor do we offer warranty against patent infringement. 9 SDS—ForceField FireGuard E-84 Intumescent Paint , End of SDS 4 10 �J . ForceField® FireGuard E-84® (SihiLeldndustries,. lnc. Intumescent Paint For Gypsum/ Wood I I , Application Conditions :Substrates&Surface Preparation Generic Type Water-based intumescent coating designed for the fire General Prior to application surfaces need to be cleaned by ' protection of interior gypsum and wood. removing all oil,grease or any loose particles that may Description Thin film intumescent coating that creates a fire interfere with the bond of FireGuard E-840. retardant and fire resistant barrier on a wide range of Performance Data interior building surfaces including gypsum,wood,and I steel(see Tech Data sheet for steel). Standards Tested To Results ; ASTM 2768 Flame spread-0 Smoke Index-5 { Features -ASTM E-119 ASTM E-84 Tested ASTM E-84(30 minute) -Decorative Finish-Gives a smooth decorative finish.-- ASTM E-119 1&2 Hour on gypsum and wood 1 -Can be topcoated to color choice. UL 263 wall and floor/ceiling assemblies. Smooth/Flat surface NFPA 251 I -can be brushed on,rolled on,or sprayed on ULC-S-101 -Durable finish-Provides a hard,impact and abrasion iresistant surface i -Topcoat finishes smoothMixing&Thinning f -Thin film coating-space saving smaller column footprints -Low VOC content - Mixer Use A"electric or air driven drill with a slotted paddle -LEER compliant mixer(300rpm under load). 1 _ I Color White Mixing fireguard E-841 must be mixed using a Y:"electric or Finish Smooth air driven drill with a slotted paddle or jiffy mixer. blade.Mix material for a minimum.of 5 minutes to Primers Can be used as a finished coat or a primer. achieve the necessary texture required before spraying. Fireproofing For interior space a topcoat is Topcoats optional.The choice of topcoat will depend on project Thinning Do not thin. requirements and mil thickness of intumescent coating Application Pr• •• Wet Film Up to 40 mils per coat Thickness Brushed or Rolled generally creates a it to 12 mil wet Dry Film Up to 21.60 mils per coat application.Multiple coats will be required t Thickness f to meet specifications to the job requirements.Allow each coat to completely Solids Content By volume 54% dry to touch before applying next coat. Coverage rate 866ft' at 1mil Airless Spray A single coat,built up with a number of quick 86ft= at 10mil passes,allows greater control over 28.9ft' at 30mil quantities,thickness and finish.In most Allow for loss in mixing and application. conditions,it is advantageous to apply two thin coats rather than one thick coat VOC Content 3.6 g/I Application Rates At an ambient temperature of 70'F(21•C), Limitations Not for use on exterior environments or for interior the following application rates are steelwork that will be exposed to freeze/thaw cycling applicable: or long-term surface temperatures over 140`F(60°C)in Up to 40 mils(1.14 mm)_per coat(wet) i normal use 24 hour recoat time between coats } I 1 coat per day `Fireguard a-84®can be recoated when previous coat - has a share D hardness of 50 measured at 70°F(21'C) July 2012. t This technical data sheet was designed incorporating information to the best of knowledge that was true and accurate on the date that this information was published.No guarantee of accuracy is given or implied.we guarantee our products to conform to Shield Industries quality control.No other warranty of any kind is made by Shield Industries,Inc. To determine needs for specific application and correctness of use it is important to reference manufacturer specification sheets and contact Shield Industries directly.Forcel ield°,FireGuard*&FireGuard E-846 are registered trademarks of Shield Industries,Inc Shield Industries,Inc. I 131 Smokehill Lane.Woodstock,GA 30188 (770)517-6869 ( I I . . l Cleanup Pump,Gun,Tips,Hoses,and Mixers should be cleaned Wet Film Thickness Frequent thickness measurements with a once per day with clean water. wet film gauge are recommended during the Safety It is recommended protective equipment should be worn application process to ensure uniform when applying Fireguard E-84®,including spray suits,eye thickness protection,gloves,and respirators.Refer to Fireguard E- 84®Material Safety Data Sheet. Dry Film Thickness Final thickness can be measured usi-ig an Ventilation Ventilation should not be less than 4 complete air electronic dry film thickness gauge. exchanges per hour until the material is dry. Positector 200 or equivalent may be:used. Wet mil thickness dries to 54%. Maintenance 20mil wet=10.6mil dry I , General If coating becomes damaged,rebuild required thickness Application ' Guidelines by spray,brush or roll.When dry smooth and finish with j topcoat to match.Damaged areas must be abraded back Listed below are general equipment guidelines for the application of this product when to a firm edge by sanding or scraping.The topcoat should spray applied. be abraded back 1"(25.4 mm)from the damaged area. Airless Spray Airlessco LP540 or equivalent The surface must be clean and dry before applying Fireguard E-84 . i Spray Gun Standard airless spray gun , Testing/Certifications Spray Tips 0.019"-0.021" Uncertainty Measurement in Guardian's Fire Testing is less than 1%as per ASTM E 2536-06. Fan Size 4"-10"(depending on section being sprayed) Guardian is accredited and meets the requirements of ISO/IEC 17025 as Hose Length 150'(45m) verified by ANSI/ASQ National Accreditation Board/A CLASS.Refer to certificate and scope of accreditation report AT1247.Guardian also is Material Hose 3/8"(9.25mm)I.D.minimum accredited as an agency inspection a p g y per ISO 17020 through ANSIJASQ National Accreditation Board/ACLASS,Report 1547. Whip Hose Ya"(6.35 mm)LID minimum(optional) N.B.:ANSI/ASQ/ACLASS is a signatory member of the International Application Conditions Laboratory Accreditation Cooperation's(ILAC)Mutual Recognition- Arrangement(MRA). Condition Material Surface Ambient Humidity ANSI/ASQ/ACLASS accreditation of Guardian ensures global recognition for Guardian's services. Minimum 70°F(21-C) 50-F(10-C) 50-F(10-C) 0% Maximum 100`F 125•F(52-C) 110-F(43•C) 851yo (38`C) Storage, ' Fireguard E-840 must be protected from exposure to weather.Protect from freezing. Shelf Life 1 year from production date *Shelf Life:(actual stated shelf life)when kept at Curing Schedule recommended storage conditions and in unopened original container. Surface Temp.