Loading...
BLD-19-2107 f , ► ONE'& TWO FA1OILY ONLY-BDI DING PERMIT Tawtt of Yarmoath BalIdmgDepartment .•'oP_r 1146 Route 28, South Yarmouth,MA.02664 1492 _ 508-398-2231 ext. 1261Fax508-398-0836 sf V. , Massachusetts State Building Code, 780 CMR `'� BuillirzgPermit4ppliccrtivn To Construct Repair, Renovate Or Demolish a One-or Two Family Dwelling This Section Far Official Use Only latarring Peroat Number: £1 )—/9 o 2/bg I Dee Applied: �' � VED � � ra,�d�1, A /' ° , a .3 D Bn7dmg Of tial(Pant Name) / $] e jts 0 9 2016 SEUnONI:S11$]PTORMI,TION BUILDING DE 4 FITMENT 1.1 Pra p erty Address: 1.2 Assessors Map &Parce1Nv ers — -- _ ____— S I 1-145cgo2VP 0? Ida Is this an accepted street? yesno map Np *nher Pmei Nether _ L3 Zoning Information: 1.4 Property Dimensions: R E C I V E D g Zt Diso:ict Proposed Use LatArea(sgft) Fn ge(ft) 1 v BrZding Sethac ( 2019 F oatYard I .ILOING� I Side Yards Rear Yid BUILDING D: PARTMENT Regthed I Prided Req¢sed Road provided. Icxt i a Clam. o 30 viIert1.6 Water S•aPPIF•• (14-a .,454) 1.7 Zone Tninnizti a: L8 Sewage System.: Public C? Pur ❑ - Zr: _ Ovide Flood ate? CheckiL yes= Iyr, #.aI Cl On six d scowl use EI SECTION 2: PrR.OPPI2.TY 0v s= 2.1 Owner:of Record: tAtY raw "5-% v i w&r YMnov714 a 02-67 ; Nam (TL ) City,5--*--,M Na Si k cod-93-anb UFS/040 eA e..e , Lelephme Fn'-11.A ± ss SRCTION 3:IDESCRIpTI01`I 03 PROPPO'N:i)WORK''.(ch,ck all fait apply) ' New Cann-action 0 I F--tgBvla ❑ I Ow er-Occcrvied 0 I R,ep`ir;(a) ❑ I at_tc(s) p-+"?-t�,Etdon ❑ DemoI oa 0 I Accessory Bldg. 0 I NTmber ofUtt_ I Offer ❑ Spee Brief Des¢#tion o`Proposed Wald: a d1267., !G fU}6A! veke - FghAe Aire-v0 H)A1,L e .44;) = aci1.ONz'.:• i± ,dN 1-CiOJ G'7( YEQ•`;.18.. , .': `;•.=:.- In Esti .-d.Cost: :: . - 3c2.. qe Dz -" .: (Labor Fad.lir" - •ata) s.`.. . : • • :: . I. B-1d s � 1-v)Q J.. B„l Pl.— F. 4'1 U '� z ":_ .rte :`�.• �._iect�a21 I _ 0 b -0 Smfd.rri_4-7/1713-7i4:-At-- .. .-- f4::-:::172_,:...i..,,,;..... 3. Pill-mitc I ' p ! O {3.1au1 •Liti.yject-''0c�_ T —'7_T:V45-�= _'Ct _= --..1' .. , 000 1 •:OLSPec : S. ,' - _, • 4.Mech acal t VA_C) I S • ..• ._ = ' z. -2-.2-7:4 -- - r' . „1) s Y"( .ta`'� T:Al _-4,risr'.— - _ _ __ _ -- 6. Total Projectd G'c :14:•.= _C'G'e titar„„ Cost19 ? )000' U m?4a-ncia . . _ CaoL,_. . S ?3D. t ` 5.S Construction.Sap cry or License Number Type see below) r 'r' . r:.tCSI..typ No. r7�ea£CSL - Dp�paon . 4a i Street ® tire- :m1dm� •to 3'000 ea : f, Cit and Sn,St �l l Restricted l&2E:,•+ Dw - iti'MIS 1 ' - e. I ZIP Wepasessertililli arilliin _ �l D Demalitza �p `1___ ��SS x'15311 G Tel .hone ;arson°ae 5 Re ,,,„dHar, e Improvement Contractor(IIs Ci HCRe 1, QUI .,1. • ' ,Ake-Last ,1 M - . J� "1 HCC o- zsy N�az EC Re Kane • o e • 1131-3'L'�� • Na.and Step address �i '�h(1.C`Zfiti Tel .hone CS, c..1,5-1.6 2•SC(�� . Csyaa Sly,r2 c CE IF�A�iT ClY1 ' . ' COMPEtakTI.ON INSII e m . MON 6:WORD a�lat&and.sabered QPIjati m- EEthic 41°` cle wai{..s5 Cou�P�i saonT �'"fe aad3�R,�i nstbe c ` thisa�d3.vit Ng-Insult-late denizl of the Issnznae of the bm7du-eP P� A3mched2 Yes ..........I No.........._C Suede " ORTA-TION TO B3 CO-Lair-JD 5✓C-T!S A TSO CTOR ET.TP:'.SFOP igur1Dy-GP... . O�is'1�.'S Ate'" OR CO_ i- I, as Qo-oifra .ject .city,hereby m „s zd this bald Pam`,PeonlI``11 to 2-LL�' t ' /' p �,��) 1➢E ., e Ot ir • sw s '�� pmt ,TJ 10_ i * =GX s�csot Tb:ow--Ns---dog= Cr • • e below,Ih oy stSa the cos Sri mes o=p i all.oithe titration. { ��nca thcZOC�m 'S�1 '27.aL is tib 2LCLr"��fLe best ai mylinoc '' �dmda� e•/0/8P0 l7ar • a d? t'sblaae t�.ecttimCsi �) -. • P�tOw�ez'sa TI01 : . L rs ? .... . c. 1 o oi.watorn lerwk'aores` --•� to dah•ckC Jbkes S iO the � 1. Cotte 0& heHonmld p �p=aE"�)t not ba p caibG13. �c�.o'tel�7loTc_cu C6Ct-�SC�T� nJaa�aL�eEC-rOE� (,atr dnt� Gi c.I4 Othat ort d� casn.at. p-a2-�or 1r�' ed'" C n LL cimS t�:arlice ec.beth . �n__ S=�,Tnn,—,man pate�the��•a='b eloa: �eula��t dec'�ar p��hl subs vat pro umc below: ��=;gin&bas 2. Wlenslh I 4 �lemco-z Taaltoolg.