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0172 MILLWAY
Arlf,'1 '14: 61;:i'''''?ft;;:1111:14/11111) ''41.1 ',44'. It'Ail '--dit'sfir' .;1°...-:"--!'"':'-;.4 ''',n-''''') 44 e. ,..;. :,�..., is - .;.r.:.,. n..., .,: s.. . „ti - .. , a',. ., :: _ ft i `! Y S If � F ,'wi. r r,,� ,,/ t �. il .. vYl� r, .1 , g v is wC y a K.z, 4; j, Oir k. tlt r l_ • _ ,�Ytti::. ,};;v;r7 r��ibfl f "R.'��}, ,�, } � <'"b'�;{,n •ep'� �?�. � ✓�x, J h 11 ,:,�e�111��'; [t..�� ��''�`. i i F �� �..f � i,.�+.., ,n ✓ / Y ,r +1 iA- f fcLy r {� {� �j� S, '�1� e�,�rls1.+� .. ;, it .,,i,., Y�'S r"' iJ�1;.�' ;"'�,r.f�fll��aF'�9.i�i4 `,���Ait�''+. t. .lti. a h.e.� �R lK r. �t 4�Y��r .+yl ,s � ! �x t r �f$ � �'"�.�,''sk�+ re���;�-��'+ S YY o x � : �! r�r r 1 � vYwr1�7��i •.. � /y�4r�yr � r ` .. a �� �+�Ct y` � r ��'`. „ , C�fY . c ��`y ..+ P ✓ n �tY� 1 (.,J✓ ( ,�,,ofiriApit w CRC .1,141(vrh:;), A. 9. o o tt ,mot P .. w • • 11 • A. M 4 4 ° • • aG 90 o • o ,. n. �. r , + e ° o99 a a a , , n G ,, 0 r. ? ° o t 2 , a e ar° ° + o u d r • _. Tn ,a°°n' Gen o -e a .' n - - - e -_ - ° ^' .R y 4rYS ,. �T - ;i :c - a, It ..ram- Pl asam'a7, --ex. t s,`ri n m ':'1 n Town of Barnstable ; �� i�''f:t., ?e. .' V �.K x ,fi "tr �r ..ate .'�a �' aat:: f Post.This Card,SoLThat,it is;Vtsible From the Street;; App°roved Plans'dMust be Retained on Job;and this Card"Must be,kept MitNfj'CA[tLE, ..I �y '` 1,,,,,„Ito ,i. �?"' N i}. .v P y y'„ ,'3+ £� x fi ..ka ding ,O M Posted Until Final Inspection Has Been Made s63p . 3-y r" a > lit , Where a Certificate off®ccupancy,is:Requ�red,s"uch Buildingf,shall Not be Occupied until a inaI Inspecti2n has been.made �, ups . .. �.. ,.:. .,x� x�.. � �,. .� � . ,,�, .,� .. �: Permit No. :B-18-2385 Applicant Name: MULLEN BUILDING& REMODELING, LLC. Approvals Date Issued: 08/14/2018 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 02/14/2019 Foundation: Location: .172 MILLWAY, BARNSTABLE Map/Lot: 300-034 Zoning District: RF-1 Sheathing: Owner on Record: BERNARD,RICHARD&MARGARET Contractor Name:`-•MULLEN BUILDING& Framing: 1 REMODELING, LLC. Address: 172 MILLWAY 2 ' ' -Contractor License: 175317 BARNSTABLE, MA 02630 Chimney: Description: Add Shed Dormer, Half Bath,exterior staircase andfdeck for access Est Project Cost: $150,000.00 p _' `` Insulation: to second floor of detached garage,new siding�roofifiing'windows �, Permit Fee: $815.00 Project Review Req: Existing structure must comply with table 302 6;Ma ' ,Fee Paid. $815.00 Final:U1< 3 7 Q } amendments.Structure not to be used for sleeping ti> Date: 8/14/2018 Plumbing/Gas c:) 'HA)'151. ' ,,'''''''-' ::' - •- gLsabizrti-Ten-8 Rough Plumbing: k '',.., ,,,, . , ,, .:-;S'C., :. ,.. ' ' .� uilding Official Final Plumbing: B CLA Ml Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved application andi eapproved construction documents for which this permit has been granted. \ All construction,alterations and changes of use of any building and structures shall be in compliance with the local-zoning bylaws and codes. This permit shall be displayed in a location clearly visible from access streetor road and shall be maintained open for public inspection for the entire duration of the Electrical work until the completion of the same. `t ` Service: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Gfficiia re prov',ided on this permit. Rough: Minimum of Five Call Inspections Required for All Construction Work: ' u 1.Foundation or Footing Final: 2.Skeathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed Low Voltage Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Pric-r to Covering Structural Members(Frame Inspection) Low Voltage Final: 6.Insulation 7.Final Inspection before Occupancy Health Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: • • ell kl c .oi'urr. AY t.. GN.,. LLC how — ..'''''''.*,,,,- W.:'. ..:..,:«41-t1;•:-;::ir" �a ARCHITECTURAL.DESIGN' �.lr r STEVEN COOK 43 BREWSTER ROAD PH:508-274116e MASHPEE, MA 02649 FAX:50$-539-94O2 • WWW..COTUITBAYDESIGN COM STEVE@GOTUITBAYDESIGN.G0:"1. • I LC . �f . � �' Oi C77 N-A RAi t U f i � i i • . !M C` .2O.` ..J , 5e-t�r;i i .. i•Z Z I �G?S a. 1. •.•�., -7 Z. 4.;�G'► i 2 t f R E � +"j/3z. Lt.),,.5. . i 5 / rr.3u .t .R 't, . . .. ' ( i .r &74::. :T-4- ii- & `1, ,•" co 4TC I4 :ls& �`ET&I I ti f. r F ' ' ' ' ''-' - ' ' ''' - '''' ' 'fA-i t ' .':0 c --- '' zo' t-4 - -a- rA:40 .. . ..,. . . I 1 [ -!-ck)00-z) ,. -T-ur, .... - ,, ,, I . . i)Jui , . ... '.P.€ - , - 1 x f8 1 R i r E I t d r • s • i t • • 1 3 • I x £ s a f p 3 , IN, LLC ARCHITECTURAL DESIGN', STEVEN COOK. 43 BREWSTER ROAD PH:508-274-116e MASHPEE, MA 02649 FAX:508-539-9402 WW1V.COTUITBAYDESIGN GOM SIEVE@GOTUITBAYDESIGN.COM i\..,,\ r k W ' 12)E"TiA' ' ' ' . 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TzApr�C p r , Hc I5uc.AT.tc)c� • FIRE AND SMOKE PROTECTION FEATURES 722.5.2.3 Structural steel trusses The fire resistance (3048 mm)•;shall consist of sheathing;sheathing paper. of structural steel trusses protected with'fire-resistant and siding as described:is Table 722.6.2(3); materials sprayed to each of the individual truss ale- menu shall be722.6.2 4 Floolrs and roofs.In; the case of`a floor or permitted to be determined in actor: roof the standard test rovi•des onlyfor testing dance with this section: The -thickness. of the fire- p ';for fire• ;' exposure froth below.Except as noted in Section 703,3, resistant material shall be determined in.accordance with Section 722;5.I:3;The weight-to-hearted-perimeter Item 5 floor or roof assemblies of wogd.framing shall �� ratio (W/D) of truss elements that can be srmultane finis upper membrane consisting of2.a subfloor,and , • ausly exposed to fire on all sides shall be,detertiiinedon. finished•floor a that•hag•to Table fir 6.2(4) or any i- the sane basis.as columns, a i specified in Section other membrane that has a contribution to fire nests 3,' : 722E 1.1.The weight-to-heated-perimeter ratio (WIDj' ee of not less than 15 niinutas in Table.722:6 2(1). of truss;elements. that directly support floor or roof•: 722.6.2.5 Additional: protection. Table 722.6.2{5) • assembly shall be determined on the same basis as; indicates the time increments to be added to the fire: • beams and riders;asswool •or resistance cel ere glass l n u fiber,• 'rockwool•, slag mineral g pacified in;Section 722.5.2.1. The fire resistance of structural steel trusses pro- n is m..corporated in the'. • tested with intumescent or mastic fire=resistant.coatings- assembly. shall be determined on.the basis of fire-resistance.tests 722.6.2:6 F• astening.fastening of ,and frame assem: E E :.in ac• cordance with.Seedon 7fl3.2. Mies and'ihe fastening:of memb., es to the good(rani Wood assemblies.The provisions of this section eon- lag members shall be done ins ordance with Chapter • ocedures by which the fire resistance ratings of wood 2 '. y blies are established byy calculations. 61 General.Thi•s section.contains procedures•for.cal •TABLE r .2(1) ating the f re resistance•ratings of walls,. or/ceiling: TIME ASSIGNED TO WALLBOARD MEMBRANES'.a.aa. • roof/ceiling assemblies,based i flo n part on the standard �- shod of testing,referenced in Section 703.2. DESCRIPTION t}i:flN�Ft '%s-inch wood structural panel bonded with filiii\\ min etas) 722,.6.1.1 Maximum fare resistance rating Fire-, exterior glun 5. resistance ratings:calculate&for assemblies using the �\ is inch method•s in Election 722:tr shall be limited to a maid u` v roott;:structural panet_bonded vJ th ' mum of 1:hour. exteriorjiue 10 • 722.6.1.2 Dissimilar• membranes. Where dissimiiar k°1,n-inch wood structural panel with .� exterior ue 15 ��` ��,N.Y,:':',, • membranes are used on a wall assembly-that requires. � �� consideration of fire exposure from both sides„the caI=..' n` psum walibosr. 10 : culatian.shall.be:made: from: the least. fire-resistant • (b esker)side, 112-inch gypsum wallboard, 15 22 6.2 Walls,floors and roofs.These procedures apply s/s-inch•gypsum wallboard. 10, both toad bearing and nonload-bearing assemblies: _ • 25 722.6.2.1- Fire-reslstan ,� �/2"tAch Typa_X gypstuii;wall�Srd } ,, assemblies,The re-resistance of a wood e` 2S ce ratingof 51-inchX � ratingframe e Type gypsum;wallboard 4U . assembly•is equal to the sum of the hoe asst ed to the lln. Double !s-Inch:gypsuttt wallboard Im membrane.on the fire-exposed side, the time assigned, 'A -Inch�\ to'the framing members and the time assigned for;addi- :-inch+ /cinch-gypsuiti.wtt.: .. xd 35 tional contribution by other protective.measures such as,. Double'i'-inch gypsum wallboard ( insulation.The membrane.on the unexposed side.,shall • • 1 ` ' N not be included in determining the fire resistance=of the For SI: 1 Inch=25 4 mm. O assembly, • a These values applyonlywhere membranes are metalled on framing members that•are spaced;16 inches o.c or less 722 6.2 2 Time assigned to membranes. •Table b.Gypsum wallboard installed over.framing yr furring shall be Installed so 722 6 2(1.)indicates the trine assigned to'membranes on. that all edges are s gsupported except'!,Inch Type J(gypsum wallboard filliu the fire-exposed side. shall.be permitted to be installed hortcantally with the horizontal joints Vi 722.6.23 Exterior wails. For an exterior.wall vVith;a sta1�ed 2a inches each side and_unsupported but finished. • c. On wood frame floorlceiling or rooflceiling assemblies,gypsum board • fire separation distance\ �r" greater•tlnall l�l feet (��148 shall ba installed with the Long,cllmcnaiar Pe, *Pe- to framing mm), the wall is-assigned a rating dependent on the members and shall'have all Joints finished .' interior membrane and the framing a$ described in. it The membrane on the unexposed aide email not be included in determining ` e- Tables 722 6 2 1 .,.and 722 6 2 The the fire resistance of the assembly Where dissimilar membranes are used ( ) (21: membr n e �n r „ web ut eof on separation tpos distance greater.'than 10.feet a The time esker)si the_`calcutat on shall be made_ircrm tiro least ilr � ��ti ant(weaker)side. ma.assigned is not a finished rating. 1 - l -2tl15 INTERNATIONAL BUILDING°:CODE' ..y. 201 FIRE AND �` E,PROTECTION FEATURES -s TABLE72262( i TIME AS, IGNED;FOR CONTRIBUTION OFWOOD FRAME.'°a , DESCRIPTION- . . TIRAEASSItiNED TOfRgME.(en ilk04s.��. fl l :heso.d. tn„utaa) c70" `Pk= ° �d•roof joists l 6-inchas o.c. ZQ • lA . a u=25.4 mm. • a, °+not:apply..to•stu'daorjoi tsspacedmorethan.i6-inthes�oc. :t be nominal 2 x>4.and all joists shall tiave.a�namtnalatucltness of not less than;2 inches. F t. t" vans for joists shall be determined:in stccordtuiee:.with Seale is 23QS:4.2.42308:7 I and'23013.7.2. TABLE 722:6.2(3) •.l EMBRANE°ON EXTERIOR FACE OF WOOD STUD WALLS N SNEAT INti • PAPER... ` . EXTERIOR FINISH ' Lumber siding Wood shingles anti shakes: 1,01tirttri,,i4i4w Is di uidh•T G•tiimber' s '/,=inch fiber-cetmtent.Iap,:panel or shingle,a ;F,-in,h exterior glue wood structural panel '/,-inch•wand stcucturaLpanels-exterior t3> . '/_-inch gypsum wallboard. Sheathin - , i i `cinch gypsum wallboard Sheathing paid /;-inch.hardbaard '/Z-inch fiberboard Metal sidling: ? f \\ Stucco on metallath c Masonry vtieer a ' None '''.:41,11#11,7; / Vinyl siding: -inch exterior-grtide wo s od etreettiral 04 4t; : inch...25.4nun. rl u s *r 4xambinofion.of sheathing,•paper:and exterior finish•ls• pe;7ttitteil: ,a TABLE 72*a;2(4) FLOORING OR,:ROOFINti OVER,WOOD FRAMINf3' C I` SSt 98LY STRUCTURAL MEMBERS SUEFLOt7R OR ROOF DECK ,... Fu+1tSHED FLQORING:Oq;ROOFiNG • \ `� Httrdwood:or softwood flooring on bttildin x �l R B Paper Zesilietsf 1 IRx>r Wood, �i13-inch woad stiudtural panels tir pa Parquet floor•felted;synthetic fiber floor,coverings;carpeting: !tb-inch T.&:G softwood ceramic tile titt /y inch-thick fi er-cemerit.underlayment or P; •thick panel-type underlay Ceramic tile on I'!{-inch tnoitar bed ldestxi Woad' �s/sz-mch wo• odatru• cturul panelk;ar � .�-iinished rooting material with:or without insulation to t SIi :inch=25.4nun, .ti. v TM,' isio app►ies only to wtiott joist construction.It is riot applicable to wood truss-construction: .,:t;t,e411%4, 4A,Mle :a itiiiiiiiiiiiiVtf TIMEASSIGNEDFOADD TI NAl.PROTECTION:R DESCR(PT1oN:OF ADDITIONAL PROTECTION. FIRE RE .-„1,:';i:,,s,:i..„,..i'.:!:-.,,,:.'-;i:r:,:41;71:•!.5:1,L,, ,,:,:v;:itratv/e4:;•'.. sts ANct: '€t Die fire.r eststauce.rating of wood stud walls;if the spaces between the,studs are:completely fiiled..••with Lt . fiber r mineral wool.batts weighing not leas than 2 pound:.per foo .6oiind t.0 ( P square foot of wall k Nil r rockwool.or slag material wool baits weighing not lest,than-3 3-pounds per cubic foot(l pound per 15. l .nototere loot of wall surface),•or cellulose insula ation having nominal density not less than 2.6 pounds per.cubic kott Ki: i rundJcubie lust=1b.QIt35 kJm', 4 \F\ S: 2OlS.INTERNATIONALBUILDit�3 �. o mHEATLOK® I °8 G3� 1 u e B M7d4 0 r Density a 23 Ob/ft3 Company Name Cape Cod Insulation Phone Number 508 775 1214 Applicator Name Dave Sousa Installation Date 10/3/2018 Jobsite Address 172 Millway A-Side Lot #'s PA86001801 Permit Number B-Side Lot #'s P3477017818 Location COInsulation Thickness Total R-Value Approximate ka,,Pit. Walls 3.2" R-21 480 Attic 5.7" R-38 120 Intumescent Coating Used Location Thickness 0 Coverage Rate DC315 exposed foam 15 mil wet www.Derniillec.com 114 IiiiIIui ©1 AG . ' C 1E® I 08 G3AftIue B 4.45 O Density s 0,6 c o© o Ib/ft3 Company Name Cape Cod Insulation Phone Number 508 775 1214 Applicator Name Dave Sousa Installation Date 10/3 Jobsite Address 172 Millway A-Side Lot #'s PA86001801 Permit Number B-Side Lot Ws P34477017818 Location Ce Insulation Thickness Total R-Value Approximate gic3, Walls Attic 1700 R-38 1700 Intumescent C■gating Used Location Thickness Q C■■overage Rate DC315 ecposed foam 15 mil wet Vrl C1�7 `7�7a®eIllllli�ecac®II[I I! / �Y��•Q� O113KIEEIBC Bowers, Edwin To: doug@mullenbuilding.com Subject: RE: Bernard garage Hello Doug I do not believe this shows Code compliance. Perhaps check into some type of coating that would give you the separation needed. It would need a design professionals approval and stamp. Or if you prefer and feel the state may have a different interpretation or grand a variance. I could write a letter of violation which you could appeal to the state.To try to obtain approval. There would be no hard feelings. Either way. From: doug©mullenbuilding.com [mailto:dougCa�mullenbuilding.com] Sent: Saturday, January 26, 2019 2:57 PM To: Bowers, Edwin Subject: Fwd: Bernard garage Hi Ed, Please see attached. I will be sending a picture and video of wall thickness showing the 3/4" ply underneath the tongue and groove. Steve didn't include that in the attachment but said he will adjust if needed. Begin forwarded message: From:"Steven Cook" <stevePcotuitbaydesign.com> Date:January 3, 2019 at 4:15:00 PM EST To:<doug@mullenbuilding.com> Subject: Bernard garage Thank you, Doug Mullen Owner Mullen Building & Remodeling, LLC Doug, Hopefully this sketch & info works for the building inspector.This garage is a detached structure and not used as a sleeping unit. Steve Cook CAUTION:This email originated from outside of the Town of Barnstable! Do not click links, open attachments or reply, unless you recognize the sender's email address and know the content is safe!' 1 [g-d3K5 • Ninth Edition 780 CMR 107.6 Construction Control Document Construction Contractor Services Certification Pursuant to Section 107.6.3 Name of Contractor: 'DO'u61 MVI.L t cur d?lqI 6 If a Corporation,name of responsible Corporate Officer: If a DBA or Partnership,name of individual: I hereby certify that, to the bes of my knowledge and belief, construction performed under permit number "IS"2385 issued on has been completed in substantial accord with the approved construction documents, with all pertinent deviations specifically noted per Section 107.6.3 of the Massachusetts State Building Code(780 CMR),9th Edition Base Volume. Name of Project: 6E Address of Project: I7 2, MlL,Lt,JAy 8/J' TATA-sC List of Pertinent Deviations: RNA titfON of ft W ' I-P5 tt r— c4 it D," COirrwh Ai,L Wod) PAtu rGalp la1 S 1N TOE 6,AQA45 F tO t'J T AMJD Gig—rye 2-3c 7.1)15 CfOA/ 7Z24,Z. I /lit. z� tJ Mr5T1°h, 'Pee Ammo t S s I F is ii'rcrii S Print Name: DO%%, AAU1.( J ) Signature: k-9) Date: Notarized by: Standard Notary Statement: This document shall be submitted to the Responsible Registered Design Professional (RDP) and, when requested, to the Building Official in accordance with 780 CMR section 107.6.3 (9th edition) at the completion of all construction projects performed pursuant to 780 CMR Section 107.6 Control Construction. \\ U \ 5\ ,- \ ..... D-3(.-' 0, \ $ - 3 g1/45 ., ,,t aw . \\ (� ¢ N cc, • \ Q �9" • \\ W Zoe '\ E' I4u) `n>< EXIST. oaf GAM E ROOM MRS M6 1CI EXIST. 16"I-JOISTS i EXIST. 5/8"TYPE"X" IILI° a FIRE RATED GYPSUM BOARD APPLY 1 HOUR FIRE RATED CLEAR INTUMESCENT COATING ON ALL INTERIOR ry WALLS PER MFR. DETAILS I--I 0 EXIST. 1/2"PLYWOOD W/ 4-1 3/4"VERTICAL PINE T&G VERTICAL BOARDS . I-I I—I EXIST. M. GARAGE 41 " /\/ Q Ei 1-10 z Z EXIST.2 x 4 WALL al NOTES: w 1.) APPLICATION OF INTUMESCENT COATING ON INTERIOR WALLS ALONG WITH W 1-1 EXISTING 5/8" TYPE "X" GYPSUM BOARD WILL MEET THE REQUIREMENTS C P OF IRC 2015 TABLE R302.6 FOR DWELLING-GARAGE SEPARATION. <11 . ll 2.) IRC2015 TABLE R302.1(1) REQUIRES A MINIMUM FIRE RESISTANCE RATING Z OF 1 HOUR TESTED IN ACCORDANCE WITH ASTM E 119 OR UL 263 FOR <4 Fl CV EXPOSURE FROM BOTH SIDES IF WITHIN 5 FEET OF ANOTHER STRUCTURE. THIS GARAGE IS A DETACHED STRUCTURE WITH A GAMEROOM ABOVE. 