&50%Relative Dry to Recoat Humidity Shipping Weight approximately 11 Ibs per gallon(1.44 kg/1) 77-F(25°C) 24 Hours *It is recommended to apply one coat per day.Drying time will vary with temp.Thinner Storage Store indoors in a dry environment between 33°F-100°F coats as well as air movement will help drying time.Another coat of Fireguard E-840 can (1'C-38'C).Protect from freezing. be applied when previous coat has a Shore D hardness of 50 measured at 70'F(21•C).It packaging can be top coated when a hardness of 60 is achieved. 5 Gallon 55 Gallon Tote July 2012. This technical data sheet was designed incorporating information to the best of knowledge that was true and accurate on the date that this information was published.No guarantee of accuracy is given or implied.We guarantee our products to conform to Shield Industries quality control.No other warranty of any kind is made by Shield Industries,Inc.To determine needs for specific application and correctness of use it is important to reference manufacturer specification sheets and contact Shield Industries directly.ForceReld',FreGuard'&FireGuard E•84'are registered trademarks of Shield I Industries,Inc �( Shield Industries,Inc. 131 Smokehid Lane.Woodstock,GA 30188 (770)517-6869 r' r _ 4 t M e d �ra`"wa-.-dw...w.:: �=��.�...+-.�-v.:.��d�f -�. .... �,,,���y*�—'�• ate* .,,,,.,,, �� • .. yr: '. _. t�l J ge- 16 tmv ro" • * IAl :3' t� • rF .f -• � nr�4 kit T oil It©� Rea .to.use Quick f sorm !a fog" t �. 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Sa pennldrlapenataft del anua.Los piso¢de madera d las delxt set Ikea y ester nhreladas.Repare todos los defector'No pt mes ae i(8"(3 mm)deben coWderarse juntas de egmsi6n.La " tW4 re ° ROM Rm FA edGu&��vo de las gdetaa Wdlizarala el lade tflsna" Rsleta de rmuras en V da 3f18"x'l l4' (5 x 6 mm)o con ° o a�ee con a lado piano y$plane IN dwjWes has%obtener una capa y 'UMa una minima�urvalente a to medtda dla a b d 04 Mftto can ter p es deben retlenarse con membranes Pare un a \� 0p des t l ode 25-30 m de putgasfa(0.76 mm)cam°eO - - C18 mtfe wn con membrane antes de la a0mcwt6n.mole W '�► aUst�4ulo%45�° o um peft can mnums eri V'de 3n 6"x 1/4"(5 x 6 mrrd•Si n� s �s�►tm Ada u�y 0 WesV= a.Sl usa ui mMild;a*ue abundance cam d°rts del e h 3At �D�eA can u ,ice Y cOO-* a Y m"n —*Jftft Mai terponlendo cads p�de mddto sobre Ps rft�a o ha gn' o de la Y Poo extfenda dicta cap 6"115 cm}hacapmw dO+ ma, s' Oar cue Crier tnsfatactbn W coow ewe a c Y onleado laa parade$de mdlgo o paw Otra P �M , n t etowun p code Y 23W 09,con un de is 1,o.atrededu j1 art-1 °°" ►a una vet - at � con cpfe 1a pdmera many�_ t Y aptl4ue-no segunda maw PeMendicularmeMe eats i l8 superttcie forma Fa aka h PUB �des o O"iKt *ft y no debe set superior a tar so de� 4 '000' c°c and so necestta un grosor mintma des 26 d• s' Ydo �dedr et»a� 'a �,.� %,*xQ Juno y ester nh*ado con el pfam7> �a `S "'i t 1 de' ode 12"x 12"(30 z 30 ca)MOO �prre a giA ''t�cep ec :M mw*acKtenar del Q fmc�r cortfacEo can com9�'� 5 0���• rl � h4ria Para ores> .1ZO a 140 pies ` r fifi`'" con cm"qw er n bra "1°"oND cow r* am%"� s me"P" �tl'`°a�s Mom"_' mm 141i Ma Arreas C1� ►� �t ar, I RedGard@ Waterproofing and Crack Prevention Membrane / TDS-104 RedGard@ Waterproofing and Crack Prevention Membrane 1 Product Name RedGard@ Waterproofing and Crack Prevention Membrane 2 Manufacturer Custom Building Products t Technical Services 10400 Pioneer Boulevard,Unit 3 Santa Fe Springs,CA 90670 m �, Customer Support: 800-272-8786 Technical Services: 800-282-8786 uw. a.wssoM,w..+•+'��`r, Fax: 800-200-7765 Email:contactus@cbpmail.net custombuildingproducts.com Limitations to the Product 3 Product Description • Do not apply to surfaces that may drop below 40OF(4°C)within 72 A ready-to-use elastomeric waterproofing membrane for both hours of application. commercial and residential tile and stone application.Suited for • Do not apply over wet surfaces or surfaces subject to hydrostatic interior and exterior substrates,RedGard@ creates a continuous pressure. waterproof membrane barrier with outstanding adhesion and reduces Do not use to bridge or cover over existing expansion,control, crack transmission in tile and stone floors.It bonds directly to clean metal drains,PVC,stainless steel and ABS drain assemblies and can construction,cold or saw cut joints; use Crack Buster@ Pro Membrane be used as a slab-on-grade moisture vapor barrier under all types of for control,cold or saw cut joints. floor coverings. . Do not use as an adhesive. Key Features • Do not use as a wear surface;the membrane must be covered with tile or other permanent flooring. • Ready to use-Roll it on . Do not use solvents in conjunction with the membrane • Quick dry formula • Listed with IAPMO for use as a shower pan liner Packaging Suitable Substrates • 1 gallon(3.78 L)pail • 3.5 gallon(13.2 L)pail • Concrete,cement mortar, masonry • Cement Backerboard 4 Technical Data • Exterior Plywood and OSB(interior,dry areas only) Applicable Standards • Exterior Decks-Contact Technical Services • Post-Tension Concrete-Contact Technical Services American National Standards Institute(ANSI)ANSI A108.01,A108.17, A108.13,A118.10 and A118.12 American National Standards for the • Lightweight Concrete(min.2000 psi compressive strength) Installation of Ceramic Tile ASTM International(ASTM) • Gypsum-Based cement topping(min.2000 psi compressive strength) • Existing ceramic tile and resilient flooring • ASTM C627 Standard Test Method for Evaluating Ceramic Floor Tile Installation Systems Using the Robinson-Type Floor Tester Composition of Product . ASTM D638 Standard Test Method for Tensile Properties of Plastics RedGard@ is a liquid-applied elastomeric waterproofing material that Tile Council of North America(TCNA)TCNA Handbook for Ceramic Tile cures to form a monolithic membrane. Installation,TCNA Method E3171,F125&F125A Benefits of Product in the Installation • Easy to use and can be applied by roller,trowel or airless sprayer • Rated for extra heavy duty service • Reduces curing time with quick-dry formula • Isolates cracks to 1/8"(3 mm) • Suitable for waterproofing pools,spas and water features • Meets Uniform Plumbing Code specifications for use as a shower pan liner • Obtained the Notice of Acceptance(NOA)for Miami-Dade County SITOM�� . Published Date: 5/25/2016 RedGard® Waterproofing and Crack Prevention Membrane / TDS-104 RedGard® Waterproofing and Crack Prevention Membrane Approvals Exterior and wet areas must have proper sloping to drains.All surfaces RedGard®has tested and complies with Uniform Plumbing Code and must be structurally sound,clean,dry and free from contaminants that International Plumbing Code standards for use as a shower pan liner would prevent a good bond. Newly prepared concrete must be . per IAPMO Research and Testing,Inc.,File No.4244. RedGard®has