=ea(sfr) Taal to c 1,aossIn trvn; a(oe ti-----___________ =.ba OT-1,ar ws Nva afb epl2ces oo-'aes --' l caber ofb ams Nva ofdech ��-_ �,�� yclose&______---ppm. � TyypeDi�L?TT'n,e,�7 TSPea*co ,csis� — _ at COC 3. �iotCPmjedSa Fan -s 1 � The Commonwealth of Massachusetts . • t t — �B Department of industrialAccidents = `L— 1 Cono ess Street, Suite 100 • :WS' 9" Boston, MI 02114-2017 t www.nzass.;ov/din Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers. TO BE FILED WITH THE PERMITTING AUTHORITY. Applicant Information Please Print Leeibly Name(Business/Orenn;v tion/lndividnal): AA U Li et) 7St )407("("A t Af 146?6t,M)6 t LC—. Address: To 30)C 77j7 City/State/Zip: /144415114, M)LL5 A44- Phone#: 5&-737-32stiq Axe you an employer?CI Eck the appropriate box: Type of project(required): I.C1- a employer with V employees(full and/orpar!-time).• 7. ❑New const-uction • 2.01 am a sole proprietor or partnership and have no employees working for me in 8. aninTodeling any capacity. [No workers'camp.insurance required.] 3.0 I sa homeowner•doing all work myself[No workers'camp.instance requced_]t 9. ❑Demolition m 4.0 I am a homeowner and will be hiring contactors to conduct all work on my property. I will 10 ❑ Building addition ensure that an contractors either have workers'compensaion msuzzce or are sole 11.0 Electical repairs or additions proprietors with no employees. 12.❑Plumbing repairs or additions 5.0 I am a general cottacmr and I have Eked the sub-contractors listed on the attached sheet. ' These sub-comrac ors have employees and have workers'comp.insurance.? 13.0 Roof repair 6.0 We re a corporation end its officers have exercised their right of exemption per MGL c. 14.0 Other 152,§1(4),and we have no employees.[No workers'comp.insurance required.] . *Airy applicant that checla boxel must also fill out the section below showing theirworkers'compensation policy information. t Homeowners who submit this affidavit indicating they a._doing all work end then hire outside contactors must submit a new affidavit indicating such. Contactors that check this box must attached an additional sheet showing the name of the sub-contactors and state whether or not those entities have employees. If the subcontractors have employees,they must provide their workers'comp.policy number. . 1 am an employer that is providcng workers'compensation insurance for my employees. Below is the policy and job site information. Insurance Company Name: q� / C- Policy:or Self-ins.Lic.r: Li(-(ira )OGO/330 pot it Expiration Date: y/3p/5C/ lob Site Address: $1 H*1:30/C i1) kJ&57 7 City/StatWZip:/bj4 OZ6,7 7j 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$250.00 a day against the violator.A copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify under ttheeipains�and penalties of perjury that the information provided above is true and correct. /J Date: • Phone4: 521 fl?-30V? - Official use only. Do not write in this area,to be completed by city or town official • City or Town: Permit/License Issuing Authority (circle one): 1.Board of Health 2. Building Department 3.City/Town Clerk 4. Electrical Inspector S.Plumbing Inspector 6.Other Contact Person: - Phone#: gce , o armo , 508-398-2231 ext.1261 Fax 508-398-0836 1 • BULDINO DEPARTTNL=Nl • DEMOLITION DEBRIS DISPOSAL AFFIDAVIT Pursuant to M.G.L. Chapter 40, Section 54 and 780 CMR, Chapter 1, Section 1113, I hereby tiiy th At the debris result;n Q fiuul the proposed dem: iEat to be ' conducted. d� o/ R> 4) `1, 00111- Work Address Is to be disposed of at the following 1oca on: Yna44017fir 7*01,U}f,2 IS77O4) .Said disposal site shall be a Lceased solid waste facility as defined by M.G F. Chapter 111, Seco.ot. 150A. Witr ?hair Signatar of Application� Date Permit Na. i„ c929p p t mmonrr r/I/r ` IkOffice of Consumer �lry ��r�' 1 �' I HOME IMPROVEMENT CONTRABusiness CTOR �� sim L9 PE:LLC i 175312 05/02/2019 MULLEN BUILDING 8,PiEMODELING,LLC. o DOUGLAS MULLEN 87 HICKORYHILL CIR `2,GiD„� OSTERVILLE,MA 02655 U Undersecretary Commonwealth of Massachusetts V Division of Professional Licensure Board'of Building Regulations and Standards Construct on'$dpervisor CS-081995 ' spires:0,1/23/2020 7 hi • DOUGLAS W'MULLEN a : g 87 HICKORY HAL CIR t A" OSTERVILLE MA,02655'• irk/\}'_Illy`\ 'd. .A Commissioner CK`- s • DATE' CERTIFICATE OF LIABILITY INSURANCE oi3o18 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 poliey(ies)must have ADDITIONAL INSURED provisions or 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 CONTACT Ashley Paiva NAME: Eastern Insurance Group IA/C,N.Ertl: (508)997-6061 (AIX No): (508)990-2731 439 State Rd. E-MIL apaiva©southeasternins.com