5CAL THE EXISTING WALL FRAMING ALONG WITH THE INTUMESCENT COATING i/2„ - i o MEETS THIS REQUIREMENT. t W DING DEPT. 3.) IBC2015 TABLE 722.6.2(1) SHOWS ASSIGNED TIMES FOR W ALL MEMBRANES bA1� ON THE FIRE EXPOSED SIDE. JAN2 9 LOIN 1/29/2019 15/32" WOOD STRUCTURAL PANEL = 10 MINUTES uvvly OFBAPNSTAB�-E DWG. NO,: WOOD STUDS AT 16" o.c. = 20 MINUTES Bi U Poi' XCd .,,�y _ 'a ,,Fno ....:,...4.41.t.„:4„ , ' __,_,_ tiofy� For iir Sal ter F1aaiari�e!ff-Fit e�Barrier Paint X *: And Fire Safety Designs 4. fin. .. -.. Submittals LISTED 'INTUMESCENT'COATING 4. "' The intumescent fire protection material shall be ' � `lameOFF Fire applied at the required thickness to be compliant ! with the testing specifications. Barrier 'Paint Quality Assurance Tested°in accordance with ASTlvI E 1 L9 and to' 1 _' ry •" The intumescent fire protection system is manufactured VL 263&NFPA 251;standards.:Also.tested in -i. . ' under the follow up service program of ICC-ES (www.icc- r accordanceASTM2768 for fla me spreadand es.orq). e;' ' v .smok mdex,,; Applicator Fire pResistance Rating, - A firm with expertise in the installation of the fire When appliedto structuralsteel gypsun�wall _ , resistance and/or similar materials. assemblies gypsum•fioor/ceiling,wood wall g 'i Delivery, Storage a and assemblies and,wood floor ceilings assemblies as per•test results at ICC;ES and•QAI FireTesting Handling Laboratories" Delivery of materials to the project in manufacturers unopened packages, fully identified as"FlameOFF Fire Material Details _; i Barrier Paint". Package materials shall bear the FlameOFF�FCIn applied;to various mil- appropriate labels seals and labels for fire resistive s, rating and shall be stored at temperatures between 45°F depending onthe substrate and assembly being„ - j (10o C)and 1000 F(400 C)in a dry interior location away treated for flame and`.fife resistance:Contact from direct sunlight. DO NOT FREEZE. ' 1ame04 Coatings to determine Mil thickness for the appropriate.application and desired ; P ro j e ct/S i to Conditions. - ' ` rating i.e i:'hour>•2.hours, :` .. The minimum substrate and ambient temperature of 45° F (10.° C) shall be maintained prior to, during, ' -a.;- _. and a minimum of 72 hours after application. Relative humidity shall not exceed 85% throughout the total period of application and drying for the intumescent fire resistive material. Job Site Scheduling Applicator shall cooperate in the coordination and scheduling of fire protection work. ltJILD NG DEPT. JAN 29 2019 • OWN OF BARNSTABLE ems^ r ' t'z'-..7':‘ ":",;- mile ,.... , -- ,, -2 ,4:..t„J,,,,, , _ Solutions For Fire Safety I { F 'ni ®if-Fire.Barrier Paint _ And Fire Safety Designs Intumescent Fire Protection Application System The intumescent fire protection system shall be applied Intumescent fire protection material shall be applied at the required dry film thickness per the appropriate in accordance with drawing, and/or specifications, and ICC-ES and QAI listing certificates. shall have been tested in accordance with procedures of UL 263 or ASTM E-119, and reported by ICC-ES Inspection and Testing and QAI labs fire protection listing certificate. In addition to continuing wet film thickness checks Decorative Top coating performed by applicator during applications, the installed intumescent material shall be No top coat is required. Topcoat may be applied for inspected in accordance with the AWCI Technical color-coding, aesthetics or additional surface Manual 12-B "Standard Practice For The Testing and protection. Inspection of Field Applied Thin-Film Intumescent Fire-Resistive Materials; an Annotated Second Do not use Solvent based top coating. Edition", before application of the top coat. Preparation The results of the above tests shall be made available to applicable parties at the completion of each area �.. All surfaces to receive intumescent fire protection and approved prior to the application of topcoat. system shall be clean, dry, and free of oil, grease, • loose mill scale, dirt, dust, or other materials which A dry film reader can be used to insure dry film would impair bond of the intumescent fire thickness and can be supplied by the manufacture protection system. Any cleaning of the surfaces to if no third party inspectors are available in the area. receive the fire resistive material shall be the responsibility of the party applying the intumescent fire protection system. m, „... _ .R. .. Phone: (888) 816-7468 Email: info@flameoffcoatings.com Web:°www.flarneoffcoatings.com FlameOFF Coatings,Inc,owns and certifies all data in this document.I his document may not be altered by anyone other than FlameOFF Coatings,Inc. I-laitii The[late and suggested formulations in this bulletin are based on uformalroir believed to be reliable and are offered solely for evaluation investigation and verification of numerous factors affecting results.FlameOFF Coatings,Inc.products are sold with the understanding Me purchasers will make their own tests to determine the suitability of these products for the particular use. We assume no liability or F iieOFF responsibility for any damage to person or property resulting from or Modern to the rise of our products-Statements concerning the (� use of FlameOFF Coatings, Inc products are not be construed as recommending the infringement of any patent. and no liability for infringement wetting out of any such user assumed fF. +„P Oa col 'y*,.� ,', rr:, •3ri�"",i Pn`Y%4 3=�§"*+t < , l Oa �*i h am} per`} A '^`�"$` '-'1."-,` `iF.';r °--, i. Fa eo r Sub mittal Data Shefet� .{ ilme()ff lire Barrier Paint G,ypsum/Wood Selection•&.-4ecification,Data '-P _ l Testing Q Certification , r< Generic Type A water-based intumescent coating that consists of a Listing This product has been tested in vinyl acetate resin. accordance with ASTM E-119 to UL 263 Description A decorative,thin-film intumescent coating designed standards.It meets the requirements of for fire protection of Gypsum/Sheetrock and Wood IBC/NFPA Building Codes. applications for interior use requiring ASTM E-119, ASTM E-119 2 hours ASTM E-84,NFPA 251,ULC CAN S-101. . ASTM E-84 Class A Features • Certified to ASTM E-119 • Decorative aesthetic coating-provides a hard, ��� durable,architectural finish. Required DI 1 a' • Well suited for residential and commercial ", applications Required Dry Film Thickness&Corresponding Coverage Rate • Space saving-ideal for applications when additional layers of gypsum cannot be installed 45 Mils DFT 30 Mils DFT 15 Mils DFT • Compatible with most topcoats(though not 25 sq ft/gal 37 sq ft/gal 75 sq ft/gal required))coating-offers an economical solution to 1 5/8"Type GypsumX 2 Hrs* 1 Hr* Class A** • Thin film alternative fireproofing „ Class P 9 112"Regular 1 Hr* A** • low VOC,LEED compliant . Gypsum • Easy repair-If damaged,product can be patched w Wood 1 Hr° Class A** easily *ASTM E-119 1 and 2 hour ratings Color White **E-84 Class A flame spread rating Finish Smooth Primer None required for applications on Gypsum or Wood 'Packaging, Handling $torag Topcoat For interior conditioned space,topcoating is not Shelf Life 12 Months required but may be applied for aesthetic purposes. Shelf life when kept at recommended storage conditions and in original — unopened containers. Product must be topcoated if there are environmental Shipping Weight exposure requirements.Refer to FlameOFF pp 964 lbs per 5 gal pail Coatings,Inc.technical support. Intumescent coating must be applied to the required Flash Point (Setaflash)93°F(30°C) DFT and fully cured before topcoat is applied. Store indoors in a dry environment between 45°F Storage and 105°F(7°C and 40°C) Thickness Packaging 5 Gal Per Coat 20-45 Mils WFT Solids Content By Volume 70% ' Theoretical 1075 sq ft/gallon at 1 mil(1002 m/at 25 microns) , Coverage Rates 36 sq ft/gallon at 30 mils(3.3 2 m/at 750 microns) VOC Values As Supplied 0.06 lbs/gal(7 g/l) This product is proudly manufactured in the USA Phone: (888) 816-7468 Email: info@flameoffcoatings.com Web: www.flameoffcoatings.com I FlameOFF Coatings,Inc.owns and certifies all data in this document.This document may not be altered by anyone other than FlameOFF Coatings,Inc. - The data and suggested formulations in this bulletin are based on infonnation believed to be fellable and are offered solely for evaluation investigation and verification of numerous factors affecting results FlameOFF Coatings. Inc products are sold with the understanding the purchasers will make their own tests to determine the suitability of these Fir]JI eOFF products for the particular use. We assume no liability or responsibility for any damage to person or property resulting 11 11(� �j from or incident to the use of our prorhrcts.Statements concerning the use of FlameOFF Coatings, Inc products are not be construed as recommending the infringement of any patent,)and no liability for infringement arising out of any such use is assumed. a EMI ,, , 0 Submittal '6ata Sfheet. = J ,Flanae®ff Fire Barrier Paint i G.ypsurr'/VI/®od, • • Schedule Substrates 3 Surface Preparation, £ Condition Material —HumidityGeneral All surfaces must be clean,dry,and free of oil, Applicationa __ grease,loose scale,dirt,dust or other materials that Temperature Minimum 40°F(4 5"C) 0/a would impair the bondingof the intumescent coating &Humidity Maximum 105°F(40°C) 85% • p to the substrate. Surface Handle Recoat Recoat Topcoat t Temp. (spray) (brush) • Application Procedures ',_ ' " 50%Relative p p = .. Humidity General Product may be applied by brush or spray application. 70°F(21 °C) 24 Hours 7-8 hours 2-3 hours 48-72 hours ' Do not apply with a roller.Spray application is Curing times are dependent upon temperature,ventilation,and humidity.Lower temperatures will recommended for the optimum appearance. slow down the curing process,higher temperatures will speed up the curing process.Additional ventilation(add fan)may expedite curing process.For optimum curing,it is recommended to apply Airless Spray A single coat built up with a number of quick passes coats at 20-45 mils wet per coat.Material Is ready to be topcoated when an average Shore D allows greater control over quantities,thickness and hardness of 70 is achieved. finish. t **Note-In most conditions,it is advantageous to apply ll!catlont,... i _71,.Guidelines �, .` two thin coats rather than one thick coat.** General equipment guidelines are given below,and may need to be modified depending on individual jobsite conditions.Contact FlameOFF Coatings with any questions. Application Spray:20-45 Mils Wet Film Thickness Airless Spray Use 1.0 gal.per minute electric airless(minimum)to Rates Brush:10 Mils Wet Film Thickness provide an operating pressure of 3,000 p.s.i.(140 **7 hour recoat time.See Application Manual.** kg/cm2). **Remove rock catcher from siphon tube.** Wet Film Frequent thickness measurements with a wet film Spray Gun Contractor Gun(with filter removed)or equivalent Thickness gauge are recommended during the application process to ensure uniform thickness. Spray Tips 0.021"-0.025" Fan Size 4"-10"(depending on section being sprayed) Hose Length 50'(15 m)maximum , s __ Material Hose 1/2"LD. Cleanup Safety r 3 LL Cleanup Flush pump,gun,tips,hoses and mixer with hot water **Listed here are general equipment guidelines for at least once per day. the application of this product.Job site conditions Safety Follow all safety precautions on the product Material may require modifications to these guidelines to Safety Data Sheet. achieve the desired results.** Overspray All adjacent and finished surfaces shall be protected ' • . - from damage and overspray. Thinning DO NOT THIN or alter in any way. • Mixer Use 1/2"electric or air driven drill with a slotted General if coating becomes damaged,rebuild the required paddle mixer(300 rpm under load) thickness by spray or brush.When dry,smooth and Mixing Product must be mixed using a 1/2"electric air driven finished,topcoat may be applied.The repair area must follow all surface preparation requirements before drill with a slotted paddle or Jiffy mixer blade.Mix reapplying the coating.The coating must be built back material for a minimum of 5 minutes to achieve the to the original thickness. necessary texture required before spraying. Phone: (888) 816-7468 Email: info@flaiiieoffcoatings oati g. -c... .com Web: wwvv.flameoffcoatings.com FlameOFF Coatings,Inc.owns and certifies all data in this document.This document may not be altered by anyone other than FlameOFF Coatings,Inc. The data and suggested formulations in this bulletin are based on inlonnation believed to be reliable and are offered solely for evaluation, investigation and verification of numerous factors affecting results. FlameOFF Coatings Inc. products are sold with the unrlcrstanding the purchasers will make their own tests to clelermine the mutability of thew Fla TieOFF products for the particular u e Ws assume no Irabilily or responsibility fix any cloning,:to parson or properly r:;ultinfj 111 (�jj j from or incident to the use of our products Statements concerning the use of FlameOFF Coatings, Inc_products are not be constrvecl as reconuneriding the infringement of any patent, and no liability for infringement arising out of any such use is assumed. • 6 .. 1 r - - 4 ,- 0 Solutions For Fire Safety Flarne®fi Barrier Paint - And Fire S ``fetir Designs ,1 EQUIPMENT Stir Stir thoroughly and apply WFT as specified. Do not apply in temperatures below 45°F(10°C). Product may be applied by brush or spray application. Do not Roll. Spray application is AIRLESS SPRAY recommended for the optimum appearance. Primer must be applied to Steel substrates. • Fluid Pressure.. 2,000 p.s.i. (140 kg/cm2) • Strainer 100 Mesh (or remove) APPLICATION RATE • Spray Gun Contractor gun (with filter removed). Spray... 45 mils (1.14 mm) per coat (wet) • Spray tip 019—.025 Brush... 10 mils (0.25 mm) per coat (wet) • Fan Size 4"-10"(depending on section being sprayed) CHARACTERISTICS • Hose Length 50'maximum Finish Flat • Material Hose 1/2" I.D. Color Off-White MIXER Durometer Hardness D 2240 68 Shore D 1/2"electric or air driven drill with a slotted paddle mixer Impact Resistance D 2794 92 inch-lb (300 rpm under load) Abrasion Resistance.D 4060 .1900 g/1000 cycle Bond Strength D 4541 7000 p.s.f. V.O.C. (47 g/1) Pt 91. 8t OZ ZZ to. 9Z 8Z O WET FILM THICKNESS GAUGE Volume Solids 70% 1.0 . Drying Time from 2 to 8 `' �' 4 hours depending on WFT and conditions. ,_ 'I?, 'la 1 1 , e(IP FIF , ,,,,,, ,,, Type of Cure Coalescence (888) 816 7468 w fl Flash Point None k co `�wwameoffcoatings.com ,...1 1 TO 80 MIL SCALE CO Reducer/Cleaner Water 80 70 65 00 ii 50 45 4O Shelf Life 12 months(unopened) Packaging 5 gallon containers Shipping weight 5 gallons-64 lbs Phone: (888) 816-7468 Email: info@flai-neoffcoatings.com Web: www.flameoffcoatings.com FlameOFF Coatings,Ine owns and certifies all data in this document.This document may not be altered by anyone other than FlameOFF Coatings,Inc. The data and suggested(nrnwlat,ons in this bulletin are based on information believed to be reliable and are offeroil solely for evaluation, '': investigation and verification of Humorous faclors affecting results.FlarneOFF Coaling, Inc pioducts are sold with the understanding the purchasers will make their own tests to rleteuntne limo suitability of these products for the particular use We assurne no liability or FlameOFF esponsibility for any damage to person or property resulting]from or'incident in the use of our products. Statemenl.s concerning the use of FlameOFF Covmys, Ir c products are not be conshued as ter ommendiny the inrring,ment of any paten/ and no liability for infringement arising out nlany sur h u.e r r ;umod a, .» . = .. -.4 --,n',,,''.' ,-e4,,,,,,,-,„, \.4'=' - k ..„.•*.tW,,,*‘,.,.'4'... , ,'1,. \..1. , , .6. r ' ,7,:: . ‘'N,"._ - 1 '' --z':';.'t'----4•T.:!::;,, ,,,,. 'S 4.--.Z4. ,A, S.)...„."..,‘ , 5 , -, . -, -' .,.-7,, ;:--;,':,.1 ',"--,71- :` -• - _ , _, , , , . .,, aiaL,.., ....4., , „ a a 'le . -r...... '''I ''' ''' Solutions Flgrio, Fire- Sa.,,Lety;:- • -,-;.!. -H ire Barrier Paint , and Fire Safety Desigt7,•%. 'I ' -"'' _-----, r • , . . - r , r , FlameOFF Fire Barrier paint isa water based, non-hazardous thin film intumescent coating that provides 1 . up to2'hour fire ratings.on,interior Steel:and Gypsum andll hour on interior Wood. It is,ICC-ES listed, U.L 1 ' tested, and certified to both E-119 (1 end 2 hour)and E-84 (Class A Flame Spread)standards , . FlameOFF Fire Barrier paint is distinguished by its smooth architectural finish, easy application, and 11 d namic researchanddevelopment practices. It has undergone versatile testing and can be applied to a : ,.' varietyof substrates. It is a cost effective, labor and time saving solution to help existing and new building construct onneet and.exceed fire ratingicode.requirements:To top it all off, it is low VOC ancl,LEED compliant! . , . , , . _ ".