troweled smooth and textured to a fine broom finish and cured for 28 tested and complies with International Building Code(IBC), days.Existing surfaces must be scarified and leveled,and all defects International Residential Code(IRC)and International Plumbing Code must be repaired.Cracks exceeding 1/8"(3 mm)should be treated inaccordance with TCNA F125 or TCNA F125A. (IPC)standards for water resistance per ICC Evaluation Service, ESR- 413.RedGard®complies with the Product Control Division of the Bonding to Lightweight Cement and Gypsum Surfaces Miami Dade County Building Code Compliance Office for waterproofing standards and has earned a Notice of Acceptance(NOA),File No.07- Lightweight or gypsum-based materials must obtain a minimum of 1010.16.RedGard®conforms to"safing material"requirements 2000 psi(13.8 MPa)compressive strength at the recommended cure established by the Wisconsin Administrative Code,Chapter Comm time.The underlayment must be sufficiently dry and properly cured to 84.30-6f. the manufacturer's specifications for permanent, non-moisture permeable coverings.Surfaces to be covered must be clean, Technical Chart structurally sound and subject to deflection not to exceed the current ANSI standards.Expansion joints must be installed in accordance with Property Test Method Requirement Typical Results local building codes and ANSI/TCNA guidelines.Prime all surfaces to receive RedGard®with properly applied manufacturer's sealer or with Fungus A118.10 No Growth Pass a primer coat of RedGard®,consisting of 1 part RedGard®,diluted Resistance Section 4.1 with 4 parts clean,cool water.In a clean pail,mix at low speed to Seam Strength A118.10 >8 Ibs/" 16 Ibs/2"(7.3 obtain a lump-free solution.The primer can be brushed,rolled or Section 4.2 width kg/5 cm)width sprayed to achieve an even coat.Apply the primer coat to the floor at Breaking A118.10 > 170 psi 484 psi(34 a rate of 300 ft/gallon(7.5 M/L)of reduced material.When dry,apply Strength Section 4.3 kg/cmz) at least one full coat of RedGard®to the.primed area. Dimensional A118.10 +/-0.7% 0.05% Vapor Barrier Stability Section 4.4 When used as a vapor barrier,apply one full coat(70 sq.ft.per Waterproofness A118.10 No Water Pass at 25 mils gallon)where vapor transmission is up to 8 Ibs, per 1000 sq.ft.per Section 4.5 Penetration dry day and two full coats(70 sq.ft.per gallon each coat)where Steam Shower ASTM E-96 <0.5 perms 0.35 perms vapor transmission is up to 12 lbs. per 1000 sq.ft. per day. Refer to Requirement Method E at 30 mils dry ASTM F1869 for more information on Vapor Transmission Testing. Shear Bond Strength to Cement Mortar Movement Joint Placement Four Week Shear A118.10 >50 psi 267 psi(18.8 Strength Section 5.5 kg/cmz) Do not bridge joints designed to experience movement.Carry these types of joints through the tile work.Clean the joint and install an open Shear Strength A118.10 >50 psi 89 psi(6.3 kg/ or closed cell-backer rod to the proper depth,as outlined in the Tile After Section 5.4 cmz) Council Handbook,E1171. Next compress sealant into the joint,coating Water Immersion the sides and leaving the sealant flush with the surface.When the System Crack Resistance sealant is dry,place bond-breaker tape over the joint.Apply a Standard A118.12 > 1/16"and < Pass at 30 mils minimum 3/64"(1.2 mm)of RedGard®over the joint and the Performance Section 5.4 1/8" dry substrate,following the instructions provided previously.Install the tile High A118.12 > 1/8" Pass at 30 mils work onto the membrane,but do not bridge the joint.After the tile Performance Section 5.4 dry work is properly set,follow the architect's and manufacturer's instructions to fill the joint with a specified color sealant. Point Load A118.12 > 1000 Ibs > 1000 psi Section 5.2 Robinson Test A118.12 As Specified 14 Cycles; Extra Section 5.3 Heavy Environmental Consideration Custom®Building Products is committed to environmental responsibility in both products produced and in manufacturing practices.Use of this product may contribute to LEED®certification. 5 Instructions General Surface Prep USE CHEMICAL-RESISTANT GLOVES,such as nitrile,when handling product. B CUSTOM­ Published Date: 5/25/2016 - RedGard®Waterproofing and Crack Prevention Membrane / TDS-104 RedGard® Waterproofing and Crack Prevention Membrane Application of Product Cracks to 1/8"(3 mm)should be prefilled before beginning the waterproofing application.Lightly dampen all porous surfaces.Use r• e woNDERROpAWBACKERBo/U.I a 3/4"(19 mm)roughtextured synthetic roller or a 3/16"-1/4" TILE OR NATURAL$10NE "CUSTOMS COMMEACAL (56 mm)Vnotch trowel and heavily precoat the corners and the ra lisGa, AMN looxsluooiyEcauirc_: intersections where the floors and walls meet,extending 6"(15 cm)on MORTAR GROUT side.For extra protection,embed a 6"(15 cm)wide fiberglass WEEP mesh into the membrane for changes of plane and for gaps 1/8"(3 h - . mm)or greater.Apply RedGard at a rate or 110 sq ft per gallon each i S10PED MORTAR OW WITH METAL.LATH< CRUSHED STONE coat.If using a trowel,spread the material with the trowel held at a REEOGARD°WATFRPRDOfINGAND 450 angle,and then flattens the ridges.If using a roller,apply a GR/ PAEVEN110NMEMBAAi9E REINFORCEDWtTH continuous,even film with overlapping strokes.An airless sprayer may p, FIBERGLASS MESH CONCAETESL48SLOP�TQ WalaRAIN: AROUNDORAp1 be used for the waterproofing application.The sprayer must produce 1%4`PEA I, AA MM PH1 W3 CMI r- 7DPA between 1900-2300 psi,with a flow rate of 1.0-1.5 GPM and must have a tip orifice size of 0.025 0.029.Apply a continuous film with .N4#MUtMI3RED overlapping spray.The membrane appearance is pink when wet and SEMENNT RAIN,K- dries to a dark red color.If typically takes 1-1.5 hours to turn BETWEEN DRAIN, tYP Y STRAINER AND TILE completely red.After the first coat turns red,inspect the film for C6St6l4 COMMERCIAL integrity and fill any voids or pinholes with additional material.Apply a 100%StUCONE CAULK': TILE OR.NATURALSTONE second coat at right angles to the first coat.To meet the requirements I 'ANYCUSTOM° of IAMPO,Two coats should be applied at a rate of 80 sq.ft.per ANSI 118.4 MORTAR., +.: RE- 4;.1.wATERPRODFiNG gallon each coat.In all cases the wetfilm thickness should not exceed 0(an ANDCRACKPREMION MEMSRANE 125 mils. ' REINFORCED VVITH FISERGUMS MESH Curing Of Product ' CAST MON DRAIN WITH CLAMPING.RINCFOR CONCRETE SLASSLOPEQ RedGard®is dry when it turns solid red,with no visible pink color. THIN-SO APPLICATION WITH WEEP NOIES TOWARDS DRAIN I/4': Typically,d In time is 1 1.5 hours depending on ambient conditions FULLY SUPPORTED PER FOOT(SA MM PERdrying P 9 , 30;5CNOTOPROVIDE drying time can be as much as 12 hours.After the second coat is Pos1rnE aRalNacE.