ADDRESS: P.O.Box 79398 INSURER(S)AFFORDING COVERAGE NAIC e North Dartmouth MA 02747 INSURER A: Arbella Protection Insurance 41360 INSURED INSURER B: AEIC Mullen Building&Remodeling LLC INSURERc: PO BOX 1274 INSURER D: INSURER E: Marstons Mills MA 02648 INSURER F: COVERAGES CERTIFICATE NUMBER: 2017-18 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. NOTWITHSTANDINGANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAYBE 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 XP TYPE OF INSURANCE ADDL SUBR POLICYLI-F POLICY L LTR INSp VND POLICY NUMBER (MM/DD/YYYY)- (MMIDDIYYYY), LIMITS X COMMERCIAL GENERALLIABIDTYEACH OCCURRENCE f 1.000,000 DAMAGE TOREN iLD 1000 CLAIMS-MADE X OCCUR PREMISES(Ea occurrence) S 0,0 MEDEXP(Any one person) $ 5,000 A _ 952004321403 09/08/2017 09/08/2018 PERSONAL BOON INJURY E 1,000,000 GEN'LAGGREGATE LIMITAPPLIES PER: GENERAL AGGREGATE f 2,000,000 X POLICY ❑JELOC PRODUCTS•COMP/OPAGO $ 2,000,000 OTHER' $ AUTOMOBILELIABIUTY COMBINED SINGLE LIMIT $ 1,000,000 — (Ea accident) ANY AUTO BODILY INJURY(Par perecn) $ A OWNED v SCHEDULED 1020024224 11/12/2017 11/12/2018 BODILY INJURY(Per accident) E AUTOS ONLY AUTOS — HIRED NON-OWNED PROPERTY DAMAGE X AUTOS ONLY x AUTOS ONLY (Per accident) f Uninsured motorist BI f 250,000 UMBRELLA UAB OCCUR EACH OCCURRENCE _ $ — EXCESS LIAR CLAIMS-MADE AGGREGATE f _ DED RETENTION$ E WORKERS COMPENSATION - PER 0TH- AND EMPLOYERS'LIABIUTY YINSTATUTE ER , B ANY PROPRIETOR/PARTNER/EXECUTIVE Q NM WCC50050133082018A 04/30/2018 04/30/2019 E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBER EXCLUDED? (Mandatory In NH) E.L.DISEASE-EA EMPLOYEE S 1.000,000 If yes,describe under — 1,000,000 DESCRIPTION OF OPERATIONS below E.L.DISEASE•POLICY LIMIT E DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES (ACORD 101,Additional Remarks Schedule,may be attached If more space la required) CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Display Purposes Only ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE�g I et ®1988-2015 ACORD CORPORATION. All rights reserved. ACORD 25(2016/03) The ACORD name and logo are registered marks of ACORD • -• RECEIVED • - • OCT 23 2018 Ott.0FY� y BUILDING DEPARTMENT TOWN OF YARMOUTH ) BUILDING DEPARTMENT 4• �/4. 1146 Route 28,South Yarmouth, MA 02664 "*"`�` Telephone 508-398-2231 ext. 1261 fax 508-398-0836 Contractor's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: 8I HARBOR R13 W ‘iii RMOJ;N „t^A O Z L'72 Parcel ID Number: .17;--7 f Owner's Name: 'SA^A Cr Al LOU get/5T61 /t) Contractor: L 7U6W1-c Mt/L14/0 Contractor's license Number: °0Gp l -o S • Date of Contractor's Estimate: wMf I hereby attest that I have personally inspected the building located at the above-referenced address by the nature and extent of the work requested by the owner,including all improvements,rehabilitation, remodeling,repairs,additions, and any other form of improvement. At the request of the owner, I have prepared a cost estimate for all of the improvement work requested by the owner and the cost estimate includes, at a minimum,the cost elements identified by the Town of Yarmouth that are appropriate for the nature of the work. If the work Is repair of damage, I have prepared a cost estimate to repair the building to its pre-damage condition. I acknowledge that If,during the course of construction,the owner requests more work or modification of the work described in the application,that a revised cost estimate must be provided to the Town of Yarmouth,which will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that 1 have made or authorized repairs or improvements that if inspection of the property reveals that I have made or authorized repairs or improvements that were not included in the description of work and the cost estimate for that work that were basis for issuance of a permit. Contractor's SignatureI��� :; OERKOJyy' '•. '� Date: Co f l j'r ,•.::'�. _, 1 Notarized: NNW S p��� uVtlit •0'.NRY 9.4,44 ,'r, "fO p 11 41 its,, (:)' TOWN OF YARMOUTH BUILDING DEPARTMENT 1146 Route 28, South Yarmouth,MA 02664 Telephone 508-398-2231 ext. 1261 Fax 508-398-0836 Owner's Affidavit: Substantial Improvement or Repair of Substantial Damage Property Address: 8'1 14A22.0(( RD, \./ `; Rik 007 N, tifA 02 '7 L 3 Parcel ID Number: / 31 s Owner's Name: