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BLD-23-001657
Y .... pu Johg1z& 0 ONE & TWO FAMILY ONLY- BUILDING PERMIT Town of Yarmouth Building Department ,:•"' 1146 Route 28, South Yarmouth,MA 02664-4492 508-398-2231 ext. 1261 Fax 508-398-0836 , 4.\., Massachusetts State Building Code, 780 C?v _ A o Building Permit Application To Construct, Repair, Renovate Or Demolish • V E D a One-or Two-Family Dwelling __......-- I This This Section For Official Use Only \i_ JGP 27 2022 Building Permit Number: 8(D. 3..t /0s7 Date Applied: �r SQRcS _ � �� ���� BUILDING DEPARTMENT Building Official(Print Name) Signature Date SECTION 1: SITE INFORMATION 1.1 Property Address: �' .... ., , � 1.2 Assessors Map&Parcel Numbers sO 1.1 a Is this an accepted street?yes Y' no Map Number Parcel Number 1.3 Zgning Information: 1.4 Property Dimensions: if S ' '7° 4c4 111-O 6da Si_ ' /�5�0 Zoning District Proposed Use Lot Arta(sq ft) Frontage(ft) 1.5 Building Setbacks(ft) Front Yard Side Yards Rear Yard Required Provided Required Provided Required Provided '50 ' ; ' o -i— ad ' -?3 7 20 ' 6-0 '_ 1.6 Water Supply: (M.G.L c.40,§54) 1.7 Flood Zone Information: l 1.8 Sewage Disposal System: Zone: Outside Flood Zone? Public[ir Private❑ Check if yes❑ Municipal 0 On site disposal system SECTION 2: PROPERTY OWNERSHIPI 2.1vner'of Reco�rrd: lot. Ui/fri to ci fAS/ 14-l/9/Pole- )4 4a4 3.2 Name(Print) City, State,ZIP I. Ple5Fse lA641C 6/7- 7/q-0008 4GII/yoPe coeg p-mi1_C6tl. No.antreet Telephone Email Address SECTION 3:DESCRIPTION OF PROPOSED WORK'(check all that apply) New Construction t Existing Building®' 1 Owner-Occupied L Repairs(s) 0 1 Alteration(s) 0 Addition 0 Demolition lr' Accessory Bldg. ®- I Number of Units a Other 0 Specify: Brief Descri ion of Proposed Work'`: y S 43e, 1i cf 1Ve W 1--,/./YES 1 s P--n Phi Al es 93 87 SECTION 4: ESTIMATED CONSTRUCTION COSTS Item Estimated Costs: (Labor and Materials) Official Use Only 1. Building 4/, 0 0 , —► 11. Building Permit Fee:$5 ,3 Indicate how fee is determined: 2. Electrical $ I 1 gl Standard City/Town Application Fee �0 0 Total Project Cost' Item )x multiplier x 3. Plumbing I d 0 0 , --- 2. Other Fees: $ C t-3. --7 8I 4. Mechanical (HVAC) $ �1 List: \f 1 ®0 O, 5.Mechanical (Fire C � Suppression) $ Total All Fees: $ Check No. Check Amount: Cash ount: (00i 6.Total Project Cost: 00o0 .'3. 0 Paid in Full El Outstanding Balance Du : cl G 3 Y r SECTION 5: CONSTRUCTION SERVICES 5.1 Construction Supervisor (CSL) I CS bey I8 5 8/ .3 l O 'sf CHA $' �/ e.a.- ), /\,ro AJ<) License Number Ex irati Date Name of CSL Hdlder 6 c 3 Yt1 fs% )/A 11tav W RI List CSL Type(see below) C No.and Street Type Description Csf /ar Na u Ili MA g/ 7 U Unrestricted(Buildings up to 35,000 Cu.ft.) +,tit .(lo 3 R Restricted I&2 Family Dwelling City/Town,State,ZIP M Masonry RC Roofing Covering WS Window and Siding qq SF Solid Fuel Burning Appliances 6O'0' 3 6,1 -311/ I I Insulation Telephone Email address D Demolition j 5.2 Registered Home Improvement Contractor(HIC) /6/Q..—6 `3/C e?a 2 AY Pe a(~( e/j 1 C HIC Registration Number E iration Date IIIC Company Name or Regi tr t Name ' No. and Street �+4 PIS J Email address (? City/Town, State,ZIP Telephone ;�e i /v c) �L I 4,9 j1 I. C d 141 SECTION 6: WORKERS' COMPENSATION LNSURANCE AFFIDAVIT/(M.G.L. c. 152.§ 25C(6)) Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will result in the denial of the Issuance of the building permit. 1 Signed Affidavit Attached? Yes e No 0 SECTION 7a: OWNER AUTHORIZATION TO BE COMPLETED WHEN OWNER'S AGENT OR CONTRACTOR APPLIES FOR BUILDING PERMIT I, as Owner of the subject property,hereby authorize /, 40 ev 80,ieLs 9 0 C, to act on my behalf, in all matters relative to work authorized by this building permit application. 1 Uoc, C; lMory 06 ? 1--- Print Owner's Name(Electronic Signature) Date • SECTION 7b: OWNER' OR AUTHORIZED AGENT DECLARATION By entering my name below, I hereby attest under the pains and penalties of perjury that ail of the information contained in this-pplicati is true and accurate to the best of my knowledge and understanding. /ci, % 2a Print Owne s or Authorized A,,ent's Name(Elie onic Signature)ei......... Date NOTES: 1. An Owner who obtains a building permit to do his/her own work, or an owner who hires an unregistered contractor (not registered in the Home Improvement Contractor(HIC)Program), will not have access to the arbitration program or guaranty fund under M.G.L. c. 142A. Other important information on the HIC Program can be found at www.mass.gov/oca Information on the Construction Supervisor License can be found at wwvw.mass.gov;dns 2. When substantial work is planned,provide the information below: Total floor area(sq.ft.) 7C 7 ° (including garage,finished basement'attics, decks or porch) 1 Gross living area(sq. ft.) 7'3 7/ A' Habitable room count 13 Number of fireplaces / / Number of bedrooms S 1 Number of bathrooms t -7 Number of halfibaths / I Type of heating system (j is Number of decks/porches Type of cooling system Enclosed A Open r 1 3. "Total Project Square Footage"may be substituted for `Total Project Cost" 9' 7 a 7 p ' 1 _ 4, =� The Commonwealth of Massachusetts R ; Department of Industrial Accidents _n�_ 1 Congress Street, Suite 100 —":�_ Boston, MA 02114-2017 ,,,?.