• applied and both coats are fully cured,the application area can be RedGard at Drains flood tested. Drains should have a clamping ring with open weep holes for thin-set Protection application.Apply the membrane to the bottom of the flange.The drain should be fully supported,without movement,and should be If tile or stone will not be set immediately after curing,protect the even with the plane of the substrate.Apply the RedGard membrane application from heavy traffic damage.Protect from rain and inclement around drain.Embed a 12"x 12"(30 x 30 cm)fiberglass mesh into the weather for 72 hours after application.If delays longer than 72 hours membrane,making sure it does not obstruct the drainage weep holes. are expected,cover the area with felt paper.Care should be taken to Then apply an additional coat of the membrane and smooth.After prevent the application from becoming soiled or punctured during and curing,clamp the upper flange onto the membrane and tighten.Use a after application. silicone caulk around the flange where the membrane and the upper Tile and Stone Installation flange make contact.A toilet flange can be handled in much the same manner. Install tile or stone with a Custom®Building Products polymer- modified mortar that meets ANSI A118.4 or A118.15 standards. RedGard®as Crack Prevention Membrane Force RedGard®into cracks with the flat side of the trowel,roller or Cleaning of equipment brush.Using a 3/16"-1/4"(5-6 mm)V-notch trowel or 3/8 (9.5 mm) Clean tools and hands with water before the material dries.Clean all rough textured roller. Use the flat side of the trowel and flatten the spray equipment immediately after use. ridges to form a continuous,even coat of material.The membrane Health Precautions should extend a minimum of the diagonal measurement of the tile beyond both sides of the crack.Gaps between plywood sheets and Wear impervious gloves and eye protection while using this product. where floors meet walls must also be prefilled. For continuous crack Avoid contact with eyes or prolonged contact with skin.Wash isolation,cover the entire substrate with RedGard®applied at a rate thoroughly after handling.If eye contact occurs,rinse cautiously with of 100 sq.ft. per gallon.To meet the requirements of ANSI A118.12, water for several minutes,remove contact lenses if easy to do: apply two coats of RedGard at a rate of 50 sq.ft.per gallon each coat. continue rinsing.Immediately seek medical advice if symptoms are RedGard®as General Waterproof Membrane(ANSI 118.10) significant or persist. Do not take internally.KEEP OUT OF REACH OF CHILDREN. Conformance to Building Codes Installation must comply with the requirements of all applicable local, state and federal code jurisdictions. ClSTOOM Published Date: 5/25/2016 ry RedGard® Waterproofing and Crack Prevention Membrane / TDS-104 RedGardp Waterproofing and Crack Prevention Membrane 6 Availability&Cost Location Item Code Size Color Package USA LQWAF1 1 gallon(3.78 Q Pink Pail USA LQWAF3 3.5 gallon(13.2 Q Pink Pail Canada CLLQWAF1 1 gallon(3.78 Q Pink Pail Canada CLLQWAF3 3.5 gallon(13.2 Q Pink Pail 7 Product Warranty Custom®Building Products warrants to the original consumer purchaser that its product shall be free from defects in material and workmanship under normal and proper usage for a period of one year following the date of original purchase.CUSTOM's sole liability under this warranty shall be limited to the replacement of the product.Some states,countries or territories do not allow the exclusion or limitation of incidental or consequential damages,so the above limitation or exclusion may not apply to you.This warranty will not extend to any product which has been modified in any way or which has not been used in accordance with CUSTOM's printed instructions.CUSTOM makes no other warranties either expressed or implied.This warranty gives you specific legal rights,and you may have other rights that vary from state to state or from one country/territory to another. This warranty is not transferrable. When RedGard®Waterproofing and Crack Prevention Membrane is used as a part of a qualifying full installation system of CUSTOM products,the installation can qualify for up to a lifetime system warranty.CUSTOM will repair and/or replace,at its discretion,the affected area of the system.For more information,find details and limitations to this warranty at custom buildingproducts.com. 8 Product Maintenance Properly installed product requires no special maintenance.Do not use as a wear surface. 9 Technical Services Information For technical assistance,contact Custom technical services at 800-272- 8786 or visit custombuildingproducts.com. 10 Filing System Additional product information is available from the manufacturer upon request. Related Products Waterproofing and Anti-Fracture Membrane Mesh Armal ST ►M-. Published Date: 5/25/2016 RedGard®Waterproofing and Crack Prevention Membrane / TDS-104 RedGard® Waterproofing and Crack Prevention Membrane Coverage Size Icoverage RedGard as Crack Prevention Membrane: 1 Gallon(3.78 L) 1100 sq.ft(9.3 M2) 3.5 Gallon(13.2 L) 1350 sq.ft.(32.5 M2) RedGard as Crack Prevention Membrane meeting ANSI A118.12 1 Gallon(3.78 L) 125 sq.ft.(2.3 M2) 3.5 Gallon(13.2 L) 188 sq.ft.(8.2 M M2) RedGard as Waterproof Membrane: 1 Gallon(3.78 L) 155 sq.ft.(5.1 M2) 3.5 Gallon(13.2 L) 1192 sq.ft.(17.8 M2) RedGard as IAPMO Pan Liner meeting ANSI A118.10: 1 Gallon(3.78 L) 40 sq.ft.(3.7 112) 3.5 Gallon(13.2 L) 1140 sq.ft.(13 M2) Chart for estimating purposes.Coverage may vary based on installation practices and jobsite conditions. C , I . STMO., Published Date: 5/25/2016 "` U S.bEPARTMENT OF HOMELAND SECURITY OMB No. 1660-0008 Federal Emergency Management Agency Expiration Date:November 30,2018 National.Flood Insurance Program ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. 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 Pamela Ann Weismann A2. Building Street Address(including Apt.;Unit;Suite,and/or Bldg.,No.)or P.O.Route and Company NAIL Number: Box No. 47 Ocean Ave Cityr . State ZIP Code Barnstable Massachusetts 02632 A3. Property Description(Lot and Block Numbers,Tax Parcel Number,Legal Description;etc;) Map226 Pcl 35 A4. Building Use(e.g.,Residential,.Non;Residential;Addition,Accessory,etc:) Residential A5. Latitude/Longitude: Lat. 41'38'24.8. Long: 70°207.8" Horizontal Datum: ❑NAD 1027 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. AT Building Diagram Number 7 A8. For a building with a crawlspace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 750 sq ft b) Number of permanent flood openings in the crawlspace or enclosure(s)within 1.0 foot above adjacent grade 5 c) Total net area of flood openings in A8.b 1,000 *Sq ft effective area d) Engineered flood openings? ❑x Yes ❑ No A9. For a building with an attached garage: a) Square footage of`attached:garage _ sq ft b) Number of permanent flood openings in the attached.garage within 1,0 foot above adjacent grade c) Total net area of flood openings in A9.b sq in d) Engineered flood openings? ❑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/Pa.nel B5.Suffix B6. 