JANiLE M LoW,1F_r(S;CIN Owner's Address/Phone: 1 GLEN O,44t DR, \'1AvLRN.b, MA O (778" Contractor: it-ft, Lt.Cr/ Euort-) tN6 —r RPM ODFt-ftfGt Contractor's License Number: Date of contractor's Estimate: /,9� I r f I hereby attest that the description included in the permit application for work on the existing building all improvements, rehabilitation, remodeling, repairs, additions, and other forms of improvement. I further attest that I requested the above-identified contractor to prepare a cost estimate for all of the work, including the contractor's overhead and profit. I acknowledge that if, during the course of construction, I decided to add more work or to modify the work described;that the Town of Yarmouth will re-evaluate its comparison of the cost of work to the market value of the building to determine if the work is substantial improvement. Such re- evaluation may require revision of the permit and may subject the property to additional requirements. I also understand that I am subject to enforcement action and/or fines if inspection of the property reveals that I have or authorized repairs or improvements that were not included in the description of work, and the cost estimate for that work that were basis for issuance of a permit. ()PPeered.eforeme,ondpDyedh ertdenfiMotionthrough11r Owner's Signature: n-v M__2 soffsfortoryevidence,which were to thepersonwhosenomeIssignedo th-112.4 eof praedingorttttodt Date: /p�/7/ donsmeoat;mypresenreon ,• .,D Notarized: �� p01ontfinotun /�% 'Oo(f' CHAND SACHDEVA 1 Notary Pubic Commonweaft of Massachusetts 2``� My Commisswn Expires May 17 2024 • • Substantial Improvement Worksheet for Floodplain Construction (for reconstruction,rehabilitation,addition,or other improvements,and repair of damage from any cause) • • Property Owner. ,JA 'Ji c f. ✓idEtt E IP( Address: St I4MBOA RP . w YAApt o✓ 7,4 „Am- 02(.13 Permit No.: t� Location: $I (•tpi&o. 1\to LD 1/44 &enoJ jt-9 Oaf.-73 Description of Improvements: pit tdd k I cc u EN .p rC k R F P L ,4 L i n Fci r ;•BSS:Pr04111.4i54'rtra' a ot:slrycli4t9kY{m.a;:fappial41:41: 1:4ted st.a•:s r.....� , ed�t�tp@,.$ 1tI(rt help rierit]fdama 'j)'1 1r • ���' �tfafoia'Glnedamagaaad)„atotdltlglad®va'fue,3fs -'•pks:2�+"': 2 ; r �'r+'.' s4;:?`3.� $ 3 `l fir. 0o t� .:...�.. . r.. ...e.i.................w.,..:.....x. ......_. -.a,r...t. _au•e..... ..::zKt....,e......._:x:�.�..r...:a....M_«.<>,r.<: ...... ..:.>..r,> .cosh '` e`me t >,r x3- : Y.s,. e Y`. Y .Y„ ✓ '.i c ,, °M.„. ., fx tc r a ¢ r - £4 r y tom l'<"e<7 w; as .3i: w { K�tf x Y ,i its y= (-- n a g Sir "+ `# :Actual:044:fflheaons:tiuGUonii {seetie tompludef�excludeNcli !" s,s:;, ¢ `t,.bi zTh• ,S O oo D ` I'� . aC')stdeNefltrnTeelEabo r�,ndr3onae�tlsuap1ies.. ;��" � 't � �•;.' �.A ,�' r•;t �? `tt �s • .Q � t �..� r r t ;, tati4 -cvs fm.a.t`. ". ,913KIT pnCostYp ? t4.04.4 as fr NtYr...�;eltctf A ifalleet Vlut E+,•R' If ratio Is 50 percent or greater(Substantial Improvement),entire structure including the existing building must be elevated to the base flood elevation(BFE)and all other aspects brought Into compliance. Important Notes: • 1. Review cost estimates to ensure that all appropriate costs are Included or excluded. 2. If a residential pre-FIRM building Is determined to be substantially Improved,it must be elevated to or above the BFE. If a • non-residential pre-FIRM building Is substantially improved,it must be elevated or dry floodproofed to the BFE. 3. Proposals to repair damage from any cause must be analyzed using the formula shown above. 4. My proposed Improvements or repairs to a post-FIRM building must be evaluated to ensure that the improvements or repairs comply with floodplain management regulations and to ensure that the improvements or repairs do not alter any aspect of the building that would make it non-compliant. 5. Alterations to and repairs of designated historic structures may be granted a variance or be exempt under the substantial Improvenient definition)provided the work will not preclude continued designation as a'historic structure.' 