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0501 SCUDDER AVENUE
Project Name:_ �1_0_Am __ I Address: 5� Permit#:___g=�-�=a' `��0----------- Permit Date:-- MAP:--- 7- LARGE ROLLED PLANS ARE-IN: BOX: 131 SLOT:- Date entered in MAPS program on:___� TOWN'QF BARNSTABLE BUILDING PERMIT APPLICATION TO" BARNSTABLE Map 281 Parcel 51 6� � :�'� Application # Health Division v Date Issued 24=: 6 Conservation Division A Application Fee Planning Dept. to qis " I i Permit Fee l O Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation / Hyannis EMpu:u sFt� Project Street Address U D1DC h\h°fit OC- VillagerY 1 S Owner E C Y �i+c °d�3d ' Fl ddress 1 \M °� �D l�1b t 56wmx-i2D b VsTeicr E ►` a?14�i3 � �►��' Telephone e "1 G ,_011 � W(o� OF VSE F't.Ot.& FK2,E HOysE To Square-feet: 1 st floor: existing A®paproposed {T�2nd floor: existing (COB proposed 1 CC 0 Total new Zoning District QF v[ Flood Plain N P_ Groundwater Overlay Project Valuation f Construction Type 9, VHkCli?9�9 Lot Size o Grandfather Y ❑ N Ifattach rtindocumentation. �.-(2�-5 ed )(Yes o yes, supporting Dwelling Type: Single Family Two Family ❑ Multi-Family (# units) Age of Existing Structure MOD Historic House: ❑Yes *o On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ❑ Crawl ❑Walkout '$,Other 250 ail= ��Gy►ti��� Basement Finished Area (sq.ft.) 2-Sc) Basement Unfinished Area (sq.ft) ,ZS'_0 Number of Baths: Full: existing_ new .3; Half: existing new Number of Bedrooms: t existing q new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: JkGas ❑ Oil ❑ Electric ❑ Other Central Air: '**Yes ❑ No Fireplaces: Existing INew ® Existing wood/coal stove: ❑Yes'**A No Detached garage: ❑ON ❑ new size_Pool: ❑ eng ❑ new size _ Barn: ❑ ting ❑ 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 FMO- *NA E-;_ Proposed Use I LL% 1FKMW4 APPLICANT INFORMATION (BUILDER OR HOMEOWNER) T IVame� "Paeo ;fL�n- Tel9phone„Number7 Uf1 U26r ?4,6 Adder O Mpoama�,e 77 License# Home Improvement Contractor# Email- at rv)a� 4W � � C`�`� �CG'IvVorker's Compensation # ALL CONSTRUCTION DEBRIS;.RESULTING-FROM THIS PROJECT WLLL.BE TAKEN TO'al SI_GNATl1RE 1 t-E ATE FOR OFFICIAL USE ONLY APPLICATION # - DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE R OWNER DATE OF INSPECTION: .FOUNDATION J FRAME U 5 k tT INSULATION s Mi? FIREPLACE t ELECTR' AL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. t O FUSS Truss ype ty - y LLMDESIGN/BARNSTABLE,MA 679280 001 FINK 9 2 Job Reference(optional) Boise Cascade,Biddeford,ME 04005 7.640 s Feb 22 2016 MiTek Industries,Inc. Mon Jun 27 11:20:18 2016 Page 1 ID:1 B WxXwcOb4k_XEWRVmMpuzM E 1 r-dJ WBN5G WUm2dersFsp9E1 OTwtSrFo5SscaAOCXz26X 1-0-0 8-1-6 14-0-0 1s 10-11 28-0-0 2s ao 1-0-0 8-1-6 5-10-11 �r10.10. 8-1-6 1-ao Scale=1:48. 5x8= 4 4.00 12 13 1 5 16 245\\ 2x6 3 5 12 17 11 18 1 2U Li 6 7 I� 5x8% 10 9 B 5x8 5x10= 4x6 II 6x8= 4x6 II 5x10= 31lB#/-1640# 3118#/-164 9-6-12 18-5-4 28-0-0 9-6-12 8-10-8 9-6-12 Plate Offsets X,Y-- 2:0-374,Ed e],[2:1-9-15,0-3-0],[6:0-3-4,Ed e], 6:1-9-15 0-3-0 LOADING(psf) SPACING- 4-0-0 CSI. DEFL. in (loc) I/defl L/d PLATES GRIP TCLL 30.0 Plate Grip DOL 1.15 TC 0.30 Vert(LL) 0.18 8-10 >999 240 MT20 169/123 (Roof Snow=30.0) Lumber DOL 1.15 BC 0.89 Vert(TL) -0.31 8-10 >999 180 TCDL 10.0 Rep Stress Incr NO WB 0.43 Horz(TL) 0.05 6 n/a n/a BCDL 10.0 a Code IRC2009/TP12007 (Matrix) Weight:367 lb FT=0% LUMBER- BRACING- TOP CHORD 2x6 SPF 1650F 1.5E TOP CHORD 2-0-0 oc purlins(4-6-5 max.). BOT CHORD 2x10 SP M 23 BOT CHORD 9-8-0 oc bracing:2-6 WEBS 2x4 SPF-S No.2 REACTIONS. (lb/size) 2=3118/0-3-8 (min.0-1-8),6=3118/0-3-8 (min.0-1-8) Max Horz 2=281(LC 6) Max Uplift2=-1640(LC 6),6=-1640(LC 7) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-11=-7272/3424,11-12=-7069/3448,3-12=-6983/3476,3-13=-6609/3294, 13-14=-6446/3297,4-14=-6271/3277,4-15=-6271/3277,15-16=-6446/3297, 5-16=-6609/3294,5-17=-6983/3476,17-18=-7069/3448,6-18=-7272/3424 BOT CHORD 2-10=4220/6725,9-10=-2029/4760,8-9=-2029/4760,6-8=-2976/6725 WEBS 3-10=-1357/1088,4-10=-1007/2145,4-8=-1009/2145,5-8=-1357/1088 NOTES- (16-17) 1)Special connection required to distribute top chord loads equally between all plies. 2)Special connection required to distribute bottom chord loads equally between all plies. 3)Special connection required to distribute web loads equally between all plies. 4)2-ply truss to be connected together with 8d(0.131"x2.5")nails as follows: Top chords connected as follows:2x6-2 rows.staggered at 1-0-0 oc. Bottom chords connected as follows:2x10-2 rows staggered at 1-0-0 oc. Webs connected as follows:2x4-1 row at 1-0-0 oc. 5)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 6)Wind:ASCE 7-05;120mph;TCDL=6.Opsf;BCDL=6.Opsf;h=35ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone and C-C Exterior(2)-0-9-5 to 2-2-11,Interior(1)2-2-11 to 11-0-0,Exterior(2)11-0-0 to 14-0-0,Interior(1)17-0-0 to 25-9-5 zone;cantilever left and right exposed;C-C for members and forces&MWFRS for reactions shown;Lumber DOL=1.60 plate grip DOL=1.60 7)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 8)Unbalanced snow loads have been considered for this design. 9)This truss has been designed for greater of min roof live load of 16.0 psf or 1.00 times flat roof load of 30.0 psf on overhangs non-concurrent with other live loads. 10)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 11)'This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 12)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 lb uplift at joint(s)except Qt=lb) 2=1640,6=1640. 13)This truss is designed in accordance with the 2009 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 14)Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. Continued on page 2 Job NSS ' NSS Type �Qty y LLMDESIGNBARNSTABLE,MA 679280 001 FINK s 2 Job Reference(optional) Boise Cascade,Biddeford,ME 04005 7.640 s Feb 22 2016 MiTek Industries,Inc. Mon Jun 27 11:20:18 2016 Page 2 ID:1 BWxXwcOb4k_XEWRVmWFpuzME1 r-dJWBN5GWUm2dersFsp9E1 OTvASrFO5SscaAOCXz26X NOTES- (16-17) 15)Hanger(s)or other connection device(s)shall be provided sufficient to support concentrated load(s)200 lb down and 128 lb up at 12-0-0,and 200 lb down and 128 lb up at 16-0-0 on top chord. The design/selection of such connection device(s)is the responsibility of others. 16)Dimensions are in feet-inches-sixteenths 17)Drawing prepared exclusively for manufacturing by Boise Cascade. LOAD CASE(S) Standard 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert:2-6=-40,1-4=-160,4-7=-160 Concentrated Loads(lb) Vert:14=-200(F)15=-200(F) • AWC Grdde to Food Cb=fi-ar rr by HE- Fi'rr�d�Ii-n�:IZO ffiplr �rrd Zatze • . I assachugcis Checklist for Cora0lianCe U80 CM5301:7-1.1)l . C=3PB!M= - 1.1 SCOPE. Mid Speed{3-sec )- 11 D mph' Viand Expcsvre COY B 12 APPUCi4BIiITY - ---- —- NCZzi6er of Sfdfse s[a iaof Iv"di extieeds B iti:'I2 slaPMSW be wandered a slaty} 3iane� _Z s�nnes — —- - Roof I Mmn Roof Height (Fig 2) Burldfig iriridfh<W (Fig 3), Sr&d.g Lend L - (ag 3) _-it_9 BD' - BrAdfng Aspect Rafm(LW - (Fig 4) s 3:1 Non tai Height oFTallest Dpmfine (Fig 4) - 13 FRAIUhiG CONNECTIONS General c mprranme Wb fuming c6nnerans (rabie 2) . 2.1 FOUNDATIDh[ - Faundafion WaIIs niee5ng requozrnerds of 78D CMR 54041 - . ' - 22 A r_H0RAC)=TD FDUNDATIOM . Boft*unbedded or'W - Me -ankg Anchors as an alferhaf m in canc�efe only S!B`Anchor �pn�Y - � 8�1t Spacing—general._._._.__.:..r. _ •(T•able4} in_ . Bait Sprig from end/joast of piafe (Fig 5) Bott Embedment—concreb (F►g 5)_ T Bo Embedment-masonry (Fig 5)' Ptafe V�asher • (Fig 3.1 FL.ODI 739 CMR " )ry• r i 1=laor rlii7g rTleSiiberSpans d7er Iced (p _ Ma3dm=Fbordpf r g Vimerision (Fig B) Fug I-Iefght Wall Sods at Floor Op.mogs'less f mn Z�from Exted r Wag(Fig Mkdruim FloorJolst Seffmcim Supponng Loadbearing Mirk ar Shmoval! (Fig 7} r Maxdmurn Canfrlevered HDDr JOfsls SL ppgrfmg IbadbMeog WaDs or SheanrsaIl ; FF,9 8) FloorScacuig atF3t�`rraIls (Fg 9) Floor SheafHng Type (p4-730 CMR-Chapter 55) - Floor Sheathing T�k:kness --- (per 7m CMR Chapter 55) in_ Floor S eaffog Fasferimg_ ` [Table 2) _d rsatls at in edge[--,.In field , -4 f WALLS Watt Height 11-�adbrari ry waft - (Fig 1fl and Table 5) _ft hi�g calls` (Fig 10 and Table 5) _it SW V&ff Sfid S g - FF_q 1 a and Table 5) —in.s Z V mr- • i►►Fal[Story D (Fi9s 7&B) 42 tD T, DR AL.LSs Wood Stjds < _ y fIDI7-1�3f�bl lag walls^_ _(r3blee ____�.. -aC Gable Enid Wall Bracing t - Full HeigoEndwall S,Wds Fig 10) lrwAti-.Fbor Iengih Pg 11) 'Gyp= t Daffng Lmx-gh F"Ifir►► ?not used) -(Fig 11) —ft;,-D9W and 2 x 4 C:onfi< Lm Laim-al Bran Q 5 ft m�_(Fig 1 i or 1 x 3=Tmg jl=bg strips @ IT spacbg-roan_wM 2 x 4 bbckhg @ 4 f-spacing ki and joist orfuss h6ys— f3mcb6 Top Ph& - - SP Lesrgfh - (Hg 13.andTable 6) _ft �._r r1,..,.m•K.,, ran•r�7M riv;mmr rra�sl'._ ..__iTabie 6] •_.._. - . 1 A F f=�zride fa Wood Corr ction is i gfi �rtnd Areas•: 110 txpii Massachusetts ef€ Check far Cvnzp�ance Ma ci�moor�Is)i f�adbear¢ng 1r+fdII Car�ne�6ons - _ r aleiai(no.of 15d common nw2s) (Tables 7) _ Nrq-�aaring WA Connedons L--dMMd(nn-of 16d carnman- 11s) (TpWL-B) Load Beating Wan Openings(=ard largest 0perim9 but dumk all apenings for aoltipBance'3`fable 9) Hmder Spam (Table 9) Sim KAM Spans (Table 9) FIA Height Studs (no,of sods) (Table 9) Non-•Lead Bearing Wan Openings(ra=td lard og=flng but diedc an openings for campfrance to Table 9) HeadeeSpanC -- [fable 9) _ff'_irL-5 Iz SM Prate spans..- - - (Table 9) —$_in_51 Z' FLA Height Studs(no.of sods) (Table 9) _ BdENiorV&9 Stumbiing to Resist Upfdt and Sheaf S'=l[arteousV _ hlFrkmj rr EhAdng Dhmmsion,W r•oar'¢sal Height ofTalfest Open& .-.-__._._,. —� ,l Sheathing Type —(note 4) Edge Narf Spach)g - (Table 10 or nose 4 iF less) UL Field Marl Spacing (Table 1D} tn_ Shear Connecfbn(nD_of I Sd carnmon nits)(Table 1 D) _ Pamex t FUff-HeightShmUng 5%Addffional Shea$ung for Wan with Opening-Z.lr(Design Concepts) fdraxinulnz BL&Ung DimmWon,L Nominal Height ofTanest Dpeivng— --._----------------- _------„ <SIT Sheafhnng Types (nofe — • Edge NA Spacing (7 eble 11 or nafe 4 Tless) Field Nark 5pardng (Table 11) m- Shra3r Corutet5on(no.of 15d common naffs)(Table 11) - _ Pent Fu&Height Sheatling (fable 11) _% 5%Additional Sheathing for Wag wfth"Dpebg? 