'FIRM Index B7.FIRM Panel B8. FloodZone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO,use Base ` Revised Date Flood Depth) 25001CO564J J 07/16/2014 67/16/2014 AE EL 13 610. Indicate the source ofthe Base Flood Elevation(BFE)data or base flood depth entered in Lte.m B9:. ❑FIS Profile ❑x FIRM Community Determined ❑ Other/.Source B11. Indicate elevation datum used for BFE in Item..89 ❑ NGVD 1929 x❑ NAVD 1988 ❑ Other/Source: B1.2. Is the.building located in a Coastal Barrier Resources System(CBRS)area or Otherwise Protected Area(OPA)? ❑ Yes 0 No Designation Date: ❑ CBR.S ❑ OPA FEMA Form:086-0-33(7/15) Replaces all previous editions: Form Page 1 of'6 i 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: 47 Ocean Ave City State ZIP Code Company NAIC Number Barnstable Massachusetts 02632` SECTION C—BUILDING ELEVATION INFORMATION(SURVEY REQUIRED) C1. Building elevations are based on: ❑ Construction Drawings* ❑Building Under Construction* Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations—Zones Al—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: RTK GPS PER MTS NETWORK Vertical Datum:NAVD 88 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. Checkth'e measurement used. a) Top of bottom floor(including basement,crawlspace,or enclosure floor) 4..9 ❑x feet ❑ meters b) Top of the next higher floor 14 `2 ❑x feet ❑ meters c) Bottom of the lowest horizontal structural member(V Zones only) NA Z feet ❑meters d) Attached garage(top of slab) NSA 0 feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 13 0 ❑x feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent(finished).grade next to building(LAG) 2. 2 Z feet ❑ meters g) Highest adjacent(finished)grade next to building(HAG) 13 1 ❑x feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs,'including 2. 2 - Q 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. l certify that the information on this Certificate represents my best efforts to interpret the data available. 1 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? El Yes ❑No ❑Check here if attachments. Certifier's Name License Number Daniel A.Ojala 40980 of ��jN MgSSACs%Title. 1El Prof.Civil Engineer,Prof.Land Surveyor DAN ° Company Name Plade,IALA Down Cape Engineering Inc. � .40980 P Address ss��`� 939 Main Street qHo SUR)i City State ZIP Code Yarmouthport Massachusetts 02675 Signature Gate Telephone '(508)362-4541 Copy all pages of this Elevation Certificate and all attachments for(1)community official,(2)insurance agent/company,,and(3)building owner. Comments(including type of equipment and location,per C2(e),if applicable) Vertical datum is NAVD88 from MTS RTKGPS.5 Smart Vent flood vents currently exist,each with an effective area of 200 sf, totaling 1,000sf of effective area. Lowest.elevation of machinery is generator located outside at elevation 13.0,air conditioning unit also located outside at elevation 13.1 Metallic ductwork below main floor at elevation 12..0 water resistant per contractor., FEMA Form 086-O-33(7115) Replaces all previous editions. Form Page.,2`of 6 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: 47 Ocean Ave City State ZIP Code Company NAIL Number Barnstable Massachusetts 02632 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 E1—E5. If the Certificate is intended to support a LOMA or LOMR-F request; complete Sections A;Band C: For Items E1-E4,use natural grade, if available.Check the measurement used. In Puerto Rico only, enter meters. E1. Provide elevation information for the following and check the appropriate boxes to show whetherthe:el ion 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 ❑fee meters E]above or E]below the HAG. b) Top of bottom floor(including basement, crawlspace,or enclosure)is 0 feet ❑meters ❑above or ❑below the LAG. E2. For Building Diagrams 6-9 with permanentflood openings provid 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 ❑feet ❑meters ❑:above or ❑below the HAG. E3. Attached garage(top of slab)is ❑feet ❑meters ❑-above or ❑below the HAG. E4. Top of platform of machinery and/or equipme_ servicing the building is ❑feet ❑meters ❑above or ❑below the HAG.. E5. Zone AO only: If no flood depth numb is available,is the top of`the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in:Section G. SECTION PROPERTY OWNER(OR OWNER'S REPRESENTATIVE)CERTIFICATION The property owner or owne authorized representative who completes Sections A,.B;and E>for Zone A(without a FEMA-issued or community-issued BFE)o one AO must sign here.The statements in Sections A;B,and E are correct to the best of my k owledge. Property Owner or O er's Authorized Representative's Name Address City a ZIP Code Signature Date Telephone. Comments ❑Check here if'attachments.. FEMA Form 086-0-33;(7/1 5) Replaces all previous.editions. Form Page of 6 I 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 R.O. Route and Box No. Policy Number: 47 Ocean Ave City State ZIP Code Company NAIL Number Barnstable Massachusetts 02632 SECTION G—COMMUNITY INFORMATION(OPTIONAL) The local official who is authorized by law 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 items)and sign below.Check'th easurement 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 sgne seated by a licensed surveyor; engineer,or architect is authorized by law to certify elevation information.(In ' e 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 Zo .A(without a FEMA--issued or community-issued BFE) or Zone AO. 63. ❑ The following information(Items G4-G1.0)is provided for munity floodplain management purposes. G4. Permit Number G5. .Date P it Issued G6: Date Certificate of Compliance/Occupancy Issued G7. This permit.has been issued for: New Construction ❑ Substantial Improvement G8: Elevation of as built lowest floor(i uding basement) of the building: __ ❑feet ❑ meters Datum G9. BFE or(in Zone AO)de p of flooding at the building site: ❑feet ❑ meters Datum G10: Community's desi flood elevation: ❑feet ❑ meters Datum - Local Official's N e Title Community Name Telephone Signature Date Comments(including type of equipment and location,per C2(e), if applic e) ❑ Check here if attachments... FEMA Form 086-0-33(7/1,5) Replaces'all previous editions. Form Page 4 of 6 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 Building Street Address(including Apt., Unit,.Suite,and/or Bldg. No.)or P.O. Route and Box.No. Policy Number: 47 Ocean Ave City State ZIP Code Company NAIL Number Barnstable Massachusetts 02632 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. .7 T l I f{.Y!i T Kin } T t a— � � •S �M.' st�� . Photo One Photo One Caption Front View Can , > �•� t J ,T. ,s yLM � ti, ell— Photo Two Photo Two Caption Rear View FEMA Form.086-0-33.