6. My costs associated with directly correcting health,sanitary,and safety code violations may be excluded from the cost of Improvement The violation must have been officially cited prior to submission of the permit application. Determination completed by: Date: 1 at /f • • Swanson Structura6 Inc. Paul%Y.Swanson,P.E. Engineering 92 Acre Rill Road • Services. Barnstable,MA 02630-1529 residential commercial FII_E COPY Phone 508-446-1042 pattleSwansonStructuraicom heavy timber . . i i 7 i ! 3 3 I 3 3 : . 3 : 3 kr--4)(4 ,v_t pas ; ; • ; ! lt Ai !P tArk pcil. Ttore.r 1 i fi , .. I — -- - -- , VIII:'• I : t . ----!,---1.- --- 1.-- L . . .. „. , - . a,- L i • L z : . , z , i . : . . z ... 1 :* • , z , , , , , z 1 , z , z ; •pogisfai.. _Fmouldr,, - . . I , I I HI 1 (.2ge_ mcreAs !coy( 2 /o firic4ir cr ' i • • I 40.1 1 I ' ! ! Z,i12 Viret.cylciatrAr.5 1! 1 i t C,,,e1 i t i ! , 1 MA4 Oh i I kelt" St'L easr : , ; . , . ' , , i i , i- . : z4/3/4/tos-ivi.). : : --- - 1 i . , „ - H-,,., e .... . „ ---- i TOVitN:OF YARNHOUT'H ; t 11 .: - • ---:REVIEWEDFOntialka-A6 ZON:ING CODE:COMPLI—r—! 1 , --- ---4 : ; ,''' --,:;: ,-,-rr.,..,:.,1- ________ , iii... In i°)). % LA ,,S1/4 ..„, ..t.asa....4,• r.,;;; .;,. 1 ; ANCE, ERRORSOR OMMISSIONS DO NOT RELIEVE 11-IE:. ; : 1 — -1 • - .•,,4,1/4% , ....).0,4.2.,,,,,. ; cAoPP4ICALIANTNerOM T14_J,E RESPON; SIBILITYDF„!AS sow ! - i i I ' '' irCes-:"'1"”j-'(\c?'44'': .-- 1 6 . . . If---PATE -4,c- , , ByILL)!NO 0 ciAL ! • ; i I 1 4 i-- : } ; 4 4 ; i - -1 ; ; 4 4 i 4, , I ' ' ' - ; -.7--..____..' i r ,, . ' '.. : : f, • i . • ' : I : : it. .... . . t.... • 1,121°.t Z PC4 pit, 2xe.! 14/4144 6,40eX •1 ) , 1 r , ; : , . , $ , (-1.) see-iltriAl i , . , t , i • • Job Name 4cmo.ori. Job Number 5-9 4 Z Location SI l#A-A.4o4. 44940 fivesr YistAi ot411 m A Sheet i of 2 client Po v4 kt Last,en, By Pu'; Date Abailk,t8___ r- 1 ! r , . 4 II , iviI , II ; i11 I ! ' . I ii ! ! 11 , 1 ; ! ' 1411 . n , 1 1 I / ; V 111 ; 4 1 tii : : t : *4 tr= c: 411 I, 1 1 I i ; ; I 1 i 1 : I 1 i ! i I. .....it,,•44,,,;,,,t,1 1 1, ,,,L4H il ii il, , , 4 , ,•,,t. (-ore --A'-ri . . . i ill i 1 I I t "`•2:''-----4 i141;4m4--i I I i i ik 1; . i : i I I 0if"; ."-“,t ;---4'•,:,P,Cv;,,t , f IV4 1 I , 4- I I I I 4 ; / I }.,,/,e''t I --?. flo.,194)0,.- ; l e•4 I I ; V) 4t •A 0 t ; I I I ; I I i I ; i I I /HI ?11„ I':ICIII;;;;%,Gtr-V.CIII\;; I ‘,......,.! i 011 el . 0 0 IIIIII I I , III ; I . ' .;••.....- tt. • - r_s. i,, 1 ••1, •••1 0$ 114 2 I I 1 i i I i ' tV u - ill 1-..ft 4 t• , le ;I A ! : ! 1 I , i .C41:ttliI ! 1 ; IIIIIIIII1'1%011 s....4!Sti 4 I ess.:„ 1: : 1 1 4,4 •j .....% i I , i Hi I : 1 I j ; 4,- ;',ref 4<; s ,II i -?,..„ c i i ..q. ; , 1 1 1 i I 1 " I I ! " ' I i t I 4 4 ' I i i I 4 , I . •IiII friCIIIIII : 1 cr-, • • i , i • i ; , . , , . ; , 4 I i : i • ; 1 t • I 1 I 1 I 1 ' I I I • 4 4 . ; , • I i • 3/44) • i is. I : • ' I „ : i I • 1 : I I , i I III ; 1 I I i t 1 1 , ' • II A A. : I•: ; 1 A I : I A I A IA A A : I A 111 " • A ' A101 AIIIII ' l III ; AII11 : 44, • 6%. ' 0 11 A IAA : 111 ; 1 IIIIIIIIII; f I II i I i i 1 ' i 1 I i 1 I t , I I ' 1 , j 1 t H - I g g & i I 1 i .4 ,, 5 i i 1 I i 1 I 1 t 1 .11 I , I ' • i , I , I j I i • i i to 1 I : I ' - 4 > : 4 ' : 4 ; 4 - I •' : I I 4 I. i Li • 4 .4 4 j. 1 , 4 , i 4 ' 1 I , HirsI I li I4 I 1 I I 1 -4IE 1 it 11 { ' • • !'• • • i lit4 1 I i I::: 1 I I 4 I I I I , 4 . , • , ! ! 1 . 114 i li. tt ; ; ; t1- 11jet tit ' I . ' 1 t 1 ' 1 1 j 1 • 1 tn., } 1 I 1 I III • 1KI ' l '2. i , i 44 , ‘,, 1. 4.... c1; i t „t ! ;. iIa4.-cri ; Ii. ; ; 44 Jr ; f 1 Ilx ;$ %( 1111iI ; HIANI Cie I ; Os I I , I t . I : i *.!,4* liel I I I, .., ! ! i aCI I''''' ! It [ ea, i 1 1 !L t : ! :+6s 1 ; 11411 I . . . . . i i la 1 44,-- 1 t i 1 • I 1 I I 6 n. ! • 4 %)% 1 I I I • I_ I 4 • 1 f,- .9 ' ' • • • ‘ t- I v., 4 I 4 siS I. . 4 s- 4 1/43,,, - $ , ... • i : •4- 1 N ! I t I 1'I‘ I po 1 1 t.:N 1 ,A?, 1 t ' 1 ! • ' t 1 1 1 1 7. It ca 4 4 I s I 4$4: I •• ' -41 , ' ';:6! `'• ._ ' . ; . 1 ! .r 1 1 1 I l ' clejl : 1 ;‘,. 11 .„. 1a thisila. : : I no 1 ; . I 1 c 44 i 1 '1;4 . . 4 , 144 4F' 1 IN Ir r',. 1. 44. 414 . 4 ...4L II 4 iiIiii ; 4 a I I . i , I I 4 It -N- 4 ' "4- I ' 1 4.. •-...4-.'-- -- - ,,Se -4 ---. — 4V--...1.-. ; 4 ....4......t. 4- Se -4- 4-/-*-- 4-,. I ; I ' 1 ,s ; e44 I i 4 i I i iI I1 ' 1 1 IS 1 1 !8:It ; 1 +4' . I x 1 1 ! ! * . c( I 1 1 4414 I 1 it `3 t + : ••Kii+ : t 11 't 1 ' I t . 1 '1 1 I I ! 1 it41 f li i i i I '3' 4 4 14 • i ! • , :44.,, 1 . f + - ' 1 : . I ; 1 , 4 ! 1 I \ I ' ! iii 1 1 \11 I ! ! \ . ! I I ! 1 c ! ; I ' I 1 ! I . 