6'B'(Design Concepts) VRf Gadding Rated for V►rsnd Speed? _ 5-1 ROOFS Roof framing member_pam chedo d7 (ForRaflers use AWC Span Tool.see BBRS Wehsrl�) . lDaf OVarfrang —(Fgure 19) ft<-snmfler of 2`or L13 Truss or Ra1b�r Comet5ord at Loadbearnig Vifails - Prvprtet�COMIds eciars (Table 12) s U-- Plf i Viral. (Table 12) r= pTf Shear (Table 12) FUdge Strap Cannecfmns,if canal yes not jn;6d per page 21_- (Table 13)-- T= Of - - Gable Rakes Ouffooker - (Figure 2D)------ ft s smaller of 2`or LIZ Truss or Rnftr Connec8ons at Nott-Laadbekning Wafts . Proprietary connectors - Upmt_ (Table 14) Lafe9aI(no.of isd common rs)—(Table Roof Sheaih*0g Type (per 730 CMR Chapters 5a and 59).._-•_-=-- Roof- �ng Thidmess Roof 5h`aftting Fasfixnmg -(fable:2) _ - Notes_ •1. - This chackm shorn be met in ft entirety,ar3uding the sperffi:excep§Dn noted in 2,iso m mply wffh the regraremenh;Df 7BD CIJlR 5:iD1 _I.I. Its n 1. ff fhe cheddet s met in t1s en2aiy fiYen fha Mawmg rnei-at straps and hold daYrns ragL ad perfhe:W>=Chll 110 mph GWdw _ - - a. Sf%-1 Straps per FuLm b. . 2!]Gage Straps per FSgure 1 i - _ - r- UPFAt Sys pis Fij=14 . d. AU Straps per Fgum 17 e- Canner Strad Hold DDwns per Figure iBa and Ftgure 1Bb - - 2, 'E=ap5cat Dpa ning height ofup.iD a ft shall be permfflad when 5'%is added to the perres►t tuuh-height sha;thing 'regtitrw esnfs&hdvm in Tables 10 and 11. - 3 The bottom srB plate:in ed&ior walls shah be a mint=2 uL nomrtral fhidrness presstae fry 2 grade; - s . t. - " -AFVC Guide fo Wood Corr�-ucfzar�ur I�i��h kndAreas.IZO WPIr F1'=dzon,- Massachusefts Check for Comph2nce CMD cry R53Dt�:i)r a. From Tables 113 and 11 and 1=2r=of wall sheathing and-Surldmg Aspect Ra5o,debmilrie pwaant Full-Height _ Sheai mg and Narl Spacing requirenrenfs . b. Wood Sh uch rai Panels sW be mm¢mun ftrlckness of 7116`and be installed as follows_ - - L Panels shall be installed Vift strength s=s parallel tD surds- " B- Ad horizontal joirds sM o=over and be narled to f r ing- M. On single scary cansfrucfion,panels shall be aflaehBd to bdtmm plabS and inp 4nember of the double Up ----------_._..-- ---_M Dn hua.sinry ut [�nn,.trpper_panels shaJLbs aftaaad-fn hi top memberDMP-.upper double tap-- --=- plale and Eo band jdrst at m of panel.Upper aifadmient of lower panel sW be made to band joist and lower attachment made to lowest plats at first flaarftarning.V. Horimnfal marl spacing at dmbh--fop plala!,band Jo-rsts,and girders shall-be a double row of ad . staggered at 3 Indies on cenier per figi� below:1lerfad and Horimnfal hlarTrng far Panel Aftachment S. Gkdng prafecSart a)thew house or horimntaf addiflon=required ff projacVl i mule or dosei to shore en Me.23 ornortlh rf lam.bE) �9 !'.souif�of b)vertical adcMDn—not requfed riles ahem Is wive renova5on fo 1ha,fast floor c)replaceinerfiMdows—needs energy Conservation=nphdfh only(chap 93) " eL Wood France CorSthrrton Manual(WF'CM).for 110 MPH,EXposm-a B maybe obfainedfrnm the Americg i Wood Council (AWb)wahsiie. - • l • t • �srsor - - • - AT671 - • _ L,. 1 �. tl Il - K M • t- [• arI 'k -•ii it 0 i is f r i it L L a 1 1 IL V. rt XLd r Li- t i� ra D 1 tttL • 11 JtE L [ t f Lit L �S 1 L [� r[_ _ f# SPk[ i4�Pe�rh3:u Z Pub �-�'�— r` � � IY-.T rta�ya[r E�EsI t�L • ` See beta$on Raxt Page: -Ver9caal and HDT mrrialhlarTsng = De Q - - for Panel rh Aftamezht � �ernGal Rnd Nariz�rhfal Naii'mg . . fDr P�3rhel Af chmant 1 / { T i27w CFlffim#09Yww&h of Ma"adrmet$ 1 ' Depmrammt if shill AcdZ-mits- ` 600 Washfi*t=S6eet Baston,MA OTUI - -. �vrv�aa.m�ge�fdra a• Warkum' Cumpeusafien.Tu 6 Affidavit SkffdersJf en Applk2Ed Irrfbr=f Gu Please Prime Addrt 1 6 J KW 20 o, � s 1�elsCk, Phow9-- Are you an employer?Checktbe appra " Type of project{regnfredl_ am a employer vim._ -� !in a general conioctar mid I 6. ❑Ide�v oonst on fall andfor att-bme * hiredfihe SU�r-cont�s �F� � P � 2.❑ I am a sole pmpsi�orpartuw fisted cmthe att*ehed sbee€ 'I- %�adeHng &Hp and have no a mplayees These sub-confractam have � ❑Demolif log wading £arms in any capacity: � dhave Wogs' 9. ❑Bn'S mg addiiioa [No wodoers'Comp_ao== �P- $ . I e are a cwpomfi=and ifs 1�❑ElechrmI repaim or aaldstrom-Ig r I ama homeowner doing all work fficers have e�csed fir 1L❑P3umbmgrepaim or ad&dms o wr�s' of ese¢eprtiM per M(H- ❑ �f &]i - c.M J1(4k and we7�ena 1� F.00f employem(Na wormers' 1311 Hiker comp_inmmmce required-I •dayapg6�t�str�,nr boai1—st&I=finouthe section beTawsbsingtheawazteW�pmaupeHcyiafnama&oL ' �eoernestedso subs dtis sf�daru ig slay sgsra3c sQd�ienhae aatsieleea�e�rszffist sabmitanew�da�t sacFL w rraniMCtstbst chFy7k tJ&bDX mast attar% easddi6®al shad sboaiagtbea—oEtbe sob-cau�saln�Xtl st9ewhdhec or=those bsM e wbyees.rftbem&tontu�—lie=qIqyee%fiwr=sri &&wmkE&�•gOIkY MM3bEr' I am aia eriiplapsr t7i�is praucriirg�vcrkcts'ca resatiae i�rsrirance or, *carplu}�ee EefmF it ffzapffgy and jab site. ��orrrs�aa. � •. 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I 'll :at ' 3• . � ir. 1 • Town of Barnstable Regulatory Services dF Richard V.Scali, Director a Building Division Paul Roma,Building Commissioner KAM 63y. a� 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038. 'Fax: 508-790-6230 HOMEOWNER LICENSE E7►OWTION Please Print DATE: JOB LOCATION: •I`u t j u5— 44 ittitV l S' number street village "HOMFAWNER": W A .LL C R 62' IC?�f� 7 name ���� e # work phone# CURRENT MAILING ADDRESS: I t<p 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 un igned` omeowne 'certif s that he/she understands the Town of Barnstable Building Department . inspe on proced es and qusements and that he/she will comply with said procedures and reT Signature of Homeowner Approval of Building Official Note: Three-family dwellings containing 35,000 cubic feet or larger will be required to-comply with the State Building Code Section 127.0 Construction Control. HOMEOWNER'S EXEMPTION . The Code states that: "Any homeowner performing work for which a building permit is required . shall be exempt from the-provisions of-this section(Section 109.1.1-Licensing of construction Supervisors); provided that if the homeowner engages a person(s)for hire to do such work,that such Homeowner shall act as.supervisor." Many homeowners who use this exemption are unaware that they are assuming the responsibilities of a supervisor(see Appendix Q,Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness often results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlicensed person as it would with a licensed Supervisor. The homeowner acting as Supervisor is ultimately responsible. To ensure that the homeowner is fully aware of his/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. Town of Barnstable Regulatory Services aA MAM Richard V. Scaliy Director. Building Division Paul Roma,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 Property Owner Must Complete and Sign This Section If Usi= A Builder I , as Owner of the subject property i hereby authorize to act on my behalf, in all matters relative to work authorized by this building permit application for. (Address of Job) **Pool fences and alarms are the responsibility of the applicant Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. Signature of Owner Signature of Applicant Print Name Print Name Date QYORMS:OWNERPERMISSIONPOOLS All Cape .insulation & Supply1nc Post Office Box 1556 S.Dennis,MA 02660 Building Insulation Report Contractor: Cape Coastal Builders Property Address: 501. Scudder Ave, Hyannis a Insulation Type Manufacturer Thickness Square R-Value Area Used Footage Fiberglass Batts Owens Corning 3.5" 600 R-13 Exterior Walls Fiberglass Batts Owens Corning 9 220 R-30 Basement Ceiling Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Owens Corning Fiberglass Batts Knauf Hi-R Board Atlas 3.5" 600 R-20 1st Fir Exterior Walls Intumescent Paint IFTI-DC315 Fire Safe Roxu( Insulation Fiberglass Blown Certain Teed Fiberglass Blown Certain Teed Closed Cell Foam Henry 1.8 Permax 7.5" 1010 R-49 Ceiling Closed Cell Foam Henry 1.8 Permax 2" 600 R-14 Exterior Walls Closed Cell Foam Henry 1.8 Permax Closed Cell Foam Demilec Closed Cell Foam Demilec Note: Exterior Walls are R-13 Fiberglass and 2" Foam R-14 for a total R-Value of R-27 IFTI-315 Intumescent faint will be used on areas that are not shectrocked and basement ceiling will be com leted prior to Cert. of Occupancy Certified: d Date: l� Home Improvement Contractor Registration #162656 Tr# 282518 Office: (508) 394-5700 (800) 626-9276 Fax: (508) 394-2220 TECHNICAL DATA SHEET Henr PERMAXTM 1 .8 c ® M P A v Polyurethane Spray Foam System (based upon RT 2045 1.8 series resins) Physical Properties of Cured Foam -Nominal Density -VQC Content,calculated 15 g/I max. ASTM D1622,Ibs/ft' 1.8 Ibs -Surface Burning Characteristics Thermal Resistance ASTM E84 Flame Spread Index 20 @ 4 inches ASTM C518 Aged R value 6.47 per 1 inch Smoke Development Index 450 @ 4 inches (140°F @ 90 days) UBC-26-3 with 15 min thermal barrier -Air Permeance 0.036Us/m2 8 inch wall Pass ASTM E283-04 (0.0007 cfm/ft2) 12 inch ceiling Pass -Water Vapour Transmission -Compressive Strength ASTM E96-00,Method A desiccant 0.97 ASTM D1621,psi 25 Perm-inch -Dimensional Stability Pass Tensile Strength ASTM D1623,psi 55-65 ASTM D2126-98,<15% 168 hr at 70°C,97%humidity -Shear Strength ASTM C273,psi 35 -Closed Cell Content ASTM D1940,min% 91.9 Sound Transmission 27/24 ASTM E90-04 STC/OTTC Compliance Standards of Cured Foam ICC-ES A0377 ICC ESR-3024 ASTM C1029 Typical Physical Properties of RT-20461.8 Liquid Resins Liquid Resins-Component B Liquid Resins-Component A -Specific Gravity @ 70°F 1.22 -Specific Gravity @ 70°F 1.24 ASTM D1638 ASTM D1638 -Viscosity,cps 800±50 -Viscosity,cps 200 Description PERMAX 1.8 is a 2-component polyurethane spray foam system consisting of Components A and B, which when sprayed through special plural component spray equipment, will produce a premium seamless, monolithic, and durable closed-cell polyurethane foam air barrier/insulation/vapor retarder suitable for residential and commercial wall applications. System Features -Meets ICC industry standards for Spray Applied Foam Plastic Insulation -High R-value increases structures'thermal performance and reducing operating energy costs -Functions as a