= ' . 47F.':4'14 4: ..-:. ' • ' .. sa 40%."., • t t: '1 • — -.. ...”.-- . n. . ,..4., ‘.. •• , 1 . . VI • ,- ,,,, ' , • —— - --- ,, — 1 ' During. Burn ' - After Burn , _ - Dry Film Thicknesses Steel Members Corrugated Metal Decking Wood Rating 1 Hour DFT(Mils) I Beams" 43 1 hour Rating 35 Mils DFT 1 hour Rating 30 Mils DFT WF Columns" 57 2 hour Rating 75 Mils OFT Pipe Columns" 97 Square Tube Columns** 74 Rating 2 Hour Gypsum Flame spread I Beams" 71 OSB 10 Mils DFT WF Columns** 161 Regular 1/2", 1 hour Rating, 30 Mils OFT Plywood 10 Mils PFT Pipe Columns" 202 5/8"Type X, 2 hour Rating 45 Mils DFT Roofing Panel 10 Mils DFT Square Tube Columns** 207 *All information Is for illustrating purposes only.Please contact FlameOFF Coatings for estimates. **W10x49 I Beam and WF Column;4x4x1/2*Tube Column; 8x1/2"Pipe Column ICC L_,41 . ., C LISTED • Please find FlameOFF listings on ICC-ES website http'fiwww.100.0S.Org/ • Application Number .-16 - dSK .- + 0 . s' '�; Permit Fee I�"b Other Fee ... .4:465449i, • • Total Fee Paid .................. BUILDING DEFT. TOWN OF BARN STABLE Permit APPrevel bY. 1..B- ( ? €-trait PERMIT la. 2 201 BUILDING `� `BABNST/ -B O Par 1. • APPLICATION TON Section 1 — Owner's Information and Project Location Project Address I•]2- M I LL(o i/ Y Village `4Z-E Owners Name & ►' RI 117 Owners Legal Address 17 2 m 1 k_kirr City B Ab jt• c State Zip b —fo50 Owners Cell# 0( 19( . E-mail 1'2 5v+ lA/r - %6;;/ n, e Section 2—Use of Structure Use Group ❑ Commercial Structure over 35,000 cubic feet ❑ Commercial Structure under 35,000 cubic feet L Single/Two Family Dwelling Section 3—Type of Permit ❑ New Construction ❑ Move/Relocate ❑ Accessory Structure ❑ Change of use El Demo/(entire structure) ❑ Finish Basement 0 Faamily/Amnesty ❑ Fire Alarm Rebuild ❑ Deck Apartment El Sprinkler System 0 Addi • n 0 Retaining wall ❑ Solar ovation ❑ Pool 0 Insulation ' Other—Specify Section 4-Work Description nfC AC' � 5 E^-'1) t—zr70o_ d Gl 0/6,66/ N 5 c7fw, _ 'cam tn/A W1A 7t-J$ T p. t undue 2J9/2r11 Application Number Section 5—Detail Cost of Proposed Construction f ©000 VJquare Footage of Project Age of Structure Dig Safe Number # Of Bedrooms Existing Total#Of Bedrooms(proposed) 110 MPH Wind Zone Compliance Method 0 MA Checklist ❑ WFCM Checklist ❑ Design Section 6—Project Specifics ❑ Wiring ❑ Oil Tank Storage Smoke Detectors ❑ Plumbing ❑ Gas Fire Suppression ❑ Heating System ❑ Masonry Chimney ❑Add/relocate bedroom Water Supply ❑ Public ❑ Private Sewage Disposal 0 Municipal "❑ On Site Historic District ❑ Hyannis Historic District ❑ Old Kings Highway Debris Disposal Facility: I am using a crane ❑ Yes ❑ No Section 7—Flood Zone Flood Zone Designation Within or adjacent to a wetland,coastal bank? Yes ❑ No ❑ Section 8—Zoning Information Zoning District Proposed Use Lot Area Sq.Ft. Total Frontage Percentage of Lot Coverage #of Dwelling Units (on site) Setbacks Front Yard Required Proposed Rear Yard Required Proposed Side Yard Required Proposed Has this property had relief from the Zoning Board in the past? ❑ Yes ❑ No Last=date&2/92018 Application Number Section 9—.Construction Supervisor Name ])D h l iq'S /V1 UtI Telephone Number 17C/- Yr- Co 7"75 Address-Po 17.75, CityNll 5 0V?fl^/UG State Z p OZ-(I tc License Number 01 155 License Type C 5 Expiration Date Zl 2-5I7") • Contractors B*nail `)D W, L)/14 ljl-GE3( i )/,'(I)4 C)/1/7 Cell# 7 7 y-'/V37 7 ' I tmderstand my responsibilities under the roles and regulations for Licensed Construction Supervisor in accordance with 780 4 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your license. Signature ( Date `7 3bi Section 10—Home Improvement Contractor Name/1/1 vL I J 3v/Iit7GV/1 1 e ? j-taTelephone Number .17�:7 374 Address 1?O l citymtg±pvs Mik,s State Tip 426,169 Registration Number 11'51)1? Expiration Date S I understand my responsibilities under the rules and regulations for Home Improvement Contractors in accordance with 780 CMR the Massachusetts State Building Code. I understand the constnictttrn`inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable.Attach a copy of your ELL C... Signature Date 7'1 -1rdl f Section 11—Home Owners License Exemption Home Owners Name: Telephone Number Work Number I understand my responslflities under the rules and regulations for License 'on Supervisor in accordance with 780 CMR the Massachusetts State Building Code. I understand the construction inspection procedures,specific inspections and documentation required by 780 CMR and the Town of Barnstable. Signature Date APPLICANT SIGNATURE SignatureAil ' • Date '1)' ��� Print Name (06 r tV1 Telephone Number 5"0 73 7-, E-mail permit to: t ?l. ./1/1,(//,/ uj -n(?frti% T Pt input.'o Section 12—Department Sign-Offs • Health Department ® Zoning Board(if required) ❑ Historic District 0 Site Plan Review(if required) 0 Fire Department 0 Conservation For commercial work,please take your plans directly to the fire department for approval Section 13—Owner's Authorization I, Mr rcio,e k , as Owner of the-subject property hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for: I t 't2 14_,V1 ukeit-ki VV r- c3 zcn 30 (Address of job) zz) I Signature of Owner date \pia of-r eA 6e v riot-v d Print Name . Last undated:2J92018 (.777s42\, velb,,, Town of Barnstable Building Post This Caret That�#is-srbie From„the treet Approved Pla s MuSt$ t tamed,on ob a d ti�is rtl Mus#Ebe Ke # :. .w y gjg,�• Ear.,?'..x 'E . ... , M �i ;i.,,: ," aF,� a sg .,v„ l s „:,,,,,,,A. a' h ,e� .s Posted Untii Final Inspection al Been a e ,s _ , _ iffe ° 3¢:: s _ Permit here Certfi�tef Occupancy, rs Requred such Building'ha1lNot be ccupied untiia gnat Inspeonhas been made. Permit No. B-17-646 Applicant Name: BRIAN BURBIC Approvals Date Issued: 03/20/2017 Current Use: Structure Permit Type: Building-Addition/Alteration-Residential Expiration Date: 09/20/2017 Foundation: , )/ �7 Location: 172 MILLWAY,BARNSTABLE Map/Lot: 300-034 Zoning District: RF-1 Sheathing: ��•—'--�!p�76'�. Owner on Record: GUTOWSKI,ANDREW gContractor ame BRIAN BURBIC Framing: 1 ., �„ �. Address: 195 DROMOLAND LANE �� Contractor License. 174645 2 CUMMAQUID,MA 02637 � - x A Est Protect Cost: $200,000.00 Chimney: Description: Remove Garage add addition,add bedroom,living omvupgrade per it Ee: $1,070.00 smokes. , Insulation )*eiii io oY !7 � _ . iP a Paid: $1,070.00 Project Review Reg: Remove Garage add addition,add bedroo ;hving'r om, Date 3/20/2017 Final: upgrade smokes. . ' ,, y �i Plumbing/Gas Rough Plumbing: .: , ' r,,,� BuildingOfficial Final Plumbing: ��_ Tom: z This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months afferyssuance. Rough Gas: All work authorized by this permit shall conform to the approved apple on and the approved construction documentsfor which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zonmgby-laws and•codes. Final Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open fo,r public inspe Lion for the entire duration of the work until the completion of the same. ' 3 � Electrical • The Certificate of Occupancy will not be issued until all applicable si•gnatures bylthe uilding and FI a Officials• =r.«vided on th s permit Service: Mi,ui,iuiii of Five Call Inspections Required for All Construction Works 1:4,, e: ,„ 1.Foundation or Footing `'` b Rough: 2.Sheathing Inspection _- M,.�.ti Z. .may. Final: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection — 5.Prior to Covering Structural Members(Frame Inspection) Low Voltage Rough: 6.Insulation 7.FinBI Inspection before Occupancy Low Voltage Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Health Wavk shall not proceed until the Inspector has approved the various stages of construction. Final: "Persons contracting with unregistered contractors do not have access to the guaranty fund"(as set forth in MGL c.142A). Fire Department Building plans are to be available on site Final: All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT , TOWN,OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel U� Application # Lit Health Division Date Issued 0,5117 ehl BUILDING INEPT Conservation Division Application Fee Planning Dept. MAR 10 2017 Permit Fee IOW 0 d Date Definitive Plan Approved by Planning Board TOWN OF B/\F N STARLE Historic - OKH _ Preservation/ Hyannis Project Street Address /72- A/et ti !!�� 4-A N J ,9b Village n C� Owner �"e,9.✓ 4- f iC kyle/ 6€41 oi Address /7 2 Joi`6- 7 Telephone deie--3‘ Z `30 fr 6/7- 8'!y Permit Request /�Pa„ 0 v �.,a�2 A_,5,e 4 d c 4 0/d,40 ' "14D gPc/.�a0..., 1-(0-5 r2frnd" s.H o /lam.f Square feet: 1st floor: existing AP proposed file, 2nd floor: existing 770 proposed /sue Total new Zoning District Flood Plain Groundwater Overlay Project Valuation 249500 0 Construction Type Lot Size 2_ 46tfPf Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ' Two Family ❑ Multi-Family (# units) Age of Existing Structure /jcpef Historic House: ❑Yes 5llo On Old King's Highway: )irees ❑ No Basement Type: Bull ❑ Crawl // CI Walkout ❑ Other Basement Finished Area (sq.ft.) /1/4" Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 9. new Half: existing r new Number of Bedrooms: existing _new Total Room Count (not including baths): existing 7 new -7 First Floor Room Count 5/ Heat Type and Fuel: (rI as LI Oil ❑ Electric ❑ Other Central Air: KVes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No • Detached garage:] xisting ❑ new size Pool: ❑ existing ❑ new size _ Barn: ❑existing CI new size_ Attached garage:(❑"existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) �� Name ' H/" a/( %y Telephone Number 5610p S--;ozds-ai Address ,X � i✓h, RCS': License # CS /d 7 / U�f dA0,./J ,444 Ai 4 OZ4% Home Improvement Contractor# /7 Vl0 V5 Email 6 4'4 ,/C C of/4M € fAr eve / Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO AI( SIGNATURE DATE 3//'O 7 IT FOR OFFICIAL USE ONLY APPLICATION # ' ' DATE ISSUED ' .MAP/ PARCEL NO. ADDRESS VILLAGE . OWNER ti DATE OF INSPECTION: FOUNDATION r GIvsY r/� ` �5� BQ 4 A. I ��� - ����.�15�� FRAME � ir,,�17/(7�iu� .. INSULATION()Seet!WW/o '/ !7�/tt FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. Project Name:__i� � ' YYl0kit ra - /1h;-hay, aid I cirDdrn Address: 1 -1), Permit#: 3- 17 - Permit Date: 3Iab1I1 M/P: 200 - LARGE ROLLED PLANS ARE IN: BOX: A (2 SLOT: 61 Date entered in MAPS program on: By: L ---- • Town of Barnstable 8 Regulatory Services • ` ' ` Richard V. Scali,Director lborsi,6; " Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 — — wwwaown.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Using A Builder I, S 2{ , as Owner of the subject property hereby authorize v2 C`C to act on my behalf, in all matters relative to work authorized by this building permit application for: SA —I 2. OA:l LVJC N r S`l '- -e Vv )49 (Address of Job) **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepte . Signature-of Owner ignature of Applicant Print Name Print Name L3//o Date Q:FORMS:OWNERPERMISSIONPOOLS , Town of Barnstable Regulatory Services N. ' (--(1:W tz Richard V.Scali,Director , °� Building Division tNSTABLE, : Paul Roma,Building Commissioner iAss � �e39. 1Y 200 Min Street, Hyannis,MA 02601 QED MIS .town.barnstable.ma.us Office: 508-862-4038 - Fax: 508-790-6230 C HOMED R LICENSE EXEMPTION Please Print DATE: /i JOB LOCATION: number street vie age "HOMEOWNER": name home phor # /work phone# CURRENT MAILING ADDRESS: / ``- city/town state i zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION O•F HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or int' ds to reside,on which there is,or is intended to be,a one or two- ;• family dwelling,attached or detached structures accessory to such e an or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Si. h"omeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for complianc with the State Building Code and other applicable codes, bylaws,rules and regulations. e The undersigned"homeowner"certifies that he/she understands th Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with sai' proce ures and requirements. Signature of Homeowner Approval of Building Official ; ; ` A 1 Note: Three-family dwellings containing 35,000 bic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HO WNER'S EXEMPTIOi The Code states that: "Any homeowner pe orming work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1 Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,tha such Homeowner shall-act as supervisor." I. Many homeowners who use this exe Lion are unaware that they are assuming the responsibilities of a supervisor (see Appendix Q,Rules&Regulations for ' ensing-Construction Supervisors,`Section 2.15) This lack of awareness often results in serious problems,particularly w en the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person a it would with a licensed Supervisor. The�`homeowner acting as Supervisor is ultimately responsible. To ensure that the homeow r is fully aware of his/her responsibilities, many communities require,as part of the permit application,that the homeo, ner certify that he/she understands the responsibilities of a Supervisor. On the last page. this issue is a form currently used'by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:\WPFILES\FORMS\building permit forms\EXPRESS.doc 06/20/16 ri° WFct-4 A WC Guide Via: gar construction ira Higit W ad Areas 1 !mph Wind Zone lb ii Massachusetts Checklist for,Compliance(780 CMR 5301.2 1.1) ?D 1-rtOt1� i Compliance 1,1 SCOPE i Wind Speed(3-sec,gust) ,11 mph {- ,r` Wind Exposure Category {,.`.- ..g r As .13 1.2 APPLICABILITY Number of Stories (Fig 2} ,. stories s 2 stories Roof Pitch (Fig 2) k/2,-f&S 12:12 - 1 Mean Roof Height (Fig 2) "'AM.ft <_33' Building Width,VV .... (Fig 3), <, s 80' , `t Building Length,L (Fig-3) Nit t-580' i. Building Aspect Ratio(LNV) (Fig 4) -4- 15 3'1 i, ,i;ft Nominal Height of Tallest Opening „ . .... ` 1 1 3 FRAMING CONNECTIONS ' General compliance with framing connections (Table 2) 21. FOUNDATION . Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete .,. I',.' Concrete Masonry ,;. F 1 2:2 ANCHORAGE TO FOUNDATION1`3 1 1,, 5/8"Anchor Bolts imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only i i Bolt Spacing-general., (Table 4)`: ,., . in. I < Bolt Spacing from endCoint of plate . ..,...„(Fig 5) ,.: ..... -12- in.s 6"—12" Bolt Embedment—concrete (Fig 5), ;;: ..... _..,.a.in,a 7° `, Bolt Embedment masonry (Fig 5) -- in.a 15" l` Plate Washer. .(Fig 5) ,a 3"x 3"x%" 1 i 1 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) 1 Maximum Floor Opening.Dimension:: . ......(Fig 6) Y ft 5 12'or U2 or W/2 ,a, Full Height Wall Studs at Floor Openings less than 2'from Extenor Wall(Fig 6)......: ..... I. Maximum floor Joist Setbacks Supporting Loadbearing Wails or Shearwall .,....(Fig 7) ft s d , Maximum Cantilevered-floor_Joists 5. Supporting Loadbeartng Walls or Shearwall .(FIg 8) ,;,ft s d f i Floor Bracing at Endwalls (Fig g i, Floor Sheathing Type (per 780 CMR Chapter 55) ........., ...,.(per 780 CMR Chapter 55 ..: 4 in, ' Floor Sheathing Thickness :: p ), Floor Sheathing Fastening ,..... ,(Table 2).., d nails at (� in edge/( n field f i ; 4.1 WALLS Wall Height , i„: Loadbearing walls ;,. (Fig 10and Table5) Non-Loadbearing walls..,...,.,......................................:(Fig 10 and Table 5) .f ft_s 20' T Wall Stud Spacing. (Fig 10 and Table 5) : in.5.24'o:c. Wall Story Offsets .(Figs 7&'8) ,: — �ft S'd 1 i 42 EXTERIOR WALLS I Wood Studs # Loadbearing walls ....: (Table 5) in. Non-Loadbearing wails:, _.... ..,.:. .. ... (Table 5)' ..2x - ft in. 1 - Gable End Wall-Bracing' Full Height Endwall-Studs Fig 10) 1, WSP Attic Floor Length:. . ,. .,..i .,.,.: (Fig 11). A ft aW/3 ; ii Gypsum Ceiling Length(if WSP not used) ..... (Fig 11) • , ? e 0 SW 2 is 4 Continuous Lateral Brace 6 ft._:o c .(Fig 11).." Douoie T oc Plate 2,,t ti f. Sclice Length .... ...: .... ... .. ....(Fig 13 and iablee) ..... . .....:: '? `L-�ft P4r�oF,yAs Spiic a Connection(no,of 16d commonnails}..... ..(Table 6j: ,..., t � it 3c 4 MICNELE �. old, _ i '"�` 4. G CUDILO N // j STRUCTURAL Z:/ 3 l 7 6 / N0 34774. �' d Q/STEP c' ` S*IONAL ei% s. + s-1', e . + we .t-9' � to Wooriconstruction 1 High d Arens: tnp -,Win err e Z o f � � setts Checklisto f ll p� Knee(780 C R s €1�:2. l) Loadbearing Wall Connections Lateral(no.of endnailed 16d"common nails) (Table 7j �,;: l Non-Loadbearing Wail Connections Lateral(no,of endnailed 16d common nails) (Table 8) y Load Bearing Wall Openings(record;largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ?.ft -in. 11' 1,,1 Sill Plate:Spans': (Table'9) ft =. in.<1 r .; Full Height Studs.(no.of studs)_ (Table 9). �. ( Non-Load Bearing Wall Openings(record largest opening but check.all openings for compliance to Table 9) Header Spans (Table 9) ll�� ft_'in.s 12' - 1 Sill Plate Spans (Table 9) .�, 3 ft...,::-in.512" i Full Height Studs(no.of studs) (Table 9) (1 s Exterior Wail Sheathing to Resist Uplift and Shear Simuttaneousry Minimum Building Dimension,W t? i i Nominal Height of Tallest Opening2 '/` i. 6'8" ' f, Sheathing Type (note 4).. (10 ?` Edge Nail Spacing (Table or note 4 if less) o in. `;. Field Nail Spacing (Table 10) _le in. Shear Connection(no.of 16d common nails)(Table 10) percent Full-Height Sheathing (Table 10) .. LW,F'l't 5%Additional Sheathing for.WaII with'Opening.