1 1 i I 1 . , 11. 1 . : t I , . . . • 1 ' II: V • ti 1 t r 7 • 1 1 ' 1 - 1 1 1 1 1 : €4 ! - 4 illz:1—....„„„,—,,„„„. rt ! ! 11g: 12=.+1411M1111111111MIS i 11.4 i ....... •...: I i , . 11 ' 1+ 111 iIIIIIIIIIII1 ; 1 ! !' i . 111111 ! - LI ct ! iiii 1 } 11 414 4 ! ii , , T ; Li.-. I I I 1 ••••• I I I i i 4 4 fi I 1 I ! I i i I t4 4 i i • I I 0 4 %.• I I : dNI I 1 .-I t_t_ I I V , t ... -5 . 1. I . 1 : 1 ; I ! ' 1 4 .,,i..-J • ' I - -I . , 4 - 11.- ! i '1441 . , i *4-4! •,^ i I 4 ; I • I I I ' • I 1 ; i e• „, i •E ; ILI ! ' •g4S 44 i t4 E , , , , , ... , ! 1 I 1 i 1 • , i 1 I i i i . 1 i . i , I I I I i I i I I I j I k" 11%1 `g . 1 ' I icitrl- 1 1 [ i t , I . i.z. t, ! 1 1 I I fit.! , tsi I i 4 1 I i I 1 tt .0-sti t S 1 1 i I 1 I I I i 1 1 { 1 4 • 4. . : ; ic 4. 11 iIIII ; . , ... i1114.1! . P / 1 ; '" Iiitli I 02 t.ti t t .. I I III ; I : IIIIIIsksk * ; 11 Ctoit *lg:6t'.'0tEt.,, :1r..e1. .t.0..! Ii4"1I, I1,' I.! II 'I1! _ ;I.t ;I'I '1 11 i1. t11 111 tt' i•iq- -c..,..c ! +I; tI. I. i• ' i i gc8o 1v? ma Ci • k il . ® VERSA-LAW• Double 1-314" x 9-112"VERSA-LA2.0 3100 SP Floor'BeamlBeam01 ��TT// Dry j 1 span l No cantilevers j 0/12 slope September 25,2018 10:34:08 BC CALL®Design Report f Build 6536 File Name: BC 5946 Job Name: Remodel Description:Designs1Beam01 Address: 81 Harbor Road Specifier. Paul W. Swanson, P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Mullen,Doug Company. Swanson Stnictural,Inc. Code reports: ESR-1040 Misc: job 5946 11111 IIIIIIIIiiiiiilj liiiii1illiilllilll 111 : 1111111111illlll 4. _ li ' iIi1111111ililli J k 12-01-00 BO 81 Total Hor¢ontal Product Length=12-01-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live BO, 3-1/2" 1,329/0 1,720/0 1,99410 81, 3-12" 1,329/0 1,720/0 1,994/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Attic Unf.Area(IbtfM2) L 00-00-00 12-01-00 20 10 11-00-00 2 Roof Unf.Area(Ib/ftA2) L 00-00-00 12-01-00 15 30 11-00-00 Controls Summary Value %Anowabte Duration Case Location Pos. Moment 11,776 ft-lbs 73.4% 115% 3 06-00-08 End Shear 4,008 lbs 55.2% 115% 3 00-03-08 Total Load Dell. U244(0.573") 98.5% n/a 3 06-00-08 Live Load Deft. L1412(0.339") 87.5% Na 6 06-00-08 Max Defl. 0.573" 57.3% n/a 3 06-00-08 Span/Depth 14.7 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dim.(L x W) Value Support Member Material BO Post 3-1/2"x 3-1/2" 4,212 lbs 11.5% 45.8% Versa-Lam 1.7 131 Post 3-1/2"x 3-1/2" 4,212 lbs 11.5% 45.8% Versa-Lam 1.7 Notes Design meets Code minimum(L/240)Total load deflection criteria. Design meets Code minimum(L1360)Live load deflection criteria. Design meets arbitrary(1")Maximum Total load deflection criteria. Calculations assume member is fully braced. BC CALC®analysis is based on IBC 2009. t "-A r;,an Design based on Dry Service Condition +=D`.µ6r tris;;',„/ i''7» L• t�;7-% . • j r;c,NSCri V(‘,,4. ▪ t Mn 1‘114 I. I. M Ali-- lit c/wl8 Page 1 of 2 ®Boise Cascade • Double 1-3/4" x 9-112" VERSA-LAM®2.0 3100 SP Floor Beam1Beam01 Dry i 1 span j No cantilevers j 0/12 slope September 25,2018 10:34:08 BC CALC®Design Report Build 6536 File Name: BC 5946 Job Name: Remodel Description:Designs\Beam01 Address: 81 Harbor Road Specifier: Paul W.Swanson,P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Mullen, Doug Company: Swanson Structural,Inc. Code reports: ESR-1040 Misc: job 5946 Notch/Bevel Cut Details Disclosure Location Type Dimensions Design Depth Completeness and accuracy of input must 00-03-12 Bevel-Top Heel Depth:7",Bevel Slope:8/12 9-5/16" be verified by anyone who would rely on 11-09-04 Bevel-Top Heel Depth:7",Bevel Slope:8/12 9-5/16" output as evidence nsu tputlh for particular application..Output here based on building code-accepted design BS BS properties and analysis methods. Installation of Boise Cascade engineered ,�2 wood products must be in accordance with 12 current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call 2 FD (800)232-0788 before Installation. HD 2 fol •r BC CALC®,BC FRAMER®, �. . ALWOIST®,BC RIM BOARD'',BCI®, tBOISE GLULAMTM SIMPLE FRAMING * , 1 SYSTEM®,VERSA-LAMS,VERSA-RIM 'h �` 'v'434�‘It: PLUS® VERSA-RIMS ryAa+ VERSA-STRANDS,VERSA-STUD®are trademarks of Boise Cascade Wood HD=Heel Depth HD=Heel Depth Products L.LC. BS=Bevel Slope BS=Bevel Slope Connection Diagram a I I I .1 • at a minimum=2" c=5-1/2" b minimum=3" d=24" Member has no side loads. Connectors are: 16d Sinker Nails '®Sdiss Cascade • Double 1-3/4"x 11-7/8" VERSA-LAM@ 2.0 3100 SP Floor Beam1Beam02 • Dry 1 l span(No cantilevers 10/12 slope September 24,2018 14:47:38 BC CALC®Design Report 57�Ct apron Build 6536 File Name: BC CALC Project Job Name: Remodel Description:Designs\Beam02 „ Address: 81 Harbor Road Specifier Paul W.Swanson,P.E. WB)C l3` City State,Zap:West Yarmouth, MA Designer. Customer. Mullen,Doug Company_ Swanson Structural,Inc. Code reports: ESR-1040 Misc job 5946 (cony,. 