•' www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Legibly Name (Business/Organization/Individual): A•e Ai A).ey 1301 icy,,' / Al C • Address: 6 C7-3 'VL/p5/ J/91 JAI 6u/// /`! t - . City/State/Zip: W. Ya t, /1, , O 2 673 Phone #: .cp �- 3(o v- l'1 t Are you an employer?Check the appropriate box: Typeroject (required): ! I am a employer with a.. employees(full and/or part-time)." 7. ;_T\,tew construction 2.]1 am a sole proprietor or partnership and have no employees working for me in 8. D Rem deling any capacity.[No workers'comp. insurance required.] 3.D I am a homeowner doing all work myself. [No workers'comp. insurance required.]t 9. I Demolition 4 I am a homeowner and will be hiring contractors to conduct all workon my propemy. I wil! 1 H Building addition ensure that all contactors either have workers'compensation insurance or are sole 11.L Electrical repairs or additions proprietors with no employees. 12.1 Plumbing repairs or additions 5.L I am a general contractor and I have hired the sub-contractors listed on the attached sheet. These sub-contractors have employees and have worker'comp. insurance.: 1 •❑Roof repairs 6.0 w'e are a corporation and its officers have exercised their right of exemption per MGL c. 14.7 Other 152,§I(4),and we have no employees. [No workers'comp.. insurance required.] 'Any applicant that checks box Yl must also till out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. ::Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. lithe sub-contractors have employees,they must provide their workers'comp.policy number. I am an employer that is providing workers'compensation insurance for my employees. Below is the policy and job site information. n Insurance Company Name: C Gk.,A.`1 4pc v. 1 i"/-.-A 1 /v S - CO , Policy 1 or Self-ins. Lie.#: 6 .Z_Z v,3 8.H.337 y7b el 1 Expiration Date: 9' oZdS/p.?. Job Site Address: /g/ AI U f J 7,_e $' City/State/Zips YA A /V) Attach a copy of the workers' compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under MGL c. 152, §25A is a criminal violation punishable by a fine up to $1,500.00 and/or one-year imprisonment, as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. 1 do hereby certify under the pai nd per alties of perjury that the information provided/above is true and correct. Signature: r Date: /, 2e/V0,aA, Phone#: l�0 5'- 37 T -r .3 /7/ Official use only. Do not write in this area, to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1. Board of Health 2. Building Department 3. City/Town Clerk 4. Electrical Inspector 5. Plumbing Inspector 6. Other Contact Person: Phone#: TOWN OF YARMOUTH Sys ; •y' o BUILDING DEPARTMENT Y --t• y 114-6 Route 28, South Yarmouth,MA 02664 508-398-2231 ext. 1261 Fax 508-398-0836 cs BUILDING DEPARTMENT DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter I, Section 111 5, I hereby certify that the debris resulting from the proposed work/demolition to be conducted at ATe? R? /T i' 1 (� � 119r Work Address Is to be disposed of at the following location: AJg jy,51-/ 50 1 S lno54 Said disposal site shall be a licensed solid waste facility as defined by M.G.L. Chapter 111, Section 150A. 11 Signa re of Application 9�/VO ate Permit No. Sears, Tim From: Sears,Tim Sent: Monday, October 3, 2022 10:37 AM To: Chris Kenney Subject: 150 South St Chris, I have r iewed your application and there are some items needed. Plot plan stamped by Land Surveyor 2. Building height shown to comply with Table 203.4.2 of the Yarmouth Zoning Bylaw �3. Elevation Certificate based on construction drawings �4. Engineered foundation/structural drawings Please submit these items for review This email is considered a written denial of your permit application per Section 105.3.1 of the Massachusetts State Building Code. Section 105.3.2 states in part that "an application fora permit for any proposed work shall be deemed to have been abandoned 180 days after the date of filing, unless such application has been pursued in good faith" You may appeal this denial to the Building Code Appeals Board in accordance with M.G.L. c. 143 §100,within 45 days of this notice. Timothy Sears CBO Deputy Building Commissioner Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us 1 i - i lin ,-,• •, !ad..1 i,„ :-; . r- -3 ____ 17, I --t i ' I___la. ' ! 1 3' maw. _ , I. t -1 • ' IpI . iNt*I .-- :. I — P , -,.1 I' -... . , _ 1--- I; :I 1-, S'Ll_17.'---j. 1 1.1ii, illiiiH•,-: ! •' IL_ i I R-‘ 110 , •R. - . OH --- - 1 1 ; Ilaa I II- II r—ri , . 1111,411 - .41. _.••_. - —kW -- ' I- allial ' 0 I- ' -' '1 1- •-, -,ft- ' ME E_II • I -._ ---- I-L- .-II ' 1 I ---,--._ .. ' . , • 1 ,,,,,,. • .a ;- -.. --- . liki 111111 i _ , , , ,..1 r. II . . , , —i ginti ' 1,.......... .„,,,, ,,, .11' • -1,,,-....ill 11:::11:FM11=-'11:1-7•!- 1:11,L.1 '':',' .1110---11115 -4:,m, 11!,,,,a .,‘,.. • r ilt.Ii-'1: .'11 .,,.„ , - , 111121gIr I k •111.11111,i /11\ • 1 - .44-4444.4 -•••••••••• •••••.- 1 • 4,,,,, .7- -7,-,,, 1-.1 11 .,' i '14 ' .1'EL 1•.t.i_i.,.- . .1,4015,-,-.1-;-,-,4 l'i , ,-••., -‘*, ' '14 L__,...V.