>6'8'(Design Concepts) a ( '. { Maximum Building Dimension.L „-^'" Nominal.Height;of Tallest Open ng2 't��i • �Ss 6' . Sheathing Type`. note 4 ........ Sr +, Edge Nail Spacing•.....;: ..... •. ..: .:. . (Table) or' note:4 if less) In i �{ Field Nail Spacing (Table 11) a-iri •1' Shear Connection(no.;of 16tl common nails)(Table 11) ,,3l ' '' Percent.Full-Height Sheathing:,: ..... . (Table 11) a• 1'Bi ` .L►/u,i -_ l ` 5%Additional Sheathing for Wall with Opening>6'8"(Design Concep ). .,..: .1 j{l Wall Cladding # Rated for Wind Speed?: .. .. .. .. I i,. 51 ROOFS i Roof framing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang .(Figure 19) ft s smaller o_f 2'or L./3 psoli ' Truss or Rafter Connections at Loadbearing Walls f Stet Proprietary Connectors E: Uplift (Table 12) tJ= a t+i 41, ' ` Lateral' (Table 12) L= Shear. (Table 12) S= Ridge Strap Connections, if tlar ti noter page 21.....(Table 13) T-- Gable Rake"Outlooker (Figure 20) ft s smaller of 2'or tat i Trusser Rafter Connections at Non-Loadbearing Walls t: Proprietary Connectors • Uplift.`. ([able 14) lateral(no.of 16d common nails)...(Table 14) L lb. Roof Sheath€ng Type (Per 780 CMR Chapters 58 an 59) ..•. .:. •S Roof ble Sheathing Thickness '� n z 7/16' SP Roof Sheathing Fastening tTa 2): t.cvte� ?t+* Notes: :': t 1. This checklist must be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 530121 1 Item 1 "If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: i a. Steel Straps per Figure 5 b 2tf Gage Straps per Figure 11 i c. U Straps:per Figure 14 i d. All Straps per Figure 17 li e Corner Stud`Hold Downs per Figure 18a 2. Exception Opening heights of up to 8 ft shall be permitted when 5%€s added to the percent full height sheathing requirements shown in Tables 10 and 11. i, 3. The bottom sill plate in exterior wails shall be a minimum 2 in nominal thickness.pressure treated#2-grade. i or n �r ?�p� sADy is G��^'i�. / ` UDILO ` • STRUCTURAL Z Z�1 No"34774 `� #; ss/QNArEt14G . is t AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone . . i Massachusetts Checklist for Compliance(780 CMR 53012.1,1) 4. a. From Tables 10 and 11 andlocation of waft sheathing and Building Aspect Ratio,determine Percent Full-Height Sheathing and Nail Spacing requirements ' , b. •Wood Structural Panels shalt be minimum thickness of 7118"and be installed as follows. i. Panels shall•be installed with strength axis parallel to studs: ii. All horizontal joints shall occur over and be nailed to framing. iii. On single story construction,panels shall be attached to bottom plates and top member of the double top plate. [ . . iv. On two story construction,upper panels shall be attached to the top member of the upper double top • plate and to band joist at bottom of panel.Upper attachment of tower panel shall be made to band joist and tower attachment made to lowest plate at first floor framing. v. Horizontal:nail spacing at double top plates,band joists,and girders shall be a double row of 8d staggered at 3 inches on center per figures below:Vertical and Horizontal Nailing for Panel Attachment 1 ' U Ii . :1 t at ,o `+i 0 4' rt yyq�� . p 41 ..44 C! ill 4 11 111 KKK .41 ar It '`. • ii ii ii 14 f1 ,U , -.**4. -tiALLS0Atalkia l See Detail on Next Page t ` Vertical and Horizontal Nailing ' for Panel Attachment • A_WC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for.Compliance(780 CMR 530 .2.1.1) • • Y 1 y 1 }• t t • 1r wet 1 Y r .ppp § 1Y8- I ST PA1�.�DC'14R. . .. - DetailVert oalend Norizontai • Nailing for Panel Attachment • • • • • • } GENERAL NOTES AND MATERIAL SPECIFICATIONS (Residential IRC Construction) SK-1 FOUNDATIONS I. 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition.. 2. For site location and grading information,see Site Plan,by others 3. Assumed net allowable soil bearing capacity,q=3000'psf,fora medium sand/gravel composition. Other soils encountered, ty t contact the Engineer of Record:; 4. Concrete: Minimum 28 day strength,fc=3000 psi,3/4"aggregate,designed per American Concrete Institute Code,latest Iissue maximum slump.=4". a.) Anchor bolts ASTM A307 galvanized;min.5/8"diameter, 12"long,w/2-1/2"hook spaced per Code Checklist,or in concrete piers w/Simpson ABU-series base;SPACED 2'o/c for slab-on-grade construction(i.e,Garage,Basement,etc). b.) All walls to have min.2#4 top horizontal,2 clear to prevent shrinkage f c.) All walls longer than 25'shall have vertical control joint with waterstopping between wall joint FRAMING . 1.All workmanship to conform to the requirements of the Massachusetts State Building Code,latest edition. 2.Structural Design Loads:. Dead Loads:Actual Weight of Building Components Live Loads:Snow Load =30 psf(plus drift)with applicable reduction ATTIC Storage=20 psf Living Floor=40 psf Sleeping Floor=30 psf Decks and Balconies=40 psf I Wind Load: Criteria used for.:110 MPH'Exposure B or C as noted per plans i,' 3. Structural Steel (as required) a. ASTM A572 Grade 50;shop paint with rust inhibitive paint Thru-Bolts: ASTM A307,1/2"diameter punched holes " 9/16'. diameter. b Welds: Shop weld cap and base plates to:columns;shop weld bearing plates to beams;use.E70xx electrodes. I Alternatively,:field weld by certified welders. " t .-, c. Deflection Criteria: L/360 total load deflection, 4 Timber Framing: a All new timber framing:Spruce-Pine-Fir No.2 with Fb-1000psi,E=1,300,000.psi,or better. b.Pressure treated umber(P T.):Southern Pine with F b-1300:psi,E=1,600,000psi,or better. c.Laminated Veneer Lumber All,L.V.L.shall be1.9E L.V.L.with Fb=2925 psi,E=1,900 ksi,Fv"285 psi,Fc_,per=750 psi, 1. Fc_par=3035 psi. Parallam(PSL);All PSL shall be min: 1.9E ES with Fb=2900 psi,E=1 900 ksi,Fv=285 psi,Fc per=750 psi, Fc_par-2900 psi. Note that Microllam and Pataliam may be used interchangeably. 1:` I. Deflection Criteria: L/480 Live Load,L/360 Total Load: 2. Optional Provide shop drawing submittal of engineered lumber systems for approval prior to materials purchasing. 5..Metal Connectors: As manufactured by Simpson Strong-Tie Co.shall be handled and installed per manufacturer requirements,with all nail t holes filled,with the size nail as specified by mfg.or herein. a. Rafter.to Ridge Beam: Simpson LSSU-series,or:Simpson Straps over top of plywood,spaced 16"o/c; Rafter to Ridge Plate Collar ties min.1x6Q 16"o/c at top or Simpson Straps over top of plywood spaced 16's o/c I • b. Rafter ends to top plate: Simpson I-12.5A c. Band Joist: Simpson straps at 4'o/c: CS-14R-48"centered at band joist .: 6.Bolts: Bolts in wood framing shall be standard machine bolts unless noted otherwise.`.Bolt holes in wood shall be 1/32"larger than ;t bolt diameter.Bolt heads and nuts"shall bear on,standard malleable iron washers,or square plate washers:All nuts shall be retightened at completion of job. 7.Blocking: " I> a,Blocking shall be solid blocking,2x minimum;and full depth of member b.Stud Walls:provide blocking at 8'-0"o/c.,maximum height. Corners to be blocked at 48"o/c with plywood edge nailing to this blocking for the first 48"of these building comers. c.Nailing Schedule: Solid Blocking to Bearing 2-8d toenails ea.side '. . • Blocking Between Studs 2-lOd toenails ea.end,or 2-16d end-nails ea.End - t d, New Framing:_ 'Provide 2x blocking for 2 joist/rafter bays and spaced 48"o/c in joist and rafter plane at all edges;attach plywood?edges to this blocking:_ 8.Nailing Schedule: All nailing shall be in accordance with the WFCM Table 3.1 unless noted herein specifically. `' Multiple Studs = 16d(4)12"staggered a.All nails shall be common,wire nails. ; b;Sub=bore where nails tend to split wood 3 9. .Headers less than 4'-0",use 2 2x6;all others per MA State Building Code. 4-#` PRELIMINARY DRAWING FOR DESIGN REVIEW J .. SMOKE DETECTORS-S RS EVlE�/Ep W0� BARNSTABLEB ILDING m~ -^" DEPT. DAT_ jwDo2 X 0Uo2au. ud p, _ • FIRE DEPARTMENT sore slcNAruR�-s M na ms Ah:REQUIRED F D LJ OR RERmirr/NG m NEW -. ^ CC § a COVERED J PORCH +�--4- xx ., O EXIST. L NEW SCREENED r n a� as 4" DECK 2 PORCH - <7.J S § NEW NEW %\ LLJ FAMILY CAME. ROOM BATH O J 9 r a g m LIN. - / m Q F ,Ii LIVING W w F— J [..,, z Z0 CO Z -ice .15,51EEaeem .. -- 4 � �E------ � BEDROOM 47, E (33 " , f-,I Plans marked by: w cC Q■ CLOd. 4 MLDROO """���CLOS� ` i�`'-T Malfy Alarm, Inc. o a ■ ` --- -S I aeF _— �'' ININ JJ�� C P.O.BOA 414 . < J T - -- Fast Falmouth,MA 02536 6J.. ?� ':11 508-548-4630 MA 1ic#C-7104 - - 1 I Date: ` I t 2 1 w KITCHEN 1 CC N ,,,, r-- no ',', -1_____.__Y__ILJ . ' 1,i,:li' :1 c,_ , t3'i e,,,, ,,2 �— Qpos''Eo w watr,Qmsu`s"= o0 so g { sa n� o¢ ma m�ossWso0$ FIRST FLOOR PLAN I,'l i b ci SCALE: 1/4"=1'-0" EXISTING FIRST FLOOR =798 S.F. EXISTING SECOND FLOOR =780 S.F. NEW FIRST FLOOR =1178 S.F. DATE NEW SECOND FLOOR =770 S.F. 2/6/2017 NEW COVERED PORCH =390 S.F. DRAWING NO.: Al I PRELIMINARY DRAWING FOR DESIGN REVIEW z 0 m wao OK ppO �Q m ~ WN, w� w I mtic,S < x ,.r ,,,P ,.r mr y ,a, NU • L-I NEW 70 ROOF / , • • a a O p; LJ— DECK O p 4 Z ....2-7--A--- _,,' ,, • G I i .. r , W W . , _ O NEW I' CABINETS NEW ,__ ROOF EXPANDED m RELOCATED W ^L'DRY. DECK - BEDFIOOM L MASTER H. 11-- W W Q BEDROOM II`"a (� IVAUVEDI (< 1! k Z Z �/C� HALL I WAN -jimi i,..,,,-,-,111111111 , , . O Q ' I Slo, m - m 7 7 I CLOS. i CLOS. �L J Cos c !F= ^I+,!; "" - p W QaE�� I M ; r Ill_u. ; o o j BELOW OM I EXPANDED --Cn'AS.y' 8cPAwD. Plans marked by: Q J �� CI• BEDROOM - T� �ATH;; Malfy Alarm 1 Z _ 0 NEW MASTER I "' - r,- L: _--- y I;r�t,°v BATHmuu • l P.O.BOX 414 N East Falmouth,MA 02536 z COTH _ _� L,_j E__; 508-548-4630 MA lic#C-7liia i. � wE t : a `__ REMdQ. LIN Date' W: =ww:�o �so= �=aawWWo oa � ��s om,� �o m gas4=1 0" SECOND FLOOR PLAN i19 O j SCALE: 1/4"=1'-0" DATE: 2/6/2017 DRAWING NO.: A2 r. Ji �j J !!!!!!!!!!!!!/!/`/// \\\\\l/lllllll�lll a0N�o 40 �lal6i PING \ • \ \ _ mF-�N�j //f1 ar.v § \\\\ I F- WW W"m //// \\\ FI=vN I /' MASTER \\ I Omci¢ ao.00**oP aE w.a*ue,x.aaEEEa LINE BATH I Ue�D.W na as 1 az ' ,. aa� N - II TOPOF PLATE �nLesnnuu ��171IIil ' LJ r -7 I m I - BEDROOMI 1 — e sUen a- aaeLUEoe NULED n/ • a H liiilllil ,,,�.,�aram,a..< - liWq O FULL V n' ' °` § 4 BASEMENT Z I_ _ J < I w STORAGE Y °SECTION @ BEDROOM Y O J BULKHEAD 61 PANEL NEW EXIST. A 2 co CRAWLSPACE CRAWLSPACE W al < H. �xaa« — j Z Z _ I z� N ...... — O ACCESa.' m I -___- PANEL EXIST. W GAMEROOM I CRAWLSPACE z Q Q UTILITY 4 Pglxaa" � I Plans markets by: o 0 ���� 'I Malfy Alarm, Inc. Q Q aUP I P.O.Box414 Z " East Falmouth,MA 02536 C N 508-548.4630 MA lic#C-7104 W COW"^ I Date: (Z / /,7 z 00 m9em°s4omoois as ad o� [Z19 3'EIN PA Log"514-2-80,7 l as =o s • FOUNDATION PLAN = Os.9 ' ( SCALE: 1/4"=1'-0" DATE: 2/6/2017 DRAWING NO.: A4 BUII_nNKir-. "NO1 , . MAR 10 2111 TOWN Of- bArllvb!ABL_F 2I FLOOR JOIST CONTINUOU NAILERS ATTAc* W/c h1/2• DIA. S/4• THRu-BATS 124. O.C. --��- it f�l�ll�lVIA sTA BELTS l dC 2 X Li/ NAILER ; !ii:i ne:_, :II�I1 T EDGE DISTANCE CAP PL.i(2 Y IBJ) SIMPSON JOIST HANGERS i /// ( 1 OF _/ 1/2• 0 BOLT • • / C..It J — I STEEL COLUMN �`I V ( A S� a,I 3'/Zt4 0 $. Os , O --!1(L eT,rjo GAGE CAP PLATE DETAIL To FOOD'OR CO VALL FOOTING BASE PLi_X :1d u . •�,oN OF MASSgcy • _'F `.) "� • <c4 v S N0 34?TQo - • i/wvic,444/‘ -.990'saisisc.,,c- 4/7 NOTES • • 1. ALL. WORKMANSHIP TO CONFORM WITH AMERICAN INSTITUTE OF STEEL CONSTRUCTION AND MASSACHUSETTS STATE BUILDING CODE LATEST EDITION REQUIREMENTS. 2. STRUCTURAL STEEL: ASTM 572 (FY=50 KSI); Optional: SHOP PAINT WITH RUST. INHIBITIVE PAINT. 3. EXPANSION BOLTS: ASTM A510.3/4" DIA.x6" EMBEDMENT IN CONCRETE; THRU—BOLTS:ASTM A307 1/2" DIA. .., .. 4. PUNCHED HOLES IN PLATES = 9/16" DIAMETER. 5. ALL WELDS E70XX ELETRODES. SHOP WELD CAP AND BASE PLATES TO COLUMNS. 6. COORDINATE ALL DIMENSIONS WI ARCHITECTURAL DRAWINGS, AND FIELD VERIFY WHERE REQUIRED. STEEL BEAM CONNECTIONS TO WOOD FRAMING MICHELE CUDILO, P.E. Consulting Structural Engineer 123 Cottonwood Lane. Centerville, Massachusetts 02632 iJ 2 aL iAi Drawn By MC Date: O'3/02/orrD r awi n g n Scale: AS NOTED Rev. 0 c K File Nome:( , ,. Project No.:240 5 rl ��Z }C (Z SttL I ( s LtI '' . > (stm, e Halt peril Now.) . .., EXTEND PLATE OVER FULL COLUMN ( 1 � 7 �. -4 0 x((/g LK—.. • r II II E . . • TO WALL . • ' F❑❑TING r - - OR • - j 1 INTERI❑R 'Ifl 1 FOOTING R cr- CY. 141c (+/) CLEAR 4'C%2.( CTYPJ (6,0i se.-300-cr .11 L CATI❑N(S) `'1 n .V - a - ELEVATI ❑ N 3 a 7 n 4 N LIMA ` ,._ 1�!`�'X Ill/$ LV,1; W/ SCALE' 1/2" = 1'-0" .. c x N ►1�1�i�1 STEEL PLATE ift /z- (%-3 SU-ii 1t X ra iN�k " CZ Hz« 'S -f 1 W � t 3. t-'4 BOLTS 24' o/c oco tijSTAGGERED v cn 177 c �� NOTES' �`'� {}3�v 4 .1, STRUCTURAL STEEL' o fi -111 r' F. 0 SCALE 1' = 1'-0' j SHOP PAINTED WITH RUST INHIBITED PAINT) COLOR. BY OWNER. o N w .� 2. THRU B❑LTSI- ,(1t1 A307 1/2' DIAMETER 3. PUNCHED HOLES IN PLATES= 9/16' DIAMETER. v N c r • ❑PTI�NAL=C❑IJNTERSINK BOLT�H❑LES-PER OWNER. Q o 1 - 1 N`A e ��..k,of miissgcti ; MICHEI: ctfil <—M CR❑=LAM L.V.L.9 FULL -;TRUCTRA►- N ta t, 774 TT�^ 1✓• -• LENGTH '!O �o e V rig 3 . GGISTEQ c, V`4 rn `—E ROWS ]/2'DIA. 4A.:,,,,s,..., E.,S B❑LTS @ 24' ❑.C. ¢���� w CD STAGGERED r HE TO , `��� Town of F:' arnstab e srAs4E :' 200 Main Street Tel.(508)862-4038 M' .49 if mga INSPECTION REPORT Date: 9/15/2017 12:37 PM Inspector: mckechnr Permit Number: B-17-646 Name: GUTOWSKI,ANDREW Address: 172 MILLWAY, BARNSTABLE Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results FAIL Back porch frame: posts are not connected to grits and top posts not connected to floor frame or roof frame Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: /ooY l7 • Inspector Initials: Person in Charge Initials: Total Score: 100 pFTHE 1p s` ti4 Town of o arnstablle • 'seiuvsrws 200 Main Street Tel.(508)862-4038 prAes.Tfopoie6 INSPECTION REPORT - Date: 9/15/2017 12:34 PM Inspector: mckechnr Permit Number B-17-646 Name: GUTOWSKI,ANDREW Address: 172 MILLWAY, BARNSTABLE Inspection Type Inspection Item Status Comment Building Frame A- Inspection Results FAIL Seal all chases at floors and ceilings for fireblocking, add post or build up 2x4's to specs under 4 member IvI at stairway to basement floor, bath fans cannot combine to one outlet, fireblock top of stringer to second floor, block under post to foundation, top of basement stairs. Reminder: TJI floor system must be fire protected in basement ceiling. Basement emergency escape? Inspection Overall Comment: Overall Inspection Status: Not Reviewed Re-Inspection Date: /D oI /7 �nS ���s' i;e / / � . AlC, e s,�1 wT 54e1� ' 12*.t41-5 �5�.1-��la� Inspector Initials: Person in Charge Initials: Total Score: 100 'Telephone: 508/563-6049 COLONY INSULATION, INC. 28 Jonathan Bourne Drive, Pocasset, MA 02559 Air CLOSED-CELL FOAM INSULATION SPEC SHEET CONTRACTOR: IS'U rL • JOB SITE ADDRESS: I '7a M) ki - & t1 DATE: Q L1 AREA THICKNESSIC�j ^� �/ R-VALUE C^eTn g �vFi al� / Z 1Z30 Cathedral Ceiling Garage Ceiling Basement Ceiling Slopes Exterior W all 3 Garage H se. W all W alkout W all Cathedral W all / B lockers 1`21) Overhang Stair/Risers MJ'y'o/ec fC (��i I All R-values and thickness measurements are deemed to be a rat by the following installers: •n ices TECHNICAL DATA FOR MATERIALS IS ATTACHED TO THIS FORM wow . . t ThermoSeaC 2000—Product Specification Air Perm it Barrier k ,, ThermoSeal 2 0 fills any shape cavity Burn Characteristics ,, ,,L f • including all voids,cracks,and crevices ThermoSeal 2000 will be consumed by P F � - :erS adhering to multiple substrates such as flame but will not sustain flame upon wood,metal,and concrete creating a removal of the flame source.ThermoSeal ThermoSeaC2000 system with very little air permeance.With 2000 will not melt or drip.ThermoSeal Product Specification ThermoSeal 2000 no additional interior or 2000 must be installed in accordance with exterior air infiltration protection is all applicable building codes and a building required. • inspectors approval should be requested Product Name prior to installation. ThermoSeal 2000 is the registered ASTM E283 Air Leakage trademark of SprayFoamPolymers.com for Zero(0) ft3/s.ft2 @ 75Pa(25mph wind) ASTM E84 Surface Burning Properties its 2.01b high density,closed cell foam Sustained Wind Load Flame Spread @5" <=25 insulation. Smoke Developed @ 5" <=450 60 minutes@1000 Pa(90mph wind) Class 1 rating Product Description TBD Fuel Contribution none ThermoSeal 2000 is a semi-rigid,partially ASTM 2863 Oxygen Index TBD% water blown,2.01b high density Gust Wind Load Test polyurethane foam insulation system blown @3000 Pa(160 mph wind) VOC TESTING by Enovate®blowing agent and water TBD CAN/ULC-S774 Pass which simultaneously insulates and air- SASKATCHEWAN RESEARCH seals your building structure. ThermoSeal ThermoSealrm 2.0 qualifies as an air barrier COUNCIL 2000 is designed to make homes more as defined by ICC. energy efficient,stronger,healthier,quieter ThermoSeal 2000 must be covered by an and more comfortable.ThermoSeal 2000 is Water Vapor Permeance approved 15 minute thermal barrier or applied as a liquid spray which expands ThermoSeal 2000 is water vapor permeable ignition barrier, approximately 15 times its initial mass and and will allow structural moisture to escape. cures within seconds into a semi-rigid mass. For situations requiring a vapor barrier the 0 These flame-spread ratings