vapor retarder in thicknesses greater than 1 inch -Seasonally adjusted formulas available for ease of spraying at different ambient temperatures Usage PERMAX 1.8 is used to insulate a variety of interior wall, subfloor, and roof cavity conditions including: residential&commercial stud walls, attics, cavity-walls, ceilings, crawl spaces, sub-floor cavities, "controlled atmosphere" storage structures and metal buildings. Uncontrolled air leakage is eliminated increasing overall thermal performance of building structure and saving energy costs. Coverage Average density 1.8 pounds per cubic foot 4,500 to 5,500 board feet per 1051 Ibs'kit'consisting of 1 drum Part A and 1 drum Part B-based upon jobsite conditions Henry Company, 999 N. Sepulveda, Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.com REV: 07/12/2012 PERMAX 1.8 2-Part Polyurethane Foam System Storage and Shelf Life Both components should be stored in their original containers and away from excessive heat and moisture, especially after the seals have been broken or some materials have been used. Drums must be stored indoors and jobsite tanks maintained between 50'F and 75°F. Containers should be opened carefully to allow any pressure buildup to be vented safely while wearing full safety protection. Excessive venting of the 'B' component may result in higher density foam and reduced yield. Materials stored at temperatures below 50'F will increase viscosity and some application equipment may not reach adequate spray temperature set points. Supply pumps and hoses must be sized to provide adequate supply when materials are cold and at a higher viscosity. Shelf Life: Excessive low or high temperatures may decrease shelf life. When stored in the original unopened container at 50°F-75'F,the shelf life of the"Part B"component is six months. Temperature above 75'F decreases the shelf life. The"Part A"component has a shelf life of 6 months in unopened containers when stored at 65°-85'F. Surface Preparation All surfaces to receive PERMAX 1.8 must be clean and dry, free of dirt, oil, solvent, grease, loose particulates, curing compounds, frost, ice and other foreign matter which could inhibit adhesion. Moisture content and surface conditions of substrate are critical to adhesion of PERMAX 1.8 and need to be verified by installing contractor in small test areas before proceeding with full application. Suitable substrates include: exterior grade gypsum sheathing, OSB, plywood, lumber, CMU, structural & lightweight concrete and properly prepared galvanized, aluminum and painted metal. Lightweight insulating concrete or other friable substrates are not acceptable. Painted steel, galvanized, stainless and aluminum: check surfaces for mill oil used in the manufacturing process and moisture. All oil must be removed and the surfaces clean and dry before priming using Sherwin Williams®DTM Wash Primer or Krylon® Industrial CoatingsM Water-Reducible Wash Primer. Recommended Substrate Temperatures PERMAX 1.8 is formulated in three different reactivity profiles to meet varying substrate temperatures at jobsite. Supplemental heating is required at temperatures of 40'F and below. Depending on relative humidity and supplemental heating, application temperatures down to 20'F is possible. Winter/Winter Grade Winter Grade Regular Grade Minimum substrate&air temp 30'17 45-60°F 60-90'F Maximum substrate&air temp 70'F 80°F 120°F For applications below 40'F, Henry Company technical personnel should be consulted. At the lower end of the indicated temperature ranges,thin"flash passes"should be avoided. PROCESSING CHARACTERISTICS Liquid Component Properties Viscosity/Specific Gravity at 70'F Part A Component(CPS)/(g/cc) 200/1.24 Part B Component(CPS)/(g/cc) 800+50 CPS/1.22 Mixing Ratio by Volume Part A Component(CPS) 50 . Part B Component(CPS) 50 Recommended Pre-Heater Processing Temperatures"" Component-A 110-120°F Component-B 110-120'F Hose 110-120'F —Processing temperatures typically used with conventional Gusmer®or Graco®equipment. Environmental conditions may dictate the use of other temperature ranges, however 140'F must never be exceeded. It is the responsibility of the installing contractor to determine the specific temperature settings to meet environmental, equipment and product limitations. Henry Company,999 N. Sepulveda, Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com ' www.henry.com REV: 07/12/2012 PERMAX 1.8 2-Part Polyurethane Foam System Machine Mix at Recommended Temperatures* Winter,Grade Reciular Grade Cream Time 1 second 2 second Tack Free Time On Rise On Rise Initial Cure Time 4 Hours * 4 Hours** * Properties cited were achieved using a Gusmer H-2000 Proportioner and GAP Pro Gun with #01 module with a static proportioner pressure setting of 1400 psi. Older equipment may be upgraded with "Arctic Booster Pack" heaters or minimum H-2000 heater/proportioner to adequately pre-heat to process temperatures. Spray guns such as; D-gun, GAP Pro Gun, Fusion gun, or Glascraft' Probler guns fitted with smaller output tips (15-18 Ibs/min.), are recommended for better spray control in stud wall applications at recommended processing temperatures. **Complete cure will depend on temperature, humidity and degree of ventilation. Complete cure usually occurs within 24-72 hours Climatic Conditions and Humidity Moisture in the form of rain,dew,frost can seriously affect the quality and adhesion of the PERMAX 1.8 to the substrate or itself. Henry Company does not recommend the spraying of this system when the relative humidity(RH)exceeds 85%. When heating the interior of a building the relative humidity can change dramatically and should constantly be measured. Application Equipment The proportioning equipment shall be manufactured specifically for heating, mixing, and spray application of polyurethane foam and be able to maintain 1:1 metering with a+2%variance and adequate main heating capacity to deliver heated and pressurized materials up to 130°F. Heated hose must be able to maintain pre-set temperatures for the full length of the hose. Minimum 2:1 ratio feeder pumps are required to supply stored materials through minimum %2-inch supply hoses. Pressurized and heated tanks systems may be used if sized appropriately to provide adequate flow at maximum operating capacity and temperatures. Guns such as D-gun, Gap Pro, Fusion-gun, Probler with tip size approximately 16 Ibs/min are suitable for most residential applications. Commercial cold storage,freezer applications,and large metal buildings may utilize higher output guns. Processing Temperatures Recommended processing temperatures;'Part A'Main 100-115°F, 'Part B' Main 130-135*F, Hose 110-120°F are critical settings to achieve viscosity to allow balanced pressure during spraying. Balanced chemical output pressures are important to producing good mix. Foam output pressures greater than 200 psi differential indicate either improper chemical temperatures, or worn gun/packing parts. Unequal pressures will cause poor chemical mixing through the module and uneven backpressure. A critical requirement for good spray mixing requires appropriate tip/module sizing to the proportioner and adequate heating capacity. Unequal pressure(>200 psi)can cause excessive pump wear. Do not re-circulate the 'B' component for increased storage temperature as frothing or boil-over may occur at material temperatures above 60°F. Spraying Thin"flash passes"to very cold surfaces are not recommended. Thin passes(1/4"or less)should be avoided. They may result in reduced yield and loss of adhesion. It is recommended that the total design thickness be completed each day. This spray .system should be applied in uniform minimum pass thickness of 1-inch, maximum pass thickness 3-inches. Application temperatures below 40°F may require reduction in single pass application thickness. Additional thickness may be applied after a brief waiting period. Yield and in-place-density is dependent upon the temperature of the substrate, ambient air temperature, gun speed application, gun tip size, and the output of the proportioning unit. PERMAX 1.8 is designed to provide maximum yield when sprayed in 2" thick passes. Excessive pass thickness can reduce density and physical properties, and cause local overheating and possible fire. When applying over Blueskin membranes, apply initial 1-inch pass and allow to fully cool before subsequent passes—to avoid heat damage to Blueskin membrane. Precautions Read and understand the Material Safety Data Sheet for this product before use. The numerical flame spread and all other data presented is not intended to reflect the hazards presented by this or any other material under actual fire conditions. Polyurethane foam may present a fire hazard if exposed to fire or excessive heat (i.e. cutting torches). The use of polyurethane foam in interior applications on walls or ceiling presents an unreasonable fire risk unless protected by an approved fire resistant thermal barrier with afire rating of not less than 15 minutes. A UBC or IRC code definition of an approved"thermal barrier" is a material . equal in fire resistance to'/i'gypsum board. Each firm, person, or corporation engaged in the use, manufacture, or production Henry Company,999 N. Sepulveda, Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.com REV: 07/12/2012 or application of the polyurethane foams produced from these resins should carefully examine the end use to determine any potential fire hazard associated with such product in a specific use and to utilize appropriate precautionary and safety measures. PERMAX 1.8 2-Part Polyurethane Foam System Consult with local building code officials and insurance agency personnel before application. Do not re-circulate the 'B' component for increased storage temperature as frothing or boil-over may occur at material temperatures above 60°F. Polyurethane foams will burn when exposed to fire. Caution during application must be observed with signs posted for other trades, "Caution Combustible Insulation, No Welding or Hot Work Allowed". On a daily basis remove all debris and shavings from the job site leaving a clean work