-:::,,72:,7741 ''. I*--*I11' 17-T'I' y -T ••-i--.4---* s..,i . V _,•., i . , I I - —- ---'.-i . ‘,ftliiiilljki lP: 4 1 .4.‘6 4 i 40, -..,-„,...,--N . , 1 ,, , . , 71111' -- - \, • 1. —1 „.\\. _ i; • I it---t:- -42--t : ;; , . 1`\. (3' 1 1 . 0 / , . r ki ' i , cr, __ . . ,, , __-,,,,, 41!'n 1__' . . 1 ____=2/- --- 1 -'1 . 1-. ' - 1 i tj'' rry• '' -II' Ilhq„ , '1 '' I. ii e 4 -- ti . . -.-.4.- ; ,, if- r• .--ra- , ..! I. , 1:4 3 ,3,331 ..__,, !.. z., r--,,,::: il .,-i ----. -- '•' f 1'II . t. I , / - , - _4, • , -, - 1 • . , .L .I,' 1 7 T 1 •1...--,,,—.m...._.g_RI 1 1 \\41 ,, ...................... . , ..:41,.... i-- Z Pr 1 1- i •1 1- ' • —r •0 e,-,,-1 I ,, ..--.. ! ( 'Zeit° - I' I I. ' - ; 1Cr1_, . 4, i ..-• 1 oig p i, . , IF ,,, ,. , , i,„,,,-at C. -------,----,,, -- . ,.,. . I _ ...._ .., f From: Chris Kenney kenneybuilders@hotmail.com Subject: Fwd:150 South St Date: October 4,2022 at 10:35 AM To: Larry and Fran Kenney kenbuild@comcast.net Sent from my iPhone Begin forwarded message: From: Eric Cederhoim <ejcpe@verizon.net> Date: October 4, 2022 at 8:08:12 AM EDT To: Chris Kenney <kenneybuilders@hotmail.com> Subject: FW: 150 South St Chris, Attached are the mark-ups I had originally sent Thanks, Eric ERIC CEDERHOLM, PE TRANSITION ENGINEERING, INC. P.O. BOX 576, Cotuit, MA 02635 508-404-0358 ejcpe@verizon.net TRANSITION ENGINEERING INCORPORATED From:Kenney builders, Inc <kenneybuilders@hotmail.com> Sent: Tuesday, October 4, 2022 7:21 AM To: Engineer Eric Cederhoim <ejcpe@verizon.net> Subject: Fwd: 150 South St Sent from my iPhone Begin forwarded message: ,_G -, rr ` �f kb 1 f',..,4 ,,,,,„,. „. / ,,„, . .. , .7,, , , . . , ,... , „. ,,,,...,/, „,:_,/ ,,...... • ._ , _ , . ,„. . ... .....,,, , ..., ,, _..,._,,, .. . ,.., ,...,,,./.„., ..„, _ r • � o 0 �'S s , ..% - 4.,_':. ?,ram: J 1t . ` r T s f ff,L Vju r f V� ra c. _ T ,..,.,,,.'./:,:/&;/,,.„-7:,'„,.',,7,.--.,,--.,„i--/,,i,,, '.c.',,,',,,.„,.-.'i.,-4,-,,',.i,:,,.:,--,---.-;4,--.,.7'..-.--",-''-,',..--'.-.t'„:,,"_„,*,-_A:-'A.--.v---f.,--,.."-.t,---.5-.,-.‘.1_,L'_,t'._-,,„.:,_:_,"-11.-./.:-,,/-,.-,c„-;,',./,;/''/g,:,",'_, --,'<,,:.','„./k..,,„,\.=,..)/,„.e,',./ ,-; , vi : ,w 4 U ' " Y k ti-V yp/ T ,. q f d' F' cr r .,'„.. ,3[ M1'4 'yam -- t' -{! `1,. yf- ,4 1c.„--,1,.,.„,,:-.-.,.,-,-..-'I a-wf,,.'„'.... t^ ,..1 �R ` yak. ', Yi{��p.- . ,' ,, .- i f JI, 'fie 1 d 5.<` rr 1 f s i t h"(j _.},.. :‘C crr -s r rf .• Y ar ./ y,. G r f w /( r. ri t '} ?2F' Z! rl J 'F`. q R J 'l1 `' v i-' 1 1 1 }., jr :f { `' ,,r�,s .. } 1 di j { -_- „ k _ ,- ._ 1',.. t E'er--' down cape engineering, inc, CIVIL NGINMP5& LAN15U V YOI:5 959 MAIN 51/ OUTkOlg 6A YA MOU1WOI?(, MA 02675 (508) 362-4541 FAX (508) 562-9880 Date: 10-14-22 TO: Mark Grylls CBO-Town of Yarmouth Building Commissioner FROM: Daniel A. Ojala,PE,PLS down cape engineering,inc .____L—~ --1 1.—C—R RE: #150 South Street, South Yarmouth MA (fka 181 River St). DCE Job#21-158 BUILDING HEIGHT CERTIFICATION This memo is to info inform you that based on my site survey and the construction drawings prepared for Joseph Gilmore revised 10-11-22 and stamped 10-13-22, (reduced copy attached),the ridge elevation will be 34.9' above the average natural grade at the street,slightly less than the 35.0' zoning maximum. Thus the building as proposed will comply with the zoning height requirement. Please do not hesitate to contact me with any questions. CC: Chris Kenney/Donald Meyer A a_, r W . ; , ,•�i4g98 $ i i tE E.AEI ey sitiww01054�, 41 1. tar. .r 0 Nil N d N N N ' , {Q iN.-, s..8., i1 /7/ '� x[ -- 1 I Q 1 J QIS 1 � lam; rY mmm Fm mm 1II le)I l Jq 6�:�=.+.d.. ti iLL atAi,ta.ii�OLL LLLL LLfC r"3 td.iri S�SSSf /l 7`-'R 1 TN ,1 , 1 , , f P41i! V 1-y i i , , ' ^ LI-Bfd 1 ^e p, .i i I , i s a ; II , ' 1 ill!! I 1 f` t Ord N _ I ,� _ 7 s . Rl LL fit~ I i Nj f f1 i 1 Ifl: 1 N 4 S pia f 1; 1 1 i , I w {!i jin ' , , : , -.o if I ,tom , 3s og6)1' I ' fail E 'i.l pp a �„oc m x f{ r, - yy,N� 0< /3•■I t y :f 411.___ ._ JJ it t b-.�=a>==—ms>ca um IIB.4 C • I i 3 yt 1 . t ,,.....4.i ., �� �""I. • V Sam '—�— : ' 3a aio o 1 d' H T al V p E,R •a i 9. f r `. {LA k �C u � k / N V 1. M ` X 1�\ .SV ri �i 4 .3.1i I .v=j, f t 2 rt � . t 3 - y a ri r it j 1-i, _, -Z1 0 - -- JJFT L? P _ y 7 '4" t ..it..... "? - - '4T: a ter. y , ..�__ "" f: ` Li- i tL is t.l.=— i = it l t, _ t .. i ,� it 1ii .; '` it1�-._ _.1 -,s A r Fi f t- uma ' L.^v- . ; ' i . i � T-k,d b x\ t' -.L5gt*3-: a a __ --- __ i ) �. 4, 1 f :t:':::47..-1''i::_!„_,.i...--;-711.,,:: . r:,..:'3' r `� i '— - -a .T AtI Project Title: Engineer: Project ID: Project Descr: Steel Beam S aeoopyiightENERCALC,r A9832020,Bala:1220.8.24 Lie.It:KW-06011643 transition Engineering DESCRIPTION: Garage Beams CODE REFERENCE ... -._ __ _ _ .__tea_ Calculations per AISC 360-10,IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties __.____ Analysis Method: Allowable Strength_ Design Fy:Steel Yield . 