are not ThermoSeal 2000 fills all building cavities use of low vapor permeable paint on the intended to reflect hazards presented by this completely sealing all cracks,crevices,and interior of drywall is an option. or any other material under actual fire voids where air loss and infiltration are conditions. most common. Water Vapor Transmission Properties: ASTM E96 data Compressive and Tensile Strength Technical Data 1.11@ 1" ThermoSeal 2000 has favorable compressive and Tensile strength properties Water Absorption for high density foam. Thermal Performance ThermoSeal 2000 is water repellent,will • Thermal resistance(aged 180 days)R/in. not wick,and does not exhibit capillary ASTM D1623 Tensile Strength 80 psi ASTM C518: R6.62hr.ft2°FBTU properties.Water cannot be forced into the ASTM D1621 Compressive Strength 35 psi Average insulation contribution in stud foam under pressure because of its high wall: degree of closed cell structure Physical Characteristics • 2"x4"=R23 2"x6"=R36 DIMENSIONAL STABILITY Acoustical Properties ThermoSeal 2000 provides greater R value Performance in a 2"x 6"wood stud wall. ASTM D—2126 performance than other equivalent R value 158°F 100% Relative Humidity,7 days insulation materials which are air ASTM E413 STC Sound Transmission Volume Change <8% permeable such as fiberglass.ThermoSeal TBD 2000 does not lose R value due to wind, ageing,convection,air infiltration or ASTM E 90 Class 33 Closed Cell Content moisture.An R value fact sheet is available ThermoSeal 2000 is considered closed cell upon request. Fungi Resistance foam insulation: ASTM G—21 ZERO RATING DISCLAIMER:Information contained herein is,true and accurate,but all recommendations or suggestions are made without guarantee.Spray Foam Polymers,LLC(SFP)products are intended for sale to industrial and commercial customers.Since SFP exercises no ccntrol over its customers appreciation or use of the product manufactured by SFP and since materials used with the products may vary,it is understood that SFP can warrant only that our products will meet our written specifications.Nothing herein shall constitute any warranty of merchantability or fitness,nor is protection from any law or patent to be inferred.ThermoSeal must be installed in accordance with all applicable building codes and a building inspector's approval should be requested prior to installation.All patent rights are reserved.SFP requests that customers inspect and test our products before use,and satisfy themselves as to contents and suitability.The exclusive remedy for all proven claims is replacement of our materials and in no event shall SFP be liable for any consequential,incidental,indirect,or special damages resulting in any manner from the furnishing of the material. - tit- .4 .gyp . ' xe a, .. -0p The�- ae �- ��� d CC2��• aptx • TECHNICAL DATA SHEET i PRODUCT NAME I PHYSICAL CHARACTERISTICS Property Value Test Method Argytt ei Density(nominal): 7/inch2.0 ft3 -- ASTM D-1622 R-value: . ASTM C-518 ThermalGuard CC2 Compressive Strength: 35 PSI ASTM D1621-94 Tensile Strength: 70 PSI ASTM D1623-78 PRODUCT DESCRIPTION % Dimensional Stability: <4%A ASTM D 2126 Closed Cell Content: 96% ASTM D 2856 ThermalGuard CC2 is a fast set,closed- Air Permeability: .002 L/sm2(@ 75 Pa @ 1") ASTM E283 celled,245fa-blown spray polyurethane Vapor Permeability: .8 Perms @ 2" ASTM E96 foam(SPF)insulation designed for use Fungus Growth: None ASTM G21 in residential&commercial structures, Service Temperature: 250°F(120°C)* exterior foundation or perimeter insulation,below grade applications, *Service temperatures will vary depending on application. Contact your Arnthane Technical Representative for recommendations and limitations. Always test ThermalGuard CC2 for suitability for your particular application in exterior tank/pipe insulation and etc. a safe manner. ThermalGuard CC2 is applied as a . LIQUID PROPERTIES liquid and expands 25x in seconds to fill Property Value Test Method - . and seal building cavities of any shape Viscosity(A) 200-250 CPS ASTM D-2196 and size. It.ehibits superior thermal Viscosity(B) 1100-1300 CPS ASTM D-2196 insulation,iir-barrier,and sound Weight Per Gallon(A) 10.25 lbs/gal ASTM D-1475 attenuation properties compared to Weight Per Gallon(B) 9.4 lbs/gal ASTM D-1475 conventional insulation materials. REACTIVITY PROFILE Once fully cured ThermalGuard CC2 Property Value remains rigid maintaining significant Cream Time: 2-3 seconds @ 25°C(77°F) • structural strength and thermal Rise Time: 12-16 seconds @ 25°C(77°F): insulation properties in adverse conditions across a wide variety of COMBUSTION PROPERTIES applications. Property Value Test Method Flame Spread Index: <25 - ASTM E-84 MANUFACTURER Smoke Development: <<<450 ASTM E-84 ThermalGuard CC2 is manufactured PACKAGING&STORAGE exclusively by • Drum Weight(A) 551 lbs Drum Weight(B) 500 lbs Arnthane Inc. Total Set Weight 1051 lbs 1002 West Main Street Storage Temperature Range(STR) 60—80°F Richmond,MO 64085 Shelf Life at STR 6 months P.816.776.3015 F.816.776.3215 *Do not allow material to freeze.Do not pre heat or recirculate(B)material as it will cause frothing and loss of www.arnthane.com blowing agent. Storage at temperatures above or below STR may shorten shelf life and cause degradation or loss of , blowing agent. Cold material will develop higher viscosity which can cause during processing such as pump cavitation and poor mixture of(A)and(B)components.For best processing performance daring application(A) CORROSION and(B)drum temperatures should be between 60 F—80 F. ThermalGuard CC2 is chemically& PROCESSING PARAMETERS physically$Pmpatible with all common Processing Pressure Range: 900-1400 PSI* building materials including electrical Processing Temperature Range: 115—145°F* wiring,wood,metal,concrete,plastic Substrate Temperature Range: 35—105°F (PVC),copper,vinyl,and glass. Ambient Temperature: 35—105°F Substrate Moisture Content: <19% INSTALLATION Yield: 3800-5000 Board Feet Per Set* Maximum Lift Thickness: 4 inches** ThermalGuard CC2 must be spray - applied using approved equipment.Use *Processing parameters&yields can vary widely depending on substrate temperature,type&condition,ambient temperature,elevation,humidity,equipment and other factors. During installation the applicator must observe the 1:1 ratio proportioning system that can quality and characteristics of the foam and adjust equipment temperature&pre cu'iv settings as needed to achieve the specified temperature and accommodate these variables in order to ensure optimum yield,proper adhesion,proper cell structure,and pressure requirements. performance of the foam. ' "ALWAYS test ThermalGuard CC2 at desired thickness in a safe manner prior to insulating structure to ensure that it can be safely installed at the desired lift thickness without risk of charring or combustion. It is the exclusive responsibility of the applicator to achieve proper lift thickness for safe application. Safe lift thickness may vary from application to application. i • ThermalGuard CC2 A`` • TECHNICAL DATA SHEET appropriate PPE as required by OSHA, intended for use by nonprofessional ThermalGuard CC2 demonstrates NIOSH,and state/local safety applicators,or those who do not excellent adhesion to various substrates regulatory agencies. purchase or utilize this product in the when installed according to normal course of their business. The. manufacturer specifications. It is the applicator's responsibility to potential user must perform any.. comply with all job site safety pertinent tests in ordef to determine the ThermalGuard CC2 resin(B)does not requirements set forth by OSHA, product's performance and suitability in require agitation. Do not pre-heat or NIOSH,and state/local safety the intended application,since final recirculate resin(B)as doing so will regulatory agencies. determination of fitness of the product result in the"boiling off"of the 245fa for any particular use is the blowing agent which will result in poor LIMIATATIONS - responsibility of the buyer. yield and poor foam performance. • ThermalGuard CC2 should not be left All guarantees and warranties as to the ThermalGuard CC2 should be installed exposed to sunlight,as UV light will products supplied by Arnthane shall at a maximum thickness of 4 inches per rapidly degrade foam. Do not use near have only those guarantees and pass with a minimum of 30 minutes high heat or open flame. warranties expressed by the between passes. It is the applicator's manufacturer. The buyer's sole remedy responsibility to test lift thickness for a ThermalGuard CC2 must be covered as to the material claims will be against particular application prior to with an approved 15-minute thermal the manufacturer of the product. The commencing installation to ensure that barrier when used as insulation for aforementioned data on this product is the product cart be installed safely at the residential or commercial buildings. to be used as a guide and is subject to desired thickness. . Installation must comply with all change without notice. The information applicable building codes. herein is believed to be reliable,but SAFETY&ENVIRONMENT unknown risks may be present. Do not install ThermalGuard CC2 at a ThermalGuard CC2 is installed by thickness exceeding 3 inches per pass NO WARRANTIES,EXPRESSED OR independent SPF contractors. It is and do not apply subsequent passes IMPLIED,INCLUDING PATENT recommended that building owners within 30 minutes of the previous pass. WARRANTIES OR WARRAN I ES verify that the SPF insulation contractor In rare cases doing so may cause OF MERCHANTABILITY OR maintains proper credentials,insurance, charring and combustion.: FITNESS FOR USE,ARE MADE BY and licenses and is properly trained to ARNTHANE INC.WITH RESPECT safely install SPF insulation products. It is the applicator's responsibility to TO PRODUCTS OR INFORMATION test lift thickness for a particular SET FORTH HEREIN. ThermalGuard CC2 achieves a Class I application prior to commencing Fire retardancy rating and meets or installation to ensure that the product Nothing contained herein shall exceeds minimum building code can be installed safely at the desired constitute a permit or recommendation.. requirements for fire safety. thickness. to practice any invention covered by a patent without a license form the owner ThermalGuard CC2 has low odor during Please contact your technical sales of the patent. Accordingly,buyer application and produces no toxic representative for recommended assumes all risks whatsoever as to the vapors after application. equipment configurations and for use of these materials,and buyer's recommendations for your particular exclusive remedy as to any breach of Always read and follow all Material application. warranty,negligence,or other claim Safety Data Sheets provided with all shall be limited to the purchase price of shipments.Additional copies are DISPOSAL&CLEAN UP the materials. Failure to adhere to any available upon request from Arnthane recommended procedures shall relieve Inc.or your technical sales Cured/reacted product may be disposed Arnthane Inc.,and the manufacturer of representative. . of without restriction.Excess liquid'A' all liability with respect to the materials and'B'material should be mixed and their use thereof. Basic PPE safety equipment is required together and allowed to cure,then for personal protection including,but disposed of in the normal manner. not limited to:long-sleeve chemically Product containers that are"drip free" resistant overalls,rubber,nitrile,or . may be disposed of according to local, . latex gloves,splash shield or safety state and federal laws glasses with splash guards,rubber or leather boots w/covers,full-face air- WARRANTY&DISCLAIMER purifying respiratory(APR)with ��.�{��.��� appropriate cartridges or full-face The data presented herein is subject to es supplied-air-respirator(SAR),and other change without notice and is not CI Arnthane Inc.- _ 1002 W Main Street Richmond,MO 64085 P 816.776.3015 F 816.776.3215 www.arnthane.com . R , TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map -a0O ` Parcel ,3 Permit# -3(o ( 7 Health Division if (.5 10 lirANEW, Ig Date Issued Sig�"/��;0( Conservation Division - Fee da Tax Collector try 9 5/S Q/ Treasurer )(} Planning Dept. k}'FI,IGAN'I MOST OBTAIN A SEWER C.ON' E"TION PERMIT FROM THE g Date Definitive Plan Approved by Planning Board ;;NL,NZERING DIVISION PRIOR TO ; hsTROOTION Historic-OKH Preservation/Hyannis , • Project Street Address l'1 '"AlltklAki Village f2-MS"V-Pre:,\lam -Y(7 60X `0 U" Owner 4A i J O R-CW C U 1 DVJS kL1 Address f7 2. \MAI lam\ e ARt2..t�STAfle_, Telephone SOCS CIA-2- /S 10 0140 3D Permit Request 'U1 UN 1 NeA iik 6 th.Ct, 12 X Ub (4ii// I R7e... .b,)©0 F , F,ea'n 7 ( +sIfiv c iee ) Square feet: 1st floor: existing proposed fq 2nd floor: existing proposed ` Total new (el a— Valuation/I3 ODD 1J� N a D Zoning District Flood Plain ,Groundwater Overlay • Construction Type \00 t Lot Size % tZGS Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure • Historic House: 0 Yes A No On Old King's Highway: ❑Yes ;it No Basement Type: 0 Full ❑Crawl ❑Walkout i Other N 0 iv lz TO gos `b Itit_,I Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing l& new t Half: existing & new Ck Number of Bedrooms: existing new TotaLRoom Count(not including baths): existing N new First Floor Room Count I Heat1Type and Fuel: 0 Gas ❑Oil 0 Electric ❑Other Iv()Ng" Central Air: 0 Yes .. J No Fireplaces: Existing New N Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool: 0 existing ❑new size Barn:0 existing ❑new size Attached garage:0 existing ❑new size Shed:0 existingA new size I2X(i Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded 0 Commercial ❑Yes XI No If yes, site plan review# Current Use Proposed Use 6 AQ-D gN i tkki TTc'L 5 ETC, - BUILDER INFORMATION Name 21 Nis e t A R 13O Q. Co FED CO Telephone Number 91 A_ cbo 9 Address rSL Li \.1 A 211Vt.O\A TVA- "D License# 0 7 3 8 L.0 P` 1\)- vs MA b ' -t 01 Home Improvement Contractor# 1 3 a -/ ,5-- Worker's Compensation# /1 f 7 0 30 / ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 21 NO 4Afl.ADIL SIGNATURE // f 5 I O —f� 'l . / DATE +. - I • FOR OFFICIAL USE ONLY ! 1 c . PERMIT NO. j - DATE ISSUED . MAP/PARCEL NO." # — i . .0 ; ADDRESS `. VILLAGE ' - - OWNER . a" . , , .. DATE OF INSPECTION:=' • _ • FOUNDATION ' _ FRAME INSULATION _ FIREPLACE ' ELECIRICAL: ROUGH FINAL ' • ' _ PLUMBING: ROUGH FINAL, - GAS: ROUGH FINAL lt - =ov mk re • . FINAL BUILDING _ QS c scE O - - • DATE CLOSED OUT s t, ASSOCIATION PLAN NO. V V i• ,.. • C • .ym CD • !+' ..sir „ re i 'I T — ti0_' , t. CD ='F— \ •� I` 1 \ \ w "•e `•n' '= F sN ye Iri IP --j tee _ h \�\ / 4 . T �p _�_^ `' --_��` : �‘ \111 1` \ �__ am -,. �� a ,,��„� �� (N —'= == — ' 1,\` 1 \ \ ; - y""'/ F, ,„� 4:-, / -' , 'Z. U� .....1• .- 1 / {ib'. 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G.. • i • ; . • 0\ ,-..-1 I ' • , p ix4'. PUtei.IJS I 1 I ' • 0 �' 0 QD ., . . • Ilij r'''''." i.)f (j3k 2:'S\) I 12/1 to e_u-e_c) pi.; ...i-ck,) • , 1 ! • . I ! 1100k i , _ TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION . ,,i -.) Map 'µ(cc 1 ( -SL Parcel 3� - 0 3y Permit# '�j�3 709 ' Health Division '/ Date Issued a///r1c00 Conservation Division /1131/90 Dik. e l of krW, Oct '- K i Fee >3 9 e-. 0 . Tax Collector ' `' !. ? 46 4/34 . �'- Treasurer el.2uue' Q i /3(/(jd . ' Planning SEWER Dept. 40� Am 'raj. P �BCQ►01t MU?PROM 'raj. JINGINSEMEti MINOR Pm To Date Definitive Plan Approved by Planning Board osentucrion t .. A Historic-OKH Preservation/Hyannis ' Project Street Address 1"-la A t.( (W A V -" Village WA 2V\STYE (3\¢... . Owner ,A s5 D2.0 i GUTD\j3SV<.t Address PO &yjc,((c I')0- MCI In.>t�4y Telephone b 2- ° q 6 to1 Permit Request Kt 0 1T10 i I (Z IQOVA T L©-13 Th VA"OUASl3 . ?.QV* V.r,3t On.-R.+n ,p\ . Tic) iSKT°Hk •A-t r0, u .uo O . 9.4. Do D-e$ Square feet: 1 st floor:existing 12-OO proposed (bop 2nd floor:existing '4 0o proposed bbO Total new (.000 Estimated Project Cost "4 rye 1000 Zoning District ` Flood Plain O Groundwater Overlay Construction Type VJOO'O _ Lot Size 3 A,(--'2-0 ` Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 0 Two Family ❑ Multi-Family(#units) Age of Existing Structure i DO Historic House: Ill Yes ❑No On Old King's Highway: A Yes ❑No Basement Type: ❑ Full Al Crawl ❑Walkout ❑Other ' Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new 1 Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths): existing J5— riew 9 First Floor Room Count L Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other - Central Air: AYes ❑No Fireplaces: Existing 0 New • I Existing wood/coal stove: ❑Yes ,®No Detached garage:36 existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes )No If yes,site plan review# Current Use ?al M A-At( tI e" Proposed Use P(LE►M/6 it.ti 1-1)144-9 BUILDER INFORMATION Name bW {L-_, Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBR RESULTING FROM THIS PROJECT WILL BE TAKEN TO r SIGNATURE DATE ( ` FOR OFFICIAL USE ONLY PERMIT NO. el]i u DATE ISSUED Ate. `at . MAP/PARCEL NO: ., - �_fj- 7 ' ,r ADDRESS ` VILLAGE to OWNER • . }P, DATE OF.INSPECTION • FOUNDATION r 3( LT7/ZQ O D - FRAME ( ` INSULATION J130 0,00 V'" FIREPLACE 44200 U ELECTRICAL: ROUGH FINAL ~ +PLUMBING: ROUGH .