(7/1`5) Replaces all previous editions: Form Page.5:of 6 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: 47 Ocean Ave City State ZIP Code Company NAI:C:Number Barnstable Massachusetts 02632 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,atindicated in Section A8. T 4 3 1 ,� 's.•+'as�b— 4 "tom\ � P rrG+am.� ry '�"-`�-�N. �"�t'. X' 'Gn 3 r Y 1.�x Photo One Photo One Caption Right Side View t ♦. 4 � r•.tiF-. Or 3 Photo Two Photo Two Caption Left Side View FEMA Form 086-0-33(7/15) Replaces 611 previous editions: Form Page 6 of 6 Ba side Building, Inc. MD "Quafity To Live By -Living Square Footage" At 47 Ocean Avenue — Craigville Village Owners Rodger& Pamela Weismann Home - 781-259-1073 14 Todd Pond Rd Work(Pam) - 617-755-8526 Lincoln, MA 01773 pam.maddalena(&gmaii.com Rodger.weismann(afQmail.com ARCHITECT: Fine Line Design DATE OF PLANS: 11/28/2015 We hereby submit specifications and estimates for: a new home with 1, 485 sq. ft. of heated living space. Additionally there is a Front Covered Porch. The sundeck is the same size of the existing deck or 390 sq.ft. First floor consists of a Foyer, Master Bedroom with Private Bath, Powder Room, Large Kitchen, Dining room, Living Area/Great Room with a total of 885 square feet. Second floor includes Large Bedroom Suite with Private Bath, Loft Office, Bathroom with shower, -Laundry'Room, and Equipment Room with a total of 885 square feet. There will be no finished space in the Basement. There may be a future 252 sq.ft. screened porch located under the deck, for now it' s open storage. lst Floor 885 sq.ft 2nd Floor 600 sq.ft. Total Living Space 1,485 sq.ft. ;1vist"8V8 � its; . N � In u N Z p in W J � � p .. . Mai .. FLYING RAKE > 1- 1 ...... .... .. ..:. FOR GABLE - ... ... .. :: ....... ._.:. ... ..... :::. .:: ... .:: .. U ir. PIEGE TYP. 11 . .... .. SH NGLES < p -- .... ....... _.. _ .. ..... ............. .... .. ... im . :. _:: _.: - ... ZEK -. :: ..: .. GABLE .. .. _ .. --- .... .. - TYPE .:. .. .: .. / , n F� ss W 1l���� p r ALL N M TRIM HH11FIR ® in W !� GROWN MOULDING.. HEAD ON Ix5 FLAT RAKE m W CASE W18 TW3046. 18 4 0:. TWIB46 TW 046 1846 M m... .. .. _. ... ... .. ... ... ....._ �W/G SHINGLE _.._._ -. .... ... ...... Q, COF PER / . .........F ROWN MOULDING 1 - oN1x6BAND FINE LINE P�c� rrtt� Pttr� rr�� PttSi ratty FYPON IFYPON BRACKET BRACKET - .. P3060 ARCHITECTURAL FYPON I FW 068 _ D E S I G N COLUMN - - �W/C SHINGLE TW244IOG TW24410C T1,424410C TW18410 TW30410 TWI8410 - - . 508.420.1296 8 WEST BAY ROAD . - - OSTERVILLE,MA 02655 SOUTH ELEVATION' SCALE: 1/4"- = 1'-0" EXISTING STEEL COLUMNS FKGGB W Z lil Ill� g N - Z 1 W I I I I I I �Q J O u u u zZ j Q NORTH ELE�/�.TION v z SCALE: I/4' = I -0 (J� U i SHEET Al - JOB: 1517 DRAWN BY: KW DATE: 12/1/15 N V} N it o �..I in Q V J N woo w p A � Z ._ .. . .. .... .. ... ... ... ... . uf o ...... .._... w to 1` A >- o .........0- ® � ® ® � W W � Z 'Q m = T1,1I846: TW3046 TW1846 TWI846 TW3046 TWI846 - .._ ASPHALT ,,,, ,,. _ �W/C SNINGLES �W/G SHINGLES dtt� FINE LINE Q ARCHITECTURAL ® ® DESIGN p C AZEK DECKING +NEWEL (4) TW24410C CABLE RAIL SYSTEM 508.420.1296 8 WEST BAY ROAD - OSTERVILLE,MA - :......... 02655 ALUMINUM SCREEN FRAMES ON 5TEFFEIPi CONCRETE WALL ....1.! :.....................::...........::::::::::::.-:::_. C4 I VV LS I LLEV^MOI V 4-0" I SCALE: 1/4" = 1'-0° W n... I Z W _7 -------------------t pZ II �w Z ly Q O _. . 1�1 SHEET A2 JOB: 1517 DRAWN BY: KW DATE: 12/I/15 N .. In V IN O a rr��� hiV J s Z r*44 woo O .. .... . .. .. : O . .. NLY GABLE W .. .. . ._ .:. ._t�: _........: ._.::. .- ..:.... .... n HFFH ............................................ .... .......................................................................... Lo W .. m W APPLIED u El 11 .. �. 0 RETURN m TWI546 _. _ ._ �W/C SNINGLES M N a ASPHALT Fit P5060 - ........... - ... ASPHALT APPLIED ® FINE L I N E CORNE R - ARCHITECTURAL DESIGN �W/G SNINGLE� GN235 0 ❑ - VENT - P5550 TW24410G TW244I0G 508.420.1296 8 WEST BAY ROAD OSTERVILLE,MA 026552655 .. NEW RETAINING WALL (2) TW21032. -� EXISTING m 0 < i�-;( �� RETAINING Z WALL w --------------------------� Z FROST WALL (Jl Z I U ---- - ZZ Q -------------------� MID EAST ELEVATION SCALE: 1/4" = 1'-0" 514EET• JOB: 1517 DRAWN BY: KW - DATE: 12/1/15 IN m O W, 51'-1 1/2" 1 17'-2" 29,-Il 1/2' ul 0 W-7 1/2" a--q- 4--j 7/111" W-0- V-S' 12'-4" W-3 1/81, J z hi (4) TH24410C U 11116 30 I/B"x(,O 7/8.. ( - ul o 0 TNI8410C 22 1/8"x60 7/W N W I I U) �9-- -..........- .............- ........... ..............................1.............................- ................................................................................... . . .............................11 1-- 11 a >- ..................... ........................... 0 NC4. .......... ............ rn TW24410C ............................................................................................................I......................... ..................- Z 3-IlWx(O 7/B"AA 0 .............. ............... ....................... ................... ..................... ................. BEDROOM #1 .................. ............................................ .......... OAK FHG6)6BL- 727xQ:)** 114" m DECK m It o TW24410C AZEK I ."o m 30 1/5N60 7/5' co :z ........................ ............- r'- 8...... ........................... 0,-,�11 0 30 �T 'a 1-129 -all W-3 1/2" co 'o C4-?c ID o -?c �]��dl:::�::�:: 10 2k �j ...........�m mo qxl .. ................... ......................... �- > >.- -3-m....................p FINE LINE ............. .......... ....... ARCHITECTURAL TK24410C C4 N .................... ............... ............... 1 0 DESIGN 30 1/51IX60 m 'o Kla4lOr- TP41a410C -22 /5"XG0 7 22 118"x6O 7/8" C4 SON /5" N 715'L I BATH #1 22*1;' WO pie ............. ............................................................ In -ka TILE .............. T p v F 508.420.1296 r2 8 WEST BAY ROAD 2jk TKI5410C OSTERVILLE,MA I DINING AREA 31-4" 3.. 