area. In freezing conditions [below 32°17],jobsite air temperature must be maintained above 50 degrees F. during the cure cycle so extreme temperature drops to the curing [green]foam are not experienced. When using fuel fired heating units the exhaust must be vented directly outdoors to prevent unsafe carbon monoxide conditions in the work area. Electric heating units are preferred. All heaters must be turned off before the application of foam begins. Henry Technical Personnel should be consulted in all cases where application conditions are marginal. Worker Exposure Hazards — Both Components A and B can cause severe inhalation and skin sensitization. For interior applications: full body protection required including air supplying respirator such as a self-contained breathing apparatus(SCBA) or a supplied air respirator (SAR) in the positive pressure or continuous flow mode (this includes air supplied hoods). For exterior applications: required either a full face air purifying respirator or half face worn in combination with chemical safety goggles. The recommended APR cartridge is an organic vapor/particulate filter combination cartridge (OV/P100). It is recommended that all applicators and workers obtain recurrent formal training before exposure to or applying this product. More product information and training materials can be found at Henry Company www.henry.com — or on SPFA or CPI websites including:www.spraypolyurethane.com,www.polyurethane.org,www.sK)rayfoam.org Product Sizes Component A-551 lbs drums,2500 Ibs totes(disposable or returnable) Component B-500 Ibs drums Freight Classification Component A Resin Compounds Item 46030,Class 55, NOIBN Non-Hazardous Component B-Resin Compounds Item 46030,Class 55, NOIBN Non-Hazardous Limited Warranty Contact Warranty Department at warrantyr`a7.henry.com or location shown below or pro or systems warranty information. STATEMENT OF RESPONSIBILITY The technical and application information herein is based on the present state of our best scientific and practical knowledge. As the information herein is of a general nature, no assumption can be made as to a product's suitability for a particular use or, application and no warranty as to its accuracy, reliability or completeness either expressed or implied is given other than those required by law. The user is responsible for checking the suitability of products for their intended use. Henry Company data sheets are updated on a regular basis; it is the user's responsibility to obtain and to confirm the most recent version. Information contained in this data sheet may change without notice. Henry Company,999 N. Sepulveda, Ste. 800 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.com REV: 07/12/2012 TECHNICAL DATA SHEET Henr , , �, y'. A-COMPONENT CPAN (p-MDI) Typical Physical Properties -Color, visual Brown Liquid• -'Flash Point,°F 1997 -Solids,weight% 100 -Weight per gallon, @ 25°F 10.3 -Specific Gravity @ 250F 1.24 - NCO content, minimum% 31.0 -Viscosity @ 25°C, mPa.s 150-250 -Acidity, % 0.01 —0.03 maximum Description A-Component is an aromatic polymeric isocyanate resin [diphenylmethane-diisocyanate or p-MDI] available in drums,totes or bulk packaging. Usage A-Component is 'used in conjunction with Henry RT or PERMAX 6-Component resins to create various commercial spray polyurethane foams. It is blended in a 1:1 ratio with B-Component resins to create a variety of SPF for roofs,walls, OEM,tanks, spas, piping and other uses. Coverage Reference B-Component published Technical Data Sheet Storage and Shelf Life Both A & B Components should be stored in their original containers and away from excessive heat and moisture. Drums must be stored indoors and jobsite tanks maintained between 50OF and 86°F. Containers should be opened carefully to allow any pressure buildup to be vented safely while wearing full safety protection. Shelf Life: Excessive low or high temperatures may decrease shelf life. A-Component has a shelf life of 6 months in unopened containers when stored at 650-85°F. Surface Preparation Reference B-Component Technical Data Sheet Application Reference B-Component Technical Data Sheet Precautions—Supplemental to B-Component Precautions Read and understand the Material Safety Data Sheet for this product before use. A-Component must be kept dry and avoid contact with moisture vapor or liquid water. The numerical flame spread and all other data presented is not intended to reflect the hazards presented by this or any other material under actual fire conditions. Polyurethane foam may present a fire hazard if exposed to fire or excessive heat(i.e. cutting torches). Each firm, person, or corporation engaged in the use, manufacture, or production or application of the polyurethane foams produced from these resins should carefully examine the end use to determine any potential fire hazard associated with such product in a specific use and to utilize appropriate precautionary and safety measures. Polyurethane foams will burn when exposed to fire. Caution during application must be observed with signs posted for other trades, "Caution Combustible Insulation, No Welding or Hot Work Allowed". On a daily basis remove all debris and shavings from the job site leaving a clean work area. When using fuel fired heating units the exhaust must be vented directly outdoors to prevent unsafe carbon monoxide conditions in the work area. Electric heating units are preferred. All heaters must be turned off before the application of foam begins. Henry Company, 909 N. Sepulveda, Ste. 650 El Segundo CA 90245 Tel: $00-486-1278 Email:techservices@henry.com www.henry.com REV: 09/30/2010 Worker Exposure Hazards—Both Components A and B can cause severe inhalation and skin sensitization. For interior applications:full body protection required including air supplying respirator such as a self-contained breathing apparatus(SCBA)or a supplied air respirator(SAR) in the positive pressure or continuous flow mode (this includes air supplied hoods). For exterior applications: required either a full face air purifying respirator or half face worn in combination with chemical safety goggles. The recommended APR cartridge is an organic vapor/particulate filter combination cartridge(OV/P100). It is recommended that all applicators and workers obtain recurrent formal training before exposure to or applying this product. More product information and training materials can be found at Henry Company www.henry.com—or on SPFA or CPI websites including: www.spraypolyurethane.com,www.polyurethane.org,www.sprayfoam.org Product Sizes 551 lbs drums 2500 Ibs totes(disposable or returnable) Freight Classification A-Component- Resin.Compounds Item 46030, Class 55, N016N Non-Hazardous Limited Warranty Contact Warranty Department at warranty(Qhenry.com or location shown below for product or systems warranty information. STATEMENT OF RESPONSIBILITY The technical and application information herein is based on the present state of our best scientific and practical knowledge. As the information herein is of a general nature, no assumption can be made as to a product's suitability for a particular use or application and no warranty as to its accuracy, reliability or completeness either expressed or implied is given other than those required by law. The user is responsible for checking the suitability of products for their intended use. Henry Company data sheets are updated on a regular basis; it is the user's responsibility to obtain and to confirm the most recent version. Information contained in this data sheet may change without notice. Henry Company, 909 N. Sepulveda, Ste. 650 El Segundo CA 90245 Tel: 800-486-1278 Email:techservices@henry.com www.henry.com REV: 09/30/2010 �saaaF jo International Fireproof Technology, Inc. Paint To Protect'"" A 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 DC 315 applied over Spray Polyurethane Foam (SPF), if a coating has not passed a full scale test on a manufacturer's foam it is an Alternative Barrier System in "Section 2603.9 cannot be used on that foam;there are no exceptions in the IBC Code! Special Approval" as a thermal barrier. To be approved Building Code Fire Performance Requirements for SPF: " as an Alternative Barrier System, DC 315 is applied over The International Building Code (IBC) mandates that SPF be separated sa manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other NFPA 286, UL 1715, UL 1040, or FM 4880 for duration approved covering. DC 315 passed certified NFPA 286 and UL 1715 test of 15 minutes by an accredited fire testing facility. over a variety of open and closed cell spray applied urethane foams that Products that pass an ignition barrier tested under AC were conducted by ISA certified testing facilities. All tests performed w.. 377 Appendix X are not appropriate alternative comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC thermal barriers and cannot be used. Depending on your particular Section$03.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section application, either ignition or thermal !barriers are required by the 2603.10 under "Special Approvals for Thermal Barriers over Foam International Building Code (IBC). Plastics". DC315 is WHI marked and certified via 3rd party inspection for •• quality assurance and consistency. Finish Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF with a Thermal Barrier Protective Covering) Color Ice Grey The assembly must remain in place for 15 minutes during specified large- . , V.O.C. 7g/L scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F& 5k R.H. To touch 1—2 hours; to DC 315 can be applied by brush,roller or airless sprayer. recoat if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water Pump: (Graco)UltraMax 695 or equivalent PSI: 3000 Shelf Life 1 year from date of manufacture in unopened - containers and stored at 10•C to 27•C(50•F to GPM: 1.00 0°F) Tip: 517-521 or equivalent. 