- FINAL - - GAS: ROUGH En4;; FINAL - at : FINAL BUILDING* /0 S� P PC' • I 1 Id DATE CLOSED OUT '1--'''' ASSOCIATION PLAN NO. TWO J3Zib(ca daaod) •• . Precriptire Package for Qae stud Tam-Family Riid�tla1 Baildlags Seared with Fosaid Facia - ' • , • - MAXIMUM MINIMUM • hum= -4quilinicul EZaci I Faei�pe_ � &valae� , 5701 to 6S00 Headaq Oegr o Days' 6 38 tO a! lEll' "0 30 M� . IO 66 • NomNam S 12% 030 38 I3 MOM to 6 8S AFUE T IS% 0.36 38 13 lE1 WA WA Normal U IS% 0.46 38 19 10 6 Noemal isle WA WA AF[IE w is% o3z 17 30 191E1 10 6 OS ACE X IE'/. OM 13 • 2S WA WA WA Normal Y 18% OA2 38 19 ?S WA NaI 90 A Z 18'iL 0.4I 38 13 19 10 6 AA WA030 30 19 19 10 6 90 AFUE s 1. ADDRESS OF PROPERTY: I i a- OA ) 1 I 1 J 4 y D blokRfo STA 0,.1e__. ftA Oi 3o 2. SQUARE FOOTAGE OF ALL EXTERIOR WALLS: ()DO 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY#2): I( 9/v S. SELECT PACKAGE(Q —AA-see chart above? q_ NOTE: OTHER MORE INVOLVED METHODS OF DETERMINING ENERGY REQUIREMENTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. • BUILDING INSPECTOR APPROVAL: YES: NO: q-forms-f980303a r 9(0 Ai v)0D 6 - I I "l, l01i • 3av 3 (6 c 371 ESTIMATED PROJECT COST WORKSHEET Value Y LIVING SPACE `lt'o square feet X $55/sq. foot= COD GARAGE (UNFINISHED) square feet X$25/sq. foot= PORCH t q square feet X $20/sq. foot= 9 6 a DECK square feet X $15/sq. foot = OTHER square feet X $??/sq. foot Total Estimated Project Cost lJ LO, g9909I5b ,�1� .I.Y es , _, ..,."f — — — -...,- \ ..,‘, '''S At .11 I "".... ...el'....e.,,A....k. / S i } _��m w. \ """ 'AF,s 1 // S'%.- r_ p' 7•:: 1•���J > • 1.:.....\1 1\ Ns -->- ��\ • -- r..drtib(,y �R_t, 1I\ 1 \ 1•';r N, f i; }Wi._.- \NFF tk.r.':�t ki • _ _mom 11\k\ �1 \_ ' i.e / / f '` i� \ t, l w\\' -• • L ill 1 I�4_. 1 .10I I I I F 1 ' 'uL I '. 1\ OW. .w.w` ..'iI Nn J.4's' - 1 , IZ xw.i M r ...........V rnt. eu. ....ONv.. 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' / 8fy kA::,:.:r:.. 111 a lMa I i 11M etvaake: 1/st"• I'-0" e • lifts, AV rla.Iram+nY.IPIm.n.ieP.r•Yo Ira.aavarlawIf,wnr.lteMr.aa^ A 4 Q0 d Ymv of oawArtofon or loafersOontr..Ot VI l '. , e 4 e iii, . .,- ill, \�`_ , it— r� t: _ a i ",:-.i."-.2+.*-31. =p Lq as B 1.1.if-fi:fift I I . 'ff: ifli...1.L'_!--,i'-=. ....gfiffi 0 a .:5,.-T-- -,71",t-7,5,.: I ; 1 t i 1 — — barls: t/4"- 1'-O" J 1 . f-----, 0 .L , . ,.....\ A 1 1:ri I: IrF 7 iiii Eli..,:"'7.-;'P--1.:7.- -lillailirl: - li.. _ N. J .I.:13. - "--:.. ' ' ' iiiiiii 1. ri _.. -- 111111 �a 1111 immommimmim ----------------- --------__, Frill (Ill FIGHT OLGYATION mats= 4,64I4: 1/4"- I'-O". AU ry..u•.m...WGins..ion.are to w.Ma v.rAserr u".r.lbcttr.•rer A 00 d tuns of•ormtru.F'u.a Y.fa..m.Ir.M YL. J '. " 1 I • 4 4.,___--5, -i;.-7.,,,,,_ i i 111 --.1771, "":,,......-.-..."- 1... % _IT__ JHL! U • - al n. ....•_ i... MON Mu u■ I i 1 I it Ts:i IL • yew qv .ekrleN 1SS . G06,o.: 1/4"- 1'-O" b r"—,, ur. - : il■ ■ -y'I t:.V1‘'.. :F" tz:.,7.J:.-..7;Z-,,,,- P i iti /111111- -- 112 i _:. tr ss i E---------f 111 eLem-el.evarloN 0111111I to441.1: 1/4"- 1•-o" inetganzb nnna."rrnrnt./D1mrn.bn"Ara to ►s*We"rVMJH 4...n4 Gw:M.ottr Ad900 rr rwa or aon.rr,mr;on or Yaferaaontr.>t rid. 17l�tf'� '�� �wttiR.Q.�i UZbt s sir.t 65�►tpeS.lNbG 11199lm6ar t r(2 Mt t.c. \idtk"t Owspii9S1026374651 e,Atao45-rpt. at.si tit k . croft.: KEetu+stloc Stst,t . ...Sm. Vim-+ T Z4111 IQ' 75 -11 176'3 t�r-c oV SZQ.csc c u Q.B .. StFJ!? .-re&MS WtO-SS STee:cG iSc..%tc.vt czelab� 1.--c7 46.ot. : 1J•t.. e 15 p f.; LCei +0 F s '. (ri-4,0 ) S,z),i4.a (2' 8E044 d st t=ni" a44 a-)c t✓c'ermev'Tt o.try Lob-9 ds•REx. 20 a 10' t CA) = '4"p ( to a 'tat)I,e ` --.....-- C.im€ ASK. CO If Aj cie401.tks or cites sons ext.../imar- Arof s cidoege t IMP 4t' . . . 4t.m 2 :1Na.eti • St of 41:44:1 v b , ., i 4 d 441. o`4sio13►t Ob. ovVVaQ RAMSBEAM V2.0 - Gravity Beam Design Licensed to: Dan Braman, P.E. Job: Gutowski Residence, Barn. Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (Optimum). = W8X10 • Fy = 36.0 ksi Total Beam Length (ft) = 12. 00 Top Flange Braced By Deckinc LOADS: Self Weight = 0.010 k/ft Line Loads (k/ft) : Disti Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0.00 12.00 0.150 0. 150 0.000 0.000 0.400 0.400 SHEAR: Max V (kips) = 3.36 fv (ksi) = 2.51 Fv = 14.40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-.ft ft ft fb Fb fb Fb Center Max + 10.1 6.0 0.0 1.00 15.49 24.00 15.49 24.00 Controlling 10.1 6.0 0.0 1.00 15.49 24.00 --- --- REACTIONS (kips) : Left Right DL reaction 0.96 0.96 Max + LL reaction 2.40 2.40 Max + total reaction 3.36 3.36 DEFLECTIONS: Dead load (in) at 6.00 ft = -0.084 L/D = 1722 Live load (in) at 6.00 ft = -0.209 L/D = 689 Total load (in) at 6.0D ft = -0.293 L/D = 492 S The Town of I;ar nstable ..; M�°�?"�r\� Department of Health Safety and Environmental Services 4— °; Building Division BARNSTABLE. ' 367 Main Street,Hyannis MA 02601 MASS. Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print DATE: I O`O J JOB LOCATION: 1 - ivl t l t,v Ay e-Ae_Ns-'P e,k( number / street ` cry village n "HOMEOWNER":AO DfLt G U 1 O\A' k-4 �6 2. ' Th, to �`6 42% ! I oi name home phone# work phone# CURRENT MAILING ADDRESS: 9D ' ao (o I b ` )D- Ak.1`1\Ain ' a,-e-A\1Tv.,c. k wAR Cn_103b city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such"homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said gxu..._., des require 9 ure of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Secion 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application,that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a . form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. Q:FORMS:EXEMPTN TOWN OF BARNSTABLE BUILDING-PERMIT APPLICATION ,.-...t,\ i i _ s/ 6� ' Parcel 0 -3 4 x Permit# 3E1 Health Division LICANTNG DI 1S/U'i �'`''� Date Issued ` NGIN RING UiVYS]Uiv P Conservation Division xCGNs„tiuGY'ION. a� ;� .(> � '�a3 Fee 7"93 av c'� k APPI,T�^,n�rr�pool TT �q q CC"' r -IE Tax Collector EN Treasurer . } Planning Dept. Og, Date Definitive Plan Approved by Planning Board . • cl ' V . Historic-OKH Preservation/Hyannis _-- • .� , Project Street Address t? 2— t \vv- Village ?= 1\-2V\5—C<Pc$ks r Q Owner N ®`� V'l D11�J S Address �12 l k I'A PO X Y t t. Telephone `6 3 6Z-. p cii � Permit Request G?AQ-Pic(e l tyka-0 • Square feet: 1 st floor: existing proposed 1.00 S, 2nd floor: existing proposed Total new Estimated Project Cost 30 . 000 Zoning District Flood Plain 0 0 ' Groundwater Overlay Cor' ction Type 0 0 • Lot SizeL�-� S gi Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. PP 9 Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) ) Age of Existing Structure k.d 0 Historic House: gYes ❑No On Old King's Highway: VYes ❑No Basement Type: ❑Full brawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of.Baths: Full: existing a' new Half:existing new Number of Bedrooms: existing . . new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 'Oil ❑ Electric ❑Other • Central Air: ❑Yes Vo Fireplaces: Existing IQ U New Existing wood/coal stove: ❑Yes itGNo Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:) lexisting ❑new size Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name # 17 - Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO,(c.,2,Pt i)--64 e9 --:- /�, i,y SIGNATUR DATE ' 1 , FOR OFFICIAL USE ONLY PERMIT NO. c 381 . . . DATE ISSUED „.. . .• .. . _ MAP./PARCEL;NO. •- ,- . .. .- E.,: . , . • . ADDRESS ? ...:i VILLAGE OWNER • - . . . .t . , . I J : • 4 - DATE OF INSPEZTIoN: .. i . FOUNDATION 2„„ It) cteki 0.6 . . FRAME G -2-11Iet I4S . ,. INSULATION • FIREPLACE _ ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .....'_! i.. .__. IT ' ,J PINALBUILDINCi D k 1, /2. 1e)q "9 mg' DATE CLOSED OUT ASSOCIATION PLAN NO. * • ... . . g S a / < I q ti -A—ba 3�' . 6• . ,F t a m•.au,..d ......b... r I vra I Z 0 1 • i O r --'< c e-ag: E b ' I P+--..Y. _1. • \ , -} . .-is 1- • O 1kb9 °$ h . PUN0AErIONFL. N se sir ill iR11 {`s`s ""oo 0441a: 1/4"a I'-O" ;1,�F," c O'bob s t ' \.� DRAWING TYPE: Poundakfon Plan SHEET NUMBER: c I 00 j ttl o= g'm 0 Li gg Li optt thee e k k ' , :a % 1- 7 a Im 3 a 41 a t t4 g +•-• v:awe ki I ,...ri..a iv • I < n A z o Fd a a O I ;• —u 3 1 �Etl g 1 y1.88 v vga Sq 9 it el 0 PIia-eO PLOOP-PLAN MEPhaAlo: I/4". I'-O" DRAWING tree r'rsh Pica.Plan ;HER NVwnit A200 \ J 4-o4 o g4 a e GvMlmbu.rkl,vs. !.I f IL'eYbrd F..pMli 41,144.re mw#µ bU.s I h•PSB pnpe I/2"FPA rw#ed.h4#h4ns sra GeAa*la...9 I d'oa. 6. I OF ,...54 L 4 9/,"1-44.FPF rw#ed....Roarz N+h.m van#ad dr'p edge P V x_.s P'ms#rim I d'ay.,..sm Lpl iox#.6 I eV'ac, 1 G t .. —A wG.filyle.99^k..... _ .'*pm haws ! '".:__ TY rr.p-� ._..0 CL v 8. ,pp " 44 I/s"FPA rwasd.hs,hlM ._.{ Sa.B__y. ar,wwu..+ui.eld•aa. g s' I 6 x,P.T.11u4.14 v/.44,..a.nm ,"Poued urer,s aL ._ I__:8 ra plFb mW.iA 4..4.44.B/J4'/}ee}. {}/}J I /{//////ff ~�J/{ . .1ff• •. •.{. ./{.ff.{.{.{{.f•..J•,.F}•f./•..f••J.f•J.J•f..../•/..f•..{••f/•ff•}.•{.•. _ _-6 a,F"/ffff/ tie /{///f/ ///}lJ 1 it/ir//ff/r//{f////f/// //f}/ }/{fis/r /•fr/ /./•/{/// f// \ / _i_ I__t_{. B•.9'-d'Pawed cenerN*fauMwYen Lanp..Nrd All f . eqv �, / ,Id..IO"goner,*fool-1, • ' v fio6l a' A }�Uil-PING�Uf I 'N4 ?<iti=° ; 11014 rliNa MOO cala: 1/4�•. 1._0m lmag a PA/.WINGTVPf' pudding waaFron A-A SHUT NUMBER A400 � }/ , ,, # k7 § y\ § . w■. . AIM ■ MN NM . . . . . \�{ , ales«!« , . i p 4E-- ? / e , v}\ ; �ƒ4 ,� }\ {\) \ i _}}<. § I :' ' � ` �7k ^ ` 0) r r ` / S� < , , t\ ) , . .- ` e /I % ± \}e4«m �*£o4 4 «ter ApOR ! � ' w«, .'-« ^° � a«. mo . ` J < !k J 0 o < w c a= \ » . ,:1 ' r -IR NSW_ w | =w $. \ � _ ia - i {irzw., > e�. / . _ . g\ ' ,_. \ '\ . . • I . :- y \/ ` ) . 2 F . \ ,* F ��%�• %q ` . • . . |} ' 1 |/k } & di| - » K A a�A2«R p WV Afl . | |} ^° w«. me a«. mo |! /! , MAW*_ . , Ar-200 11y Zan. r• building Livision IIMI srABL:, ' 367 Main Street,Hyannis MA 02601 . mo Office: 508-862-4038 Ralph Crossen Fax: 508-790-6230 Building Commissioner HOMEOWNER LICENSE EXEMPTION Please Print • I DATE: 1.IC q9 JOB LOCATION: \ 1\1i1JAy i.>All,N STA ` {nnumber street village "HOMEOWNER": *\NO 2ZW G l yvy '3 t,2 1%to ( cb name home phone# work phone# CURRENT MAILING ADDRESS: 'b (SOX (o I to \ )2 M l`t w-A�/' PQ0 cT \Q J city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for ail such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspecti n procedures and requirements and that he/she will comply with said procedures and •emnts. 'a •, • of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION The Code states that: "Any homeowner performing work for which a building permit is required shall be exempt from the provisions of this section(Section 109.1.1-Licensing of construction Supervisors);provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems, particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/her responsibilities,many communities require,as part of the permit application, that the homeowner certify that he/she understands the responsibilities of a Supervisor. On the last page of this issue is a form currently used by several towns. You may care to amend and adopt such a form/certification for use in your community. • Q:FORMS:EJT 17The Town of I:,arnnstabnk ' T�1 �; Department of Health, Safety and Environmental Services B J B Building Division 1639' ,0�' 367 Main Street,Hyannis MA 02601 `_Nu►-a Office: 508-790-6227 Ralph M.Crossen Fax: 508-790-6230 Building Commissioner Home Occupation Registration 431601 Date: Name: lok iv c . ) G U TD U)S VC-1 Phone#: 3 C, 1%to ta Address:` --6— 7t-- a Acllwgy 7 village: Type of Business: A N}\C U-U \--1 lM a U S l M a Map/Lot: Z 0 0 0 24 INTENT: It is the intent of this section to allow the residents of the Town of Barnstable to operate a home occupation within single family dwellings,subject to the provisions of Section 4-1.4 of the Zoning ordinance,provided that the activity shall not be discernible from outside the dwelling: there shall be no increase in noise or odor;no visual alteration to the premises which would suggest anything other than a residential use;no increase in traffic above normal residential volumes;and no increase in air or groundwater pollution. After registration with the Building Inspector,a customary home occupation shall be permitted as of right subject to the following conditions: • The activity is carried on by the permanent resident of a single family residential dwelling unit,located within that dwelling unit. • Such use occupies no more than 400 square feet of space. • There are no external alterations to the dwelling which are not customary in residential buildings,and there is no outside evidence of such use. • No traffic will be generated in excess of normal residential volumes. • The use does not involve the production of offensive noise,vibration,smoke,dust or other particular matter,odors,electrical disturbance,heat,glare,humidity or other objectionable effects. • There is no storage or use of toxic or hazardous materials,or flammable or explosive materials,in excess of normal household quantities. • Any need for parking generated by such use shall be met on the same lot containing the Customary Home Occupation,and not within the required front yard. • There is no exterior storage or display of materials or equipment. • There is no commercial vehicles related to the Customary Home Occupation,other than one van or one pick-up truck not to exceed one ton capacity,and one trailer not to exceed 20 feet in length and not to exceed 4 tires,parked on the same lot containing the Customary Home Occupation. • No sign shall be displayed indicating the Customary Home Occupation. • If the Customary Home Occupation is listed or advertised as a business,the street address shall not be included. • No person shall be employed in the Customary Home Occupation who is not a permanent resident of the dwelling unit. I,the undersigned ave read and ee with the ove restrictions for my home occupation I am registering. Applicant: Date: >I 1 L a) Homeoc.doc eering Dep, (3rd floor) Map Parcel 03 Permit# House# / 7 02 Date Issued (3-S>9 ' `r- r 'Board of Health(3rd floor)(8:15 9:30/1:00-4:30)1j Gct/f 6S0 �� RI- , Conservation Office(4th floor)(8:30-9:30/1:00-2:00) -' ��' '✓ Planning Dept.(1st floor/School Admin. Bldg.) • .e/T\I Definitive Plan Approved PlanningBoard 19 CONNECTION� E by l3Na � INEEBINO .` �.i��;,, ; , BE To O K AT SUCTION '•. r + r TOWN O BARNSTABLE S Pr T Q Buildi L�ng Permit Application Project Street Address 1"I D NOANI Village J1 .-1ki2.191'41tC�\E ' Owner AN Address \12. 1A i .k ko Ary 'P2tU S C kQ tR -Telephone D%6 P l ermit Request Qt✓ c *9� .E tZCMAIdNlfl6e 114 "b C.— T �t iz b �US0 R r I + f First Floor ZOt7 square feet Second Floor (OD square feet Construction Type \n)V rt 1%1.317r L S C t tL Estimated Project Cost $ CO®, Zoning District (LF 1 Flood Plain Water Protection Lot Size 3 Grandfathered LI Yes ❑No Dwelling Type: Single Family J,e Two Family ❑ . Multi-Family(#units) Age of Existing Structure 1/4 1 W y i'z%Vy Historic House ®Yes ❑No On Old King's Highway ❑Yes A No Basement Type: LI Full It Crawl ❑Walkout I Other b In-r Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: Existing 2_ New Half: Existing New No.of Bedrooms: Existing a„ New ' Total Room Count(not including baths):Existing (a New First Floor Room Count y Heat Type and Fuel: ❑Gas NI Oil LI Electric ❑Other Central Air ❑Yes Q No Fireplaces: Existing d New Existing wood/coal stove ❑Yes J No Garage: LI Detached(size) Other Detached Structures: LI Pool(size) ®Attached(size) 1 L c t -L ❑Barn(size) ❑None ❑Shed(size) ❑Other(size) Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes 12 No If yes, site plan review# Current Use RED 10£WINL Proposed Use Builder Information Name 010-7L2}1---- Telephone Number Address License# Home Improvement Contractor# Worker's Compensation# NEW CONSTRUCTION OR ADDITIONS REQUIRE A SITE PLAN(AS BUILT)SHOWING EXISTING,AS WELL AS PROPOSED STRUCTURES ON THE LOT. ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE , DATE " f2( t C BUILDING PERMIT DENIED FOR THE FOLLOWING REA ON(S) 7-_v l y I 1� / FOR OFFICIAL USE ONLY Z 6) ( PERMIT NO. ' ` T = . LATE ISSUED MAP/PARCEL NO. • - 4 ADDRESS VILLAGE _ OWNER - - .. DATE OF INSPECTION: FOUNDATION FRAME INSULATION ' FIREPLACE ELECTRICAL: ROUGH FINAL • PLUMBING: - ROUGH FINAL GAS: IF* FINAL FINAL BUILDING g s+0 s --/!?LS ill 5141 DATE CLOSED OUT'RK,o ,2"Eoa �rr, ASSOCIATION PLANNO • TOWN OF BARNSTABLE BUILDING DEPARTMENT HOMEOWNER LICENSE EXEMPTION Please print. DATE - `3\ `3idc\c6 • • JOB. LOCATION Ma Ww y \ t LAd Number Street address Section of town "HOMEOWNER" \Q'00.... l2:71vilaNOSIC4 7S Z. '-! �a SCCS 25.. ']037 Name Home phone Work phone . PRESENT MAILING ADDRESS 1 t) 1 J0 (a t b 17 Z VNk k l k lm A • \M4 O21o3D. City/town State Zip code The current exemption for "homeowners" was extended to include owner-occupied dwellings of six units or less and to allow such homeowners to engage an in- dividual for hire who does not possess a license, provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER: Person(s) who owns a parcel of land on which he/she resides or intends to re- side, on which there is, or is intended to be, a one or two family dwelling, attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Officia. on a form acceptable to the Building Official, that he/she shall be responsibly for all such work performed under the building permit. (Section 109. 