3. m OAK 22 1/5"x60 7/8" a 02655 UP P3060 TK30410C STAIR rn 36 1/2"x72 3/8'. REF. KITCHEN LIVING`AREA 35 1/5"x6Q 7/8" cl OAK OAK OAK Lj l TH1841 OC Tvl 22 1/8'x60 7/8' -1 o o Z W W z w ;po WETECTORS REVlEl,,rV'E"—`, d D Z Z > ZW x FT. DAT E B�\RNSTAB-E BUILDING D E u m C4 Ln 10 c1l 'n 19 JFIRE DEPARTMENT DATE IGNAT�RES ARE REQUIRED FOR PERMITTING 15'-5" W-5 1/2" 2--4- 6'-3.1 2-4 -5 5/8'12'-8 1/ B 1/2" 9`11 26'-2 5/8" 7'-9 1 16 4--5- V-5 71.1 Sl-IEET 51'—1 1/2" FIRST FLOOR PLAN SCALE: 1/4" JOB: 1517 IDRANN BY: KW JDATE: 12/l/15 N m UN O 51'-1 1/2" 1 a 4'-0° 1T-2° W .Q0 12'-4" 2'_5" g'-2" —1 n Z 5 N 0-4W O CD m .0 x x x !J�i! Z mm m m� V 4— Q O 0 047 w n Illlilfll Q TW1846. VJ W � 22 1/8"x56.7/8°i VI�• o rwl546 BEDROOM #2 I� Z ' - 22 1/8"x56 7/8" OAK TW3046 m 38.1/8 x56 - TW3046 p W m It _ b 58 1/8"x56 7/6" 7'-7 1/2" 9'-6 I/2" -TW1646 o �. 22 1/8"x56.7/5' �i TW1846 m 22 I/8"x56 7/8" FINE L I N E 2g 19 = ARCHITECTURAL r` BATH #2 6„xy�, c x x �x m - TILE TUB W/ -°.° m �� m D E S I G N ¢ SPLASHN F m. Fn n n PANEL Nm a I 3'-7 1/ " 3'-4 1/2" 3'-6 1/2" 5'-5" - 15'-6 1/2" 12'-10" - �. 508.420.1296 ' W+D 8 WEST BAY ROAD OAK 2A - + OSTERVILLE,MA 24 24 - 02655 ON RAIL STAIR „x 6„ ——- Q LOFT OFFICE OPEN TO BELOW uR 36" N OAK 36 1/8"x36 7/ C'4 IL _ - EQUIPMENT m BATH m -�' W #3 Ec) 4,_4„ 2k TILE Z W WZ Lu of r- a °r° m Z Z o F! 19 uQj Lo 21'-9 1/2" - 50-1 1/2" 514EET A5 SECOND FLOOR PLAN SCALE: 1/4" = I'-0" JOB: 1517DRAWN BY: KW DATE: 12/1/15 N V N O N lo W 51'-I 1/2". - J is 4'-0" 17'-2" 1b'-8" - II'-3 1/2" Z 3 8'-7" 8'-7° B'_2" 10'-6" 8'-1" 3'-2 I/2" ~ W 0W AI.J W LINE OF FIRST FLOOR all CONC. 't— U WALL 4■ OVERHANG - f ABOVE--- STEPPED �\�l _>.`,.,'\\ WALL - W O r------------ ---- TO GRAD EXTENSION M O MATCH _ IEXISTINGRETAINING - r_ - - - WALL k—LINE OF _ `9 W DECK r TO SLAB"--- y \�\ Y, I OVERHANG ^ �. Z ' FROST WALL SELOW j ABOVE O y j STEP SCREENED ROOM - Im m IL .UNFINISHED - FWG60681- - I o BASEMENT 72"x80 1/4" 3'-0° `D TOP OF 2'-4 . SOAP BOF SLAB PAAV RS f aNwG FINE LINE 2'-01 WALL ARCHITECTURAL SMART -- ------------- '' D E S I G N v I I I v (2) T 21032 VENTS _- -- 96 p , '- STEEL COLUMN VERT. - - Q L STEEL COLUMN DIA. - WEST AY ROAD DROPPED CONC. WALL I 8 WEST BAY ROAD STUD WALL ABOVE '1 - I r+ OSTERVILLE,MA r� FROST WALL BELOWFIRST FLOO k F—LINE OF ' OVERHANG R 02655 .. ..... 8° I ABOVE STAIR ......... UNFINISHED TEP FWG6068L s, n BASEMENT I cV .._ SOAP BOF - \>` SUMP I' I _ I DROPPED CONC. WALL i�: 1 STUD WALL ABOVE - I \` \ \�\` 1 W r--� FROST WALL BELOW I. \\ � �� STEEL COLUMN VIA. U W T I ,0. i . - ---- --- - -- ' -L------ -- " T�='-t- ��1 M ER lL DROP CONC. WALL `� :(2)-T 21032 - i I I `-- Q Z TO 42" HEIGHT \ Lu -F L I--------�. 34 I/8" 40 7/6"_ SMART FROST WALL BELOW �`------ �� VENTS ' _ .._._-. W L DROP WAL__L, _ ly NEW LINE OF - TO SLAB' ;ii�aaDETECTORS RE1�aE���'E Z Z RETAINING FROST WALL BELOW Z FIRST FLOOR - .. WALL OVERHANG ABOVE ,RNSTABLE 8UI DING DEPT. DATE 2-0" d FI €DEPARTMENT DATE 39'-l0" u'-3 1/2" PUBES ARE REQUIRED FOR PERMITTING. 51'-I 1/2" SHEET FOUNDATION PLAN SCALE: 1/4" JOB: 1517 - DRAWN BY: KW DATE: 12/I/15 N E, m V to �'} N it p a V _J Z MEMO A p IW U I- I� Z UMEW �q ---------------------------------------------------- ---------- -------------------- W p `? 16' LVL RIDGE - 16" LVL RIDGE - M O - ---- ------------------------ 2/I0s @ 16' O.G. _ * = a 5/8° PLYWOOD SHEATHING/ ,Fii�1 +^ \�>OG ASPHALT SHINGLES U) n 7.5 \0°.@ // \\ /60 - SIMPSON H2.5 _ N II 12 FASTENERS AT ALL /R38 F.G. INSUL\ RAFTER/TOP PLATE - i° D pG �$ Q: O 2x @ Ib O.G. JUNGTION5 TYP. 6 �v9 2x8s @ 16 O.G. �/� ---------- ----- Vj W .. AZEK Ix8 FASCIA / GROWN MOULDING ry / T "3G T�BOARD \\\ i TYPE EAVES � SECOND LOO � I2 W 17 CONTINUOUS VENTING SOFFIT 17 'Z TYP _ / / - O \- __ - Ix8 FRIEZE BD. W/BED MOULDING 0 _ 'Q O - DORMER ao i n - - ---------------------------------------- m WALL .KNEE / :v \\ .WALL / \ 12 7.5p I - I FINE LINE - ------------------------------------------- - (3) 2xlOs n o 2xlOa a Ib"o.c. ARCHITECTURAL 2xI0s @ 12'O.C.ran I - Ix3 STRAPPING e TYPE EXTERIOR WALL r I/2" GYP. BOARD 2x6 EXT. STUDS @ 16" O.G./ w - - R21 F.G. SUL./ I FIRST FLOOR 1/vz' PLrwooD SHEATHING/ QFIRST FLOOR o. TYVEK WRAP/W.G. SHINGLE5 .co :. .. - - .w . rAZEK 508.420.1296E 3/4' TEG OSB SUBFLOOR -.I - DECKING + NEWEL OST RVILLE8 WEST BAY RMA� - NAILED ♦ GLUED TO JOIST I CABLE RAIL SYSTEM 02655 ---- ---- DECK ---. 0, ----- 2xlOs @ 16"O.C. P T 2x[Os I6 O.G. --------------- - -- -- -- -- -- -- -- -- -- -- -- - ----- -----------==------------------- ---_ -- R30 F.G.12NSU II I/4" (3) PT 2x12 I R30 . INSUL. i fr` IT1 i''j" BASEMENT SCREENED ROOM 8° GONG. I}fifty JUL JHL STEPPED WALL o - L—4,_0" 0„ m o �$i4iil{.+#Et��s1.,'..ol.�._. o TO GRADE - W BASEMENT SCREENED ROOM _ a v W TYPE FOUNDATION WALL r'' - �i T-0 1/2°T.O.W. m P.T. SILL ANCHORED 32" O.G. - - .. ------ - W W B Z 10'x9'-8° CONCRETE DAMP PROOF BELOW GRADE Q 3 1/2 CONCRETE SLAB - - - — - 10"x2O" CONTINUOUS FOOTING 6 MIL VAPOR BARRIER - _ - :,m 3'-8 TOP OF SLAB W TOP OF SLAB 8" ` co lo FROST WALL I z FROST WALL ro 1T-2" TYPE FROST WAL 12'-4" ———— l O —————— ———Or---------------------- 10"x7'-2" CONCRETE r -- - 10"x20' CONTINUOUS FOOTING - - ---------------- — SECTION A' SECTION "B" SCALE: I/4" = I'-0" SCALE: 1/4" = I'-0" SHEET 52 JOB: 1517 DRAWN BY: KW . I A N UN O V J in QW LQ H i Z 12, 4" .V M�M u od W Q O HOLD DOWN *_* 0 7 ANCHOR TYP. W — — — — — — (3) PT 2x12 .. .. M-y O .. W Lo W � Z M m � . sg P.T. 2xBs 2110s - P.T. 2xI0s :. @ 16°O.G. @ 12"O.G. @ 16°O.C. FINE LINE ARCHITECTURAL DESIGN . GIRT - � WBxl3 (GALV) c STEEL COLUMN VERT. 508.420.1296 STEEL COLUMN DIA. 8 WEST BAY ROAD - OSTERVILLE,MA - 02655 Q J Q n 2x108 @ 16'O.C. 10 Ill STEEL COLUMN DIA. U W8xi3 (GALV) STEEL COLUMN VERT. - Z W C)Z N ZZ Z Z SHEET FIRST FLOOR FRAMING PLAN SCALE: 1/4" = I'-0" J013: 1517 DRAWN EiY: KW DATE: 12/I/IS N r1� N U � O V J it � � p 0 w � Z M� L] pd, W p �.i.� cr _-- N h _. ob (2) 9 1/4' LVL FLU5N vl W a 4 m � 0 FINE LINE ARCHITECTURAL DESIGN (2) 9 1/4" LVL FLU514 - - (3) 71 LVL HDR (3) 7 1/2' LVL RIM- 4 Ik 508.420.1296 8 WEST BAY ROAD OSTERVILLE,MA - - - 0 02655 (2) 9 1/4' LVL FLUSN_N $' - > . 2xlos J v i M R r m V 1 (3) 7 I/2' LVL RIM - Z �L Q Z Z Z - �U �r SHEET SECOND FLOOR FRAMING PLAN 54 SCALE: 1/4" = I'—O" JOB: 1517 DRAWN BY: KIN DATE: 12/1/15 N ' V p r�r C QW N H Z U M� kf o m ' o Li i ar - KNEE KNEE _' - N r3% WALL WALL _ W llW-0 � O vl {� O J Z N W 3 j W m m a lu ^_� 10 s $ n j -j FINE LINE 17 ARCHITECTURAL T.-._ Lu DESIGN KNEE g �WALL - - KNEE.�' DORMER WALL 13'-7 I/2° WALL - - WALL I I I I I I 508.420.1296 TO FIRST FLOOR 8 WEST BAY ROAD I I OSTERVILLE,MA 2XIO RAFTERS® 16°O.C. - 02655 1'.... 16" LVL RIDGE €; : 2x10 RAFTERS® 16°O.C. - - KNEE - ii - 15.'-7 1/2 WALL WALL U . DORMER WALL DORMER WALL TO-FIRST FLOOR - - Z j - _ - .