5 Gal.Container Weigh •t8 lbs. Filter: 30 mesh, removal of filter is recommend from gun and _. . machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and''/<"x3'whip ■ DC 315 is the only 3rd party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Hersey Intertek W/N 20947 PSI: 3300 ■ Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits Tip: 517-523 or equivalent. Industry leading spread rate ■ Passed CAL 1350-safe for use in schools and high occupancy Filter: 30 mesh, removal of filter is recommend from gun and buildings machine ■ Passed strict EPA—V.O.C.and AC2MD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and "x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 pump: (Graco)GMAx 7900 or equivalent requirements of USDA ■ Easily applied with a sprayer,roller,or brush with no complicated P51: 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 Hose: 3/8"diameter airless spray line for the first 100'300` from ■ Meets LEED's point requirements pump and X"x 3'whip ■ No formaldehyde Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an,"Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Filter: 30 mesh, removal of filter is recommend from gun and Visit us at our website www.painttoprotect.com to obtain a current matrix machine of all the manufacturer's foams DC 315 has been tested and approved as Hose:Thermal or Ignition barriers incompliance with current IBC codes. 3/8"diameter airless spray line for the first 100'-300' from pump and Wx 3'whip i Prior to Applying DC 315 to Ensure Proper Adhesion:Surfaces must General Safety,Toxicity,Health Data be clean, dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3 -4 mils Wet Film Thickness (WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(5Q°F)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators In order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices installer must obtain and read all current installation hands and other exposed areas. documents.Installation documents include Application Guide, EYE PROTECTION: Ventilation Guide and Job Work Report. Safety glasses,goggles,or a face shield are recommended. These documents can be downloaded at www.painttoprotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: track your installations and confirm compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Authority Having Jurisdiction. In the event of a concern on a job the exposed skin area as possible with appropriate clothing. installer is able to provide documented proof of the installation,for this reason IFTI recommends using these forms for all thermal barrier jobs." RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment,impervious foot wear and protective Material Preparation clothing are required at all times during spray application. DC315 must be thoroughly mixed prior to application.Failure to do so will compromise the materials performance and may create issues with INGESTION:Do not take internally. equipment used for the application of the product. Mechanical stirring with a high speed drill and a paddle appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should be stirred from the bottom up making additional protective measures are necessary. sure the bottom and sides are scraped with a paint stick during the mixing process to ensure all materials are completely mixed prior to the Limited Warranty application. Material should be mixed to a creamy consistency with no This product will perform as tested if applied and maintained according to lumps. Thinning is not usually needed, but if the material has been our directions, instructions and techniques. If this product is found to be exposed to prolonged.periods of high temperatures during storage, defective upon inspection by its representative, the seller will, at its evaporation of the water based material may have taken place.Typically option,either furnish an equivalent amount of new product or refund the the liquid level should be about 3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product.Seller will not be If the level of material is lower,water may be added during the mixing to liable for any representations made by any retail seller or applicator of the address this issue. product.THIS WARRANTY EXCLUDES (1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH Ensure temperature and humidity are within specified limits for THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor and compensate for increased humidity PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and/or delamination and will void warranty.Obtain LIMITATIONS APPLY.For the complete terms of the limited warranty,go to a ventilation guide prior to commencing installation. Ideal conditions are www.painttoprotect.com. Some states/provinces do not allow the 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you.To make a warranty claim,write Ventilation to Technical Service, International Fireproof Technology, Inc., 17528 Von When spraying in enclosed spaces,regardless of size,adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at is required to remove excess moisture from the application area.The use ptp@painttoprotect.com of fans may be required in some cases to ensure a minimum of 0.3 air changes per hour. Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com Rev:12/18/2014 5:17 PM Job Work Record Should.be Filled Out For Each and Every Job.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. n , Mofek® .t MiTek USA, Inc.. - 16023 Swingley Ridge Rd Chesterfield, MO 63017 314-434-1200 Re: 46731 501 Scudder Ave-Hyannis,MA The truss drawing(s)referenced below have been prepared by MiTek USA,Inc.under my direct supervision based on the parameters provided by Quick Build. Pages or sheets covered by this seal: I28845248 thru I28845250 My license renewal date for the state of Massachusetts is June 30,2018. ` f , R �jH OF 1q g8 s9cti XUEGANG u, LIU R; STRUCTURAL No.43283 A90 9F07STEp�����'Q FSS/pNAIG\ - i January 25,2017 Liu,-Xuegang IMPORTANT NOTE:Truss Engineer's responsibility is solely for design of individual trusses based upon design parameters shown on referenced truss drawings. Parameters have not been verified as appropriate for any use. Any location identification specified is for file reference only and has not been used in preparing design. Suitability of truss designs for any particular building is the responsibility of the building designer, not the Truss Engineer, . per ANSI/TPI-1, Chapter 2. Job Truss Truss Type aty Ply 501 Scudder Ave-Hyannis,MA 46731 ` G01 Common Girder 2 Job Reference a • 128845248 'IQuiclk Build Truss Co., Swansea,MA 8.030 s Sep 29 2016 MiTek Industries,Inc Tue Jan 24 18101:51 2017 Paget ID:HBtFPvPYGM4U5L9PfCje5wz8Kxq-566ehaG8ic Owo4amYuzmKeY7C7ELZtjplDezWzs3iE 8 60 14.9.0 21-0-0 29-M 8$-0 63-0 63-0 8_" Scale:1/4"=1• 7x8= 4.00 12 L 2x6 \\ 2X6 7j B J M D ro u> I � s A E � I� o H G F 5x14 4x4= 5x10 M18SHS= 4x4 = 5x14 C 10-0-0 194-0 285-0 �9-8.0 9.0-0 9-0-0 9-0-0 1-0-0 Plate Offsets(X.Y)— 16:0-7-0.0-1-91 FE:0-7-0 0-1-91 LOATCLL (�30.0 SPACING- 4-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow=30.0) Plate Grip DOL 1.15 TC 0-75 Vert(LL) -0.22 F-H >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 Be 0.91 Vert(rL) -0.47 F-H >705 180 M18SHS 197/144 BCLL 0.0 Rep Stress Incr NO WB 0.17 Horz(TL). 0.18 E n/a n/a BCDL 1 -0 Code IBC2009/TPI2007 Matrix-S Weight:509 lb, FT=15% LUMBER- BRACING- TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD 240-0 oc pudins(6-0-0 max-) BOT CHORD 2x6 SPF 1650F 1.5E (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing- REACTIONS. Qb/size) A=7255/0-5-8,E=725510-5-8 _ Max'Horz A=194(LC 5) Max Uplift A=2620(LC 5),E=2620(LC 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-18787/6808,B-C=18170/6654,C-D=18170/6656,D-E=18788/6810 BOT CHORD A-H=-0381/17453,F-H=-5431/15531,E-F=-6190/17453 WEBS C-F=715/2115,13-17=1341/880;C-H=713/2115,B-H=1341/878' NOTES 1)3-ply truss to be connected together with 10d(0.131'W")nails as follows: Top chords connected as follows:2x6-2 rows staggered at 0-941 oc. Bottom chords connected as follows:2x6-2 rows staggered at 0-9-0 oc Webs connected as follows:2x4-1 row at 0-9-0 oc. 2)All loads are considered equally applied to all plies,except if noted as front(F)or back(B)face in the LOAD CASE(S)section.Ply to ply connections have been provided to distribute only loads noted as(F)or(B),unless otherwise indicated. 3)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.Opsf;h=25ft;Cat.II;Exp C;enclosed;MWFRS.(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber D0L=1-60 plate grip DOL=1.60, 4)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow),-Category 11;Exp C;Partially Exp.;Ct=1.1 -; 5)Unbalanced snow loads have been considered for this design. OF A4,4 6)All plates are MT20 plates unless otherwise indicated. 7)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. XU EGANG G 8)'This miss has been designed for a live load of 20-Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide LI U mi will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 2620 lb uplift at joint A and 2620 lb uplift . Ov STRUCTURAL V at joint E. No.43283 10) Graphical purlin representation does not depict the size or the orientation of the purlin along the top and/or bottom chord. LOAD CASE(S) StandardOVAL 1)Dead+Snow(balanced):Lumber Increase=1.15,Plate Increase=1.15 Uniform Loads(plf) Vert A-K=160,C-K=1660,C-L=-1660,E-L=160,A-E=40 IiAA January 25,2017 ®WARNING-Veft design parameters and READ NOTES ON THIS AND INCLUDED MI EK REFERENCE PAGE M/I-7473 rev.10103/2015 BEFORE USE Design valid for use only with KTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not - a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall building design. Bracing indicated is to prevent budding of individual truss web arMlor chord members only.Additional temporary and permanent bracing WOW is always required for stability and to prevent collapse with possible personal injury and property damage. For general guidance regarding the fabrication,storage,delivery,erection and bracing of trusses and buss systems,see ANSVTPII Quality Crltarla,DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Sorely Information available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. Chesterfield,NIO 63017 ' Job Truss Truss Type City Ply 501 Scudder Ave-Hyannis,MA 128845249 46731 TO1 Common 6, 1 Job Re al Q ick