1. 1) The undersigned "homeowner" assumes responsibility for compliance with the Sta. Building Code and other applicable codes, by-laws, rules and regulations. The undersigned "homeowner" certifies that he/she understands the Town of Barnstable Building Department m'nimum inspection procedures and requirements and that he/she will co wit said p ocedures and requirements. HOMEOWNER'S SIGNATURE APPROVAL OF BUILDING OF ICIAL Note: Three family dwellings 35, 000 cubic feet, or larger, will be required to comply with State Building Code Section 127. 0, Construction Control. c' . A- • ��' HOME OWNER'S EXEMPTION " ' The code stat_ that: "Any Home Owner performi. = work for which a building permit is requi -d shall be exempt from the .rovisions of this section (Section 109. 1. 1 - icensing of Construc 'on Supervisors) ; provided that if Home Owner engages a - -rson(s) for hi - to do such work, that such Home Owne: shall act as supervisor. " Many Home Owners who use thi - , -mption are unaware that they are assuming the responsibilities of a su. - or (see Appendix Q, Rules and Regulations for .licensing Construction =upervis• . , Section 2. 15) . This lack of awarenes often results in seriou- •roblems, par ' ularly when the Home Owner hires unlicensed persons. this case our Boar. annot proceed against the inlicensed person as it would with licensed S . -rvisor. The Home "Owner actir as supervisor isfultimately responsible. To ensure th the Home Owner is fully aware of his/bier - •onsibilities, mar. communitie require, as part of the permit application, that e Home Owner certify that he/she understands the responsibilities of a superv' -or. On the last pa a of this issue is a form currently used by several towns. ou may care amend and adopt such a form/certification for use in your co unity. I, �A BCE /428n4e o Y,.S� i ,3 F/ ''.'‹ 1/i ��� f �J �F� S/TE P244n/ rN �yQNS7."/>1BGE MA.\isi / IG t ca �,V. Br ` , 2 f ~Ap01�� ` PrJ P AND.QELt/ U7 LY SIG/ \\ a , ", *E!!�,5 ,pcTZ!/y 8 SC,QLE ,._ o' f 9 *; EDWA.QO 47 ieo-zcey RE,-: /›Roi" Lgvo 54Nzy yo.e Lotw$ HA, SCALE/"p/000' P;Atiga;. Gt�.v.v/i¢...v hlA. 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Z u '� N et a• '11 : *• 1 ft.0_,J., ,,,,,,.:, 1,1,3'...Z - Ivy 1rF ._v 1. 1 , si,:..;:w.si — — = _ I \1 , / / �; r a 3I t _ — 1i r t . __ -- ; $. , gag.' / 11 9 :)"� ;S �.br L2S " I.7-*::; a a = h 1 .7 79�eld ^Fri ; e.'u'��r 1 ,:.4;E 2 1 1a Fo V I l ^I I ,zs Lzs u�tt'' 1 ir ;iy.1 l 'I 11 O Z,bi9 Nam+ Nb� NO 6dt i 1 1}.�`��,rt'��\ f-F 2972•bd 1;1:'•:zj, oo£ db'N S'a'oSs3 cso' •I •Ni,/ ?'n�NMH'1� i‘l 000/.,,,37d7S db'H s'no7 I :ra/C�'ia”�s- a'.6.j yoa'c/ �_ a'�77971 3 QadM2g .05.;&.'. ,A, :\‘.1 d e �2- O 3 7,2.V •dam/ _F7s6<sn eibg NI i"d7d �1 is- '� �,d 4t. „s \ ���1— NOTES l\ . Locus a �, ' �lir' �� . _ .. 1. TUM IS NAVD 88 .. .. .. .. N TING R N WATER DA �� Honor 03 s - 2 MUNICIPAL SEWS AND R IS EXISTING. 7 A56�uD M\ • 3. THIS PAN IS FOR PROPOSED WORK ONLY ANDat � ' . .. H/Cq .. NOT TOBE USED FOR LOT LINE STAKING OR ANY y .. .. s Q� .. OTHER PURPOSE: ® m ill, 45 \, aa''ww ASP/N CREEK , cn�LDiN co csAFE(i 888E344 RESPONSIBLE 7233)LAND 1 ID _ 7 .. :. ._ /Y//'1R E. FLopp VERIFYING THE LOCATION OF ALL2 UNDERGROUND& '" *. - D TI T-` lz\R`ow 64.75 -. ES PRIOR O C r *Jr.: _ 1 r - WORK. OVERHEA UTIU COMMENCEMENT OF 'PO1}av o' - 5. ALL ROOF RUNOFF, TO BE DIRECTED TO GRAVEL PACH. - •� • I `S _'�, \\ ��s.\.\J - - DRIP EDGES OR GUTTERS AND DOWNSPOUTS TO \ ...- MAP FJT I� � � 7 \_„\ ���� \_ ROOF DRYWELLS �.� �MAP CL 35 .. 16 l / t {'Jl� 7sAL�'A1 ,2 6. REFERENCE SITE BY doeERr L&.uoITH L-NOLAN - 17 �_ �� 1 '0 CLEARED RE BARN A DRIVEWAY Ij�� y�(( " 3 ' REVISED JULY 29, 2003 NSHOWING SIMI AR MOWED .. �8 � \ ^G�1 `�►;. -- - �:- AND A AREAS, A AND SHELL VEWAY ^ .. _ '1ITJ _15 ]9 rt 11 6'CJ1EPRr ,-- ♦ • / J . , c , , -� �`�1!c`.��"�r.''a;�r '�i LOCUS MAP !\� -- .�+ ;... 7`` x, i' aERRY C � .. SCALE 1-=2000't - ASSESSOR .... - �� .. .. jA+�0•.., a.,--, �c`y /x"L: Y I i�=- • 1 S MAP.300 PARCEL 34 • 0 2 ::h �I�\ --•w �L�� -• t4lu" ' r] •�-s` III 1tiog, LOCUS IS VATHIN FEMA FLOOD ZONE AE / /C� g = .a �� ' � '��: S�[�] � EL 12 AND X AS SHOWN ON COMMUNITY .. - 2�`- • •fTESTED /_ \• i� 71� ____'� v s� � :-4 t6 PANEL g25001C0558J.DATED 7/16/2014 AREA ^1• a .� - 1.•.N.. / .� .t�!4 ` Cm tB'0 tr -OUCH. :.NC n If ___ _ -__ _ =r-^K' � `t 7 \/ 4 b _ R < SHED AREA - . , ,TR . :S TOPOF COASTAL8 t- - IJ 2,Hour TREES .} -.w li"ljniiir \ ttlT /EucE — ZONING SUMMARY 24�-iW ' .. - Aft& l�)!: a.AR /. OF - 1g :�i' ,11-NE �P �� \; I __ _ _ * ai_mil g• \ zz - i BRUSHED AREA+ PnE I,� ,� � '- ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT . tiI ,2a -...- SAVE , '�x '�,2.' - �uriE �x P \ !% 's MIN. LOT SIZE 43.560 S.F. i 2x j i •.". . tf►�_ 4/ 21 ce 0,\ t 16'CHERRY J•�, I 1�� MIN.LOT:FRONTAGE 20• a -i{� 4'PITOI PINK. • �'� • .MIN. LOT WIDTH 125'. 1D�fir - aP �r ^�'/� L•. -.a oVCD) ' 22 x '� MIN. FRONT SETBACK 30' ,i(,) ' / . Y PN MIN. SIDE SETBACK 15• SD•„ PI MIN. REAR SETBACK 15. 30' _ii O�� CDASUy SANK-_2_,_ a2 z • 17 MAX BUILDING NEIGH 30' \ FORESTED PR-- - - 2 AREA �e'' % , I((�D,,' (° _� _s HW 1/ OWNER OF RECORD • . - _6_ ..-f.. / ����G�i�Q/Y Z �i� •i N6 76 ANDREW GUTOWSKI .. �� ED OF u - E/os S w� i ' P.O. BOX 616 .. oA h '... - 2s ! �' POR R BARNSTABLEI MA 02630 2' ~ GF1'Tqo - ' Y #172 MILLWAY-//�/m� -T r� � COURT NOTE: UNDER PURCHASE AND SALE TO APPLICANTS • /I ' zfi to , :PrIgii - uAP va s3-om / V 1 EXISTING \ '�. �. .� -_- -iJ DWELLING _ "�- I PNIL A R WEN S LAPINE • / L � 111111r- !1► ° REFERENCES 11 • ♦- 51. ++. DEED BOOK 10214 PAGE 4 - DRIVEWAY 141 �.- a E I .�2,.+ L— PAN"BOOK 650 PAGE 24 24 - 9ii i ,'/r SECTION 70 �, si.. DRIVE ! BE REMOVED •\ _" ` / - iiii BARN - G +��� _GG� � �) l I � HARDSCAPE CALCULATIONS: / 28 6 G PSI atR — j R/VERFRONT °� j,I ) YAP 300 PCL 47 .__/ J J �� f , __ ,R, HARDSCAPF 0-100• 100-200• �178 MILLWAY , BENCHMANK:MAP NAIL 0wr KAREFI 5 8:ViNCENT T.FOLEY,TR L �\m ;�i. Z6 EyEV.O 2598 NAVDBB LJI -t.9 g/ �.-✓ 27 / '.:!,, EXISTING: 106 SF 601 SF ' ‘ , ^ - _ \ ' I PROPOSED: 0 SF 5615 SF uwN / / CHANGE: -106 SF -396 SF ,P.144, E%I DNG AREA - I / 4j / 241 N \ LAWN AREAP : DRIVE /' _ HARDSCAPE CALCULATIONS. "° 2j \ ARFI FLAGPOLE , // y /// 00'MIT OFT Y RIPARI." .'-r\�`-23 �\ 1 COASTAL BANK/ / rD-a- >' 22 HARDSCAPF WITHIN BANK 0-50• 50-100• 4 ` AREA 20--- _- a/ �P 444~ // 2, 7- ] EXISTING: 92 SF 19 SF 2756 SF I eY-,, J PROPOSED: 0 SF 0 SF 2779 SF. 26 ` • If, 44 // �y CHANGE: -92 SF -19 SF 23 SF FORESTED .. 26 1 �Y5 - / / /MAP 300 PCL 34 if (...0_. 2 ,E70STING S // g172 MILLWAY�16 r _. SHEDli " E!E lll... I / /y,// 950°t s.F. LEGEND SITE PLAN / h / 2.2 AC.± - - - - ,14 t ToPA N .. E /.. / 99- EXISTING CONTOUR OF MILLWA 2 E/E' 1) / 2° • ' E 26 26 / i/ X 99.7 EXIST. SPOT ELEV. 1/ 2 MILLWAY 5 BARNSTABLE FORESTED //, / DIAHANNY aWOT7C CORt1EW0 -[99)— PROPOSED COMOUR AREA / ' YAP300P0.33-002:•.' //. r /B7 DEACONS COURT [98.4] PROPOSED SPOT EL. PREPARED FORdlir .-''''-......_ - - 75 / / FIXtESTEDiff TH7 24 HARD MARGARET1�� i / AREA TEST HOLERIC BERNARD �_ -- . _ s // ?. SLOPE OF GROU DATE: JANUARY 25, 2017 • .. RowEHD.Wes\ m ----- 23�� cQ, UTILfiY POLE ND REV FEB UARY 17, 2017 /164 MILLWAY 4 , �� SLOIe:1.=20' �-Y MAP Soo PCL O ' �, '' .. "-_:�� ---- i-. 1)0.84' ; ..; ^`9,9 .`� F Mist ` • Ys o. FIRE HYDRANT s W v� - .. A. 1 V Ci•NG1E-:NOT ALL SYMBOLS 1Y1Y MPEIR IN OMWING 0 10 20 30 40 50 FEET • �� f�o��CJIEL i`�i o, t��ANIEL ((Pc!) z i1' !P - F-- M o! 1[A$-H 500-362-4541 l~�J .s () .\ •`111' A. Tn�,. \� �, N o4+nE� fax 5D6-362-9660 YAP 300 PCL 31-001 '_�22 ')�, - 2'�[ N DANFL d9wncape.com O A oa v cuT�ow B ° 2 o.46.02 1 v'ALA �� ua down cape engineering,inc. A • _�.. a 'P O IQ. K...._... 0 v ,F''t./ L :" civil engineers • 0 v� • � ,,f_, land surveyors 6 FGiSTe. •,''-. PE $�Qi✓� 16� • ` . �� / "\�. / ` `N "�/QN11�.�N' /'�Z- T 17 93YARMOU 7HPORr MA 602675 . — O SURV Ey •-,-----------0ANIEL A OJALA PLS PE DATE DCE #16-423 . .. 1 ...., t f Z- ,,— • 4411.01..101.111.114 � NOTES • h s� 4 `� —�� • Barrestabk Harbor Locus CR • 1. DATUM IS NAVD 88 . , MAP PCL 031 — 2. MUNICIPAL SEWER AND WATER IS EXISTING, , , . 7 Alir MASS AUD•=• . . Q . �� MfgN 3. THIS PLAN IS FOR PROPOSED. WORK ONLY AND,0 t, ., y HiGM NOT TO BE USED FOR LOT LINE STAKING OR ANY • Swq�R EL. 43 OTHER PURPOSE. '�J ,. ��� o aeti ��. 4. CONTRACTOR SHALL BE RESPONSIBLOR� 4 `� �� �� F 4S \ ; ' MARASP/N CREEK I �, � r,�, / o ' 00 �� CALLING DIGSAFE (1-888-344-723`3) AND ` "• cp 1 s • EBB (TIDAL) �� VERIFYING THE LOCATION OF ALL UNDERGROUND• R �* o� �o Alla ki OVERHEAD UTILITIES PRIOR TO COMMENCEMENT O °'�rOoo� f 7* a • a WORK. %Mill 1� ��� 64 �5• SG ,: - o, at , � i 6 ` ,, 5. ALL ROOF RUNOFF TO BE DIRECTED TO GRAVEL• °'�'°4d m �' _ �5 ~�ri�� 'I • DRIP EDGES OR GUTTERS AND DOWNSPOUTS TO a MAP •• -CL 35 • s ill• 1• sS /• ! 8' CRY . . . . • ,`, AND CLEARED AREAS, BARN AND SHELL DRIVEWAY 15 74 _ 17-`e � 10 • / 4' CEO g• s, 1►11 TO BE RE • • ► '�` . .�ray�' �_ _ I _ LOCUS MAP 4PIII*11*11°1#441111b1114.#11 �� 18 !1�) » 10 CHERRY � = :,\ 0 .�,-nos • g 7p ,��� Aill%4It o •, _,;.. :_• ��' , �i� _ . r SCALE 1 =2000 f • yr 0• C •A' '• �����1�� 71 1. M _ �� �Y01 13 � R• �► 1 �„`, �»Lr�/ �li-*I'r � ASSESSORS MAP 300 PARCEL 34 ,^ Jiriiiitft: lir, '* �''+ice,,,,..,,, . . �>sii 4 � �i . �No-- —"""111111141.11111AMaliallill- 1"."1111 � �� j o- - Vv • \_ • LOCUS IS WITHIN FEMA FLOOD ZONE AE 2� h *RESTED4411141 c��. --ems --�'-~yr �' �: 1 '� 16 EL. 12 AND A N MMUNITY • _ — X S SHOWN 0 CO " O. • AREA �� ' CEDA' 8 ED- — —�, — - —r�:u►._• i s ' `�!''1► ` PANEL 25001 C0558J DATED 7 16 2014 )1111 PiliVir-, • — �''' \\ 18 OAK . -OUCH CLEARING a — ---- • ' �' ��.I �v . BR SHED AREA 20 ;r TOP At • OF COASTAL BA, it 1 I r • f \ �L ����� ,/►R / — �, X 0, • 'INE `� 24 / 1.. `;; • EDGE of („ %y,.'��v� ' ---x X + '9 . ''sr` ,-PINE - 1 ZONING SUMMARY • c \ ' �$ `' \ - - BRUSHED AREA X ♦' . '1 E / • `� �` :!4.:4111rov � .� — � ( .. - •19 ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT 4) I , - ell '4111:: kit \n • 20 �t P.PIN �I �� �'• '� +��I• ' 1 '- '�.�. Lys 0, IlltilprL �. MIN. LOT SIZE 43,560 S.F. ry - GE ^� 16 CHERRY :>� �; -y '..1 Z of MIN. LOT FRONTAGE 20' . • • '` , •' . . 1 ', 4• PI CH PIN '' f MIN. LOT WIDTH 125'10C'` i/ S� •- • ( • REMOVED) 22- \. .1111pri , WLL ILT FE �' COAST• — • i'�` 2' Pa P MIN. FRONT SETBACK 30' _ 12• P. PI• i . ; , T�11 '` . Slf, MIN. SIDE SETBACK 15' MIN. REAR SETBACK . • 15 I. .\\ ,j�. -"2� ----- _COASTAL B __za A . * �, 21J5O' • `� ` FORESTED ,. ——_— —_ 2 _ 7'..... •. . 17 • s MAX BUILDING HEIGHT 30' , 11. . , , . . . �, AREA 2 �.,' .Y:;,n — — __ — • . . • ry • . . S 101 . . OWNER OF RECORD • A ' \ _ „ o, / }�� .'` , +'r °s ;y""'�� -r'.�r✓9r j' s '_:',Y":., , , `�� — Alt0`._,. o ,AR�'N ••• EW GUTOWSKI ED OF LA a , ,sr n,�* ,..=>�,. Exl 1�N P.O. :B OX 616 , • 'i "7 P S G htt N ' .' ," f ': : �, NCH . �� o xt, ,j,. ��. BARNSTABLE, MA 0263� ^h. to' • Jp -of_ s� 5 `�,...,',. fir.... Sa`'y . . . • i r-1J: - .:,. -.,,off° T z p .. .TQp .. h. 6 t ' , •• � `�iG; fir. '''<< • A ,;,:x r r, , ,, : ' x .`,,t, z 1 DEACON COURTAPPLICANTS 26 . h .r. s ::<<:: Aid" NOTE: UNDER PURCHASE AND SALE TO • ^ / _ ;"/ •-? ?� ,- ->' �'o,,,' EXISTING ; �� • MAP 300 PCL 33-001 _ 7: � ,,, ' ' Q ... . .. , ... , ... . . . . .. 28 — — r' R• a Nitroi ry DY S LAPINE• I. :•,,,,..,„,,,,,,,,..,,,.„,..,. > DWELLING ' ' PAUL A. do WEN' • �. Iv.. ::� r7RST FLR --,, � - REFEREN E4 )0IP. .: .. .... . .. . ... . ''- w •: 4 e"p.,. �'.,°= ... t '�( s _ .. °� EXISTING �� FLAGSTONE , -- ,:� •,•<� �.,n; ;. r,":;, 2 DRIVEWAY �,� PAno . PLAN BOOK 650 PAGE 24 a^f �s - St e':j i:r .r.°' 4 i c'i". 'w� s' ;''nt.�a:i� '„ ."�< ;.:' f SHELL /� SECTION TO �� i „ �. ';,�w� �t,, �,.� �` W DRIVE �` BE REMOVED . �'i a� j , , �, _ '� ,�;>; EXISTING ► I Y�� w. ` BARN LAWN `� "'` ;T j" �. ., • F.I:'.%`�a 'r' Zg4 AREA `� le SCAPE CALt HAf�D �ULAT/�JNS�`i. 1, j ' �'Fr�l :ci, - .9' i .i.{ '. Fri 1114 SLAB _ t►• . iI;..f �L. 30.6'-, _-, .,: �` . , , I% � Rl1/ERFRCINT >�'• #" • '�4' r� '�, :• MAP 300.PCL47 �' dr . °' ,• 4' ,; �' �, i:,r; �"= :r' �, �� BENCHMARK: MAC NAIL ,, N ` V �'IARDSCAPE 0 10O' - ,:� • „y . k �. rr. ELEV. 25.96 NAVD6L• 200+ s KAREN S do VINCENIT T, FOLE r, �I ��� • 5 / 0 2 7 / PROP:, •'�_ . ,���`� ;� .r ..y �:. ';', .� ., �, ,.�:.;,:; ' - 9. c, EXISTING: 106 SF 6011 SF:�� ''.��,. !!� �. y,,:ii' ,.•. ',tom U E 9 • �.. k,. — PROP , . . , . 0>SF• ' �. 5615 SF �•i,'d•1;'dr ia ;1;. . ay. .'},f.. ', d'a a�' , -..!,. ' `,f W '' n \ l ,1 " , .,}` i,'t IJ'.' . ', t-^�. F4 i.a� '*r° ,,"�, S n/ A' LAWN S �# , x'` EXISTING / , �� �,. • AREA • CHANGE: -396, �.� / .�� GE: -106. SF _ z r°� �: SF a� 4;' ,:vy,,; �.`° 30 PAVED / 1. , .:f I' � 3, t .1 •, A,}.Ir . ��. i` ;,� ''. ,' ' �; :1 'N.. ' PRO.OSED two •• ,= h LAWN DRIVE / �'' ���' a:,w ,. �. � � PAR G �i �'�. AREA • ,,,,,,,,I,„ ��:.��. FLAGPOLE ARD AP. SC A AR- C L�•��` � LA TI r3 k.i' : „ r :,`�` • :,• _x.;:::,� .. ,- ,,, MI OFF M � oNs. " ',;' • 2i ,,,: �, ;�' • MIT R kf' �i ;,. `>.` RIPARI QQ /. r� sr / • ,F. ;�� ���� :� CO TA 5 S L B 417 :i l �'4. i BANK qq r +4 ih e , f / )a � �., sib1 ;,• ,.4,`. fi ;� • HARDSCAPE WITHIN BANK 0 0 ',_•. ,° ' I -!-' AREA 5 :;0::• Nikili*om • • • S ' , • ~,' t. P • '�, ,, �. 26 PROPOSED: , ',v� � :i �'�., , s SF 2779 :S � 4.' s= • • FORESTED H. ��ti` •.iC• V CH - ANG .E•/ 9.AREA 2 �SF' 1 9 F S M P SF Y'- `t. '-25 0 PCL 34 ,y 172 MILLWAY I ', EXIS TING 121 / l' i; :I{, • `,i!� i i 3 SHE D E E I - l ,/ RCJ w� LOT 1 P r. 1 A y,.„ ,,,.:, ,,,.. ,,,,,, ,, „, • �, � 3, l •'3v :f. %i 95 071 �`� S F. i z�. LEGEND-i .• pLAN .� s' °;• 2.2 f� FEB fr,",: • 99 • Town of Barnstable bct LL • �,,.� �r- EXISTING CONTOUR • ,,. ,.� :�+�. r;; �' ��, N a � Old V.i 's Highway . �• , .i'. r Committee „� Co • 4 At ,{ �11 I xtr ' _ �:r a F'h'E 1 ��t. 6 / �i+ ,,fit �. 4 , �'z X����� �� �E IS .,, T SPOT,. .. ELEV. z 7 >� E MILL WAY W Y , DIAHANN M do SCOTT C CORDEIRO99 ,x• FORESTED PROPOSED• [ J CONTOUR l Y . ry • 1 V f AREA A N ST AB L (n E ., -:;. 4-' MAP 300 PCL-33-002 1 t 9 t� ,k r a' ,,' N PR OPOSED ROPO 5ED SPOT ' / I SCOUR PO EL �`' �� � 7 DEACON T ems,' REP Ee ARED FOR era ry • S • a: TH1 �f �,r"a 2 ���`� ��,•� FORESTED 24 / t`f - �k AREA ,. / E 1 ��`� TEST� � ST RI CHARD HOLE H D & M A�� R / G RET B i -'} RhJA RD� {. • is i'' iA 4 it / n 1 SLOPE F RUN-�� •�l° 0 GROUND D is `rS:' l ti•.r i,i o: � 4 � A i:Q � •• E: JAN UARY r 25 20 7. o i , 1 23 i t I ' �i ` 'b '`� ?I +iY t �� MIEN '.,. 1.• �i • , UTILITY q' 64 MILLWAY { ! PO LE 1 . 7 I'S. II� 1 7 ' f' • 2,:�... .,1M1 yl�n .t ��i�t' /�� v. •l �,i.+'' . ci', '•F i; 't' � Scale:1 20' ,` ,I, '. f MAP ,300 PCL 0 :., • . ,'.3 �� "� 5 • FIRE HYDRANTsum own simmom '3 • i0 8 0 s' �V 4 1 0 2 ;y.,• 30 40 0 FE ET EET�; NOT NOTE: ALL' SYMB OLS BOLS Y MA APP EAR IN DRAWING W NG , i� i , i Jam. fi fi e C r3 • off 508 362-4 ' MAP 300 CL 34-001 `-v'` 2 5,,: • • fax - o 508 i` 36��. 2 98 80 k t, ���•r�f 2 1.f� 1 3 d 'i �n. VACANT 2 a���� • d w rx� o nca e. 1 d' > ANDREW GUTOWSKI i ,t3 d 1 i �".gy ' " t O I�d n e o e a n i ,. . . . e �ac t ,,r. 1. �s � rig 5 ' Al i • �{� • pry :r^' r .7.: 4: � , ��� M ¢{f Ii �4' { 'Is i �x,. y 'fit, engineers �r" rAt� ,� I, N land k„ • • :zrv:Arrs• • • 9 of • S tree t Y •t� ! 4, { 5,•� `xfl Iv R' p ▪ '4` { JJ 5 � x ,p t, 5 l § ' .ii` f, RM w OU P-�� � TH O• �d: �.,� l, MA y ':i, ;��' DA2 7 "daa�, ����' �• ;�i a.' ,��� DANIEL '3 ,��� P.L.S.P �;: S 4 N 5. jj i'R`, 7 !'A 4 f''� ,f w� Y° 3 ti' r 'r , ''ti k '.M1. �,�1', �I��T 4, i d �!' •t' y 23 , 4 �{ w.I• e,q�..- fa.• ,tM...11•(;.a� � • S. S !I. ' ; x:• '�` ',tL••'4 'nor. s :'r' s'`t" 4. i'' 1.1 i r a,. � I ;fi Y' eJ `��� J i q ,$' i.fii r� 1.y. 3 r. 1 :.c. 1;{G. tea' i' <1} '.hFq� Y ..5. -`rye J y'`s :;v�." #' �,•. }}''}. ,i�' i11 xz,�. - • i 1,�.: "U" ' .'S,',fiv f.i"!'t -1 J• fi`'4`4f. ulr I�fiA'i:.� .. i,• ij 5 { 36.},▪r�r`, - r, 6 $n`WZ,r,� p.i �• • • �..�,' z,.{',t� ;',{.St,r{.`d, i.;, • i • i.. . �,. •. ., ,x ';L' rb'` ?. .v P `� ... _,.._._ _ ..- _._. .. .,._.. „a,......,,,...r-,.,«sru --•mom. .... . .,w "n .,,.i.r rf.#:,✓l,fi.f n i ,� • i"i.C':e<',v-."'':t± .. • ".- ;�'. ✓, . x._...__.«...a...,.-.....»._..... .. .........w...._....,-r_. . -. »»•..__.. ..._..__,.,.,,.. _,....,_.. ......,..... _ NOTES Ir ; _ / NAVD 88 cn ED OF LAWN 25 r / % EXISTI S `�� Locus 1. DATUM IS _,_ �0 ' PORc �' Barnstable Harbor 2. MUNICIPAL SEWER AND WATER IS EXISTING. _ / � �6 ♦ 6 �' OFF TOP / #172 MILLWAY +�3 2 2 6 �� OAS % ���-�� , .. ��, � 3. THIS PLAN IS FOR PROPOSED WORK ONLY AND �^ i Tq�`.,K � �/!! r/� /!�i EXISTING ��� `' - NOT TO BE USED FOR LOT LINE STAKING OR ANY �\ - - _ o o° 28 - - - DWELLING , • P::< �� � OTHER PURPOSE. - - - - .say FIRST FLR %moo` " - k , ae�•o SHALLEL. 27.8 BE RESPONSIBLE FOR 30 - -- -- - - - - 4. CONTRACTOR ✓ - - �� - ° EXISTING "'; 10� OF CALLING DIGSAFE (1-888-344-7233) AND - - - - --- ° VERIFYING THE LOCATION OF ALL UNDERGROUND & or FLAGSTONE - °'> e° •• � �. ' PATIO �� / p 24 OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF �� SRl N co�/�`_'' u) A N /Po//�000 °°�� '�o� EXISTING L ----;----- WORK. 4Q c BARN �� G LAW `ICE I �� 26 SLAB G ARE \ ° �� �'oi��oo ° t�. a m F`. 