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending 0(0.1333f :e332) -, Lr® >< c 44 YY'16x50 Span=30.0 ft p I. i Applied Loads Service loads entered.Load Factors will be applied for calculations. Beam self weight calculated and added to loading Uniform Load: D=0.010, L=0.040 ksf, Tributary Width=13.330 ft,(floor) DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.351:1 Maximum Shear Stress Ratio= 0.087:1 Section used for this span W16x50 Sectisn used for this span W16x50 Ma Applied 80.611 k-ft Va:Applied 10.748 k Mn!Omega:Allowable 229.541 k-ft Vn!Omega:Allowable 123.880 k Load Combination +D+L Load Combination +DA. Location of maximum on span 15.000ft Location of maximum on span ZN of s 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs �, 3 p �+. #1 Maximum Deflection p ERIC J. > Max Downward Transient Deflection 0.511 in Ratio 704>=360 CEOEC J. p Max Upward Transient Deflection 0.000 in Ratio= 0<360 t 444 Max Downward Total Deflection 0.686 in Ratio= 524>=180 O STRUCTURAL h Max Upward Total Deflection 0.000 in Ratio= 0<180 u No. 38962 Maximum Forces&Stresses for Load Combinations 'off. Load Co _ --mbination__- Max Stress Ratios Summary of Moment Valdes 's' u_li�; of Shear Values Segment Ler9m M Span# M V Mmax+ max- Ma Max WmM Rrn ^{►a Max Vnx VnidOmega D Only Dsgn.L= 30.00 ft 1 0.090 0.022 20.63 20.63 383.33 229.54 1.00 1.00 2.75 185.82 123.88 +O+L Dsgn.'L= 30.00 ft 1 0.351 0.087 80.61 80.61 383.33 229.54 1.00 1.00 10.75 185.82 123.88 +D+0;750L Dsgn.L= 30.00 ft 1 0.286 0.071 65.61 65.61 383.33 229.54 1.00 1.00 8.75 185.82 123.88 +0,60D . Dsgn.L=030.00 ft 1 0.054 0.013 12.38 12.38 383.33 229.54 1.00 1.00 1.65 185.82 123.88 Overall Maximum Deflections __-____ -- -_� Max.•+Deft Location in Span Load Combination- Span Marc.`-'0e8 Location in Span Load Combination + __��--__ems__-_----- 1 06864 15086 00000 0. 000 Vertical Reactions Support notation:Far left is#1 Valdes in Kips 1 Support2 Load Combination Support _-_. bv®ra AXimum A--~�_---- 1 .7 of 748 __- Overall MlNi m um 1.650 1.650 D Only 2.750 2.750 +O+L 10.748 10,748 +0-.0.750L- 8.749 8.749 +0.60D 1.650 1.650 i it L Only 7.998 7.998 Project Title: Engineer: Project ID: Project Descr: Steel Beam Softwe.. ;ENERCALC,INC.19 3.2020,Budd:12.20.8.24 Lic.#.Kw-06011693 Transition Engineering DESCRIPTION: Beams above bedrooms CODE REFERENCES Calculations per AISC 360-10,IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties -._._a Analysis Method: Allowable Strength Design Ey:Steel Yield: • 50.0 ksi Beam Bracing: Beam is Fully Braced against lateral-torsional budding E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending oa($-,eLa"1S°°13'a) ' , D(0.09 5t S(0.03) b - )c W 10xQ6 fah Span=20.0 ft Applied Loads Service loads_entered.Load Factors .,.., + calculations. Beam self weight calculated and added to loading ��,s�� *s0q Load for Span Number 1 *f 3-I s Z.- Uniform Load: D=0.0150, S=0.030 klft,Extent=10.0->>20.0 ft, Tributary Width=1.0 ft,(roof) ERiC J. m CEDERNOLM --+ p STRUCTURAL b Uniform Load: D=0.010, L=0.020 ksf,Extent=0.0-»20.0 ft, Tributary Width=6.0 ft,(ceiling) 0 No- 38962 Point Load: D=2.640, L=1.0, S=1.80 k @ 10.0 ft,(Roof Beam) •c , . ' tom% DESIGN SUMMARY Design OK Maximum Bending Stress Ratio = 0.428:1 Maximum Shear Stress Ratio= 0.082 : 1 Section used for this span W10x26 - Section used for this span W10x26 Ma:Appiied 33.433k-ft Va:Applied 4.410 k Mn/Omega:Allowable 78.094 k-ft Vn/0mega:Allowable 4 53.560 k Load Combination +0+0.750L+0.750S Load Combination +0+0.750L+0.750S Location of maximum on span 10.000ft Location of maximum on span 20.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs Span#1 Maximum Deflection Max Downward Transient Deflection 0.173 in Ratio= 1,385>=360 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.497 in Ratio= 483>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations � _ . __n - -Max Stress Ratios Summary of Moment Vetoes Summary of Shear Values Load Combination _ Segment Length Span# M V Mmax+ Mmax- Ma Max Mnx MnxiOmegaCb Rm Va Max VnxµV a D idly o Dsgn.L= 26.00 ft 1 0.229v� 0.043 P✓� 17.87 . 17.87 130.42 78.09 1.00 1.00 2.29 80.34 53.56 4D,f Dsgn.L= 20.00 ft 1 0.370 0.075 28.87 28.87 130.42 78.09 1.00 1.00 3.99 80.34 53.56 +D+S Dsgn.L= 20.00 ft 1 0.354 0.064 27.62 27.62 130.42 78.09 1.00 1.00 3.42 80.34 53.56 +D+0.7501 Dsgn.L= 20.00 ft 1 0.334 0.067 26.12 26.12 130.42 78.09 1.00 1.00 3.57 80.34 53.56 4040.750E+0.7505 Dsgn.L= 20.00 ft 1 0.428 0.082 33.43 33.43 130.42 78.09 1.00 1.00 4.41 80.34 53.56 +0.60D Dsgn.L= 20.00 ft 1 0.137 0.026 10.72 10.72 130A2 78.09 1:00 1.00 1.37 80.34 53.56 Overall Maximum Deflections Load Combination Span Max."Del Max. Deft Location Location in Span Load CombinationaSpan . D+0.754L+0.7503 ______ 1 0.4969 10.057 O'er ___ O:t100 ' Project Title: Prolz ID: Project Descr: File.,Glrnor6.`ec6 Engineer Steel Beam ,. � .� , ' ` ` _ ` oftware� Transition Engineering Beams above ' Support notation:Far left m#1 vam�mmpsVertical Reactio Ins � `oa"""~. ~~~ Support I Support 2 ___-__—�__— —4��---4��- _ 0verallwiNimvm 0.9/ 1125 nunly 2.217 2.292 +i)+L 3.91/ 3.992 � ~o~e 3192 3.417 ^o^m750L 3.492 3.567 ~ ~o~0.750L+0J50S *.223 4.410 ' ~oaoO 1.330 1.375 _ L Only 1.700 1.700 o�n �zm nnn� � . . ' * � mu Project Title: Engineer: Project ID: Project Descr: _ __ ___---_ _ -File-C mae.et i Steel Beam s rS ERCA l.c.INc 1993 10 ender l�zo.824 Transition Engineering Lic.#:KW-06011693 DESCRIPTION: 2nd Floor Beams CODE REFERENCES __ ...._____.