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0028 MERIDIAN LANE
$f�iZ rYt4 *('% 4 �R`ttfi},' t 1I "a F I.1 ' ' + I tn r A / , 4 . 1 �.. 0.- 4. . t - .1 iii .. a i np, :► rFi Mil ehl am i �ti,i,, 1 i '' { ii)Oillitl1 lov '!s v arm ai1111it111 ;ii i11. it . 4 # t' f ' , 1 1 ` s 3J' 'ff' "' y '4 � ' 7, 1 ' '(P - �iv 4- . 1 { tl ` , ' ' '11 IA.. . .. . . .. , . ,. ,Y • r i. I Y .. �! - V i Y.Yi.} . ,ice. r: _ �.71 EEE'li 41 :1,• i ''" h, '...1' r. �l' :.11if1 , r, + :�w, ,�dn - .' s +I� ..,, r r I: .� t , "+' a `a. ' ' '1 „ •+� eM.. ' ,fix " .. 0, 1 47 SS' t" _x ^ " ' ,....:, aa ~411r ^U 'a . „ 1' r Y 1 .t i+ t ,Y d -1Y. rl Y. el' -µ. .•"� t P 1 � .ifyP;. At r ft Si v a s •h �t{fo 4 �i �I t',+ • *' ",, ,,. ,I l, r C'. :. 1. t 'aa: (.,1 ra' Sr. Y ' i ',/,FA• • i •"„ rY y aail 1 C. . 11 4 !i 1'G u {yy ' S, H u u'', y a 1� r ' '"� ''�1 iq 0 .¢, %" -1i i*: ,t� ,' i , • • r. n 1 . . - x. t, a .Y '' ': �Y I,. 1 '" �f , �Y•'. '8 .'rl ,'�w +A rl ,tY �IN " ''t ^J x ,tt ' 'b "R "w' 11 f j! • • Y al ti ,If 1 e rx. 'it. gg J , I C tl. rye I 1 N, � � '.'Y, + ' .. R + n _ a ' �x _. :I• _ ' - �.�¢' 11f: s' 'Md a ''V,fir .a i tv 1i4 41a. , t r yo s . . 1 ,Q ? 9. cNb Si91ai F R r � *,l. Y t( ,1. :ea is ° t, _ 1' t1-. " N v 4, r n tt 1r ! .Y. ,a'i y+i" r rr" 'IN Y`,r 4' +tx + •1 • -hfi t. w..l IV',11 ft 111 14 v; , < ,1 4 tl ',ft ft1 i.' it, ,+pr r,' s x i ',it. •": s. 1,° ..tu. , x i + j rt J N {{ ' rid,: �'e , „ r`��. � x, '1 .i. { 'YI ` -� W e,' pryl " 0 (h * t; /� ..:- - -.4''4 ;`k' ., .1. ,,Y.4 ";,p: ,�..ax^ - . t '.1'; i t Y i � ,,e."br �r�, }..., .,, �. .: i r r .. , :., a,.,r .:. , 0 , .. � ,,i� _.._ Ss �.v.r..,, .. ,,, d ) TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION I q I Parcel © ' ` A lication OU 0 Map Pp Health Division Date Issued 5 ! -K elf' Conservation Division Application Fee Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board Historic - OKH Preservation / Hyannis Project Street Address 6 MerICtix-qq 4V�. _ Village Bci4S � ( � / r //i Y/ f �.�/J -7� —� s 6'veOwner ///c / 1°i yr/ C{. 4 Address - Q e Telephone (3 Q ) 36 7- 002 39 � Permit Request Air �/ W Q 4 1 Q a ,i A , ! K 02s (e// of e +O a`ttiC ) A- P t 0 I`'i j 1 0 c ray Asp e kit I/ ` 4-d i / FI< Kieevfecl ( s / ePe Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Zoning District � //�9 Flood Plain Groundwater Overlay Project Valuation //?IOO 0 Construction Type Lot Size Grandfathered: ❑Yes 0 No If yes, attach supporting documentation. Dwelling Type: Single Family 111 Two Family ❑ Multi-Family (# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full 0 Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing ,.�eW _, - Number of Bedrooms: existing _new CD Total Room Count (not including baths): existing new First FloorrR om Count'~ :S. Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood coal stove.: :0- s ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing 0 new size 'l'Barn: ❑ yxisting new '=size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes„ site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) ! 1 c CI k (4 LSaueS 8 3 rig �- a fah Name W M� � � /�"''�,o Telephone Number CS Address 3)C kiLCilif 1 ti Ol "T l License # /002 / ) 6 S. V cwwio w 1 I4 4 Ot`0( Home Improvement Contractor# / ) �`-' 50 f >> Email Worker's Compensation #w�C SC86J ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO ykir/►'t C vti " ` SIGNATURE DATE `S-1 ),//' FOR OFFICIAL USE ONLY APPLICATION# DATE ISSUED t • M` { MAP/PARCEL NO. ADDRESS VILLAGE OWNER { f 1 DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING • DATECLOSED OUT A'S+® ION PLAN NO. Building Permit Authorization f 44-vy oeTirnothy Telman , as owner hereby give my permission to Cape Save, Inc. 7-D Huntington Avenue South Yarmouth, MA 02664 Office: 508-398-0398 to take all necessary steps to obtain a building permit to perform work at my property located at 28 Meridian Way Barnstable Village, MA 02630 Signed Date 5 5' 1 V as Cape Save Inc. Gf 7-D Huntington Avenue South Yarmouth, MA 02664 Tel: 508-398-0398 Fax: 508-398-0399 DATE 11/ II/ 1L Thomas Perry CBO Town of Barnstable Building Division 200 Main St. Hyannis,MA 02601 RE: Insulation Permits Dear Mr. Perry This affidavit is to certify that all work completed for 28 Meridian Way (#201402962) has been inspected by a third party Certified Building Performance Institute(BPI) Inspector. All work performed meets or exceeds Federal and State Requirements. Sincerely, ‘'\.\\\\ / William McCluskey NQI �I� i1IQ td : 3 Wd i�ttlV f16 ft. g19disN'dv AO NAAO! 4h►• . TOWN OF BARNSTABLE BUILDING PERMIT,APPLICATION, Map ---:3 IA Parcel` 0 r' Application # ;:;?("0763-5-67 Health Division - Date Issued i f) Conservation Division Application Fee Planning Dept. `Permit Fee O &)1 co Date Definitive.Plan Approved by Planning BoardliY-- Historic = OKH _ Preservation/ Hyannis Project Street Address 25 .A1 -r 0 J A-`10 ti\6 . Village N S f8 Le , Owner NI kg-4 C. I FL M I I Address 28, Mkt D 1 v.J'Ay Telephone 60 i 3 b 9 - O 23 b pev�p,\,C4 • Permit Re nest � Cam C � s , � L . , tik , Suare feet: 1 st floor: existing� 2 q s g " proposed 2nd. floor: existing proposed I(F3 Total 4w Ce (lo Zoning District C. • Flo Plain -3, Groundwater Overlay k Project Valuation '' -�' :: ► i. Construction Type W OO a rr° Lot Size 916 2b 5ci -4T4` - Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family 'X Two Family ❑ Multi-Family (# units) Age of Existing Structure IS 1V3 e Historic House: ❑Yes NNo On Old King's Highway: ❑Yes XNo Basement Type: ❑ Full ,Crawl ❑Walkout ❑ Other Basement Finished Area(sq.ft.) 91 Basement Unfinished Area (sq.ft) 0 Number of Baths: Full: existing 3 new 0 Half: existing I new 05 Number of Bedrooms: 3 existing 06 new Total Room Count (not including baths): existing ®} new I First Floor Room Count 9 Heat Type and Fuel: kGas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing I New 0 Existing wood/coal stove: ❑Yes'No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: Cl existing ❑ new size_ Attached garage: ❑ existing knew iz- :'Shed: existing ❑ new size _ Other: ( } . Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ ' Commercial CIYes %No If yes, site plan review # ,9 ; Current Use Proposed Use . APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name Ti 14O 11+11 ( ( t L-M Telephone Number 5-0 g -3 ®Z3 T Address PO .SOX (S3 License # 1 6 A S-kLL ' M A 0 2(Q3O Home Improvement Contractor# Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO T 1 • IAlkl,b, H LL- SIGNATURE I 1,�.01d1 '"-- DATE 7 A01,9, s 4 I .. ., FOR OFFICIAL USE ONLY C-4': APPLICATION# DATE ISSUED MAP/PARCEL NO. =ADDRESS VILLAGE ' } OWNER DATE OF INSPECTION: FOUNDATION 0'C— f .'a---i C—0 7 rIL-- , i j FRAME INSULATION FIREPLACE • ELECTRICAL: ROUGH FINAL . PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT 1 ASSOCIATION PLAN NO. . . ` 1 r - • Town of Barnstable ( IHE i1T Regulatory Services • Thomas F. Geller,Director s�ws�rear.E, • • Mass. NATFD i639.�1 A, Building Division I' • Tom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 wwvv.tovvn.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 7 l;O o 1 r JOB LOCATION: 9— r UA '� I � v`� ' ' 1 1 cm-6 L number-t�`�` ''(� `T� street�JJ1 G / �7-1 village �( "HOMEOWNER": 1 l M 1 Pry 1 I ' LM. 50 '3( 2 L 19 5Ub -z(4-0134. name home phone# work phone# CURRENT MAILING ADDRESS: 0 -`box tS3 'J STA 6 Le Q7h 36 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be, a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and 4 quirements. Signature of Ho wner 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 t amend and adopt such a form/certification for use in your community. • Q:\WPFILES\FORMS\homeexempt.DOC , } I otiHE Town of Barnstable Re Mato Services g r3' EAxrrsrAIILE, ► Thomas F. Geiler,Director MA&9. 