Build Truss Co., Swansea,MA 8.030 s Sep 29 2016 MiTek Industries,Inc. Tue Jan 24 18:01:52 2017 Page 1 ID:HBtFPvPYGM4U5L9PfCje5wz8Kxq-alfl uwHmTw_FYyfmKGPCIYBIOcU74xBt2yzBVyzs3iD 8-6-0 14-9-0 21-0-0 29-6-0 8-6-0 6-3-0 63-0 ' Scale=1:48.6 i• 6x8= 4.00 12 2x8 \\ 2x8 J K D 1 A E H G - F d x10� 6x10 4x4= 6x6 4x4 = V 1-0-0 10 41) 1 Q3in 28$-0 Og 6-0 1 0-0 9-0-0 9-6-0 9-0-0 o 0 Plate Offsets(X.)O= fA:0-0-15,040-111 fE:0-7-15 0-7&IF:0-1-8.0-1-81.fH:0-1-8 0-1-81 LOADING (Ps30.0 SPACING- 4-0-0 CS1. DEFL. in (loc) Vdefl Ud PLATES GRIP CLL(Roof Snow=30.0) Plate Grip DOL 1.15_ TC 0.59 Vert(LL) -0.21 F-H >999 240 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.80 Vert(TL) -0.47 F-H >699 180 BCLL 0.0 ' Rep Stress Incr NO WB 0.49 Horz(TL) '0.16 E n/a n/a BC L 10.0 Code IBC2009/TP12007 Matrix-S Weight:170lb FT=15% LUMBER- BRACING- TOP CHORD 2x8 SP 240OF 2-OE TOP CHORD 240-0 oc purlins(4-5-0 max.) BOT CHORD 2x6 SPF 165OF 1.5E (Switched from sheeted:Spacing>2-0-0). WEBS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 6-7-13 oc bracing: REACTIONS. (Ib/size) A=2755/0-5-8,E=2755/0-5-8 Max Horz A=194(LC 5) Max Uplift A=900(LC 6),E=900(1-C 6) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD A-B=-6035/1933,B-C=5480/1826,C-D-5480/1828,D-E=-6035/1936 BOT CHORD A-H=1817/5512,F-H=984/3896,E-F=1626/5512 WEBS C-F=-016/1856,D-F=10981787,C-H=-614/1856,B-H=1098/785 NOTES- 1)Wind:ASCE 7-05;110mph;TCDL=6.Opsf;BCDL=6.0psf,h=25ft;Cat.II;Exp C;enclosed;MWFRS(low-rise)gable end zone; cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category 11;Exp C;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design." 4)This truss has been designed for a 10.0 psf bottom chord live load nonooncurrent with any other live loads. 5)•This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 6)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 900 lb uplift at joint A and 900 lb uplift at joint E. 7)Graphical pudin representation does not depict the size or the.orientation of the purlin along the top and/or bottom chord. (N OF M4S XUEGANG GN LIU mi STRUCTURAL 6 No.43283 9 O Q �90 FG/STEP ASS/ONAL ENG\ 6A January 25,2017 ®WARNING-VeHry design parameter:and READ NOTES ON THIS AND INCLUDED MREK REFERENCE PAGE M0-7473 rev.101032015 aEFORE USE Design valid for use only with MiTekO connectors.This design is based only upon parameters shown,and is for an individual building componerd,not ° a truss system.Before use,the building designer must verify the applicability of design parameters and property incorporate this design into the overall - - - building design. Bracing indicated is to prevent budding of individual truss web and/or chord members only.Additional temporary and permanent bracing w A Y is always required for stability and to prevent collapse with possible personal in Bury and property damage.For general guidance regarding the 9 1 el.R° fabrication,storage,delivery•erection and bracing of trusses and truss systems,see ANSVTPII Quality Criteria DSB-89 and BCSI Building Component 16023 Swingley Ridge Rd Sd m Wylnforation available from Truss Plate Institute,218 N.Lee Street,Suite 312,Alexandria,VA 22314. _ Chesterfield,MO 63017 Job Truss Truss Type City Ply 501 Scudder Ave-Hyannis,MA- 128845250 46731 T01GE Common Supported Gable 2 1 Job'Re e n (optional) Quids Build Truss Co., Swansea,MA - 8.030 s Sep 29 2016 MTek Industries,Inc. Tue Jan 24 18:01:52 2017 Page 1 ID:HBtFPvPYGM4U5L9Mje5wz8Kxgatf1 uwHmTw_FYyfmKGPC1YBtldM41 rt2yzBVyzs3iD 149-0 29-" 14�0 14-" . Scale://4.=l' 6x8 2x6 I I 2x6 I I 4.00 12 v 2x6 I I F 2x6 I I 2x6 II E I 2x6 II 2x6 II O J 2x6II N 2x6 II C K AA 2x6 II A B L A M 0 4x8 Y x W V U T S R Q P O N 4x8 4x6_. ---- 28E-0 29-6•di 28.6-0LOAD TCLLL (Ps30.0 SPACING- 44)-0 CSI. DEFL. in (loc) Vdefl Ud PLATES GRIP (Roof Snow,30-0) Plate Grip DOL 1.15 TC 0.08 Vert(LL) n1a - n/a 999 MT20 197/144 TCDL 10.0 Lumber DOL 1.15 BC 0.09 Vert(TL) n/a - n/a 999 BCLL 0.0 Rep Stress Incr NO WB _0.13 Horz(TL) 0.00 M rda n/a BCDL 10.0 Code IBC2009/TPI2007 ma,trix-S Weight 181 lb FT=15% LUMBER- BRACING- TOP CHORD 2x8 SP 240OF 2.0E TOP CHORD 2-0-0 oc pudins(6-0-0 max.) r BOT CHORD 2x6 SPF 165OF 1.5E (Switched from sheeted:Spacing>24)-0). OTHERS 2x4 SPF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. 1 REACTIONS. All bearings 27-6-0, (lb)- Max Horz A=194(LC 5) Max Uplift All uplift 100 lb or less at joint(s)except A=120(LC 7),M=134(LC 8),U=145(LC 5),V=197(LC5), W=180(LC 5),X110(LC 5),Y=-405(LC 5),R=132(LC 6),01=200(LC 6),P=180(1-C 6),0=110(LC 6), N=-404(LC 6) Max Grav All reactions 2501b or Tess at joints)X,O except A=391(LC 1),M=391(LC 1),S=359(LC 1),U=519(LC 2),V=523(LC 2),W-477(LC 2),Y=912(LC 1),R=519(LC 3),Q=523(LC 3),P=477(LC 3),N=912(LC 1) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD C-D=-83/285,D-E=98/346,E-F=102/408,F-G=-104/455,G-H=104/442,H-1=-102/368, WJ 98/276 WEBS G-S=280/0,F-U=-437/193,E-V=447/244,D-W=381/232,B-Y=711/492,H-R=437/180 I-Q=-447/247,J-P=381/233,L-N=711/491 r _ r NOTES-. 1)Wind:ASCE 7-05;110mph;TCDL=6.0psf,BCDL=6.Opsf,h=25ft;Cat 11;Exp C;enclosed;MWFRS(low.rise)gable end zone, cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 3)TCLL:ASCE 7-05;Pf=30.0 psf(flat roof snow);Category II;Exp C;Partially Exp.;Ct=1.1 4)Unbalanced snow loads have been considered for this design- ,'(N OF A14 5)All plates are 2x5 MT20 unless otherwise indicated. 6)Gable studs spaced at 2-0.0 oc. ? y G 7)This truss has been designed fora 10.0 psf bottom chord live load nonooncurrent with any other live loads. XUEGANG cP 8),.This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-&0 tall by 240-0 wide 0 LI U will fit between the bottom chord and any other members. STRUCTURAL cn 9)WA No.43283 9 O Q 10) Non Standard bearing condition- Review required. A90,c. FG/STEPS 11) Graphical purlin representation does not depict the size or the orientation of the purin along the top and/or bottom chord. FSS/ONALG\ January 25,2017 ®WARNING-Verf/y design parameters and READ NOTES ON THIS AND INCLUDED N/TEK REFERENCE PACE WP7473 rev.10/03,2015 BEFORE USE. Design valid for use only with MTek®connectors.This design is based only upon parameters shown,and is for an individual building component,not Mal ^ a truss system.Before use,the building designer must verify the applicability of design parameters and properly incorporate this design into the overall - Ak" building design. Bracing indicated is to prevent budding of Individual truss web and/or chord members only.Additional temporary and permanent bracing is always required for stability and to prevent collapse with possible personal injury and property damage.For general guidance regarding the MITe fabrication,storage,delivery,erection and bracing of trusses and truss systems,see ANSUTPIt Quality Criteria,DSB89 and SCSI Building Component 16023 Swingley Ridge Rd - Safety IMormatlon available from Truss Plate Institute,218 N.Lee Street Suite 312,Alexandria,VA 22314, - Chesterfield,MO 63017 Symbols Numbering System ® General Safety Notes PLATE LOCATION AND ORIENTATION Sj" Center plate on joint unless x;y 6-4-8 dimensions shown in ft-in-sixteenths ,Failure to Follow Could Cause Property a offsets are indicated. (Drawings not to scale). Damage Or Personal Injury Dimensions are in ft-in-sixteenths. Apply plates to both Sides of truss 1 2 3 1. Additional stability bracing for truss system,e.g. and fully embed teeth. TOP CHORDS diagonal or x-bracing,is always required. See SCSI. c1-2 c27 2. Truss bracing must be designed by an engineer.For wide truss spacing,individual lateral braces themselves 0 WEBS °3w 4 may require bracing,or alternative Tor I T _ p r � � p� bracing shouldbe considered. T U 3. Never exceed the design loading shown and never (L 00 8 U stack materials on inadequately braced trusses. �— • p 4. Provide copies of this truss design to the building For 4 x 2 orientation,locate - designer,erection supervisor,property owner and plates 0- 'hd' from outside BOTTOM CHORDS all other interested parties. edge of truss. 8 7 6. 5 5. Cut members to bear tighty against each other. 6. Place plates on each face of truss at each This symbol indicates the JOINTS ARE GENERALLY NUMBEREDILETTERED CLOCKWISE joint and embed fully.Knots and wane at joint required direction of slots in AROUND THE TRUSS STARTING AT THE JOINT FARTHEST TO locations are regulated by ANSIrrPI 1. connector plates. THE LEFT. 7. Design assumes trusses will be suitably protected from CHORDS AND WEBS ARE IDENTIFIED BY END JOINT the environment in accord with ANSIfTPI 1. "Plate location details available in MiTek 20120 NUMBERSILETTERS. 8. unless otherwise noted,moisture-content of(umber software or upon request. shall not exceed 19%at time of fabrication. PLATE SIZE PRODUCT CODE APPROVALS . - 9. Unless expressly noted,this design is not applicable for ICC-ES Reports: use with fire retardant,preservative treated,or green lumber. � _ The first dimension is the plate io.Camber is a nonstructural consideration and is the 4 X 4 width measured perpendicular ESR-1311, ESR-1352, ESR1988 "responsibility of truss fabricator.General practice is to to slots.Second dimension is ER-3907, ESR-2362,ESR-1397, ESR-3282 camber for.dead load deflection. the length parallel to slots. 11 Plate type,size,orientation and location dimensions indicated are minimum plating requirements. LATERAL BRACING LOCATION 12.Lumber used shall be of the species and size,and in all respects,equal to or better than that Indicated by symbol shown and/or Trusses are designed for wind loads in the plane of the specified. by text in the bracing section of the truss unless otherwise shown. 13.Top chords must be sheathed or puriins provided at output. Use T or I bracing spacing indicated on design. if indicated. Lumber design values are in accordance with ANSI/TPI 1 section 6.3 These truss designs rely on-lumber values 14:Bottom chords require lateral bracing at 10 ft.spacing, BEARING or less,if no ceiling is installed,unless otherwise noted. established by others. 