______ ___.:-__ Calculations per AISC 360-10,IBC 2012,CBC 2013,ASCE 7-10 Load Combination Set:ASCE 7-16 Material Properties _ ___ Analysis Method: Allowable Strength Design ��- Fy:Steel Yield: . 50.0 ksr Beam Bracing: Beam is Fully Braced against lateral-torsional buckling E:Modulus: 29,000.0 ksi Bending Axis: Major Axis Bending _ c��a-T3 . zt - ff -� 0(0:15)L(0.6) W12x22 ., eilk Span=20.0 R Applied Loads Service loads entered.Goad F R 4-s. for calculations. Beam sell weight calculated and added to loading ___._ .__ C*,t•"P.A.:,,2_ Load for Span Number 1 Uniform Load: D=0.010, L 0.040 ksf,Extent=0.0-»10.0 ft, Tributary Width=15.0 ft,(floor) 1 CEDERHOLM• m- , 61'RUCIURAL en O 38982 Uniform Load: D=0.010, L=0.040 ksf,Extent 10.0->>20.0 ft, Tributary Width=13.0 ft,(Floor) u No• ,, , e-+ Design OK DESIGN SUMMARY �►' - Maximum Bending Stress Ratio = 0.494: 1 Maximum Shear Stress Ratio= 0.117 :1 Section used for this span W1 2x22 Section used for this span W12x22 Ma:Applied 36.143 k-ft Va:Applied 7.471 k Mn!Omega:Allowable 73.104 k-ft VnlOmega:Allowable 63.960 k Load Combination +D+L Load Combination Location of maximum on span 9.657ft Location of maximum on spat 0.000 ft Span#where maximum occurs Span#1 Span#where maximum occurs- Span#1 Maximum Deflection Max Downward Transient Deflection 0.447 in Ratio= 536>=360 • Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.577 in Ratio= 416>=180 Max Upward Total Deflection 0.000 in Ratio= 0<180 Maximum Forces&Stresses for Load Combinations of ShearValues i at n - -_ati- of Moment Values Summary Load Combination Max Stress Raters _ ..n_ Summary Segment Length span# M V Mmax+ Mmax Me Max Afnx Mnxi0mega Cb Rm Va Max Vnx Vnxfomega DOny _ Dsgn,L= 20.00 ft 1 0.111 0.026 8.11 8.11 122.08 73.10 1.00 1.00 1.67 95.94 63.96 +0+L Dsgn.L=*20.00 ft 1 0.494 0.117 36.14 38.14 122.08 73.10 1,00 1.00 7.47 95.94 63.96 +0+0.750L Dsgn.L= 20.00 ft 1 0.399 0.094 29.13 29.13 122.08 73.10 1.00 1.00 6.02 95.94 63.96' +0.60D Dsgn.L.= 20.00 ft 1 0.067 0.016 4.87 4.87 122.08 73.10 1.00 1.00 1.00 95.94 63.96 Overall Maximum Deflections --- Load Combination Span Max.')Deft Locationin Span Load Combination Max '+•Deft---Location in Span +0+L 1 0.5773 9.943 0.0000 0.000 Vertical Reactions Supp ort notation:Far left is#1 Values in KIPS Load Combination Support 1. __Support 2 - ._ ._ _ ___ ._ Oval-IOW-Wiwi 7.471 6.971 OverallMtNinium 1.002 0.942 a 0 Only 1.671 1.571 +O+L 7.471 8.971 Project Title: Engineer: Project ID: Project Descr: FBe.�Yrtro�e.ec6�' Stec, Bearn Software•. ENERCAI C.iNC.19832020,Budd:12.20.8.24 Lic.#:KW-06011693 Transition Engineering DESCRIPTION: 2nd Floor Beams Vertical Reactions Support notation:Far left is#1 Values in KIPS Load Combination Support 1 Support 2 10+0.750L 6.021 5.621 +0.600 1.002 0.942 L Only 5.800 5.400 • A WC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CA4R .5301.2 1 I)' . Ed Check Compliance 1.1 SCOPE Wind Speed(3-sea gust) 110 mph _Z.. Wind Exposure Category B ....N.Z 1.2 APPLICABILITY Number of Stories(a roof which exceeds 8 in 12 slope shall be considered a story) 2.• stones s 2 stories I../ Roof Pitch (Fig 2) .,.,,,.................,....,....,.........1,•t2.-s 12:12 ,..- Mean Roof Height (Fig 2) ac22e5 ft s 33' -4...e• Building Width,W (Fig 3) ' ft s 80' --114 Building Length,L (Fig 3) b ft s 80' —.- Building Aspect Ratio(UW) (Fig 4) 1.6-.,1 s 3:1 ..,c.G.. Nominal Height of Tallest Opening2 (Fig 4) - .41:--03 s 6'8" _AG' 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) - ..Z. , • 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete Concrete Masonry utaL 2.2 ANCHORAGE TO FOUNDAT1ON'3 5/8"Anchor Bolts imbedded or 5/8'Proprietary Mechanical Anchors as an alternative in concrete onk, Bolt Spacing-general....... ... ............,................(Table 4) C.,.) in ....i.Z Bolt Spacing from end/joint of plate (Fig 5) av in.s 6-_12* __AZ Bolt Embedment-concrete (Fig 5) al in a 7" , ....- Bolt Embedment-masonry (Fig 5) , .4 .v. in.a 15 (Fig 5) ' ..../.4, Plate Washer 3 Y5 -)`4. a *— . 3'x 3 x 4'/' ‘,...°.- 3.1 FLOORS Floor framing member spans checked (per 780 CMR Chapter 55) ‘./. Maximum Floor Opening Dimension (Fig 6) tO` ft s 12' ../* Full Height Wall Studs at Floor Openings less than 2 from Exterior Wall(Fig 6).................,..................... %, Maximum Floor Joist Setbacks Supporting Loadbearing Walls or Shearwall (Fig 7) ..Q ft s d V" Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall . (Fig 8) _2 ft s d V Floor Bracing at Endwalls (Fig 9) -7. * Floor Sheathing Type (per 780 CMR Chapter 55)T. ..k...4. ....r11.te.-;?2P.. ,Z Floor Sheathing Thickness (per 780 CM Chapter 551, Wet: in. Ns". Floor Sheathing Fastening (Table 2).. I",d nails at. ID in edge/ 12-in field 4.1 WALLS Wall Height Loadbearing walls (Fig 10 and Table 5) 1.0_ft s 10' ". Non-Loadbearing walls (Fig 10 and Table 5) ICI ft s 20' Wall Stud Spacing (Fig 10 and Table 5) t/42_in.s 24'o.c. Wall Story Offsets (Figs 7&8) ..... 12ft s d VI' 4.2 EXTERIOR WALL.S3 Wood Studs 0 . Loadbearing walls (Table 5) 2xt- O ft 0 in. Non-Loadbearing walls (Table 5) 2x -10 ft-0 in. _ Gable End Wall Bracing 1 Full Height Endwall Studs (Fig 10). WSP Attic Floor Length (Fig 11) - ft aw13 t-IA Gypsum Ceiling Length(if WSP not used) (Fig 11)_,.................,........,....