5rat 1 ,:gyv,v, 9 (5 541/-5753) ^ $i:7 1>,4 14!My3 4 Zr ><j.GM+ } 3. 1 AML- 7.71k 517rk Otc W 1 1 1 1 1 1 1 1 1 1 4 1 4 1 4 4 .1-1, J, 121 1 ' 4 l 1 j 4 4 4 1 1 1 T 4 . : J1 4 4 1ITi : 1i111 III11111111 £ 11T111T1111i4111111 ! 1 11111111 11111 ' 1111I311 + ITI11111111111111 . 0 iii1TT i11i11i11111111111111I , 1i1i1. 11111 O 09-00-00 B� BTotal Horizontal Product Length=09-00-00 Reaction Summary(Down/Uplift) (ins) Bearing Live Dead Snow Wind Roof Live 60, 5-1/4" 4,132/0 2,46710 1,338/0 81, 5-1/4" 4,668/0 3,137/0 2,14110 Live Dead Snow Wind Roof Liver Tub. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft"2) L 00-00-00 09-00-00 40 12 11-00-00 2 Wall Unf. Un.(Ib/ft) L 00-00-00 09-00-00 80 n/a 3 Exterior Deck Unf.Area(ib/ft"2) t. 00-00-00 09-00-00 40 10 07-00-00 4 Attic Unf.Area(Ib/ft"2) L 04-06-00 09-00-00 20 10 11-00-00 5 Roof Unf.Area(ib/R"2) L 04-06-00 09-00-00 15 30 11-00-00 6 Beam01 at bearing... Conc.Pt. (lbs) L 04-06-00 04-06-00 1,329 1,720 1,994 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 17,022 ft lbs 80% 100% 1 04-06-00 End Shear 5,651 lbs 71.6% 100% 1 07-06-14 Total Load Deft. U465(0.213") 51.6% n/a 3 04-07-03 Live Load Deft. (4754(0.131") 47.7% n/a 6 04-07-03 Max Deft. 0.213" 21.3% n/a 3 04-07-03 Span I Depth 8.3 n/a n/a 0 00-00-00 %Allow %Allow Bearing Supports Dint(LxW) Value Support Member Material , « + BO Post 5-1/4"x 3-12" 6,599 lbs 12% 47.9% Versa-Lam 1.7 ' "".• 81 Post 5-114"x 3-12" 8,244 lbs 15% 59.8% Versa-Lam 1.7 16.1.;`,:: 's * a I 1 N C •Y \'� or Notes Design meets Code minimum(L/240)Total load deflection criteria. 1.7-,x { Design meets Code minimum(L/360) Live load deflection criteria. *? ,-511 .NI, c2/4- y Design meets arbitrary(1")Maximum Total load deflection criteria. ' '�'��rST�,,�,/�=1 Calculations assume member is fully braced. '":"'",=,--,4-‘-1' " '5''"'<RL`9', BC CALC®analysis is based on IBC 2009. /� Design based on Dry Service Condition. /f�( (fJt---- airs/oLO Page 1 of 2 ®Base Cascade Double 1-3/4" x 11-7/8" VERSA-LAM®2.0 3100 SP Floor BeamlBeam02 • Dry l 1 span I No cantilevers 10/12 slope September 24,2018 14:47:38 BC CALL®Design Report M, Build 6536 File Name: BC CALC Project Job Name: Remodel Description:Designs\Beam02 Address: 81 Harbor Road Specifier. Paul W.Swanson,P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Mullen,Doug Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5946 Connection Diagram Disclosure bl Completeness and accuracy of input must Ili --+ll be verified by anyone who would rely on a �d I %t output as evidence of suitability for • • • /, particular application.Output here based on building codeaccepted design proInstallation n of Boiserties and methods. deengineered • wood products must be in accordance with A. current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=7-7/8" (800)232-0768 before Installation. b minimum= 3" d=24" BC CALL®,BC FRAMER®,AJS"r, Connection design assumes point load is top-loaded. For connection design of side-loaded ALLJOIST®,BC RIM BOARD"' BCI®, point loads, please consult a technical representative or professional of Record_ BOISE GLULAM"' SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAMS,VERSA-RIM PLUS®,VERSA-RIM®, Connectors are: 16d Sinker Nails VERSA-STRAND®,VERSASTUD®are trademarks of Boise Cascade Wood Products LLC. ©Boise Cascade • Double.1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlBeam03 • Dry I 1 span I No cantilevers(0/12 slope September 24,2018 14:48:15 BC CALL®Design Report Build 6536 Ale Name: BC CALC Project Job Name: Remodel Description:Designs\Beam03 Address: 81 Harbor Road Specifier. Paul W. Swanson,RE. City,State,Zip:West Yarmouth, MA Designer. Customer. Mullen, Doug Company: Swanson Structural,Inc. Code reports: ESR-1040 Misc: job 5946 11 1 i l i l 1 1 1 1 1 1 1 3 1 1 1 1 1 1 1. 