30.6 G G ' T MAP 300 PCL 47 _ --'IV `- 4 'a MI Dc- \Pk N e �G - I A #176 MILLWAY /• BENCHMARK: MAG NAIL 0 ` \ ��N �� �oc� ` ELEV. = 25.96 NAVD88 O fii co / F / KAREN S & VINCENT T. FOLEY, TR. 6 f/ 0 27 �� UTU 9 MAP 360 P ,4 2° 2 / •s NE.° _ #172 LWAY \ /-- BERNA"D RESIDENCE iN TREED 4- // --� LOCUS MAP N A EXISTING LAWN • _ 24 95,071± S.F./ 3o PAVED AREA /o / I SCALE 1 =2000 t 'c� 2 AC.f LAWN PRO'OSED DRIVE Q� /� ' ASSESSORS MAP 300 PARCEL 34-001 \ ', co 0 ,� AREA PAR G FLAGPOLE / co 00' OFF MH �— �' / IMIT .� ER RIPARI• LOCUS IS WITHIN FEMA FLOOD ZONE X AS \iL , o a �1 ,i / SHOWN ON COMMUNITY PANEL #25001C0558J / / DATED7-16-14 (NOT A FLOOD HAZARD ` / / 4 FORESTED ZONE) W4Illehlo, ` // moo} ��� / REA / w ��� UTILITIES APPROXIMATE- NOTIFY DIGSAFE _ 1 / PQ ��, / / `w / P� �/ / 2� w ZONING SUMMARY 26 / / _ w FORESTED 26 / 14, / /fir r)� ZONING DISTRICT: RF-1 RESIDENTIAL DISTRICT �_ o, AREA ,; c25 / / / / ,S 23 N EXISTING 9- n / / / // / / REQUIRED PROPOSED 16 SHED �E� / / MIN./ LOT SIZE 43,560 S.F. I a ���''�� — Q .�i E�� / / // // MIN. LOT FRONTAGE 20' E ! / / / MIN. LOT WIDTH 125' — N '° _ DRY f Tp PgVf� N ,�,E /f / N // / , / / MIN. FRONT SETBACK 30' 60.5' Zs �E / / , MIN. SIDE SETBACK 15' 69.4' E E �J 25 / MIN. REAR SETBACK 15' 49.8' 20 / \ E.i 2s� 26 / // // / MAX. BUILDING HEIGHT 30' 16 _ ��� \ FORESTED / / DIAHANN M & SCOTT C CORDEIRO 2 - - _ _ _ NN _ _ C 1 ;,� ' AREA / / / OWNER OF RECORD / / y� / MAP 300 PCL 33-002 N N \ / I ,) ~ WAY F �' _�� S / N / #87 DEACONS COURT / N/F ANDREW GUTOWSKI \ N✓ 1IF - �__ :131111111‘3 s / / �, P.O. BOX 616 ' / BARNSTABLE, MA 02630 �o � s / _ _ _� _ �- S ,/S / 722 ,� NOTE: UNDER PURCHASE AND SALE TO APPLICANTS N' 12 _ - S 20 �� _�- E'S'T-ING P VED D" vE� - S �/ 15' WATER EASEMENT �/ \ 23 ►� 0 i :E GRANTED. FIELD ADJUST / 1 \ \ `� T• AVOIR A;'E T-EES / / 1 - s •�� `2� �_ _ _ , , / �/ 27 REFERENCES 1 1 \ I PROP•, D SEWER LINE F :' , N / \ MIN. 2% _ i i. 84, I \ OWEN D. DUFF TR. / VERIFY EXI IN i RT ) �� BE MARK . 2 su VE NAIL / PLAN BOOK 6 U _ x PAGE #164 MILLWAY 1 , co o) ELEVATION --I�•: • \ p� ` 1 �� MAP 300 PCL 036 TAL ON ESTIMA �9 �0 . - 24.1' S0 PAGE 24 .7 �� \ 73 1 z AT 14. S (20]k. 2 \ S 2 ✓ 4� 25 — I O _ _11% MI J 3, 23 -L _ G \ 9 • . 3. pROp MAP 300 PCL 3+4-001 1 °S VACANT 1 99 — EXISTING CONTOUR 1 N 76, INVERT •.T EL. lb 5t b C/O) ; ti'ED pR/ l2OJ / 46± N/F ANDREW OI CI 16 A- m VFW, S.F. 2� X 99.1 1 �) "�,°' `�:•0� l,� EXIST. SPOT ELEV. 1 tte �J �� ��� — [99]— PROPOSED CONTOUR 014 ... [98.4] PROPOSED SPOT EL. PI I � ifwg,+ kik TH1 �► 78 °°' \� '8 S4 Lam,,, ti� 1 TEST HOLE ill PRO"•SED WOODFRAME HOUSE /ile �� 20 I SLOPE OF GROUND T. OF FOUNDATION 19.0 48.3] \`' :ST 93.4' 41( F ••' 20.0/"� ^ I40/itler COLD UTILITY POLE 4 Aw- „. , 7 8• 01.1.1.11. FIRE HYDRANT 21 `7$I] 11 NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 1PP EXISTING PAVED DRIVE N ��a.°I V _ ' 4 172A MILLWAY TO MILLWAY 0 ',1 �� `' * 19 1 TOF EL. 19.0 CLEANOUT - - - - - EXISTING PAVEMENT SURFACE , 4 - - - - _ _ /SAWCUT AND REPLACE AS REQ�I "' ._ (__ '�I. III. I "'' lilt 4. li CLEANOUT 1 7 lip II I ` Ill I ' p'.® I I� I` _ _ vj N fir\ 6 (18°� 23 ITE/L �IIL11 �I "" II ('i6) ] ei. _ 44 20 OF 17 U , �� VERIFY INVERT AT , >> 172A() MILLWAY BLDG AND EXISTING SEWER �6 LINE PRIOR TO S BAR STAB L ANY OTHER WORK ON SITE. J PROPOSED „ SD O . �• ��� P 15 - R35 PVC AT try PITCH ----- Ilk - (1>4J N PREPARED FOR zo PROP. 1G 5 RT �_ 43 o o VERIFY IN FIELD PRIOR `+ 2�� SCOTT C. CORDEIRO Z TO ANY WORK ON SITE 1 -� �_ 16 a_ SEWERE TS°ERVICEING �6 _ o 017� �; 0 DATE: DUNE 20, 2017 13 I VERIFY INVERT 6" CRUSHED STONE PRIOR TO ANY T 6 OTHER WORK ON )1111111." N� •� �'C, �- SITE. a 248 3j3"Iy Scale: 1"= 20' 7> D s MINI MEM 2 O a ss 0 10 IMIIIIIMIIIIMIIIIIIIMIIIIIIIIINIIIIIIIII 20 30 40 50 FEET 1 1 G oDANIELNj.,,,_3„, i� �ZN�FMq q�`':.MUHLEBACH11 , GEORGE J & I� TRS tiMUHLEBACH REAL ESTAT TRUST 0 BOX 350 RNSTAB MA 02630 -' 0 oy' � "SEWER CONNECTION PROFILE OJALA �� OIVIL .'No.40980 CIVIL off 508-362-4541 p ( ��o� �,� '��q Na 46502 ; 11 fax 508-362-9880 1" = 20' HORIZONTAL \Fss`° ��'o �F �o ��/;` downcope.com © APPROX. SCALE " R c Np r lSTE �c'/ /� W/� • • • 1a `-..S/ANAL E.r N OII�/ cage engir�eering, i�c• 1 = 2' VERTICAL _ � SURGE FS No . lb SB FND civil engineers N land surveyors f'^ C- Z.O -1 -1 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 DANIEL A. OJALA PLS PE DATE DCE # 17-079 3 '- " ^t�_tr' E3arnstahf Bldg. Dept. / �p Approved by:-i- -- '-._.__ Permit #:_ - 3.7 k 5 \ 1 III 1 _ 1 I 4x4x114"STEEL POST } FROM RIDGE DOWN TO I FOUNDATION I 4 b PANE SMOKED'` DETECT-ORS REVIEWED SS lj_ / 14'-t7` 14'#T / ` ''� BAR TABL BUILDING DER i D TE 6-D / C7 DECKING ! �, I - 1Y1 AZEK RAILINGS FIRE DEPARTMENT ATE BOTH SIGNATURES ARE REQUIRED FOR PERMITTING vg- r I OUTLINE OF NEW +` NEW .. # ( DECK ABOVE DECK 3G„x6Fg" I I A I I A b A it 1 i w A c 1 --. r A4 A4 IA4 a4 I POST .T.6 X S } POSTS 'TI I # ` I 1 !. r' j I I OD m ANDERSEN II - _ ._. -r W I o} '1? A21-2 i ii b ��'-1°'. % EXIST. ^ II NEW I _ _ _ I GARAGE s " 1 _ _ ( ° II it GAME ROOM I # (VAULTED CEILING) } I1 I - -- Z i ANDERSEN II I... _ I ♦ A21 II 1 II } t c'` I I EXIST. 16"I-JOISTS I NI I / 2.-8" / 16"O.C, i N. ♦ , 4, } ACCESS AcCESs `" PANEL 'ANIwL I �.y �F"N• .7(� .(yu 9f"i7ff 5.-0" / S } ' 1'-6' UP w` — . I INFILL EXISTING LADDER OPENING r } W!NEW 2 x 12's STAGGERED _ m I TO FILL 16"JOIST HEIGHT IN! u' .<` x ,<=' 1 PLYWOOD SUBFLOOR& 3 Q _ 1 518"FIRE RATED GYPSUM — • 4 x 4 x114"STEEL POST ! FROM RIDGE DOWN TO r BOARD _r r FOUNDATION I _ r— NEW I tin II ' BATH 1 N I t I ANDERSEN ANDERSEN TIN2442 TlAr2442 SMOKE DETECTOR 28.-0" LEGEND: 10'- ". 6'-1 ° l '-7" �© CARBON MONOXIDE DETECTOR/ _.__ --/ /- ` / 8 HEAT DETECTOR FIRST FLOOR R PL,kN L I EXISTING WALLS / 28'-0" '"::: CONSTRUCTION TO BE REMOVED NOTES: INN NEW CONSTR CTI N SECOND FLOOR PLAN U O 1.) CONTRACTOR IS TO VERIFY ALL EXISTING CONDITIONS & DIMENSIONS IN THE FIELD 2.) CONTRACTOR TO VERIFY ALL INTERIOR & EXTERIOR MATERIALS, 7-) ALL LVL LUMBER/BEAMS TO BE 1.9e LJ360 LOAD sue, x ` IECC2015 RESIDENTIAL ENERGY EFFICIENCY DETAILS `� CLIMATE ZONE 5(IJSE EITHER PRESCRIPTIVE VALUES OR RESCHECK CALCULATION DETAILS, & FINISHES IN THE FIELD WITH OWNER 8.) SEE CERTIFIED PLOT PLAN FOR ALL EXISTING & PROPOSED DETAILS > = � Z. TABLE402.1.2(MINIMUM PRESCRIPTIVE INSULATION FENESTRATION REC3LJIREMENTSj 4 C 1 . .,.. M f+KY;y .)'t''. t ::f :.:s.s>:,,• >t... - .:3 . .': J:.. 3•} FQLLOVVALL REQUIREMENTS OF THE IECC2015 RESIDENTIAL ENERGY {-{.;-..�< FK x : F Lr .. ..., ,.. .��>r, <.r_..kf...,..• t,:i F WALE F_A .,,>:� F...,H .::-,,...:,,,?,& si.:,,:. 9.) FOLLOW ALL MANUFACTURER'S SPECIFICATIONS FOR INSTALLATION OF f:: F :K,> ;_. {- <:r,:_ L Ejt EFFICIENCY REQUIREMENTS & VERIFY ALL DETAILS WITH THE INSULATION '. INSTALLER/CONTRACTOR. ALL SIMPSON COMPONENTS ' 10.) ALL CONCRETE USED FOR FOUNDATION WALLS, FOOTINGS & SLABS r g NOTES 4. ALL CONSTRUCTION T4 CONFORM TO 780 CMR MASSACHUSETTS TO BE 3000 PSI "t� i.R-VALUES ARE MINIMUMS 8 U-FACTORS ARE MAXIMUMS. STATE BUILDING CODE, 9TH EDITION AMENDEMENT & IRC2015 11 VERIFY ALL PLUMBING & ELECTRICAL DETAILS W1 OWNERS ON THE SITE 2, 15/19 MEANS R-15CONTINUOLUS INSULATED AT THE INGON THE INTERIOR IOR OR EXTERIOR OF THE HOME OR R=19 INSULATION CAVITY AT THE INTERIOR OF THE BASEMENT WALL 5.1 110 MPH EXPOSURE C WIND ZONE DURING FRAMING CONSTRUCTION 3,REFER TO IECC 2015 CHAPTER 4 FOR ALL INSULATION&ENERGY REQUIREMENTS 6.) ALL 'SHEETS OF PLYWOOD WALL SHEATHING TO BE INSTALLED VERTICALLY, 12. TIMBER FRAMING TO BE SPRUCE/PINE/FIR NO. GRADE 4. 13 a-5MEANS CONTINUOUSR5 INSULATED SHEATHING ON THE WALL EXTERIOR OR HORIZONTALLY VV/ BLOCKING AT EDGES, 3"EDGE/12" FIELD NAILING &R13CAVITY INSULATION ai kEi3F nEstsvrCp1cµ u�. ii%F. o-,:i<; {TU T BAY DESIGN LLC NEW ADDITION/REMODEL1NG FOR. . ,,+ r� xsr fE at ; ;« { } SCALE,. , DRAWING Na. 43 BREWSTER ROAD �,a�"NE �x;�_ ,s ^ 4 ,7 r .: MASHPEE ,ILIA. 02649 BERNARD RESIDENCE .,; j . ARE H � . r Yt' (r DATE :":"A4-Er?MOTET, A; T £ a RE i �s $ - � f . E tE r �.h 2��C7�L0� FAX 54 } 539-94D2 Y. z.a; ems, "E� c 172 MILL VAY BARNSTABLE, ILIA a _ { f .. .r R* 3,R f8 Al KD 2 X NAILER 4Ce FLOOR IM JOIST " W18 x 60 STEEL BEAM I:1 FASTEN JOISTS TO NAILER WI SIMPSON . A34 ANGLE I WELDED TO STEEL COLUMN/PLATE r X 112"STEEL PLATE m1---LNEWASPHALTROO...F St:IiNGIILIEIS...,1--40-: NEwimmoice:Aocomm,....z4ERB0ARDs I WELDED TO r-x 4'x 1W STEEL COLUMN r X r x V?STEEL PLATE WELDED TO ex 4'xi VP ---NBA/PVC FACIS,fRIE2E,iti,... STEEL COLUMN DRIU.& ...t!':::-• 2:7-•":7',',.--:-:,-:SOFFIT BOARDS TO MATCH. GROUT FOR 516"DIA XT La. ,,,,,:._.4, - ,,,,,,,-,.---•••:'-'-c.N:, :& EXISTING THREADED RODIN/NUTS/ Top OF PLATE ,. WASHERS OR 5/r DIA. (44- • 4'..' 411N .1,;•0:', SIC 4, •• ,Vt. IS • -- - TITEN HO BOLTS(QTY..4) $i pi :CFM:m401m. l'1145- . ,1 . . :.-,,-,sr.• • i rig MIL MN 311111.1111 . 11; FOUNDATION WALL ' Mini .90 arm Alii :4*!--NEWPVC.11c6 .. : . ,,,...-L. :1'14 tio, 3497. I. 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SECOND FLOOR SUBFLOOR • - TOP OF PLATE • -• $) 1 '-' - ••-1 ..- '-' • ) TOP OF.FOUND. - - - - _ _ - , _ _ I.: • \ 4--- RELOCATED'IEXISTING FALSE - . BARNDOORS FROM THE NORTH ELEVATION SOUTHELEVsTION . . . . _ . THE OES)ONER SHALL BE NOTVED F 14iY SCALE • DRAWING NO.- : EEE7 ----- COTUITBAY pEs I G N:., LLC ,NEWADDITIvNIKLMODELING FOR. . ERRORS-OR OWSSIONS ARE POMO ON THESEDRAWINGS PRIOR TO START 0.F COHSTRUCT*H.THE EAA-OM CXISTRX:TOP • • . ' - • • • - • • ' •• 1/4" = 1'-0" mu—a 43. BREWST.ER ROAD . ... .. . . WILL PE RESPONSOLE FOR THE:CONTENT IN THESE ORAWNGS T.CONSTRUCTION MASH PEE: MA .•02649 -, •.• • . . . BERNARD RESIDENCE „OWE ti MS wmiouf NT FYPIS THE OESK.NER.OP*kV ERRORS OR OM iSSIONS THESE DRAWHG SAC*SOLEIY•POR•THE.ti:s.e• DATE • A2 PH.. (5081:27.471.166 OF THE C.,AtiER NOTED At•ef OTHER USE OF FAX (N18) :539-9402 '1. 72 MILLWAY BARN MA . , THESE:MAW/4G S REOUPES THE WRITTEN COOSEI)I OF THE Des*s.le9 AMER THE , mcHrrEctuRikt.COPYR*HT.MOTE,,ION ACT OF i9n, 2/18/2018 , , ,... ................_. . . . il 1 , — Alr\ MIN 36 SQUARE CUPOLA 4/14\41)F— VtiftV0EATHERVANE,VERIFY 1111 AT DETAILS IN OWNERS 4.6 1.,....•-•"" ...4111(111110 1.7' • * . . .''' :::.1 EXIST. -odial1111111111111r ,401111111111111111111IP TOP OF PLATE - .00411111111111.11111111111r. \ — ..otal1111111111111111111111111ir IIIIIIIIIIIIIIIII simisur .. isisiteimaluslaifir iiiiialimiliiiiiir 11 \-12 111111111111111111r .. , EXIST . 111111111111111110 Nall limey N 111111111111110- - 'V .1111111V iiiir -, • N• _ ili CECEPHC,q.M VI SECOND FLOOR ' g SUBFLOOR N. 1.1.1=•••••••••••0100. ' Wit:LK:3.114620.'4W. J40.1.11 ' oreolin - S itekk. .e0.,..7%* l' TOP O 'PLATE • — i000 AL,4.... ,•:.,,1„;,0• ' *: _ 41(\ ... TOP OF FOUND. L ..... . _ ,.. • . . , . . .. . : . . . . . '4NNN%44,a4--„,„444.4.i...,,, ,toioi.4•4, 444,,,,.,.._ . 102000.0 .0 -411111i6.... . '111illailk_it ... EAST E EMST LEVATION ..I":,7----"-----. 547. IIIIIIIINIut utinib. r iNoEww-mAPvcT44cH4RA'Ext'"—KEs.TINB°A. GRDs b :IIIIIIIMMISII111111311111111 . • i:• 1111 .1taiiiiiiiiii imillifii . `111111111111 MIMIC - "11111111111111111111111 . NIIII IIIIIIIIIIM \SIM '411 i ii—NEW WO,OIDEOKING . a AZEK RAILINGS liF,.. SECOND FLOOR SUBFLOOR i • NEW W3OD HAY DOOR COLOR,DARK GREEN ' TOP OF PLATE P.T.6 x 6 POSTS----4.^ tr 21) . . iTOP OF FOUND. WEST ELEVATION THE DESIGNER SHALL SE NOTslID F ANY ERRORS OR OMISSIONS ARE FOUNDON SCALE : DRAVVING NO. : Iiiiiii COT tiff BAY DESIGN, LLC NEW ADDITION/REMODELING FOR: THESE ORAYNNE;IS PRIOR TO STAR7 OF CONSTRUCTION.THE MIXING CONTRACTOR 1/4" = 1s-0" ELK 43 BREWSTER ROAD Wil.DE RESPONSELE FOR THE CONTENT IN THESE DRAWINC*S IF CONSTRUCTION MASHPEE ,MA 02649 BERNARD RESIDENCE COMIENMS VOTrHOUT meT rem;THE., DESOGNER OF ANY ERROPS OR OhniSSIONS. THESE ORAWNSSARE SOLS.Y FOR THE UtE DATE • PH. (5_9_8) 274.-1166 OF T!-.1 0,ANER NOTEC AH'i OTHER USE OF THESE ORAWNGS REQUITES THE YoR iTT EN FAX ( 8) 539-9402 172 MILLWAY BARN STABLE, MA CONSEN TV'.THE:MS*1.'4R UNDER THE ARCSTTECThRIAL COPTIMHT PROTECTION ACT OF 190, 2/18/2018 A3 _- - ------- - ......4.........1 , INSTALL FLASHING UNDER 26-04 NAIfl LING SCHEDULE . t .......- --- . 1 1 HOUSEWRAP&DECKING: 110 MPH EXPOSURE Et WIND ZONE I DECKING . — I, b 1 / JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING i 1 . 1 \ \ -- ROOF FRAMANG: IL 'FLOOR JOISTS l,i • 1 : . tk 'IL-4 x 4 x 114"STEEL POST BLOCKING TO RAfTER.(TQE,NAILED) 2-ed 2,;10d EACH END • T RIM BOARD TO RAFTER(END:NALEDI 2.16 d 3-16d EACH END FROM RIDGE DOWN TO - ' — „ow, , RT.2 x Vs(#16"o.c, I FOUNDATION WALL FRAMING; NI - TOP PLATES AT I NTERSECTIONS(FACE NAILED) 446d 5484 Al JOINTS STUD TO STUD(FACE NAILED) 2-Hid 2-164 24"ao II HEADER TO HEADER(FACE NAILED) 184 lad 16"ox.'ALONG EDGES INSTALL PEEL&STICK RUBL3ER MEIABRANE _4? 6 , FLOOR FRAMING BETWEEN LEDGER& '`.2 I JOIST TG:SIU„,TOP PLATE OR GIRDER(TOE NAILED) 4-sd 4-10d PER JOIST SHEATHING BLOCKING TO Joist's(TOE:RAILED) 2-60 2-100 EACH END: t I si.DeKINGIp.siu.OR 7..rcip KATE ODE NAILED) 3-18d 446d EACH BLOCK PT.2x 10 LEDGER BOARD SCREWED TO LEDGER STRIP TO BEAM OR GIRDER(FicE NAILS)) 3-16d 416.4 EACH JOIST -,..../ --.. SOLID BLOCKING AVM LEDGERLOK SCREWS JOIST ON LEDGER TO:BEAM(TOE NAILED) 3-ad 3-10d PER JOIST . 16":cc.IN/ZMAK LU210 JOISTS HANGERS BAND JOIST TO JOIST(END NAILED) Ii1fid 4-16d PER JOIST INSTALL SIMPSON DTT 1Z TENSION TIES . I BAND JOIST TO SILLOR TOP PLATE(TOE ADO Z,lad 3;16d PER FOOT AT(3)LOCATIONS FROM HOUSE TO DECK JOIST(1)EACH END -ROOF SHEATHING::: 44. s. . __..1*. VOOD STRUCWRAL PAN84(PLYWOOD) II RAFTERS pfl TRUSSES SPACED UP TO-16"aid. ad 104 sr EDGE/6"FIELD 2K2.1 ij I -1_ RAFTERS OR TRUSSES SPACEDOVER 16"cc. ad 10d 4 ERIN FIELD GABLE ENO WALL RAKE OR RAKE TRUSS WO OVERHANG Sd 10d 8"EDGES"FIELD GABLE END WALL RAKE OR RAKE IRLISS Sd lad 8"EDGES"FIELD eci j vw STRUCTURAL aiiTLDDKERs A x 1 A GABLEEND WALL RAKEOR RAKE yRpss vw LOOKOUT BLOCKS ad 10d 4“EDGE/4*FIELD Irtzr A A4 CEILING SHEATHING: 2X,2J 1 . GYPSUMWALLBOARD Od * r EDGE/17 MD 2K.,2,./ I WALL SHEATHING: Ft . INKX3o STRUeTURAL pANELs(PLYWOOD) III PI I I a MOS:SPAM UP TO 24*o.o. $d lad 6"EDGE/12•FIELD Ur at 25/32'FIBERBOARD PAN ELS Sd — 3"EDGES'FIELD ? 4) § Tc + I ...t - laer GYPSUM WALLBOARD 54 goioveir 74 EDGF./10°FIELD Ul N 1 V FLOOR SHEATHING; i 65 : cd WOOD STRUCTURAL PANELS(PLYWOOD) ' 4 1"OR:LESS-THICKNESS &I 1041 6"E)GE/12' 2K,23 FIELD I m GREATER THAN 1":THICKNESS 10d led 6"EDGE "FIELD co I t- , t EXIST.2x 12 RIDGE BOARD r 1 I Y cd A00' 44046,_NEWW18 X 46 STEEL BEAM I I 2'45" 2 x Vs e itroc-- I I I .mace. 4 "L 11111.1 TYP. ROOF;CONST. 12 j tq% ' ' -mall 1310/ it 0',. I ' t.,:i,d0flor , 12 .% V.. le- " . 4..?400••• -2 x:10 ROOF RAFTERS 0 Ur o.c. 46 : 77 ,„.taklkt. , / / \ 4'740'4/It • ... ::1 EXIST. - -5fir CDX:PLYWOOD ROOF SHEATI-ING ‘404/4t1" :#0* - / / \ 4 4 Vifi.ti . 1 ffr0' • I -ASPHALT ROOF SHINGLES \ • -01400/4,. ,161-11 FELT PAPER TOP OF PLATE Nk ‘ / / \ \ -4 .4'g4#101;111" I aot: /' / \ 1 _in ..:SPRAY FOAM INSULATION ‘,.. \ 4? 19 .SLOPED 4:Xitor."5(Rai4S) It • / / -.... .„ • 11 NEW Ill%rap BOARD \ `•\ ...SIMPSON N 2:6A mpRRiDANE:DpPa. I ---"...\\11, AT ALL RAFTER ENDS / / \ \ — • ,ICE/WATER SHIELDAT BOrrom / / \ \ I 3`0"OF ROOF / / \ \ 7 VIANDIWASH BARRIERS - / /• NEW \ liiP -ALUMINUM DRIP EDGE io 0 I \ :: TYP WALL.CONST. -.... - / / / iGAMEROOM \I \ \ 1.Zx 4 MVOS*16"04 : / I 11Z PLYWOOD SHEATHING - SECOND FLOOR i / :-.: ok :_,.: SUBFLOOR 3.SPRAY FOAM INSULATION 4. 1/2!GYPSUM BOARD • ks iiiii4ii / 01MIN 2641 6:WC.SHINGLE SIDING I -.:T.2x 814 16"Om. EXISTING 16"I-4oIsTsoiro.c, .1 6 TYPAR VAPOR BARRIER 111 PT 2 .. NEW W18 x 60 STEEL BEAM' VERIFY IF EXISTING FLOOR ROOF FRAMING PLAN • CONTAINS INSULATION,IF NOT RT.0 x 6 POSTS ON 12"DIA. NOTES: ADD R30 BATT INSULATION CONCRETE SONOTUBES TO 410"BELOW GRACE.USE 1,) ALL ROOF RAFTERS TO BE 2 x 10's —VERIFY IF EXISTING.GYPSUM BOARD SIMPSON ABUSE POST BASE UNLESS OTHERWISE NOTED is sir TYPE'11.*RRERATED.IF NOT, &ECCL POST CAPS--- 6-0" 7 % 2) USE SIMPSON H2.5A HURRICANE CLIPS REMOVE AND REPLACE EXISTING \ / AT ALL RAFTERS ENDS GYPSUM BOARD WITH FIRE F(ATED GYPSUM BOARD. \z(8) 3-P.T.2 x Vs 3.) VERIFY GUTTER TYPE/LAYOUT ‘ Wi OWNERS EXISTING GARAGE 1 g : ,4 I I fi) ti I- I A I,•.., C) . .‘•> P.T.2x 10 LEDGER BOARD SCREWED TO SOLO BLOCKING VW(2)LEDGERLOK SCREWS 16"0.c.VWZMAX LU2IO JOISTS HANGERS Wr 1 INSTALL SIMPSON DTT12 TENSION TIES \ 3-P.T.2 x Vs AT a)LOCATIONS FROM HOUSE TO DECK Mil JOIST(1)EACH END k:•',INIS lit ift. ir"- ItL.M leli,. ••.*:1* .,,,, N ', 0,0: • '\ . tO 467.27, P.T 6x:6 POSTS ON 12"DIA A • SECTION © 'GARAGE PT.2X Vs el(t 144 at. .• DDicRETE SONOTUBES TO' • , I inki 4(Y LIELOWGIMDE USE • A4 DECK FRAMING PLAN SIMPSON ABLJ66 POST BASE A ECCL POST CAPS Aa‘ „ a a ik. a ,4.46, THE DES/ONEFC SNAIL 8E NOTFIED F ANY ERRORS OR OM:SSIONS ME FOONDON SCALE : DRAVVING NO. : EEE73 BREVT •VSTEARY R DOAEDS: IG N, LLC NEWADDITION/REMoutLiNu FOR: THESE DRAWFIGS PRIOR TO srAwr or 1/4" - 1' a " IN THESE DRAWNOS**CONSTRuCTION . 12 MASHPEE NIA. 02649: BERNARD RESIDENCE COMIENCES WITHOUT NOT FYINO Tho.F. DESiONER OF ANY ERRORS.OR OIA!SSIONS THESE DRAWN'S S ARE SOLELY MR THE U.SE PH (508) 274-1166 OF TAF.vomen NOTED We OTHER USE OF DATE : THESE DRAWINGS REQUHES II*.'OR rrTEN • ' FAX (508) 539-9402 172 MILLVVAY BARNSTABLE MA CONSENT OF THE DES:OW.R UNDER THE ARCHITEOTIAAL COPYR*HT PROTECTION ACT OF 19n. 2118/2018 A4 1 , . . .. .......,... ...