„.......„___ft a 0.9IV and 2 x 4 Continuous Lateral Brace©6 ft.o.c...(Fig 11). WA or 1 x 3 ceiling furring strips @ 16"sPacing min.with 2 x 4 blocking C!-.? 4 ft spacing in erid joist or truss bays7* Double Top Plate Splice Length (Fig 13 and Table 6) & ft V- Splice Connection(no.of 16d common nails) (Table 6) AWC Guide to Wood Construction in High Wind Areas:110 mph Wind Zone Massachusetts Checklist for Compliance(780 CMR s3o1.2.1.1) Loadbearing Wall Connections Lateral(no.of 16d common nails) (Tables 7) Non-Loadbearing Wall Connections 2--Lateral(no,of 16d common nails) (Table 8) Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) ft•.in.s 11' Sill Plate Spans ........ ......... ....._... .........,..,....(Table 9) 49.ft_44 in.S11' Full Height Studs (no.of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compii nceto Table 9) Header Spans...... (Table 9) ft ,.in,s 12' Sill Plate Spans (Table 9) ft in.s 12' - Full Height Studs(no.of studs)..............: ..................(Table 9) ._.1. -- Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously° Minimum Building Dimension,W , ,e Nominal Height of Tallest Opening2 - (ohs 6'8" ✓ Sheathing Type .....,.,. .(note 4) 11,2,".act' 't'kr`wsvi Edge Nail Spacing (Table 10 or note 4 if less).. ...... .... ... Field Nail Spacing • (Table 10) i in. ._;G Shear Connection(no.of 16d common nails)(Table 10) v Percent Full-Height Sheathing (Table 10) % ...„- 5%Additional Sheathing for Wall with Opening>6'8"'(Design Concepts): lit Maximum Building Dimension,L t, <+ Nominal Height of Tallest Opening2................. : .................. ........,...... .,......,, (0. 56'8" Sheathing Type (note 4):_....... wcap Edge Nail Spacing (Table 11 or note 4 if less) in. ✓ Field Nail Spacing ,(Table 11) ,...,.j ,.�.in, ._.1G Shear Connection(no.of 16d common nails)(Table 11)...: ...x _!G Percent Full-Height Sheathing (Table 11) 4% ,_ice 5%Additional Sheathing for Wall with Opening>6'8'(Design Concepts) bLk.. Wall Cladding Air, --us,s. iwpA 'Pout v w a 'jAn4 t, 17ca'2 S Rated for Wind Speed? 5.1 ROOFSofframing member spans checked? (For Rafters use AWC Span Tool,see BBRS Website) Roof Overhang (Figure 19)................ ft s smaller of 2'or U3 / Truss or Rafter Connections at Loadbearing Walls Proprietary Connectors Uplift (Table 12). . ....:. ......... tU-Zo Of Lateral • (Table 12) ,L1--1-34o pit . Shear (Table 12) S='� plf Ridge Strap Connections,if collar ties not used per page 21... (Table 13) 1.=t W pif 1.---- Gable Rake Outlooker....:.... ...... (Figure 20).............._,.ft s smaller of 2'or 1/2 ✓ Truss or Rafter Connections at Non-Loadbearing Walls Proprietary Connectors Uplift (Table 14) U lib. Lateral(no.of 16d common nails)...(Table 14).,.— . ......... ......... .L��j8). Roof Sheathing Type.... .......... ,..,.. ..... .....(per 780 CMR Chapters 58 59) ........,., Roof Sheathing Thickness 7 in.a 7J16"WSP Roof Sheathing Fastening (Table 2) Lo.".K �. . .1.7't s - _... - Notes: 1. This checklist shall be met in its entirety,excluding the specific exception noted in 2,to comply with the requirements of 780 CMR 5301.2.1.1 Item 1. If the checklist is met in its entirety Dien the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a: Steel Straps per Figure 5 ° " b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 d. All Straps per Figure 17 e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. Exception:Opening heights of up to 8 ft shall be permitted when 5%is added to the percent full-height sheathing requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in.nominal thickness pressure treated#2-grade. „„, tiorrorionwea.ln ot Ma-ricachitsr-rt4, Chicion:of Occupatomoi Scion or Sul;Cing Raguintiovis stan,t4rd..„ nstCtiikSlitrernf-tr -7:- CiS-CG18 Fpirrn*0 1 13:2024 CHRISTOPHER T KENNEY 803 WEST YARMOUTH RD "MIN WEST YARMOUTH MA man OMMISS/COET 4iTi/ ii (../% Office of Consumer Affairs and Business Regulation 4 000 Washington Street- Suite 710 Boston, Massachusetts 02118 Homo improvement Contractor Registration Type: Corporation Re,, liblration: at6 KENNEY BUILDERS NC- Expiration- 0,1,16,20V- 603 WEST YARMOUTH ROAD WEST YARMOUTH.MA 0Wri Update Address and Return Genti• Otiunt1 Ceduiumn-Mails it flu;ittess Fieguiv;icr ROME'IMPROVEMFMT COtttRACT011 flegatration yolk'for individual use Only TYP : befOrie the expiration date, it toiniel ratan toi Registration Ea li54 Office of Conourner Affeire artO Milan=Regulation 0:3;157.7,44 woo Wizening/on Street-Suite 710 Hasten,MA Mlle i_NP4LY =PIC. - / NNFY Etti wiareArimoti-H FloAD Not vat” with() signahire 'YARW)1;1 U2672 Underscorotari A CERTIFICATE OF LIABILITY INSURANCE DATE(MWDDIYYYY) 11/11/2021 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the polioy(ies)must be endorsed. If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER NNAMTTACT Matthew Sumares COCHRANE & PORTER INSURANCE AGENCY ( "p, (781)943-1682 WC.No): ADDRESS: mriddell@bakkerinsurance.com 981 WORCESTER ST INSURER(S)AFFORDING COVERAGE NAIC# WELLESLEY MA 02482 INSURER A: AMERICAN ZURICH INSURANCE COMPANY 40142 INSURED