15.Connections not shown are the responsibility of others. Indicates location Where bearings 16.Do not cut or alter truss member or plate without prior (supports)occur. Icons vary but ©2012 MiTek®All Rights Reserved approval of an engineer. reaction section indicates joint number where bearings occur. __ 17.Install and load vertically unless indicated otherwise. Min size shown is for crushing only. 18.Use of green or treated lumber may pose unacceptable environmental,health or performance risks.Consult with Industry Standards: project engineer before use. ANSI/TPI1: National Design Specification for Metal 19.Review all portions of this design(front,back,words Plate Connected Wood Truss Construction. and pictures)before use.Reviewing pictures alone DSB-89: Design Standard for Bracing, is not sufficient. 9 9� ,a BCSI: Building Component Safety Information, 20.Design assumes manufacture in accordance with Guide to Good Practice for Handling, hfiffek ANSIrrPI 1 Quality Criteria. Installing&Bracing of Metal Plate Connected Wood Trusses. MiTek Engineering Reference Sheet: MII-7473 rev.10/03/2015 Parcel Detail Page 1 of 2 4m�1 113g ier �r6 Logged In As: Parcel Detail e Tuesday,October 4 2016 Parcel Lookup Parcel Info _ . _ _v._,, .. .... _ ... Parcel ID'28 7-016 m; Developer Lot Location 501 SCUDDER AVENU� Pri Frontage M130 Sec Road a I } Sec Frontage I I Village I Ennis —""—'1 Fire District HYANNIS Town sewer exists at this address No —j— Road Index 1440 �I Interactive Map t} s Owner Info mowner HYANNIS FIRE DISTRIC) owner to" ACH POINT LLC. { Streetl 140 MONTVALE ROAD streetz I a WESTON state MA .„<,, *< a z 02493 count ry F Land Info ........... ... .. Acres i051 '---�I use gDistrict Imp MDL-96 zoning RF-1 I Nghbd 0108 Topography Level ,I Road Utilities PublicYWater,Gas,Septicl Location ' Construction Info Building 1 of 1 ..... Year r1960 eM. Root Gable/Hip ExtBrlck/Masonry v Built P Struct�� wall Living 1008 ROOF As h/F Gls/Cm J AC None„ Area Cover p p Type ( —` a, Style FirewStation wall Minimum Roomsf00 ` Model Ind/Comm I Floor�ncr Abv Grad] R oms 1 FuIl-1 Half Grade Average Type Steam Rooms Stories Fuel OII Found- Heat anon Gross 2266 Area Permit History Issue Date Ipurpose I Permit# I Amount I Insp Date I Comments Visit History Date - Who Purpose 12/12/2014 12:00:00 AM Jeff Rudziak In Office Review http://issgl2/intrdnet/propdata/ParcelDetail.aspx?ID=21603 10/4/2016 Parcel Detail . Page 2 of 2 /11/2 4 12• 0 I T - 6 00 .00:a AM Paul �I / i Talbot Meas L sted Interior Access 2/11/2002 12:00:00 AM! Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner'.' Book/Page Sale Price 1 12/15194' HYA.VNI� FIRE DISTRICT 588/28 $0 8/1.5/20T16 _BEACH=POtNw-LLC._ 29862/47 $250,000 ' .m.:...... Assessment History r ` ..... ..... ......... ......... _. Save Year Building +xF Value OB Value ° Land Value Total Parcel. # Value Value 1 2016 $173,300 $,,600 $13,600 $208,600 $403,100 2 2015 $155,400 $6,800 $0 $205,100 $367,300 3 2014 $155,400 $6,800 $0 $205,100 ` $367,300 4 2013 !$155,400 $6,800 s0 $205,100 $367,300 5 2012 $94,700 $3,900 $0 " $199,600 $298,200 , 6 2011 $120,900 ` > - " $0 $0 ` $199,600 $320,500 b 7 2010 $54,700 .n c . , $0 $0 $210,700 $265,400 8 2009 $54,700 - µ$0 $0 ,$214,400 $269,100 , 9 2008 $138,500 $0 $0 $214,400 $352,900 11 2007 $138,560 $0 ' $0 $214,400 $352,900 12 2006 $138,500 $0 $0 $214,400 $352,900 13 2005 $126,300 $0 $0 .;; $113,300 $239,600 w. 14 2004 $126,300 : _ %so '$0 $113,300 $239,600 15 2003 $1201700 j $0 $0 $74,000 $194,700 16 2002 $114,200 $0 $0 $74,000 $188;200 -17 2001 $1.14,2001 $0 $0 $74,000 $188,200 18 2000, $107,900 $0 " ' $0 $226,400 $334,300 19 1999, SO $0 $0 $226,400 $226,400 20.. 1998 SO $0 : $0 $226,400 $226,400 ° 32 1986 $0 i $0 $0 $0 $0 ' � Photos http;//issgl2/intrar et/propdata/Parc=-lDetai i.aspx?ID=21603 10/4/20161 P Q Mass. Corporations, external master page Page 1 of 2 rl %t Corporations Division Business Entity Summary ID Number: 463300759 £Requ,•,-,................ .., _ ___ est certificate New search Summary for: BEACH POINT LLC The exact name of the Domestic Limited Liability Company (LLC): BEACH POINT LLC Entity type: Domestic Limited Liability Company (LLC) Identification Number: 463300759 Date of Organization in Massachusetts: 08-05-2013 Last date certain:. The location or address where the records are maintained (A PO box is not a valid location or address): Address: 140 MONTVALE RD City or town, State, Zip code, WESTON,•. MA 02493 USA Country: The name and address of the Resident Agent: Name: ANDREW MAHER Address: 140 MONTVALE RD City or town, State, Zip code, WESTON, MA. 02493 „USA Country: The name and business address of each Manager: Title Individual name Address !MANAGER�-A__ NDRE-W MAHER .,. y140 MONTVALE RD WESTON, MA 02493- ,U__SA' In addition to the manager(s), the name and business address of the person(s) authorized to execute documents to be filed with the Corporations Division: Title Individual name Address SOC SIGNATORY' ANDREW JOHN MAHER 140 MONTVALE RD WESTON, MA 02493 USA The name and business address of the person(s) authorized to execute, acknowledge, deliver, and record any recordable instrument purporting to affect an interest in real property: Title Individual name Address REAL PROPERTY ANDREW MAHER 140 MONTVALE RD WESTON, MA 02493 USA http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=463300759&... 10/4/2016 Mass. Corporations, external master page Page 2 of 2 ❑ LJ Confidential. ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Annual Report Annual Report - Professional Articles of Entity Conversion `- Certificate of Amendment View filings Comments or notes associated with this business entity: 91 x New search) • y, http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=463300759&..'. 10/4/2416 � T From: Andrew Maher amaher@anchorlinepartners.com Subject: Fwd:Zoning Question Date: November 10,2016 at 2:13 PM To: Begin forwarded message: From:Michael Scott <MScott(@nutter.com> 5 Subject:Zoning Question Date:May 2, 2016 at 12:07:58 PM EDT To:"Andrew J. Maher"<amaher anchorlinepartners.com> Andrew, asked one of my associa'tes.to review the zoning for 501 Scudder Ave. Below are our findings and recommendations. The review was performed to determine what is necessary for the construction of a single-family' residence. The property is currently developed with a two-story fire house, formerly operated by the Hyannis Fire District. While the residential use is allowed by right, the property is non-conforming as to lot size. Pursuant to the Barnstable Zoning Map, the property is located within the RF-1 district, which allows . single-family residential uses as of right along with typical accessory uses. However, the minimum lot area is 43,560 sf(1 acre), while the assessor's records indicate the property is 0.51 acres. A review of older bylaws indicates that as of 1984, the property was in the RC district, which required a minimum lot area of only 15,000 sf. As it appears the property was acquired in 1941 by.the Fire District and the configuration appears to have remained the same since 1941, this property should be considered legally pre-existing non-conforming as to lot size. If the plan is to develop the existing building into a single-family residence, I believe this would be allowed with no further relief. Please let me know if you would like to discuss. GDpt , Mike /VOr e g rOtV ?416 NSTq�C� This Electronic Message contains information from the law firm of Nutter, McClennen & Fish, LLP, which may be privileged and confidential. The information is intended to be for the use of the addressee.only. If you have received this communication in error, do not read it. Please delete it from your system without copying it, and notify the sender by reply e-mail, so that our address record can be corrected. Thank you., r I. r - �, y ` "r :. • - '.'..,, �: ., '. a :. ARCHITECT - z7-111 va„ , f; LLMD@SIQn , O e Post O6im Square Bost-,MA SMOKE ®ETE T 4 ------- --- 617 456.0565 Tel k , et kt3 notes Y ' - - r--- ---_--- ---1 DEMO EXISTING FLOOR I-2 STAIRS, O I WALLS,DOORS,WINDOWS AND FRAMES B BLE BU1L I G DEPT. DATE AS INDICATED,STRUCTURALLY SHORE PROJECT NAME _ ... • I „ LP AND FRAME AS REQ. - Maher Z DEMO PORTION OF ROOF AND Residence ' .'+ CHIMNEY TO BASEMENT LEVEL- r a 5015 drier Avnue 10'-21/2" 15'-03/4 FIRE DEPART NT DATE-`-. DEMO EXISTING HEATING SYSTEM- Barnd,ble,MA 02601 .. REPLACE WITH NEW TBD . BOTH SIGNATURES ARE REQUIRED FOR PERMITTING COORDINATE FINISHES/FIREMANS POLE WIT OWNER FOR- / I - 'R• GENERAL CONTRACTOR EVE NG/FINISHES FLOOR L II TILE WALL AND SLOPED CEILING AS REQ. - .: PROVIDE LOCKABLE 42"GATE AT FIREMAN'S POLE,POLE TO EXTEND TO Lr 8 HGT OF TRUSS-BE SIDE WALL BRACED - J PROVIDE WINDOW/OPENING AT LOFT ' — LEVEL TO CUPOLA SHAFT PROVIDE DRYWALL,RIGID INSULATION ON HAT CHANNEL AS REQUIREDVENTED OR VENTLESS r _ I I I I JII DETERMINED(VENT REQRTED)YER TO BE - ° - - — I.0 I - - -----JJ ll.LL - - - O INSTALLED BY GAS-SAFE ENGINEER.. ----.—J ' — COORDINATE CONNECTION,n DIMENSIONS:ENCLOSURE ANDREVISIONSFNISHES(SHELL)- - DEMO,BRACE STRUCTUREAND FRAME'OUT OPENING FOR NEWLINTEL,REUSE-EXISTING MASONRY AND TOOTH-IN TBRICK,PROVIDE WEATHER PROOF HEADER;JAMBS AND SLOPE SILLFOR RUN OFF AS REQUIRED. JOJ � ILUI 01 - -- ° E3L floor 1 - Demolition:Plan floor 2 - Demolition Plan -basement - existing to remain , ,u• x _ _ r---- ---- ---- ——— -- ------�. - r- p• t: DRAWING TITLE > . I Demolition and Floor Plans' GGFl - .. f .pantry I- S _+~ /. I I I.. kitchen ■memo uu■ nn, (DEstrive I full-tub/ - jramp B __ bathroom handrails dry wash island I i.. ■u■uuuuuu uuu - buuu■uuuu■ >e . to new q.,. ._ si'p/ ueo 'E:. - » _ I. I ' floor level. r , bedroom suite up _ 1 dw pantry .. 1 - iv entry-hall entry-hall below ■ unn Y"I coats on wall I. - SD L__ fj L_ t" ..Short . S UP L ©.. j. ...'. DRAWINGINFORMATION ° floor GFltoutlet linen walk-in - - g ak" bathtub - ■■ ■u■■ -e ^,. - full ,Oa VS(�! SID J n closet , closet _ - . Y. an suite-closet : bath � - ■uu ■ ■uu■ uuu■" ■u■ i ..,t`.?. - ,Sp lireman's .. -^. - _,/1 Bole - SD � - .. luun■nunu, 'inuu■ at b° +s �m S, X bedroom . I - bedroom - w/loft - .e� master living • ! a !.