1 1 14- 1 1 1 1 1 . 41 -1111 . } 115. 1 41 } 111111 i 1 141 ' 1 1 i 1 4 . jlliiiiii , 1 ,I 1I1111 . 1111 } 1111 : 111111111 1 . 1 I111111111I1111111 . 1111 . 11111111111111 J 06-07-00 60 131 Total Horizontal Product Length=06-07-00 Reaction Summary(Down/Uplift) (lbs) Bearing Live Dead Snow Wind Roof Live B0,3-1/2" 3,590/0 Z515/0. 1,831 /0 81,3-12" 3,203/0 2,03010 1,249/0 Live Dead Snow Wind Roof Live Trib. Load Summary Tag Description Load Type Ref. Start End 100% 90% 115% 160% 125% 1 Standard Load Unf.Area(Ib/ft^2)• L 00-00-00 06-07-00 40 12 11-00-00 2 Wall Lint Lin. (Ib/ft) L 00-00-00 06-07-00 80 n/a 3 Exterior Deck Unf.Area(1b/&`2) L 00-00-00 06-07-00 40 10 07-00-00 4 Attic Unf.Area(Iblft"2) L 00-00-00' 03-03-08 20 10 11-00-00 5 Roof Unf.Area(Ib/ft^2) L 00-00-00 03-03-08 15 30 11-00-00 6 Beam01 at bearing... Conc. Pt. (lbs) L 03-03-08 03-03-08 1,329 1,720 1,994 n/a Controls Summary Value %Allowable Duration Case Location Pos. Moment 10,571 ft-lbs 75.7% 100% 1 03-03-08 End Shear 4,473 lbs 70.8% 100% 1 01-01-00 Total Load Defl. L1510(0.1447 47% n/a 3 03-03-08 Live Load Defl. tJ999(0.088' n/a n/a 6 03-03-08 Max Deft 0.144' 14.4% n/a 3 03-03-08 Span/Depth 7.7 n/a n/a 0 00-00-00 %Allow %slow Bearing Supports Dim.(L x W) Value Support Member Material n-I.....7'U. BO Post 3-1/2"x 3-12" 6,581 lbs 17.9% 71.6% Versa-Lam 1.7 .:',2.-...i.c l,yt,,i;,,� B1 Post 3-12"x 3-12' 5,368 lbs 14.6% 58.4% Versa-Lam 1.7 � ,:; .. r W \.7 Notes 'T °;�W 0 \ p\:.4 Design meets Code minimum(1!240)Total load deflection criteria. Design meets Code minimum(L/360)Live load deflection criteria. ���9;`"'"""" tiq ¢ -' Design meets arbitrary(1") Maximum Total load deflection criteria. s E�' c.,� Calculations assume member is fully braced. . “3: sLE-;tr11 1/44 BC CALC®analysis is based on IBC 2009. r#� � " Design based on Dry Service Condition. / W 9/3 is/Z.c"t Page 1 of 2 • ®Botsecascade Double 1-3/4" x 9-1/2" VERSA-LAM®2.0 3100 SP Floor BeamlBeam03 Dry j 1 span I No cantilevers I 0/12 slope September 24,2018 14:48:15 BC CALC®tesign Report Build 6536 File Name: BC CALC Project Job Name: Remodel Description: DesignslBeam03 Address: 81 Harbor Road Specifier. Paul W.Swanson,P.E. City, State,Zip:West Yarmouth, MA Designer. Customer. Mullen, Doug Company: Swanson Structural, Inc. Code reports: ESR-1040 Misc: job 5946 Connecrtion Diagram Disclosure rl Completeness and accuracy of input must a , be verified by anyone who would rely on b• •, d : output as evidence of suitability for f %Ni particular application.Output here based c on budding code-accepted design �\ properties and analysis methods. ei /\ Installation of Boise Cascade engineered • % wood products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide a minimum=2" c=5-1/2" or ask questions,please call b minimum=3" d=24" (800)232-0788 before installation. BC CALL®,BC FRAMER®,AJSTM Connection design assumes point load is top-loaded. For connection design of side-loaded ALUOIST®,BC RIM BOARDTM,BCI® , point loads,please consult a technical representative or professional of Record. BOISE GLULAMT",SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Sinker Nails PLt/S®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Cascade Wood Products L.L.C. Kitchen Creations Gary&Janice Lowenstein 560 Higgins Crowell Road 81 Harbor Road, West Yarmouth MA • • West Yarmouth, MA 02673 617-513-0076 (Gary) bfs1040@ao.com (Gary) 508-775-5311 (Phone) Doug Mullen-774.487-677—doug@mullenbuilding.com 508-775-5399 (Fax) 8/23/2018 Room 1 Not To Scale *1 235 21/4 3/4 I IN I - t 1 { - i. _ _ ISI 1 w= I 27 27- I ! , t I I i Q 1 30 24 35 �. 1 i t t it I 1 ,. t !2 (L. . : 1, , L Sears, Tim From: Sears,Tim Sent Friday,October 12, 2018 1:04 PM To: 'doug@mullenbuilding.com' Subject: 81 Harbor Rd Attachments: work in flood zone packet.pdf Doug, ' 9 ' 4" '(_ fI have reviewed your application for 81 Harbor Rd,and there are some items to address; �y,ir G ' A certified plot plan showing setbacks to proposed deck addition needs to be submitted _Pd I have attached a flood zone package that you need to review,fill out,and return with the affidavits notarized Please submit these items • le —2-3 '/i- Thank you Timothy Sears CBO Building Inspector Town of Yarmouth 508-398-2231 Ext. 1259 mailto:tsears@yarmouth.ma.us I