- - _ W Z CIE Z SHEET ROOF FRAMING PLAN '55 SCALE: 114" = 1'-0" JOB: 1517 DRAWN BY: KW DATE: 12/I/15 i" (: 1 ION 77 - - - - i 17,:gto +4rat tAou. ag 3Z • g0 33,' ; WAY (dadeRnedl' (� 'BARNSTABLE..- p5.3� ;.:REGISTRY OF DEEU5 JUL IA 196t RECORDED Subdivision of'.landa/ Cc ovittEl$aRrlBE h lAss. _ .. naoaeaTr 'or is Plan does not.require Ct LARL:ES' G E FRA/VCBS cam.. Ci2 0N<ES tha a'proval ,of the B rd Of,Survey �y�N uc Scale"1 imli•20 fcef -> June :12" i 961. Ec KELt—oaG CIVIL. FAwa. osreRviL:'e ft R xEuoce � �9tiu t �� BO OF SURVEr OF"B s K JUN`23 1361'' Based o» survey by AdnciS S'`maiden FakgivesMe=163 APB 27/826, a.z �. i T-4„ PROPOSED 11 FIN.CLNG.HT. :.. 1 1' �I 11 i" l - if II I 'I $ T-4' PROPOSED' FIN.CLNG: HT. i i a DDN NO. REVISION.: DATE 16-0"PROPOSED FINISHED FL. CLIENT: ELEVATION. WEISMANN River House 47 Ocean Avenue 4 yr Craigville, MA 02632 12'-0"EXISTING FINISHED FL. SCALE: I/4"= I'-O" TITLE:PROPOSED NORTH ELEVATION. ELEVATION DATE:February 12,2015 } MICHAEL A.JIMERSON A.I.A. 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ELEVATION. - 2 2" i } --�=- ------------- ----- ❑ OPEN I TO o OO _ I I A80VE e w KITCHEN J 00 1/2 TH i. 1 I ii I _ AR A DDIA D.W. NO. REVISION DATE is .. _. DINING AREA s GAS.FIREPLACE CLIENT WEISMANN River House 47 Ocean Avenue _ Craigville. MA 02632 SCALE: I/4"= I'-O" TITLE:PROPOSED tat FLOOR PLAN 3'=0" DATE:February 12,2015 FIRST FLOOR 903 S.F.GROSS AREA MICHAEL A.JIMERSON A.LA: rm + ARCHITECTURE3 &INTERIORS I Centerville,MA.02632 I� . 508 775-4264 majarchQcomcast.net 1 � I / BED ROOM 2 t i I L f : IrA I II - i CLEAR i I OPE-p" NING N. 6' _r K_. l RIDGE BEAM OF CATHEDRAL , oPE : VAC . .. i i �� I _ CEILING _ �� Ll ------ - ---- -- ---- -- -- - -- �-_fit'-- --;%. ---------�---------- .: - -- --. -------- _----- -. � BELO.7Y i LO�'r b Icy - i 3/4 BATH �� I \I OPEN TO / D BELOW IDi - DD2 _ NO. REVISION DATE A CLI S NT I5MANN ou5e f L---------- WE Rlver.li -=--------=-`------------ 47 Ocean Avenue Craigville, MA 02632 SCALE: I/4' TITLE:PROPOSED 2nd FLOOR PLAN I SECOND FLOOR 600 S.F.GROSS AREA DATE:February 12,20 l 5 LIJ, MICHAEL A.JIMERSON A.I.A. . ARCHITECTURE&INTERIORS 193 Hoiseshoe Lane i Centerville,MA.02632 5087754264 i majarch@comcast.net 1 . i NOTES: ..SEPTIC RE VIEW: o 1. VERTICAL.DATUM IS .NAND 8 HOME fi Locus ASSESSED 3 BEDROOM H AL ULATIONS: o EXISTING ': IVERFRONT/BUFFER -.ZONE. C C �, R _ ` M HOME 2. FLOOD RESISTANT .FOUNDATION. DESIGN REQUIRED; SEE G PROPOSED. 2 BEDROOM orseshoe Ln off' TO BE e SYSTEM, 1000 -GAL Y I HAEL JIMERSON AIA. ALL UTILITIES c USE EXISTING 1992 TITLE 5 SEPTIC S PLANS B M C HARDSCAPE FROM BVW RIVERFRONT SIMILAR SEPTIC TANK, 1000 GAL.. PUMP CHAMBER, 4 DIA. , ( ) RAISED UP ABOVE FLOOD ELEVATION 13 NAVD88. Cb i - EXISTING 1320 SF ` PROPOSED 1333 SF INSPECTION 0 50 LEACH PIT WI TH 2 STONE _ 2015 SEPTIC`JNSP N 12 SF PROPOSED 13 SF + 50 100 EXISTING 3. THIS PLAN IS FOR PROPOSED WORK ONLY .AND NOT TO PROPOSED REMOVE 200 SF OF LAWN/NON NATIVE' OR ANY OTHER PURPOSE. CE WITH MITIGATION PLANTINGS. BE USED FOR LOT LINE STAKING - PLANTINGS AND REPLACE .� 190 SF AREA ALSO REMOVE ALL INVASIVES FROM RESPONSIBLE FOR CALLING 4. CONTRACTOR .SHALL BE MITIGATION PLANTINGS. REPLANT WITH NATIVE 1-888-344-7233 AND VERIFYING THE DIGSAFE ( ) 13 SF X 4 = 64 SF REQ. LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES F RE PRIOR TO COMMENCEMENT OF WORK. CONTRACTOR TO 3 SF X 3 9 S Q DISCONNECTS AND RECONNECTS WITH i 73 SF TOTAL MITIGATION REQUIRED. COORDINATE. UTILITY DISC Nantucket � 390 SF PROVIDED, O.K. APPROPRIATE VENDORS. Sound 3�• 5. BUILDING HEIGHT: EXISTING FLOORSPACE BELOW FLOOD ors o°p ELEVATION SLAB ELEV. 4.3 RIDGE EL. 28.5 =24.2, RAISE w TO FLOOD ELEVATION, 13.0 = 13.0+24.2 EL.37.2. GRADE PLANE =6.2 + 30 = EL. 36.2 USE EL. 36.2 AS MAX ALLOWABLE RIDGE ELEVATION PER MEETING WITH LOCUS MAP � a TOWN . PROPOSED 6.2 GRADE PLANE +29.8 o° 42415 ( NOT TO SCALE F HT. = EL. 36.0 < EL. 36.2, O.K. 6 e E uc. 111598 ASSESSORS .MAP 226 PARCEL 35 6. GUTTERS AND DOWNSPOUTS TO BE DIRECTED TO ti s � 13 DRYWELLS, FIE LD ADJUST ONSITE AS REQUIRED: LOCUS IS WITHIN FEMA FLOOD ZONE AE EL A SE3 4476 O PANEL 8 os AS SHOWN ON COMMUNITY PA •o ° 25001 CO564J DATED 7 16 ` 2014 SALT MARSH C.) MAP 2 `. Q EL 36 NEW FFLR ELEI/ 14.2' PIE �O W D RESISTANT- 0 Q v (PLOD A e Q x RIDGE 710N DESIGN er - �, ZONING SUMMARY FOUNDA ESIG 0 45.2 OTHERS REQUIRED ) 19 lg FFLR. 20.6 H � � -CV -� =ZONING DISTRICT. CRAIGVILLE. VILLAGE NEIGHBORHOOD ti w c To w EXISTING: PROPOSED: A ExlsnNG DWELLING ti � J REQUIRED. A BE RAZED AND V W ., 9 IZE 87 120 S.F. 4,366 S.F. p.9 MIN. LOTS S p REPLACED !N THE SAME p 0 os FOOTPRINT ^, �� y.s MIN. LOT FRONTAGE 75' 85' EXISTING RETAINING �► . . V O R W o MIN. FRONT SETBACK 15 WALL TO REMAIN.AND i O F . . . SIDE SETBACK 10 12 SERVE AS WORK LIMIT . .• 5 SF MIN. - LINE IN THIS AREA. O 5 i cAnow o MIN. REAR SETBACK 10 MAX. BUILDING HEIGHT 30 -SEE NOTE 29.8 REPLACE DEC . . . / �A X - / a• / MAX. BUILDING COVERAGE 1686 MAX: 1234 1,234 S.F. + IN-KIND._SCREf � � o � l � �.✓// i i / M A R P�5' F LP 1 1 PORCH UNDER E e ti o X�-- t t / MAX. LOT COVERAGE 3,200 S.F. 1234 1,234 S.F. BORDERING VEGETATED xt Q E e�j�� 5/ O WETLAND FLAGGED BY F � 9.r HAMLYIv'CONSUL nNc �� �X P •,� � � R�` SITE IS LOCATED WITHIN CRAIGVILLE p P 5� A W L 1 �, \ / „W /, / E e / 0 51 /�o♦ / VILLAGE NEIGHBORHOOD OVERLAY `DISTRICT o c 56g�6 / //VE Eo x,�>>3.0 \ / DECK- [12]7 DO \ - ORP BCE / PAI�ERS k �p8 , . OWNER OF RECORD / + (BELOW WEL oy r ,�� E 0`*' � PROP SED WO \ ) WELL. 0' y L / N / RECORDED T.FND. EL i / /, p W / uM tiNE \ �F� , / v g ! ACCESS PAMELA ANN MADDALENA WEISMANN) ( 12.43 / I of /i P 568i 9y EASEMENT 0 D POND ROAD FFLR 13. � 6 � � //��0 14 T D RIDGE / / / DB 9904 PG 15 LINCOLN, MA 01773 E STING 28.6 nNG TEPS � \ � \\ TO BE R TA/NED / � 2 ADD nONAL RisE / ALK 12s/ / REFERENCES REMOVE GA, + 5 G� 0 i BIN PAD 21 / SF P 6 / DEED :BOOK 1969 PAGE 343 M 2 5 P RC 3 �� 6 PLAN-BOOK 163 PAGE 91 �. / : �� �: F OF OP ORCH PANSIONl) 5 OF L P SITE P" AN' L® A N D" C8 49 SF-* �G�/ GR C�. OF 15-F0 MAP 226 #47 OCEANAVENUE EASE NT PARCEL 3 ' 6 SX •p xRIDGE CRAIGVILLE, MA S_ 44.0 p FLOOR.Q' O oR :PREPARED FOR 23.2 PAMELA WEISMANN DATE.- 7 22 2015 Gj Z - of tH of M off 508-362-4541 G� tN Mgss �� Assq fax 508-362-9880 MAP 226 y�FA q � p do ownca e.com PARCEL 29 o DANIELA. G o DANIEL d a r P � � I o _ OJALA A. �- • x RIDGE I LA OWN en ineerrin8s Inc. _ j 49.1 CIVIL OJALA CQa g cA o No 40980 FLOOR .�F civil engineers snee rs 25.0 irST F&SSA o Ian surveyors Scale: 20 /oNnL S l 1 939 Main Street ( R to 6A) 0 10 20 30 40` 50 FEET .DATE DANIEL A. OJALA, P.E., P.L.S. YARMOU THPOR T MA 02675 + DCE 14-098