9`b�Fp;�,��`�� Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis, MA 02601 www.town.barnstable.ma.us / Office: 508-862-4038 / Fax: 508-790-6230 j�; Property Owner Must ► '' Complete•and Sign This Section \ If Using A Builder / I, , as Owner of the subject property hereby authorize to act on my behalf, in all matters relative to wor uthorized byt building permit application.for. (Addres ,f Job) Signature of Owner Date / Print Name If Property Owner is applying for permit please complete the Homeowners License Exemption Form on the reverse side. Q:FORMS:OWNERPERMISSION -- - • Town of Barnstable �..,'. Regulatory Services 1 STA,.LZ. .. Thomas F. Geller, Director � ° t,hu h' Building Division TfD� Thomas Perry, CBO,Building Commissioner • 200 Main Street, Hyannis, MA 02601 www.town.barnstable.ma.us - Office: 508-862-4038 • Fax: 508-790-6230 PLAN REVIEW Owner: U`'{ `T61-- 0-1 A--+y'.- Map/Parcel: ( 9 0 t S *Project Address '� �-c` "inOf' Builder: Ti_ TEL- 11-N The following items were noted on reviewing: 0 66)6 R E--S N-EC-k .f4-14j P L Ail 5 b I 5/4 C.4�� L/C:0 4-s c7 12-14-7/ o = 1, 9 ke c_c -7E W f= c gki e K cic L[CT 6, 0 . G-4A-d - b e-o 42_ .r-D4-Mirti ( b E-7-74r A *-PA- c r r Q vE 0 13 14 -f rl eek_ 714-11-#3 • 0 E•Iic,--ftf&OZri'C- .s ;-EC- . oR . .L' vL s. LC s-7-`A64-c_1<- ( LL) I-L L ( p&-, A- �) C.h e-E LbS wrc � p6- fo) • - 1v 0 • 6-41 . . ii) s ►g-�rF I,v / N'floc.w P12- 0TEC.77ay - • Reviewed by: tci-J /2:4-v14A— • Date: ir' 1 e- 0 - . . . . . . . 1 . 1 . Q:Forms:Plnrvw P e L t/L -iv Sow 2 se fia.=-k 6,1 d v y- BOISE" Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\FBO1 BC CALC®2.0 Design Report-US ' 1 span I No cantilevers 10/12 slope Tuesday, October 06,2009 15:00 Build 287 -1 File Name: Telman Q Job Name: T n - ' nce Description: girt carring dormer- Q I Address: 28 Meridian Specifier: City, State,Zi . , a Designer: BC c:t 0 Customer: Tim Telman Company: Shepleys Code reports: ESR-1040 Misc: - 7 CP r. 2 3 © , W VVVVVVVVllt; ll „ I , l ,Li ® , V V '4 V V V '' * 1 1 l V V V V V sr 'l V 1 V 1 V l m V V V i J,, 1 l l l , l „ WW . l l W F +r ram et —--,"?' ; �'a .r3 Eye s 4 ��z `-t"� �a - , J 18-04-00 R. BO,3-1/2" B1,3-1/2" LL 2,017 lbs LL 2,017 lbs DL 1,347 lbs DL 1,347 lbs SL 373 lbs SL 373 lbs Total Horizontal Product Length=18-04-00 Load Summary Live Dead Snow Wind Roof Live Tag Description Load Type Ref. Start End 100% 90% 115% 133% 125% Trib. 1 Standard Load Unf.Area(psf) Left 00-00-00 18-04-00 40 10 05-06-00 2 Wall/Gable Trapezoidal (plf) Left 04-06-00 0 80 n/a 09-02-00 0 120 n/a 3 Wall/Gable Trapezoidal (pif) Right 04-06-00 0 80 n/a 09-02-00 0 120 n/a 4 Roof Unf.Area(psf) Left 04-06-00 13-10-00. 15 30 ' 02-08-00 Controls Summary Value %Allowable Duration Case Span Disclosure Pos. Moment 18,663 ft-lbs 37.3% 115% 13 1 - Internal Completeness and accuracy of input must End Shear 2,933 lbs 21.0% 100% 1 1 - Left be verified by anyone who would rely on Total Load Defl. L/489 (0.439") 49.1% 2 1 output as evidence of suitability for Live Load Defl. • L/804(0.267") 44.8% 2 1 particular application.Output here based Max Defl. 0.439" 43.9% 2 1 on building code-accepted design properties and analysis methods. Span/Depth 15.3 n/a 1 Installation of BOISE engineered wood products must be in accordance with %Allow %Allow current Installation Guide and applicable Bearing Supports Dim.(L x W) Value Support Member Material building codes.To obtain Installation Guide BO Post 3-1/2"x 3-1/2" 3,737 lbs n/a 40.7% Unspecified or ask questions,please call B1- Post 3-1/2"x 3-1/2" 3,737 lbs n/a 40.7% Unspecified (800)232-0788 before installation. BC CALC®,BC FRAMER®,AJSTM', Cautions ALLJOIST®,BC RIM BOARDTM',BCI®, Member is not fully supported at post BO. A connector is required at this bearing. BOISE GLULAMTM' SIMPLE FRAMING Member is not fully supported at post B1. A connector is required at this bearing. SYSTEM®,VERSA LAM®,VERSA RIM PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are Notes trademarks of Boise Wood Products, Design meets Code minimum (L/240)Total load deflection criteria. L.L.C. Design meets Code minimum (L/360)Live load deflection criteria. Design meets arbitrary(1")Maximum load deflection criteria. , 4 Page 1 of 2 r BOISE' Triple 1-3/4" x 14" VERSA-LAM® 2.0 3100 SP Floor Beam\FB01 BC CALC®2.0 Design Report-US 1 span I No cantilevers 10/12 slope Tuesday, October 06,2009 15:00 Build 287 File Name: Telman Job Name: Telman Residence Description: girt carring dormer Address: 28 Meridian Rd Specifier: City, State,Zip: Barnstable, Ma Designer: BC Customer: Tim Telman Company: Shepleys Code reports: ESR-1040 Misc: Connection Diagram Disclosure b H- �--d / Completeness and accuracy of input must be verified by anyone who would rely on a output as evidence of suitability for • o • o • % particular application.Output here based c j\ on building code-accepted design properties and analysis methods. • I • ��✓ Installation of BOISE engineered wood e o 0 o j��/ products must be in accordance with current Installation Guide and applicable building codes.To obtain Installation Guide or ask questions,please call a minimum=2" c=9 (800)232-0788 before installation. b minimum=3" d= 12" e minimum=3" BC CALC®,BC FRAMER®,AJSTM, ALLJOIST®,BC RIM BOARDT"" BCI®, Nailing schedule applies to both sides of the member. BOISE GLULAMTM,SIMPLE FRAMING Member has no side loads. SYSTEM®,VERSA-LAM®,VERSA-RIM Connectors are: 16d Common Nails PLUS®,VERSA-RIM®, VERSA-STRAND®,VERSA-STUD®are trademarks of Boise Wood Products, L.L.C. • • Page 2 of 2 ' 1 i . COPY . . :.........,....., . . . &rib VI l 0 ra• lac,:IA 0 D (a-, tsc ,c-v...,a I i Daniel R. Braman, P.R.: . . C'ummaquid, MA 02637-0E61 12-13 s il,.. 1 -E 1'4( P1/4- , I71c:,..,sa at '. 9. e5P9 . - . ri - 10 --- (29 i . %.14t. Lci-c t c=.1o0P..' C.. ..4.5-CiR• C . ' o 14 c. cZ.1 E.A...5-c- 1-.):1;:tt V . 1 • • P.O. .r ,.x. ( c,2. Es; _ -• • : . _ -SA .01,. v_it 43,0 j:.--.. Gih., %-t, i M 4.. 01-5 c,-z. • . Q0 a) 25 . A. 2s -4 Co :sa>r1 .cta • • - • • - -.. • • -.112-.L.N C. -1-(--) CZ 4t6.- --- % at r,-11 - G-A.1?-_sk... G. V-(-•00 r?.. . . • A.-i_5.c, e,. .c:›1.._vo .‘r-1--c=4*Zzi F7---.. • . - Coo 0:.:..."-- _ • "-71,,0e. --, r0 4-- .1 L. ,L,442 vis.l . ,G .... •- • • . . 5 E -co TI---(=›CD Q (F4-i--k kt...,-( 'C:2 PA . s To v...A. ) [ ..ek-. )c. liE) LQ l, 519.6-1,-1 to`- kc?" SA.--‘, tks • 1 4 1 TR-I f>- L.c.),4,-c.) . =,-- to‘----2_'• 2:-3 " _:__... t k 42_ t • _ . -2..... _ . (-L-510 . t- - ----- 15 )c. Lk 42_ 1 -, I cc,a ? _e _ . . L . L. L. =7. 4-c) x._ it :72__ = 4- 4- E5 F, R - • . .. \/ ) k 0. ..1-1, I IF_F . , TRI.. .. (--PA = 2-1 .5 % -4, tct -75 ..i::T„,,--•-''''''„,. •----4.4,, • • . • - •1-- . .,/.40311 ur 44s ,• 1 ict DANIEL E. _4/1. tea b •;' L ) C.- c... ? •-Q - •5_ „___-------, , 14: i „: , / I,: ;Sr . . , - . .= . 1 • S-C C Q 2 E L1Vl � 0 C y 5Ci ✓� - con Lo C� ,��.�e. e 5-a s es 7 ems- 5 • Ca�s!�hr: L:o � 20 � 5 s -r. („. . 125 ?5 CZ25c� � • • II 11 I _ • • V k S CS t •k - 'Z it :co c V-t 4`1 C.0v\Gs !e.. • !" K‘-i cz r � l�� or d two e.�. s o v, s c� -Q v- c w LA C-e,r--; r KAM513LL-11`1 VG . 0 - uLdV1l.V 1.., d1iL L/G.,1y11 - Licensed to: Dan Braman, .P.E. Job: Telman Res.Meridan,Barnstable Steel Code: AISC 9th Ed. SPAN INFORMATION: Beam Size (User Selected) = W10X17 Fy = 36. 0 ksi i Total Beam Length (ft) = 18 . 00 Top Flange Braced By Decking LOADS: Self Weight = 0 . 017 k/ft Line Loads (k/ft) : Distl Dist2 DL1 DL2 Pre DL1 Pre DL2 LL1 LL2 0 . 00 18 . 00 0. 162 0 . 162 0 . 000 0 . 000 0 . 430 0 . 430 SHEAR: Max V (kips) = 5 . 48 fv (ksi) = 2 .26 Fy = 14 . 40 MOMENTS: Span Cond Moment @ Lb Cb Tension Flange Comp Flange kip-ft ft ft fb Fb fb Fb Center Max + 24 . 7 9. 0 0. 0 1. 00 18 . 27 24 . 00 18 .27 24 . 00 Controlling 24 . 7 9. 0 0. 0 1 . 00 18 . 27 24 . 00 --- --- REACTIONS (kips) : Left Right DL reaction 1 . 