� u bedroom:: a. � ■uunuunn■■I q Muuuu ' is 'I �nwER» Fl�n.Ms i. , SD � � -- ---- - -- .. Ilocltable trap door a essl -:: -- --" --- BOB■OB '•—J17 ■ , Wllh by trap a , - - DRAWING NUMBER ���e10,I .. suieMed ex+a»or GFl ; a "A 0 " size of deck to m be determined floor 1 Partition & Elec. Plan - floor 2. -.. Partition & Elec. Plan - - loft -..Partition -Truss, Plan . - �PYdO+d uanoa.q�.iao. ARCHITECT z7'-,,1/4' LLMDesign < - _ One Post Once Square . .. .. - Suite 4100 • . - — - -- Boston.MA 02109 — ,. ". °. :. - :— • + 617 466.0666 Tel 0 CDSheet key notes + r- ,---------—————. .. - .-.. ———1 - � DEMO EXISTING FLOOR I2 STAIRS , WALLS,DOORS,WINDOWS AND FRAMES PROJECT NAME :.I .. AS INDICATED,STRUCTURALLY SHORE ` UP AND FRAME AS REQ. Maher- DEMO O PORTION OF ROOF AND - RQSIderlCe I - CHIMNEY TO BASEMENT LEVEL - 501 ScutlaerAvenue 10'-2 1/2" 15'-0 3/4" I I - B—stable,MA 02601 REPLACE IWIT NEW TIED SYSTEM- . COORDINATES FINISHES/FIREMANS POLE - / EVE NG/FIN SHES L CONTRACTOR R . LOO GENERA NTRACTO TILE WALL AND SLOPED CEILING AS REQ. II : \ , PROVIDE LOCKABLE 42"GATE AT FIREMAN S POLE,POLE TO EXTEND TO - _ HGT OF TRUSS-BE SIDE WALL BRACED, PROVIDE WINDOW/OPENING AT LOFT J ' ' --- I LEVEL TO CUPOLA SHAFT M ——i� - - --— I - O PROVIDE DRYWALL,RIGID INSULATION ON HAT CHANNEL AS REQUIRED -N VENTED OR VENTLESS DRYER TO BE , DETERMINEDE (VENTR QTBD) JII 3 *... ___ - - FLUELESS GAS FIREPLACE TO BE. , _ 10. INSTALLED BY GAS-SAFE ENGINEER _ .. —_—J a, COORDINATE CONNECTION, ir-711DIMENSIO NS.ENCLOSURE AND REVISIONS FINISHES(SHELL) = , DEMO,BRACE STRUCTURE AND FRAME - • OUT OPENING FOR NEW LINTEL,REUSE pq _ / EXISTING MASONRY AND TOOTH-IN ■.�a'0 o , I /. - : = _ r- •� BRICK,PROVIDE WEATHER PROOF _ HEADER,JAMBS AND SLOPE SILL FOR ... - , N r ' ' —, + r RUN OFF AS REQUIRED. L 2 LL-J i w --- -------------- --- SD.O I o J - - floor 1 - Demolition Plan rfloor 21 Demolition Plan basement: existingto`remain' - DRAWING TITLE ` Demolition and r-- - - s ' , .T•" 1 ecru i « .pantry � I Floor Plan c. /I kitchen - - ------ --- --- ■unuunu■ orb •• st ve - - ------ ..._. I �. � .- 5 full-tub/ E. ., . 1 B - �/. bathroomrampsland -handrails dry1. nuuu■■uununu - Vau■u�unuuu - �•. . - to new - 4 .. 3 I. Floor level. I si I¢/ I {+. _ '... "�.. I - - \• I ' I �. ,'bedroom suiteup - 1 x I'. pantry b I I I . SID entry-hall 1 Or • 4 -t-1 ,..;- -entry-hall below. I ` . r y f . : I I .._: .,. .:1.r--- •I '-. 1-. ■uml ti I I , coats on wall SD' 1' - - 1 -'6hort UPi L - © - 'DRAWING INFORMATION dining with ' o' � linen walk-in I Qb 9 bathtub u■■ui■ ....... ■uunnnuu■ 1 Floor GFI outlet Sp 4 closet closet - - full O •' - .1 - en suite-closet - bath' - .� uunnun■u■ n TSD firernan's.- SD pole 7 - uu■ ■uu■ ■un■ on . 1 cp.' - - - bedroom 1 mr�nso-wion 9 .. w/loft bedroom .I ,� asrarT '$ master livin ., - .1 - - 1 , ,-0•• bedroom I 10 ■n■uuunuuy q Muuu■■ zmsre ew,Nn a. SD Ildcicable trap does ssl J - ---- � 1 1 - - -----.--- -. - __ _______ _�_ J DER I i DRAWING NUMBER 8 Iwith by aulic a - - ILL ■■ .. .. - ----J r . s1.Neda He ,OF A100 „ size of deck to d u bedetemhined floor 1 - Partition & Elee .Plan ' floor2 - Partitions-& Elec. Plan. loft Partition-Truss Plan - i" o ' b ..- CapyripM llMDes4n.lnc. i LL ARCHITECT • 27'-11 1/4" _ LLMDesign • - + One Past Once Square Sup.4100 Boston,05 - ————— — __—___ _-_ - 617.456.056502 Te109l Sheet key notes 1 --- ——————————�————————————— ---1 - DEMO EXISTING FLOOR I-2 STAIRS, I O .O WALLS,DOORS,WINDOWS AND FRAMES PROJECT NAME AS INDICATED,STRUCTURALLY SHORE UP AND FRAME AS REQ. - Maher a Residence a7 - DEMO.PORTION OF ROOF AND .. j - O CHIMNEY TO BASEMENT LEVEL': 607 Scutltler Avenue 10'-2 1/2" 15'-0 3/4" - O DEMO EXISTING HEATING SYSTEM- Barnstable,MA 02601 ., REPLACE WITH NEW TBD COORDINATE FINISHESIRREMANS POLE - + GENERAL CONTRACTOR WITH OWNER FOR FLOOR LEVELING/FINISHES II z. O TILE WALL AND SLOPED CEILING AS REQ.- - . PROVIDE LOCKABLE 42"GP,TE AT FIREMAN'S POLE, POLE TO EXTEND TO L 6 HGT OF TRUSS-BE SIDE WALL BRACED J. PROVIDE WINDOW/OPENING AT LOFT LEVEL TO CUPOLA SHAFT PROVIDE DRYWALL,RIGID INSULATION ON HAT CHANNEL AS REQUIRED N _. I O; VENTED OR VENTLESS DRYER TO BE i_ .. �-il --'_JI _ —m p - - DETERMINED(VENT REQ TBD),. _ - FLUELESS GAS FIREPLACE TO BE JI----—J IJ _— _ , - I - INSTALLEDBY GAS-SAFE ENGINEER. J ---- i __'—JI } - — COORDINATE CONNECTION," O 1 --- R e_ .. VISIONS P. FINISHES(SHELL) r — p DIMENSIONS.ENCLOSURE AND JI O RE t " - - - I, • 11 DEMO,BRACE STRUCTURE AND FRAME OUT OPENING FOR NEW LINTEL, E EXISTING MASONRY AND TOOTH RN USE BRICK PROVIDE WEATHER PROOF �� - e HEADER,JAMBS AND SLOPE SILL FOR, -rOFF AS REQUIRED - - •q LLj - J ---------O-------- — - SD 0 + =_ -; OWN O , : floor 1 - Demolition Plane floor 2 Demolition°Plan basement - existing to remain -=------- --- ---- -- ------ - - " DRAWING TITLE Demolition and :. Floor.Plans pantry s stgve kitchen- - --------- - -------� ------- I uu■■■■■■■u■ OUO L. 5 F _ full-tub/ - - i Y B p - i bathroomO - ,. I. ramp- - - I handrails .dry. washisland nnuuuutmaund l■■udbuu■ui■■ ... . •. I to new.. ClCV - _ tlooclevel si I{/ �,. _ ,I y. - bedroom - +' f;• P \ dw .Pantry ■ non nu■nu�u■l 0 - a• u .:.. .suite - .: _ l Y. l SD l I. I - l , entry It O J , entry-hall below ■nnq ■uu■ - .. .. _ coats on wall SD LC-- -. L Ups - - _ L © : .. RAWING INFORMATIO short D N - dining with _ - linen walk-in 9 'bathtub OO ..I - ■uuu■ uuunuannnuuu - Floor GFl outlet• SD 4 J closet closet �.- full .O - m - an suite-closet " .. bath' - . ' . LoJ loolmonsomenson - I tp. 1 - - �. .I \ • SD fiireman's.' Pole + SD ILI O 2� 3 1,:' ,p u■unu■nuu� a _ 'uu■u■ an.e.,lo�e G.. bedroom - l .Tae. ro� -' i bedroom a r I _T w/loft I living''. t • I master - �.a bedroom. - t0 • _ uuuu■un■■■b nuuu■ EaT. n sows :. pocicable trap door acc essl - J ----- - --- -■ ■ —J - DRAWING NumaleR e 6 Iwilh L--- --J rtn 1 ----- sn�eam e.ta�lor GFl " .. A ■00 size of deck to ... •.., +. be detemnined floor 1 - Partition & Elec.. Plan floor,2 Partition & Elec.. Plan - loft Partition.Truss Plan F c. '.ARCHITECT - 2T-11 a1/4„ _ .. ., .. c- LLMDesign One Pole.0 fi _ Do e Square SURa 41 — ___— -- - Boston,MA 02109 O _ 1 617.456 0565 Tel < 1 �'" Sheet key notes--------.--_--------------- —.--1 _..DEMO EXISTING FLOOR I-25TAIRS;y .._ , - ( .. .. -. - ,, O WALLS,DOORS,WINDOWS'AND FRAMES • . s -' _ -...,; - { O - S INDICATED,STRUCTURALLY SHORE. PROJECT NAME - b UP AND FRAME AS REQ. - - .Maher 1 2 . tom,: DEMO.PORTION OF ROOF AND Residence _. CHIMNEY TO BASEMENT LEVEL 501 Scudder Avenue • 10'-2.1/2". ., ..15'-0.3/4.. Bametable MA 02601 ' 3DEMO EXISTING HEATING SYSTEM- _ REPLACECOORD - .. NATE .a. .-. .. .. .... / ... ., - O WITH OIWNER FOR FLOORI' II_\\ .. - - - LEVELING/FINISHES.,; TRACTOR '.II,•. \` _. - '1 "Fry.' 'O. TILE WALL AND SLOPED CEILING AS RED. i .,i: /. ... 4� -.., i��11�. ,!I.::- \ � ... �: � - ... PROVIDE LOCKABLE 42 GATE AT .. ... .. FIREMAN S POLE,POLE:TO EXTEND TO �j .. = GENERAL CON _. + __ � � ."' ��.� - � .:� ,. !� .• � HOT OF TRUSS-BE SIDE WALL BRACED,`' + '- PROVIDE WINDOW/OPENING -— I _ c ' I �`. O LEVEL TO C SHAFT F LOFT PROVIDE DRYWALL,RIGID INSULATION - - ON HAT CHANNEL AS REQUIRED. III .:. _ -. •k e: _ 1' �. -- --— _ O•VENTED OR VENTLESS DRYER TO BE ---� 0. DETERMINED(VENT REQ TBD) - ---J _ = - j __ FLUELESS GAS FIREPLACE TO BE , ... —_ .. O-.INSTALLED BY GASSAFE ENGINEER .. : -----� N —J - - COORDINATE CONNECTION, - - .y.' ^: --J .: ' DIMENSIONS, AND.' .. .. ... O .. . s— O'. REVISIONS'. ... .. - az �� FINISHES(SHELL) .e1U OUT OPENING OPENING FORCE ..NEW LINTEL,L,FRAME NTEL,REUSE EXISTING MASONRY AND TOOTH-IN HEADER; AMES AND SLOPE SILL FOR -� o. r 2 RUN OFF AS REQUIRED s - L .. .- -- —_-- ——— ——— ———————— --J s� SD 1 J]J YLD11 1GVEPT_ a floor 1 - Dernol ion Plan floor 2 Demolition Plan basement -_ existin to remain NOV T r----------- — =--=--=--- —:-----.- 'TO WN OF >: DRAWING TITLE , _ Demolition an Floor Plans q.. pantry �I:. kitchen- .- - 5tgve : -_____.__ ___-� a ■■■�■■■■■■■... .. _.. ;,..,_. .. y' Q Q g bathroom O4 ..t. ': - '. .. .. Island handratls dry: [wash .M:- `aims...■.Monosson :.'I■u■u.uMuuui '. -:.. .. - t�.•YI :.:-' to new �' �. q .�- .': si�l/ .. :.' " IdDD ..�,:. - uI s Door level.:-_ k-. - 41, up 1 dw Pantry. suite- mein moose mosseel SDI rJ.,, rJ ,.I.. entry-hall . ,. •_ O. _�.:- yI _, try-hall below I - lu■ ■um coats on wall'.:'I.I. .:: - .. -�: SD - .. 0.: - Short = p .`.< © - - DRAWING INFORMATION - .linen f walk-in.fi.. :..:...:I. c .. :®dlmng with .. - - - •l bathtub .;v'. { }.. .4—il ■mn■ ns.■ss■s■n: FlooFGFl outlet ! - ... -" 4; ,�' S closet closet, - SDO .-. ,. _� � full O (. ro an suite-closet [.- I I OSD I S 7 o a �Y I SD fireman s SD . �/.. ■iu.uunuu■ ..u■uIi moeern zple - - .. bedroom: , I.—m;coh.o-woo-� loft d \.. .. sg ..:: living w/ - ..master:.. . .. " bedroom: .. -. : ... 10 ;.. � ..,.- - nnnnnn■■■■y Q. .. Muuu■■� .. - J�� ..:. SD Ilocliable trap door acCessl - - --- -- --- ----- -- - .. .. n■ ■ --- ■ - ■ uus' .. • (with by, au 1C a ... - DRAWING NUMBER � . a _, ' eel ,f. size of deck to` „.. .n eNed e.n.do.cn .11 .. ,. A100 2, bedeteimined floor 1 Partition & Elec. Plan floor 2 - 'Partition & Elec. Plan loft - Partition Truss Plan t � N 0 to ey smith tifQ a SGJd�e. LocusO ��^ c o oyw a c o rwng a � o o Nantucket co 0 Sound LOCUS MAP SCALE 1"=2000't do ` ASSESSORS MAP 287 PARCEL 16 LOCUS IS WITHIN FEMA FLOOD ZONE X AS SHOWN ON COMMUNITY PANEL #25001CO568J 14 �,� DATED 7/16/2014 ZONING SUMMARY � 19 BENCHMARK: �g ZONING DISTRICT: RF-1 DISTRICT MAG ELEVATION =14.3 NAVD88 d` soh \� �8 MIN. LOT SIZE 43,560 S.F. �., �0/i� MIN. LOT FRONTAGE 20' 663 MIN. FRONT SETBACK 30' 2>> O 02•'w MIN. SIDE SETBACK 15' \ �3' MIN. REAR SETBACK 15' 16 MAX. BUILDING HEIGHT 30' EXISTING I BUILDING SITE IS LOCATED WITHIN THE AQUIFER SLAB = 17.9 /` � PROTECTION OVERLAY DISTRICT OWNER OF RECORD W / HYANNIS FIRE DISTRICT ,� 13 HIGH SCHOOL ROAD co N /: HYANNIS, MA 02601 co 16 REFERENCES • r O DEED BOOK 588 PAGE 28 PLAN BOOK 372 PAGE 18 • 9 PLAN BOOK 42 PAGE 29 `b , i PLAN BOOK 12 PAGE 19 17 �O /• 24'p 2p� �6. /• / - 001 0 .0 0 . JAG •Q / EXI%03" T I t ITI PLAN LPAN "n OF #:501 .,-, SCUDDER AVENUE' HYANNIS, MA PREPARED FOR ANDREW MAHER ' DATE: J U N E 14, 2016 : . Scale:1 20' 0 10 20 30 40 50 FEET off 508-362-4541' I fax 508-362-9880 downcape.com _ down cope engineering;inc civil en inees land su9 ejiors DATE DANIEL A. °OJALA, P:E:, P.L.S. 939 Main Street ( Rte 6A) ' YARMOUTHPOR T MA 02675