INSURER B: KENNEY BUILDERS INC INSURER C: INSURER D: 603 WEST YARMOUTH ROAD INSURER E: WEST YARMOUTH MA 02673 INSURER F: COVERAGES CERTIFICATE NUMBER: 715550 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR ADDL SUBR POLICY EFF POLICY EXP TYPE OF INSURANCE LTRix5D WYD POLICY NUMBER (MM/DD/YYYY► IMMIDDIYYYY) LIMITS COMMERCIAL GENERAL LIABILITY EACH OCCURRENCED $ AGE TO CLAIMS-MADE OCCUR PREMISES SES(EaENTED occurrence) $ MED EXP(Any one person) $ N/A PERSONAL&ADV INJURY $ GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ POLICY PRO JECT LOC PRODUCTS-COMP/OP AGG $ OTHER: $ AUTOMOBILE LIABILITY COMBINED SINGLE LIMB $ (Ea accident) _ ANY AUTO _ BODILY INJURY(Per person) $ ALL OWNED SCHEDULED AUTOS AUTOS N/A BODILY INJURY(Per accident) $ _ _ NON-OWNED PROPERTY DAMAGE HIRED AUTOS AUTOS (Per accident) UMBRELLA LIAB _ OCCUR EACH OCCURRENCE $ EXCESS LIAB CLAIMS-MADE N/A AGGREGATE $ DED RETENTION$ $ WORKERS COMPENSATION N/ PER OTH- AND EMPLOYERS'LIABILITY eN Y/N STATUTE ER ANYPROPRIETOR/PARTNERIEXECUTIVE E.L.EACH ACCIDENT $ 500,000 A OFFICER/MEMBEREXCLUDED? N/A N/A N/A 6ZZUB8H33747621 09/25/2021 09/25/2022 (Mandatory in NH) E.L.DISEASE-EA EMPLOYEE $ 500,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 500,000 N/A DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) Workers'Compensation benefits will be paid to Massachusetts employees only.Pursuant to Endorsement WC 20 03 06 B,no authorization is given to pay claims for benefits to employees in states other than Massachusetts if the insured hires,or has hired those employees outside of Massachusetts. This certificate of insurance shows the policy in force on the date that this certificate was issued(unless the expiration date on the above policy precedes the issue date of this certificate of insurance). The status of this coverage can be monitored daily by accessing the Proof of Coverage-Coverage Verification Search tool at www.mass.gov/Iwd/workers-compensation/investigations/. CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Town of Dennis ACCORDANCE WITH THE POLICY PROVISIONS. 685 Route 134 AUTHORIZED REPRESENTATIVE South Dennis MA 02660 Daniel M.Cro vey,CPCU,Vice President—Residual Market—WCRIBMA ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD CAPE COD HUE R.S. RATERS Cape Cod HERS ater PO Box lobo ge South Yarmouth, MA 02664 vj (508);737 8011 Code Verification: The following home plans, as proposed, for 181 River St. in South Yarmouth, MA meets the necessary HERS Index Score rating needed to comply with the 2018 IECC energy code requirements with MA stretch code amendments. PROPERTY/BUILDER INFORMATION Date: 4/1/2022 Building Name: 181 River St S Yarmouth Rating Org.: Cape Cod HERS Raters Owner's Name: New Residence Phone No.: 508-737-8011 Property Address: 181 River St. Rater's Name: Chris Picariello South Yarmouth, MA 02664 Rater's No.: 6397177 Builder's Name: Kenney Builders Inc. -Chris Kenney Builder Address: 603 West Yarmouth Rd. Rating Type: Projected Rating West Yarmouth, MA 02673 Rating Date: 3/1/2022 Weather Site: Barnstable, MA File Name: 181RiverStSYarmouthREM.big GENERAL BUILDING INFORMATION Conditioned Floor Area (sq ft): 7391 Housing Type: Single family, detached Conditioned Volume (cubic ft): 18000 Foundation Type: Enclosed Crawl Space (Vented) Insulated Shell Area (sq ft): 14390 HERS Index: 51 """"'+ Number of Bedrooms: 5 BUILDING SHELL Ceiling w/Attic: R-49, OPT, U=0.021 Window Type Anderson 400 Vaulted Ceiling: R-38, 10-24, U=0.030 Window U-Value: 0.29, 0.28, 0.27 Above Grade Walls: R-21, FG2, 6-16, U=0.058 Window SHGC: 0.29, 0.28, 0.27 Foundation Walls (Cond): N/A Infiltration: HTG: < 3.0 ACH50 CLG: < 3.0 ACH50 Foundation Wall (Uncond): None Duct Leakage: <4 CFM/100sq ft of Cond. Floor Area Frame Floors: R-30, FG2, 10-16, U=0.035 Total Duct Slab Floors: N/A Leakage Limit: <295.64 CFM25 MECHANICAL SYSTEMS Heating: Fuel-fired, Hydro-Air with Boiler; 95%AFUE Cooling: AC Condenser(Electric); 14.0 SEER Min. Water Heating: Fuel-fired Combi-Boiler; 0.95 EF Min. Programmable Thermostat: Heat: Y Cool: Y Note: Where feature level varies in home design, the dominant value is shown Alt components must be field verified ft tested prior to certifying a Confirmed HERS Rating for occupancy. Please contact us with any questions or to schedule your inspection. Prepared By: Chris Picariello Certified HERS Rater Cape Cod HERS Raters 1 1 TOWN OF YARMOUTH HEALTH DEPARTMENT PERMIT APPLICATION SIGN OFF TRANSMITTAL SHEET To he completed by Applicant: / 56) S 6(..A.07 c_51--. "----- , _,,,., Building Site Location: -71-Fi—AlTE,7777-64" 4.3 . Yi4 /, ..A.ru,.;i If, iii,--) Proposed Impfiovem : ,g e 1-f q v e V e"-:Y I S7-1). A.,P , /1-7101 ti - $ I cP Al`I' tdti 1,-1143 'L.(C.--- r: Applicant: n c Afw.4) i ‘..,(.., I 'No i Tel. No.:.6038-- 19 171- 3 I 77 iv A C, C)c) 3 WP 6 i Y tv, ).