61 1 . 61 Max + LL reaction 3 . 87 3 . 87 Max + total reaction 5. 48 5. 48 DEFLECTIONS: Dead load (in) at 9. 00 ft = -0 . 178 L/D = 1214 Live load (in) at 9. 00 ft = -0. 428 L/D = 505 Total load (in) at 9. 00 ft = -0. 606 L/D = 357 I r • Daniel E.Braman;PE 189 Harbor Point Road Cummaquid,MA 02637-0361 Phone(508)362-6016 September 15, 2009 Project:13209 Tim& Mary Telman 28 Meridan Road, Barnstable, MA For: Mark Melchianda Melchianda Construction Co P.O. Box 1628 Sagamore Beach, MA 02562 In regard to the above noted project; the narrow wall bracing at the door face of the garage must meet the method recommended by APA The Engineered Wood Association; as noted in their publication "Narrow Walls That Work". This will satisfy the requirements of the Massachusetts State Building Code. Daniel E. Braman, , r cit. I to 4 , T. V ,4' 018T � Ir P/ Tt - /o /VW 2aae y Generated by REScheck-Web Software Compliance Certificate '( 2 Project Title: Telman Addition/Renovations Energy Code: 2006 IECC Location: Barnstable County,Massachusetts Construction Type: Single Family Conditioned Floor Area: 616 ft2 Glazing Area Percentage:. 4% Heating Degree Days: 5999 Climate Zone: 5 Construction Site: Owner/Agent: Designer/Contractor: 28 Meridian Way Timothy Telman Mark Melchionda Barnstable,Massachusetts 28 Meridian Way Melchionda Construction Co.Inc. Permit#TBD Bamstable,Massachusetts 50 Noreast Drive P.O.Box 1628 Permit Date:August 2009 Sagamore Beach,Massachusetts 02562 508.888.6876 Compliance Passes on UA, p: s �_ � t LI:. .. _mot Compliance:4.6%Better Than Code Maximum UA:174 Your UA:166 Gross Cavity Cont:` Glazing UA ,`,; 1 , Assembly Area or R Value R Value -or Door x: Perimeter U-Factor ,�., ,,.�"sa�v tea•.. �. : Ceiling:Flat or Scissor Truss 516 38.0 38.0 7 Walls:Wood Frame,16in.o.c. 1708 19.0 21.1 53 Window:Vinyl Frame,2 Pane w/Low-E 70 0.300 21 SHGC:0.21 Door:Solid 21 0.350 7 Basement:Solid Concrete or Masonry 516 19.0 0.0 78 Wall height:8.0' Depth below grade:7.0' Insulation depth:1.0' Boiler 1: 80 AFUE Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2006 IECC requirements in REScheck-Web and to comply with the mandatory requirements listed in the REScheck Ins ction Checklist. Name-Title Si ature Date Project Notes: Existing home is 2x6 construction and proposed addition/renovations will be 2x6 constrction.All framing is as per Mass.Code 7th addition. Project Title:Telman Addition/Renovations Report date:07/27/09 Data filename: Page 1 of 3 • Generated by REScheck-Web Software Inspection Checklist • A Ceilings: ❑ Ceiling:Flat or Scissor Truss,R-38.0 cavity+R-38.0 continuous insulation Comments: Above-Grade Walls: ❑ Walls:Wood Frame,16in.o.c.,R-19.0 cavity+R-21.0 continuous insulation Comments: Basement Walls: ❑ Basement:Solid Concrete or Masonry,8.0'ht/7.0'bg/1.0'insul,R-19.0 cavity insulation Comments: Windows: ❑ Window:Vinyl Frame,2 Pane w/Low-E,U-factor:0.300 For windows without labeled U-factors,describe features: #Panes Frame Type Thermal Break? Yes No Comments: Note:Up to 15 sq.ft.of glazed fenestration per dwelling is exempt from U-factor and SHGC requirements. Doors: ❑ Door:Solid,U-factor:0.350 Comments: Heating and Cooling Equipment: LI Boiler 1::80 AFUE or higher Make and Model Number: Air Leakage: ❑ Joints,penetrations,and all other such openings in the building envelope that are sources of air leakage are sealed. ❑ Recessed lights are either 1)Type IC rated with enclosures sealed/gasketed against leaks to the ceiling,or 2)Type IC rated and ASTM E283 labeled,or 3)installed inside an air-tight assembly with a 0.5"clearance from combustible materials and a 3"clearance from insulation. Sunrooms: ❑ Sunrooms that are thermally isolated from the building envelope have a maximum fenestration U-factor of 0.50 and the maximum skylight U-factor of 0.75.New windows and doors separating the sunroom from conditioned space meet the building thermal envelope requirements. Vapor Retarder: ❑ Vapor retarder is installed on the warm-in-winter side of all non-vented framed ceilings,walls,and floors;or it has been determined that moisture or its freezing will not damage the materials;or other approved means to avoid condensation are provided. Comments: Materials Identification: ❑ Materials and equipment are identified so that compliance can be determined. • ❑ Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment have been provided. ❑ Insulation R-values and glazing U-factors are clearly marked on the building plans or specifications. ❑ Insulation is installed according to manufacturer's instructions,in substantial contact with the surface being insulated,and in a manner that achieves the rated R-value without compressing the insulation. Duct Insulation: Project Title: Telman Addition/Renovations Report date:07/27/09 Data filename: Page 2 of 3 Ducts in unconditioned spaces or outside the building are insulated to at least R-8. Ducts in floor trusses above unconditioned spaces or above the outdoors are insulated to at least R-6. • Duct Construction: • Air handlers,filter boxes,and duct connections to flanges of air distribution system equipment or sheet metal fittings are sealed and mechanically fastened. D All joints,seams,and connections are made substantially airtight with tapes,gasketing,mastics(adhesives)or other approved closure systems.Tapes and mastics are rated UL 181 A or UL 181B. • Building framing cavities are not used as supply ducts. D Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Additional requirements for tape sealing and metal duct crimping are included by an inspection for compliance with the International Mechanical Code. Temperature Controls: • Thermostats exist for each separate HVAC system.A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor is provided. Heating and Cooling Equipment Sizing: • Additional requirements for equipment sizing are included by an inspection for compliance with the International Mechanical Code. Circulating Hot Water Systems: • Circulating hot water pipes are insulated to R-2. • Circulating hot water systems include an automatic or accessible manual switch to turn off the circulating pump when the system is not in use. Heating and Cooling Piping Insulation: u HVAC piping conveying fluids above 105 degrees F or chilled fluids below 55 degrees F are insulated to R-2. Certificate: • A permanent certificate is provided on or in the electrical distribution panel listing the predominant insulation R-values;window U-factors;type and efficiency of space-conditioning and water heating equipment. NOTES TO FIELD:(Building Department Use Only) Project Title:Telman Addition/Renovations Report date:07/27/09 ' Data filename: Page 3 of 3 _ i 2006 IECC Energy Efficient Efficienty Certificate te4V, Insulation3Rattn r' ' R Value �z g�` �+ t,z�' Ceiling I Roof 76.00 Wall 40.1i Floor/Foundation 19.00 Ductwork(unconditioned spaces): .Z ..1 3A G &Door-Ratin -4 a f 1 F-1 acto« SHGC .•Window 0.30 0.21 Door 0.35 NA Heating&Cooling�Equipment,, V, Efficiency i z# Other Non-Gas-Fired Boiler 80 AFUE Water Heater: _ a Name:'' p ! Date: 4, Comments: / .ee tf- PLe1/45 pla te j,d Vt. ti: .2, - , 00 \r" \/ te' .0 lact-c, 10 TOWN OF BARNSTABLE,BUILDING PERMIT APPLICATION 'r Map -�•i Parcel 01 Application# OO 7033 b3 Health Division Conservation Division Permit# Tax Collector Date Issued I 1 j . Treasurer Application Fee Planning Dept. Permit Fee , "63 . 3c Date Definitive Plan Appro Planning Board oL ;,/ c/�,�/o7 Historic-OKH -Y Preservation/HyannisJO "` Project Street Addres , 2-1? I vl C-e_I III A-73 \n,f t 9 Village `301--/Z 0 STsi 6 L. E 11 Owner ��2 y � . I E L f1 N Address 2 g NI E--4-( D I A&.) (JM Telephone 5®n— (o Z — Z3 9 Permit Request TWO DO EkS ' A-)l ®c H+6 OS E ) (-2o-,J� 9©KC l-- Q-,00F 1 Square feet: 1 st floor:existing proposed 2nd floor:existing 4 3 2- proposed p(04- Total new 3.A Zoning District Flood Plain Groundwater Overlay Project Valuat ors 3/ b bb Construction Type Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑No Basement Type: ❑Full ❑Crawl ❑Walkout Cl Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full:existing new Half:existing new Number of Bedrooms: existing new Total Room Count(not including baths):existing new First Floor Room Count Heat Type and Fuel: ❑Gas ❑Oil ❑Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑No Detached garage:0 existing ❑new size Pool:O existing 0 new size Barn:0 existing ❑new size QAttached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded O Commercial ❑Yes 0 No If yes,site plan review# c_ Current Use Proposed Use = -cz.r BUILDER-INFORMATION NameLcn)J7Telephone Number C .� mi l '�av� CD Address License# .j r-- rri Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS-RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE ` DATE (( ('0 - FOR OFFICIAL USE ONLY PERMIT NO. r t 1 1'A DATE ISSUED : P r c. Cr, MAP/PARCEL NO. i -ADDRESS - VILLAGE I OWNER C DATE OF INSPECTION: FOUNDATION FRAME I O r t INSULATION f q) pL _ FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL - GAS: ROUGH FINAL .: FINAL BUILDING 1 r I DATE CLOSED OUT 1 ASSOCIATION PLAN NO. . ) . I t ppTHE gyp ` Town of Barnstable - . P b v Regulatory Services BARN STABLE, Thomas F. Geller,director y MASS. 4, 1639 �.� Building Division �D NiA� Tom Perry,Building Commissioner • 200 Main Street, Hyannis,MA 02601 - www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 ------ HOMEOWNER LICENSE EXEMPTION Please Print DATE: 5- 30 'o4-- JOB LOCATION: 2v /4eft-( b-i w Z� p I number. "'Vv streets village MEOW r Irl A-i C. e 004 C a/ - y O a 11 "HOMEOWNER": � T ��a �d1oZ �OZ-1 ► .SDo "J��-b� I name home phone# work phone# CURRENT MAILING ADDRESS: < 0 . -Box (5_3 73 Prit 3T)1 g LE M A 0263d city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and 1 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 1 be, a one or two-family dwelling, attached or detached structures accessory to such use and/or fauta structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner" shall submit to the Building Official on a form acceptable to the Building Official, that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance-with the State Building Code and other applicable codes, bylaws, rules and regulations. The undersigned_"homeowner" certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. • Signal e of meowner • 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 i 09.1.1 -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 ConstructioriSupervisors,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. Tne 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 lastpage of this issue is a form currently used by several towns. You may care t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt IROOF SHEATHING CN S' The Town of Barnstable RAFTERrit Department of Health Safety and 2" X Environmental Services Building Division CEILING JOISJ At, SIZE: 2" X ff O. C. WALL STUDS 1 (I 4 2" X 'U P� O.C. FLOOR OP( SHEATHING= " SILL 2"X ► i FLOOR JOISTS SIZE: 2"X O. . UNDATION W•. T ► SS " :ASEMENT FLOG' SLAB THICKNESS FOOTING SIZE X -► J _ f . '`Page 1 of 2 Date; November 29,2007 Case No.:08-0 i-0028A LOMA o``ca��F.4 g Federal Emergency Management Agency 04., , ,,4..., Washington,D.C.20472 lgND Sir" LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) COMMUNITY AND MAP PANEL INFORMATION LEGAL PROPERTY DESCRIPTION TOWN OF BARNSTABLE, Lot 177, Subdivision Plan 17933-C, as described in the Deed, BARNSTABLE COUNTY, recorded as Document No. 807,672, in the Office of the Registry of MASSACHUSETTS Deeds, Barnstable County, Massachusetts COMMUNITY 7Pf COMMUNITY NO.:250001 /9-/(lip -) NUMBER:1500010001D-- - - - --- -,. • __ AFFECTED MAP PANEL DATE:7/2/1992 FLOODING SOURCE:CAPE COD BAY;MARASPIN APPROXIMATE LATITUDE&LONGITUDE OF PROPERTY:41.707, -70.294 CREEK SOURCE OF LAT&LONG:PRECISION MAPPING STREETS 7.0 DATUM:NAD 83 DETERMINATION OUTCOME 1%ANNUAL LOWEST LOWEST BLOCK/ WHAT IS CHANCE ADJACENT LOT LOT SUBDIVISION STREET REMOVED FROM FLOOD FLOOD GRADE ELEVATION SECTION THE SFHA ZONE ELEVATION ELEVATION (NGVD 29) (NGVD 29) (NGVD 29) 177 -- Plan 17933-C 28 Meridian Way 1 Structure B 11.0 feet 11.6 feet -- 619n_ (Residence) Special Flood Hazard Area (SFHA) - The SFHA is an area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year(base flood). ADDITIONAL CONSIDERATIONS(Please refer to the appropriate section on Attachment 1 for the additional considerations listed below.) PORTIONS REMAIN IN THE SFHA STUDY UNDERWAY This document provides the Federal Emergency Management Agency's determination regarding a request for a Letter of Map Amendment for the property described above. Using the information submitted and the effective National Flood Insurance Program (NFIP) map, we have determined that the structure(s) on the property(ies) is/are not located in the SFHA, an area inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood). This document amends the effective NFIP map to remove the subject property from the SFHA located on the effective NFIP map; therefore, the Federal mandatory flood insurance requirement does not apply. However, the lender has the option to continue the flood insurance requirement to protect its financial risk on the loan. A Preferred Risk Policy (PRP) is available for buildings located outside the SFHA. Information about the PRP and how one can apply is enclosed. This determination is based on the flood data presently available. The enclosed documents provide additional information regarding this determination. If you have any questions about this document, please contact the FEMA Map Assistance Center t I free a877) 3.,36-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 13@pAlex3fidria; VA 22304-6439. ; Et'7 r^: 2.a. 0 William R.Blanton Jr.,CFM,Chief N Engineering Management Branch CO in Mitigation Directorate d r . Page 2 of 2 Date: November 29,2007 Case No.:08-01-0028A LOMA r`� Federal Emergency Management Agency � ° ' ` Washington, D.C.20472 ��9ND St:C- LETTER OF MAP AMENDMENT DETERMINATION DOCUMENT (REMOVAL) ATTACHMENT 1 (ADDITIONAL CONSIDERATIONS) PORTIONS OF THE PROPERTY REMAIN IN THE SFHA (This Additional Consideration applies to the preceding 1 Property.) Portions of this property, but not the subject of the Determination/Comment document, may remain in the Special Flood Hazard Area. Therefore, any future construction or substantial improvement on the property remains subject to Federal, State/Commonwealth, and local regulations for floodplain management. STUDY UNDERWAY(This Additional Consideration applies to all properties in the LOMA DETERMINATION DOCUMENT(REMOVAL)) This determination is based on the flood data presently available. However, the Federal Emergency Management Agency is currently revising the National Flood Insurance Program (NFIP) map for the community. New flood data could be generated that may affect this property. When the new NFIP map is issued it will supersede this determination. The Federal requirement for the purchase of flood insurance will then be based on the newly revised NFIP map. This attachment provides additional information regarding this request. If you have any questions about this attachment, please contact the FEMA Map Assistance Center toll free at (877) 336-2627(877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency,3601 Eisenhower Avenue,Suite 130,Alexandria,VA 22304-6439. y X • • William R.Blanton Jr.,CFM,Chief Engineering Management Branch Mitigation Directorate • T O • Federal Emergency Management Agency `J44.7 Washington, D.C. 20472 1Nn sv•c - November 29,2007 MR. TIM T.TELMAN CASE NO.: 08-01-0028A