( 0 ‘,--ri/ fko Date Filed: **Ifyou would like e-mail notification of sign off please provide ei.mail address: -----.' cm Owner Name: V 0 e.. c.J.,t; 1pfor •e- 6,I 7 O. Address: ri 0i-g e 4 )4 NAt.. Owner TeL No.: 7/ - c c9 0 8 t-A,s / 14,R ) ie i k NIN RESIDENTIAL AND/OR COMMERCIAL 4UILDI G 1 ' HEALTH DEPARTMENT: Determines CompliancelStateincl,TpAn'Regulations; i.e., Requirements For Septage Disposal aittl ther Publii8'Health Activities. i - Please sulTit thrqeA3rcopies of pl4ns, to include: 1 (1.) , Site Plan shuwing existing 1*Ildings, water,line location, i (6\and septic sysyrn)locAtibn; . (2.) Floor plan\iitbeliug ALL rooms within building i all e*Fting andtproposed) — I i , t Nte: Flooripans not required for decks, sheds, windows, roofing; (3.) , If necessary, liile 5 application signed by licensed installer / , ‘ / wjth fee. ,f-i y , REVIEWED BY: Cotro: ,a (7 c,..-_,--) - ''' DATE PLEASE Nary/ COMMENTS/CONDITIONS: , /' i ,' I mo rmarmIrl, ir Imr. dcwriii, s iiiiiMallitifM/A , it 1 :y - TOWN OF YARMOUTH WATER DEPARTMENT ;Os .t\r4,\ 99 Buck Island Road ':��MardcHeese � West Yarmouth, MA 02673 Telephone: I508) 771-7921 • Fax: 608) , 71-7998 BUILDING PERMIT APPLICATION FOR WATER DEPARTMENT SIGN OFF TRANSMITTAL FORM BUILDING SITE LOCATION: _ � C 0L � cs' PROPOSED WORK: /11 --1.-v APPLICANT: X - t ac)( I ADDRESS: l YAI, a TELPHONE: z 63 g C'L -_- 3 i t L / S6 /// L curl, RESIDENTIAL AND /OR COMMERCIAL BUILDING Water Department: Determines Compliance of Water Availability and or existing location Engineering Department: Determines Compliance for Parking and Drainage Conservation Commission: Determines Compliance to Wetlands Act; i.e. If lot(s) border any type of wetlands, streams, ponds, rivers, ocean, bogs, boys, marshland, ETC... I Iealth Department: Determines Compliance to State and Town Regulations, i.e. requirements for Septage Disposal and other Public Health Activites Dire Department: Determines Compliance to State and Town Requirements for Personal Safety, Property Protections, i.e. Smoke Detectors, Sprinkler Systems,etc 7// 7) / APPLICANT SIGNATURE D E OFFICE USE: COMMENTS ON P . (MIT APPROVAL OR DENIAL al r- " e/ )//s t//J‘- r-v i c-c f A L% . .1 -- J IA,7dV / 2 ! ,_j-e r-i .i -c , 14 7t4-6 t t g")i ��J/U.- rY �)d t/•r l ..i 1 ,d12-L. vJJ Jo • 9 ( 00/ REVIEWY WATER DIVISION (SIGNATURE) DATE o aY94' � %- TOWN OF YARMOUTH - " - .. 1146 ROUTE 28 SOUTH YARMOUTF1 AMASSACI IUSEITS 02664-4451 •'•, "tee t.gce+ g.' Telephone(508) 398-2231,Ext. 1250—Fax(508)760-4830 Engineering and Surveying Division Building Permit Review Residential and ;br Commercial Buildings Name of Applicant: /' e._ r• ,pt�itJ�s /i(JC. cIr/,5 L C ^� Telephone or Email Address: 5"• 3 - 3/II : �< f� A C CI Proposed Building Location: /8/ Ru /V e e-, S / ,cl, Date Submitted: Vilie2 .2 a Requirements for review: Please submit one(I)copy of plans, to include: I. For Residential: Site Plan showing proposed and'or existing buildings, proposed contours with bench mark,water service location,and septic system location. For Commercial: Site Plan showing details required by the Zoning By-law and revisions required by Site Plan review, if any. Note: Site plans must be signed and stamped by a Licensed Professional Land Sur eyor and Engineer or Sanitarian. 2. House or Building- Floor Plan(s)and EleN ation Plan(s) 3. One(1)copy of application. Amanda agsally signed by Amanda Lima cn=Amantla Lima a=Enyneed g 2/8/2022 Divison,arr=Vazmena DPW, �naii-alima(dJyamvuM me aa oUS Reviewed By: Lima Dare 2022 02 08 16 22Dy-05',UO Date: • PLEASE NOTE Comments,Conditions: Disturbance may trigger Yarmouth Stormwater Regs for >1 acre. Check with conservation department. Discharge roof drains to dry wells. Address change to 150 South Street initiated. lot Proved m Recycled Paper of-Y`lit " �t Town of Yarmouth Conservation Office ok ': y kcirantvarmouth.ma.us r' � �' Conservation Commission �MATTA N [3 Y�y Building Permit Sign-off Application TO BE FILLED OUT BY BUILDING PERMIT APPLICANT: Building Site Location: 1 J O 50— — S t- SO v*k, I GJ m U Vk1A Map# 3 lam, Lot(s)# Z (11 2- " 1 Property Owner: J 04 C t k vino K Date filed: 1 - U 22 *Applicant: )o ? l-t�\ N0 (-t. Applicant Address: ik G l S2 \ , L lam(: G.S :} WG tpat2 Email: ) U (I w.0 r4 Go g C i ,Nn Li;\ . (ur' Telephone: Ct 11 1tdl 490 0t" Please note:by submitting this application,th pplicant grants permission to the Conservation Office to enter the location to conduct a site visit(if needed). Proposed Project Description: CO(N, S (V 0-WA of \c'o , r ? oo\ \ _Vc)A-%L, A M/4 W"A l S Site Plan Title/Date: S t F t (50 So v H' S j- ( .“ } S .- to - 22 TO BE FILLED OUT BY CONSERVATION ADMINISTRATOR: Does the proposed project require a permit? U Refer to: SE83- 2:2) Z\ or DOA permit Comments from Conservation Commission: Approved Conditiorially Approv Rejected Conservation Commission Sign-off Signature: 5,-fitVevDate: M� *TO APPLICANT: All work-related debris shall be taken offsite or disposed in a legal upland location. At the end of each day, the area shall be clean and no debris shall be in the Resource Area. If work is permitted under an Order of Conditions, please arrange a pre-construction site visit with the Conservation Administrator. At the time of site visit, the MassDEP File Number sign must be installed, along with the erosion control/work-limit line. A copy of the Order of Conditions must remain on-site during construction. Please refer to the Order of Conditions for further details.