P.O. BOX 153 COMMUNITY: TOWN OF BARNSTABLE, BARNSTABLE,MA 02630 BARNSTABLE COUNTY, MASSACHUSETTS COMMUNITY NO.: 250001 DEAR MR.TELMAN: This is in reference to a request that the Federal Emergency Management Agency (FEMA) determine if the property described in the enclosed document is located within an identified Special Flood Hazard Area, the area that would be inundated by the flood having a 1-percent chance of being equaled or exceeded in any given year (base flood), on the effective National Flood Insurance Program (NFIP) map. Using the information submitted and the effective NFIP map, our determination is shown on the attached Letter of Map Amendment (LOMA) Determination Document. This determination document provides additional information regarding the effective NFIP map, the legal description of the property and our determination. Additional documents are enclosed which provide information regarding the subject property and LOMAs. Please see the List of Enclosures below to determine which documents are enclosed. Other attachments specific to this request may be included as referenced in the Determination/Comment document. If you have any questions about this letter or any of the enclosures, please contact the FEMA Map Assistance Center toll free at (877) 336-2627 (877-FEMA MAP) or by letter addressed to the Federal Emergency Management Agency, 3601 Eisenhower Avenue, Suite 130, Alexandria, VA 22304-6439. Sincerely, William R. Blanton Jr., CFM, Chief Engineering Management Branch Mitigation Directorate LIST OF ENCLOSURES: LOMA DETERMINATION DOCUMENT(REMOVAL) cc: State/Commonwealth NFIP Coordinator Community Map Repository Region w C L TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION (1 Map 319 Parcel 0(S Permit# • 7 e3 7 3 / !` �u�,. U`v i,. -- BARNSTABLE Health Division `, ll�J r Date Issued 7 �fi / ,ram ///I/''5'4%3 1`. o•r cjAP l Z Application FeeConservation Division �Tax Collector iv s/V x esPermit Fee ii 39 5d Treasurer 4/gi --) DI w-`I 171. Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address .7e �c E b ( w" 'j Village Sr 40 S7 LE Owner M A 7 C , YE LM A-,) Address 2e i '(e-f2A 1 f17\) (i`i-E j Telephone 5-0g-3G2-(02�9 Permit Request S i C(LC Siro 121 ZO O M ki b I J 1 O r-) 2"A rL002 1bo4mEiZ. Square feet: 1st floor: existing '(,O proposed-t-3(0to 2nd floor: existing p32 proposed ch Total new 3(,6 Zoning District Flood Plain Groundwater Overlay Project Valuation if C14 00 Construction Type Co AlVEi fl orU1j-L Woo ritkifl L� Lot Size q 16O9 Sa • FT. Grandfathered: ❑Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family le Two Family O Multi-Family(#units) Age of Existing Structure 9 Historic House: ❑Yes No On Old King's Highway: ❑Yes gNo Basement Type: ❑Full %Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) r 2O Number of Baths: Full: existing 3 new 0 Half: existing l new 0 Number of Bedrooms: existing 3 new i Total Room Count(not including baths): existing 6. new I First Floor Room Count 3 Heat Type and Fuel: )(Gas ❑Oil ❑ Electric ❑Other Central Air: ❑Yes 4'No Fireplaces: Existing l New 0 Existing wood/coal stove: ❑Yes 'No Detached garage:O existing ❑new size Pool:O existing O new size Barn:❑existing O new size Attached garage:O existing ❑new size Shed:Nexisting ❑new size Other: Zoning Board of Appeals Authorization O Appeal# Recorded❑ Commercial O Yes $i\lo If yes, site plan review# Current Use S'r'IQ &LE PAP I L / kb ivl.C Proposed Use S AIM e �- BUILDER INFORMATION Name // o rnZ eL-A"VCw Telephone Number 5 36 Z -w 2 7?f Address PO i v)c. WSJ License# /.7litte/J5 g L L 02-630 Home Improvement Contractor# r Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO SIGNATURE DATE r/Aer FOR OFFICIAL USE ONLY ' •PERMIT NO: • ' DATE ISSUED MAP/PARCEL NO. ' . ADDRESS VILLAGE • OWNER DATE OF INSPECTION: FOUNDATION ]/mod B It •//2 G V FRAME ,g/C/e!n d'A /O/l f//G INSULATION` S (/ ® ,,fc /€ /2 Vol or / FIREPLACE • ELECTRICAL: ROUGH FINAL • PLUMBING:- ROUGH FINAL GAS: ROUGH FINAL III t FINAL BUILDING• tt� t DATE CLOSED OUT ,.L ' • ASSOCIATION PLAN NO. ( ' r1 - 5 RESIDENTIAL BUILDING PERMIT FEES APPLICATION FEE . / New Buildings,Additions $50.00 1/ Alterations/Renovations $25.00 Building Permit Amendment $25.00 • FEE VALUE WORKSHEET NEW LIVING SPACE 3(p(o square feet x$96/sq.foot= 35, )34, x.0031= )0?-q D- plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE • square feet x$64/sq.foot= x.0031= plus from below(if applicable) GARAGES(attached&detached) square feet x$32/sq.ft.= x.0031= ACCESSORY STRUCTURE>120 sq.ft. . . _ >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf-1500 sf 100.00 >1500 sf-Same as new building permit: square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS _ Open Porch -' - - - x$30.00= (number) Deck---- x$30.00= ___ (number)• • Fireplace/Chimney = (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 . Relocation/Moving $150.00 (plus above if applicable) Permit Fee projcost Town of Barnstable CF 1ME Tp� . • Regulatory Services eft �� anxrisTnBz e, ; Thomas F.Geiler,Director �m 1 Building Division -40 NoTom Perry,Building Commissioner 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: q /6 O � JOB LOCATION: 2 6�-0 k (O / krill — number 7: street l ? village s+ 7 "HOMEOWNER": Tiko Pry / t--hfP 5 F-3. Z— 2 751 S6 26 r`oi. y name r %� home phone# work phone# CURRENT MAILING ADDRESS: p 0 '✓c'K f 3 le srfjl) L_ 14402-6 30 city/town state zip code The current exemption for"homeowners"was extended to include owner-occupied dwellings of six units or less and to allow homeowners to engage an individual for hire who does not possess a license,provided that the owner acts as supervisor. DEFINITION OF HOMEOWNER Person(s)who owns a parcel of land on which he/she resides or intends to reside,on which there is,or is intended to be,a one or two-family dwelling,attached or detached structures accessory to such use and/or farm structures. A person who constructs more than one home in a two-year period shall not be considered a homeowner. Such "homeowner"shall submit to the Building Official on a form acceptable to the Building Official,that he/she shall be responsible for all such work performed under the building permit. (Section 109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Department minimum inspection procedures and requirements and that he/she will comply with said procedures and re ents. 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 t amend and adopt such a form/certification for use in your community. Q:forms:homeexempt r/TNE,�y The Town of Barnstable Department of Health Safetyand BARNSTABLE. p Environmental Services MASS. /O MpY' Building Division 367 Main Street,Hyannis,MA 02601 •• • 508.862-4038 • 508.790-6230 PLAN REVIEW Owner: M2)/ CL /1Ilo6/1/ l Map/Parcel: 3/�' Q/� • ProjectAddress: Q 'D/yt,R d "94 Builder: ®Wive , • • The following items were noted on reviewing: Wi /DekV5 S, f wA il/eY% 70' Aeoyec %, ,fie 7-i:/ypeR ei �)rib.o,9 r,lo4/ /5$ S.ti'awn/ GN4/74 ,, By divs/erl xo se Awiseo 540 //� B r �r pp kt004/C. it-44014/97i o a/ ,7/J/S t/r/T e l)2, Peg ,.G.vE9/�4-Y awes (() wood , ecX,9$ rgor,A/ ci 4,ww • $/ vwt/eR 7 a v q t'/�ri o (() yRoA'TDooR Root 1?/a77 ,EYTZ,vi' !(Tfy, r;dr/G• 67;0, Peg. rer�r1, • • • • Reviewed by: i%/• Date: ,y M9Y 200 PAGE 02 MCTUDOR PE 04/20/2004 16:00 5087717163 . ' I ' • • a , mm . , r ....---•: :::::.rZ2Fi?____L_U)NI):.-=-- .'L.:12..i 527 : --ill. ..1V.r.7:;7HA.L .,::A.KLID, oLow On4C1. 16 '--5XrVh1D tLe aeiroNT, 0P4, ,,, • 1 r 4-7,47• .\-i/ at...., , -• •#v1 Pre.:14 '!.tYlA.i:WF2- •Elot.e. .'.4* . :.--et .4 ID"qe..;-: .e,6•LtNv: 2,,i F;.e....;_. ._ !__. .. , . . • REVISED PLANS . 'Date: ...._ 1 il --' • IN OF _ '-'‘.\ MICHELE Qs, .. ' 14..) c, >'. 1 i31 No.3477 JF71,1 i STRUCTURAL ! - r:IN/AL.EI 7) , i /../. 2, . ...:....,,,_,J MICHELE C. TUDOR P E • ; rnee'E. ,. . .. . . .3 e Al t•.:.: - •••:•:• •••.i• .... ...,-• 123 Cottonwood Lone, Contorying. ........_ . ,_...._. ._. SS — 1 1 proi„t_____,.._ iza,-_ ,,,,i„, •-•., r 04/20/2004 16:00 508771716.3 MCTiUDOR PE PAGE 03 W f ' 'r *lC o' • r 1:.,' 's ��. „ I �- +�'� \ c 3 I I \ CO 7�/G ' - / Zor)6 a i) D om' - x , - i i c8 :,..si.s crop scFfc.r/N-s.a: IQ 1 /iS' ---,_ �, i ......„ .gssedAbsar "'p 3/9 :� '� . 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Consulting Structural Engineers • 1n cottonwoomassachusetts 02b92 1979 • (SUS Fa ) 771 7601 • x(508) 77) �163 mctuantancantnet CeCC /-fo8- RANSMJTTAL 757 g s viva Date: Ito,`o ?q° a ° ATTN: 6 t t-L truf A RE: our fk N z S mtigicipv4-)J IAA O $7, This office is forwarding.herewith: 5fv eur0 u& 'MT • _S =/ • t- 77h.s Pyrrer mks: Thank you. • • • AC'J)N KEY: ( ) Generally conforms with ( ) As requested, design,subject to.notes. ( ) Rejected. ( ) For your use. ( ) Revise and/or complete as ( For your information. noted, ( For inclusion to the project ( ) Resubmit. plansand specifications. ( )For your review and cvuunents. By , I-let-L*14N No-4 - q 6 a r� I V . "TOroUND. = rL. 12., 50 ,_ r e • 25 Tor, A Li- A 211D, OPN C1 'S —�iX-'E N 11'311 DE`I(oNt> ppH.6 ems Pt.c01) E L, 114 o _ -FIN,GRAbe _ .L.,, I l r a_. I' -, ipe. DIk. '„Nt�' F I-loLes '�> eeree 41 011 a� Lavc/ e7, F. a. r.1. . C.►2•A41 l- SPA C,e- _ • • 4-1-d' MIN., 11 FILL `�/ RU }}eD SToN E (aPt ,1� . r I rC t f I.Do( ---ro 1,4 L'r, z" U s-r c }-P o d v • ' 11 11 �l • I F r4 (pCFMgss �# MICHELE q4y! �� C' N -* TUDOR m'' No.34774 I' o STRUCTURAL h. *s-rVik9,x\OAA 1/-6/a try II n °/2-34)2- pP-vPo •p ApnlrlaN �[zoPoS�o FLoob MICHELE C. TUDOR, P.E. FoUlibArioN Consulting Engineer pa—FA, ' L.S 123 Cottonwood Lona, Centerville, IAossochusetta 02632 Drown B MCT / --t- Lr-���i � sl -G� Y N N Date: o�� o� Drawing o ze N�rI D IA I� Wi') IAE M s1M L scale /�, .o R��.: o (( (`�1 K(1�1 I .. File Nome:.. - Prn:0,* ni.. .%N77,gfiSf �•..l j 1�.J A. 9 a l• 74.16 x10.9 PiPiElli . N EX SHED 20.80 4,4,,,,i„i X10.5 EX. X10.5 / DY&1LING FINISH FLOOR e EL=12.47 MSL. Q 20.89 / • 10.3.. PROP. Z ^ ADDITI• Q N X10.3 W 4. ?4's ;5.65 E gj ROAD � THE ENTIRE LOT FALLS WITHIN BAf FLOOD ZONE A3 (EL. 11), AS DELINEATED ON FIRM 250001-0001 D, EFFECTIVE DATE 7-2-90. NO OTHER RESOURCE AREAS FALL WITHIN JURISDIC770NAL LIMITS. CERTIFIED PLOT PLAN TELMAN RESIDENCE 28 MERIDIAN WAY I CERTIFY THAT THE IMPROVEMENTS SHOWN ; �0 of Y4ss BARNSTABLE, MA HAVE BEEN LOCATED WITH AN INSTRUMENT 4( 40,. I DATE: APR. tee 2002 DRAWN: MS ,god ,� �aa SURVEY. it ` SCALE:1'-30° DIM c� sricE5 3 No. 3sa18 EASTBOUND 44c ak LAND SURVEYING, INC 4- ll -of_ �,'0 , P.O. Box 1836 V � � �_�r1�!'' 41 Lane ROBB SYKES, .LS. DATE ' C/° 1 Meetinghouse. ►„ Armen MAScheck COMPLIANCE REPORT Massachusetts Energy Code Permit # MAScheck Software Version 2 .0 2g 64 -Ela l o t AA) Checked by/Date CITY: Hyannis STATE: Massachusetts HDD: 5973 CONSTRUCTION TYPE: 1 or 2 family, detached HEATING SYSTEM TYPE: Other (Non-Electric Resistance) DATE: 8-6-2002 DATE OF PLANS: TITLE: COMPLIANCE: PASSES Required UA = 106 Your Home = 99 Area or Insul Sheath Glazing/Door Perimeter R-Value R-Value U-Value UA CEILINGS 476 38 .0 0 . 0 14 WALLS: Wood Frame, 16" O.C. 371 19 . 0 3 .0 20 GLAZING: Windows or Doors 92 0. 350 32 DOORS 37 0 . 350 13 FLOORS: Over Unconditioned Space 413 19 . 0 20 HVAC EFFICIENCY: Furnace, 85 . 0 AFUE COMPLIANCE STATEMENT: The proposed building design represented in these documents is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the requirements of the Massachusetts Energy Code. The heating load for this building, and the cooling load if appropriate has been determined using the applicable Standard Design Conditions found in the Code. The HVAC equipment selected to heat or cool the building shall be no greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . Builder/Designer Date r � ' MAScheck INSPECTION CHECKLIST Massachusetts Energy Code MAScheck Software Version 2.0 DATE: 8-6-2002 Bldg. Dept. Use CEILINGS : [ ] 1 . R-38 Comments/Location WALLS: [ ] 1. Wood Frame, 16" O.C. , R-19 + R-3 Comments/Location WINDOWS AND GLASS DOORS: [ ] 1 . U—value: 0 . 35 For windows without labeled U—values, describe features : # Panes Frame Type Thermal Break? [ ] Yes [ ] No Comments/Location DOORS: [ ] 1 . U—value: 0 . 35 Comments/Location FLOORS: [ ] 1 . Over Unconditioned Space, R-19 Comments/Location HVAC EQUIPMENT EFFICIENCY: [ ] 1 . Furnace, 85. 0 AFUE or higher Make and Model Number THERMOSTATS: [ ] Adjustable thermostats required for each HVAC system. AIR LEAKAGE: Joints, penet rations, and all other suc h] openings in the building envelope that are sources of air leakage must be sealed. Recessed lights must be type IC rated and installed with no penetrations or installed inside an appropriate air—tight assembly with a 0.5" clearance from combustible materials and 3" clearance from insulation. VAPOR RETARDER: [ ] Required on the warm—in—winter side of all non—vented framed ceilings, walls, and floors . MATERIALS IDENTIFICATION: [ ] Materials and equipment must be identified so that compliance can be determined. Manufacturer manuals for all installed heating and cooling equipment and service water heating equipment must be provided. Insulation R—values, glazing U—values, and heating equipment efficiency must be clearly marked on the building plans or specifications . DUCT INSULATION: r ' [ ] Ducts in unconditioned spaces must be insulated to R-5 . • Ducts outside the building must be insulated to R-8 .0 . DUCT CONSTRUCTION: ' [ ] All ducts must be sealed with mastic and fibrous backing tape. Pressure-sensitive tape may be used for fibrous ducts . The HVAC system must provide a means for balancing air and water systems . TEMPERATURE CONTROLS: [ ] Thermostats are required for each separate HVAC system. A manual or automatic means to partially restrict or shut off the heating and/or cooling input to each zone or floor shall be provided. HVAC EQUIPMENT SIZING: [ ] Rated output capacity of the heating/cooling system is not greater than 125% of the design load as specified in sections 780CMR 1310 and J4 .4 . MISC REQUIREMENTS: [ ] Refer to 780 CMR, Appendix J for requirements relating to swimming pools, HVAC piping conveying fluids above 120 F or chilled fluids below 55 F, and circulating hot water systems . NOTES TO FIELD (Building Department Use Only) - • 4 4 ,"411; ROOF BEAM / TJ-Beam(TM))6.02Serial Numoer 02003603 3 1/2" x 16" 2.0E Parallam® PSL User.Page 1 Engine 2 ersio6PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0M2 18' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 14' Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Uniform(plf) Snow(1.15) 420.0 280.0 0 To 18' Replaces Tapered(plf) Snow(1.15) 30.0 To 210.0 10.0 To 70.0 0 To 18' Adds To SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Stud wall 3.50" _5.06") 4585/2946/0/7531 L1:Blocking 1 Ply 1 1/4"1.3E TimberStrand®LSL 2 Stud wall 3.50" 5.56" 5135/3129/0/8264 L1: Blocking 1 Ply 1 1/4"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): Li: Blocking -Bearing length requirement exceeds input at support(s)1,2.Supplemental hardware is required to satisfy bearing requirements. DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) -8098 -6661 12451 Passed(53%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 34251 34251 40198 Passed(85%) MID Span 1 under Snow loading Live Load Defl(in) 0.539 0.589 Passed(U394) MID Span 1 under Snow loading Total Load Defl(in) 0.875 0.883 Passed(U242) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. PROJECT INFORMATION: OPERATOR INFORMATION: TIM TELMAN Bill Rubel 28 MERIDIAN WAY Mic-Cape Home Centers BARNSTABLE MA 465 Rt 134 PO Box 1418 South Dennis,Mass. 02660 Phone: 1-508-398-6071 ext.4990 Fax : 1-508-398-4559 brubel@midcape.net Copyright 2001 by Trus Joist, a Weyerhaeuser Business Parallam2 is a registered trademark of Trus Joist. giti4XiSt ROOF JOIST - TJ-Beam(TM)6.02 Serial m6e 00200 60 11 7/8" TJI®/Pro(TM)-250 @ 16" o/c Page Engine Versio2PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0/12 14• , All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Joist Member. • Primary Load Group-Snow(psf):60.0 Live at 115%duration, 15.0 Dead SUPPORTS: Input Bearing Vertical Reactions Ply Depth Nailing Detail Other Width Length (lbs) Depth Live/Dead/Uplift/Total 1 Timberstrand LSL 3.50" Hanger 563/141 /0/704 1 9.50" N/A H6:Top Mount None Beam Hanger 2 Stud wall 3.50" 3.50" 557/139/0/696 N/A N/A N/A R1:Blocking 1 Ply TJI®/Pro(TM)- 250 -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):H6:Top Mount Hanger,R1: Blocking HANGERS: Simpson Strong-Tie®Connectors Support Model Slope Skew Reverse Top Flange Top Flange Support Wood Flanges Offset Slope Species 1 Top Mount Hanger ITT11_88 0/12 0 N/A No 0 N/A -Nailing for Support 1: Face:2-N10,Top 4-N10, Member:2-N10 DESIGN CONTROLS: Maximum Design Control Control Location Shear(lbs) 675 675 1633 Passed(41%) Lt.end Span 1 under Snow loading Vertical Reaction(lbs) 675 675 1633 Passed(41%) Bearing 2 under Snow loading Moment(Ft-Lbs) 2278 2278 5095 Passed(45%) MID Span 1 under Snow loading Live Load Defl(in) 0.220 0.450 Passed(U736) MID Span 1 under Snow loading Total Load Defl(in) 0.275 0.675 Passed(U589) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Allowable moment was increased for repetitive member usage. -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. PROJECT INFORMATION: OPERATOR INFORMATION: TIM TELMAN Bill Rubel 28 MERIDIAN WAY Mic-Cape Home Centers BARNSTABLE MA 465 Rt 134 PO Box 1418 South Dennis,Mass. 02660 Phone: 1-508-398-6071 ext.4990 Fax : 1-508-398-4559 brubel@midcape.net Copyright 2001 by Trus Joist, a Weyerhaeuser Business TJIS,TJ-Beam% and TimberStrands are registered trademarks of Trus Joist. e-I Joist'",Pro^• and TJ-ProTM are trademarks of Trus Joist. Simpson Strong-Tie3 Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. • &Ns j ROOF JOIST _ TJ-Beam(TM)6.02 Serial m6erfi:1700 0B03608 11 7/8" TJI®/Pro(TM)-250 @ 16" o/c 7J16/0 User:, Engine ersio3PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 2 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. • -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. • -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. • • • PROJECT INFORMATION: OPERATOR INFORMATION: TIM TELMAN Bill Rubel 28 MERIDIAN WAY Mic-Cape Home Centers BARNSTABLE MA 465 Rt 134 PO Box 1418 South Dennis,Mass. 02660 Phone: 1-508-398-6071 ext.4990 Fax : 1-508-398-4559 brubel@midcape.net Copyright 2001 by Trus Joist, a Weyerhaeuser Business TJIS,TJ-Beams and TimberStrands are registered trademarks of Trus Joist. e-I Joist",ProTM and TJ-ProTM are trademarks of Trus Joist. Simpson Strong-Ties Connectors is a registered trademark of Simpson Strong-Tie Company, Inc. kdi" j 4L WINDOW HEADER • TJ-Beam(TM)6.02 Serial au 002003608 2 Pcs of 1 3/4" x 7 1/4" 1.9E Microllam® LVL User:1 Engine 2 Version: 9 PM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0112 Roof Slope0M2 J11 All dimensions are horizontal. Product Diagram is Conceptual. LOADS: Analysis is for a Header(Flush Beam)Member. Tributary Load Width: 1'4" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Point(Ibs) Snow(1.15) 5135 3129 1'6" - SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total . 1 Stud wall 3.50" 3.50" 2628/1615/0/4243 L1: Blocking 1 Ply 1 3/4"1.3E TimberStrand®LSL 2 Stud wall 3.50" 3.50" 2628/1615/0/4243 L1: Blocking 1 Ply 1 3/4"1.3E TimberStrand®LSL -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s): L1:Blocking DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) 4230 -4177 5544 Passed(75%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 5575 5575 8182 Passed(68%) MID Span 1 under Snow loading Live Load Defl(in) 0.033 0.089 Passed(L/960) MID Span 1 under Snow loading Total Load Defl(in) 0.054 0.133 Passed(U595) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TIM TELMAN Bill Rubel 28 MERIDIAN WAY Mic-Cape Home Centers BARNSTABLE MA 465 Rt 134 PO Box 1418 South Dennis,Mass. 02660 Phone: 1-508-398-6071 ext.4990 • Fax : 1-508-398-4559 brubel@midcape.net Copyright S 2001 by Trus Joist, a Weyerhaeuser Business Microllamg is a registered trademark of Trus Joist. Wilifiwyeriu°141- WINDOW HEADER TJ-Beam(TM)6.02Serial u 700200350 2 Pcs of 1 3/4" x 9 1/2" 1.9E Microllam® LVL User:Page 1 Engine ersiosanM THIS PRODUCT MEETS OR EXCEEDS THE SET DESIGN Page 1 Engine Version:1.2.1 CONTROLS FOR THE APPLICATION AND LOADS LISTED Member Slope:0/12 Roof Slope0/12 1❑; [2❑ 13' All dimensions are horizontal. Product Diagram is Conceptual. LOADS: • Analysis is for a Header(Flush Beam)Member. Tributary Load Width:6'6" Primary Load Group-Snow(psf):30.0 Live at 115%duration,20.0 Dead Vertical Loads: Type Class Live Dead Location Application Comment Tapered(plf) Snow(1.15) 90.0 To 390.0 23.0 To 98.0 0 To 13' Replaces SUPPORTS: Input Bearing Vertical Reactions(Ibs) Detail Other Width Length Live/Dead/Uplift/Total 1 Wood column 3.00" 3.00" 1229/370/0/1599 L5 None 2 Wood column 3.00" 3.00" 1891 /536/0/2427 L5 None -See TJ SPECIFIER'S/BUILDERS GUIDE for detail(s):L5 DESIGN CONTROLS: Maximum Design Control Control Location Shear(Ibs) -2365 -1925 7265 Passed(26%) Rt.end Span 1 under Snow loading Moment(Ft-Lbs) 6353 6353 13541 Passed(47%) MID Span 1 under Snow loading Live Load Defl(in) 0.318 0.425 Passed(U481) MID Span 1 under Snow loading • Total Load Defl(in) 0.411 0.637 Passed(U372) MID Span 1 under Snow loading -Deflection Criteria:STANDARD(LL:U360,TL:U240). -Bracing(Lu):All compression edges(top and bottom)must be braced at 2'8"o/c unless detailed otherwise. Proper attachment and positioning of lateral bracing is required to achieve member stability. -Design assumes adequate continuous lateral support of the compression edge. ADDITIONAL NOTES: -IMPORTANT! The analysis presented is output from software developed by Trus Joist(TJ). TJ warrants the sizing of its products by this software will be accomplished in accordance with TJ product design criteria and code accepted design values. The specific product application,input design loads, and stated dimensions have been provided by the software user. This output has not been reviewed by a TJ Associate. -Not all products are readily available. Check with your supplier or TJ technical representative for product availability. -THIS ANALYSIS FOR TRUS JOIST PRODUCTS ONLY! PRODUCT SUBSTITUTION VOIDS THIS ANALYSIS. -Allowable Stress Design methodology was used for Building Code NER analyzing the TJ Distribution product listed above. -Note:See TJ SPECIFIER'S/BUILDER'S GUIDES for multiple ply connection. PROJECT INFORMATION: OPERATOR INFORMATION: TIM TELMAN Bill Rubel 28 MERIDIAN WAY Mic-Cape Home Centers BARNSTABLE MA 465 Rt 134 PO Box 1418 South Dennis,Mass. 02660 Phone: 1-508-398-6071 ext.4990 Fax : 1-508-398-4559 brubel@midcape.net Copyright C 2001 by Trus Joist, a Weyerhaeuser Business Microllam3 is a registered trademark of Trus Joist. r f 74.16 X10.9 0 `V EX SHED 20.80 X10.5 EX X10.5 DWELLING FINISH FLOOR EL=12.47 MSL Q 20.89 • A/03. PROP. Z N. ADDI110 Q * N X10.3 co LL.l V ir ND �5'65 W ROAD , �� THE ENTIRE LOT FALLS W11HIN BAY VtE -,`;',et,4, ,19�� ®� onp) FLOOD ZON NO DELINEATEDEON FIRM 250001-0001D. . Q�9�'L 'e EFFECTIVE DATE 7-2-90. -ii. ),6) NO OTHER RESOURCE AREAS FALL y°11F WITHIN JURISDICTIONAL LIMITS. CERTIFIED PLOT PLAN TELMAN RESIDENCE 28 MERIDIAN WAY I CERTIFY THAT THE HAVE BEEN LOCATEDI WITH AN INSTRUMEMPROVEMENTS NT I + of yA �4BARNSTAB ASURVEY. ROBB �, 2002 JOBt•' E00283 SYKES SCALE:1 =30 DWG. CPP No. 35418 u'1 gtirt4 ... 1 , EASTBOUND .�° LAND SURVEYING, INC. 7,, * 3 Z ' ;�',,, 'Tewr, s�," P.O. Box 1836 ROBB SYKES, .LS. DATE 41 Meetinghouse Lane �� ✓' Sagamore Beach, MA 02562 f PAGE NO. iflasuneilan CALL.NO. CUSTOMER/PROJECT j FLmf7,V/ 8nRM r a MNi REF.NO. 2 f f??Fj4 i< DATE j�ik/ BY SUBJECT p/Q ) �' DUR/ri /Z /4/) O i i/AIz) CHECKED• BY X,sT/v - z x!c): R/46 61/1?) - Z yS /A '16 - ' ac. ,5 ► 3� ,r s s ?1i6_ P4,0067 . . 2mo 1-2t 2 � � - 111EIHNIZIEM . 2 x Id" CSC. IsT Pia 2.1A015 /4‘4oc/ - - G . � . s : Vel/av PLO/ AF-T: IlOsennoRnn Fnfsms*innsi inn alnn..nnel Minoeinhn000t • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map , jC Parcel 6 f.- Permit# c3 o`3 Health Division .d_ r/G10 2- Aru./ /007 Date Issued 3/29/02— Conservation Division & Oft- ihvcl Portlgo Z�Z Application Fee ,� Tax Collector Y— — 6� aY- Permit Fee /2-/, '96 Treasurer k•�4_ at APPLICANT MUST OBTAIN A SE WEI Planning Dept. CONNECTION PERMIT FROM THE ENGINEERIN.: DIVISION PRIOR TO Date Definitive Plan Approved by Planning Board CONSTRU .i Historic-OKH Preservation/Hyannis G o , 'I 14c 0Z ♦, Project Street Address 2 M e2 l b t iv&I W A-y Village gA14 46 T A 6 L 1 Owner Ar C < .T—E L t`'l oil Address ° % ' ' 1 � A4,J Telephone co 3(02 6 2 71 Permit Request 0/4 C FLoO A Roo M Mt) r C 0 " F '4 L ( (e.00MV, 1 x t 6 A-a6 Cs<Pip A ( ' f reel-r,u/b t ,-,f t\J AA Of i Square feet: 1st floor: existing ' •0 proposed 4311.i 2nL floor: existing S32- proposed 0 Total new "36561 Zoning District I1 n g Flo.. ain I ' Groundwater Overlay 1 Project Valuation *35,0 r N J 0 Construe '• Type , so 'n OW `11 t AA-M E 1 Lot Size I,(0, 09 s c • rT Grand I;:thered: O Yes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family ►' / Two Family ❑ Multi-Family(#units) Age of Existing Structure :oric House: O Yes KNo On Old King's Highway: Yes XiNo Basement Type: O Full )(Crawl '❑W•1 out ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) c1 (00 ` Number of Baths: Full: existing 3 new C6 Half: existing I new 0 .4 Number of Bedrooms: existing II new _A Total Room Count(not including baths): existing ( new I First Floor Room Count 3 Heat Type and Fuel: KGas ❑Oil ❑ Electric ❑Other I Central Air: ❑Yes )(No Fireplaces: ExistingExisting # Ps New 0 wood/coal stove: ❑Y� No F ›>a. Detached garage:O existing O new size Pool: O existing ❑new size Barn:O existjng ❑new; size' Attached garage:❑existing ❑new size Shed j'existing O new size Other: 01 Z :�' Zoning Board of Appeals Authorization CI Appeal# Recorded❑ , "f '• CZ Commercial ❑Yes )(No If yes, site plan review# CCD ' m Current Use r)(4 c,-Le. riNitit.I Ly {`Fb ti4& Proposed Use SPA'► BUILDER INFORMATION Name 71-o T4y 7T- ''T L, i;Telephone Number 5-bof'36.2 -6 Z 7 9 0 Address 2e M 6tl of ti-A) w-441 (License# 72,Aiuk5-7 L-C /4A- &'Home Improvement Contractor# Worker's Compensation# ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO 6 --OZ SIGNATURE D DATE d' (.. „...-... ..........• FOR OFFICIAL USE ONLY ..- . ,.., , , - .,. *.. r PERMIT NO. . ....• .,, - - : r .... _— _ / - 7,,- DATE ISSUED . . 1 : l'1.-- . • . t . ,..-• .„- - ,- - 7. , • ) ” .7. . - -. , . ... .. , .:. . ..... . .; -..,.... ..,^...; --.,,,•',,. -... . MAP/PARCEL f•10.'".<. c / .. - ., ..,.„.,.. . , ..__.. *,,,,,,-- ..-,-- L. . ..... _ 4 4:01' !.., ,_I ... ... - .,... ' . .....' ..„..e.' .,...4 . "v ( _, . .' a. . , 1 t ' 0 V4,,...... %... . .. ., ... . . I K. ...fl-j. 5.#.• ., ,, / .10. - • : .... -• . .. ADDRESS i _ -; , VILLAGE '-.) .. 4-j ,- - ...`' i • • _. ... -..,,, \ • ) OWNER r ... I-- -- /.., _ ...- .... ..,... i ,....- 3 ...,...... ..„ •, , 4. . . $ • I I ,.• T., .... . . ',...... ./...A 4.„.., ./ . .., \ .0- t , . • .) ) .._ - . ..... , .,- 4. .... DATE OF INSPECTION: . , !-- .--) < ..- t'L/ -- \ .;..,t, • < j.:1 .... ...1) • 's ........ • 1 , 1. ••*./ I . ..,* Q,,,,.. ., ._< :-. FOUNDATION.,.._ ,. _.i.,...... N.-4f • , ..„,,r.•;, - -••. -3 . FRAME ‘.. .v, . . . i . .. •=,..„,,...._ • ,..,.., ..--,.......„__ • INSULATION • 1 FIREPLACE -, 4 ,...''''.". ' .` .1/4. \-1 . . - ....._ .. . . . --- \ 1 • ... ..' , ...1'. ' -1 ...; • N.) . Al' i „..1 .,., . ,. ELECTRICAL: ROUGH FINAL - --4... ..., - ....._ . •„, --, , i'<• I- 4 _ -1 PLUMBING: ROUGH qI'..N4L .4' r- , , -- rt%:,':- . .... ... 64 .,. QAS: ROUGH •.- cF1NALI. _ 46-;:..4,---tr•*-.6...",.. .'.184,e .-.....,..'4 • ‘....,, -,....., .-... .. . FINAL BUILDING . - . -- ,-_.) _ . _ . .„. ' ... '..,I . . - r - .. f • ,,.... . 4 . -• :-...i ,... - - -- • ; k•-•- DATE CLOSE- ,D OUT .-7. • - , i.../.,...)- --. -.:4,..-• -_„. , . ASSOCIATION PLAN NO. . , • _ -- 1.••:' ,. I .. / ........ / r-,...., • --1 1. c - ' 1 ... . \ j /26c / 1rf jed /(iG. Ji //ycio /f / 7 a26 d/ Re I�m>Jc%,1 /�r� �- 63 V/? J de( . 3Yy J/ea I e CC e j nt G ' t d ce'y 'f , li►'f�l ?r ��� 44 1 i c I eve P/e re kw CZ te_ /AL 61,4 L 4/3%-f Y) a � l/)� 6 % -'i�J�C�.jG'Yt a- r7� � �° �r2�� Tr��-1 iS.I� C�i C.�?.. �- /�� pet- i?trr 4S e %26-W have_ it iepv,' Ike_ ?role 6/6-(-44 d rha--fri x -Ar- ra-vcr effYi s ck-v-691 1 v-7/1 e otio Rlery- 10 - K. l / _ /-e-frne / /W6'tvy � 0-01 ‘4. 0 Wati e ' Zrlici-4s%; ZG? 04,4- o2 ,3o oK 6O r3 2 -6 z 7 NELCHIONDA CONST.CO. 5088883867 01/25/04 09:09pm P. 001 y rCIIaI CONSTRUCTION CO. IkLeA 'I.ua.uuun�u.aru.u..unnramrr GENERAL CONTRACTORS I CUSTOM BUILDERS 50 Nor'east Drive, P.O.Box 1628 Sagamore Beach,MA 02562 Memorandum (508)888-6876 • (781)963.5280 January 25, 2004 Re:New addition to Telman Residence @ 28 Meridian Way Barnstable, Ma. From:Mark J.Melchionda,Melchionda Construction Inc. To: Mr. and Mrs. Tim Telman Dear Mr. and Mrs.Telman, I hope this letter finds you well. I want to thank you for selecting us as your general contractor for your upcoming project. We are looking forward to providing you with our excellence in quality workmanship,service and trust. This letter is to inform you due to our scheduling of ongoing projects and present winter conditions we are unable to start your project until approx. June of 2004. Therefore, your present building permit needs to be renewed as per phone conversation with you. If you have any questions or need any additional information from us regarding . your building permit please don't hesitate to contact me. We have done several projects in the Town of Barnstable and find dealing with all the local departments very helpful and professional. We look forward for the opportunity to serve you and adding you to our list of satisfied customers. Thank you again ! Respectfully, Mark J.Melchionda Owner/President 1; t TOWN OF BARNSTABLE e p BUILDING PERMIT ¢, ./ PARCEL ID 319 015 i GEOBASE ID 233{6 ADDRESS 28 MERIDIAN WAY • PHONE BARNSTABLE ZIP = LOT 177 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT BA PERMIT 63413 DESCRIPTION FAMILY RM, EXPAND KITCHEN AREA PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION CONTRACTORS: PROPERTY OWNER Department Of _ARCHITECTS: Regulatory Services TOTAL FEES: $171.96 BOND $.00 00 1o_''�CONSTRUCTION COSTS $29,664.00 " 484 RESID ADD/ALT/CONY 1 - PRIVATE .;4*,)Pt * BARNSTABLE, * MASS. z6gq. A�� FD AM'� BUILDING 10 ION , - BY DATE ISSUED 08/29/2002 EXPIRATION DATE sfr---- �1--. _ '`? rq Cyr • - TOWN OF BARNSTABLE BUILDING PERMIT 1, k--,. . ti ._ 1 gyp• •P.'^'4 ; (f+i�-�,"c 'j I \ 2 l i' R • PARCEL ID 319 015 ' GEOBASE ID 43356 ..... � , ADDRESS 28 MERIDIAN WAYPHONE' -- ',. BARNSTABLE t' 4 / `` �, �ZIP • f 6 r to C-- r N : LOT 177 BLOCK .,��a LOT 'SIZE• DBA " . ;. DEVELOPMENT . DISTRICT BA PERMIT 63413 DESCRIPTION FAMILY RM, EXPAND KITCHEN—AREA PERMIT TYPE BADDI TITLE BUILDING PERMIT ADDITION - CONTRACTORS: PROPERTY OWNERDepartment of ARCHITECTS: Regulatory. Services •TOTAL FEES_: $171.96` BOND $.00" 111E CONSTRUCTION COSTS $29,664.00 :�. 1rf 46 434 RESID ADD/ALT/CONV ' : ` ' . PRIVATE, `; I' * BARNSI'ABLE, 3 M • V OQ SO pal h I II N, BUILDING.DWI$ION ill BYa (._1 . '--- , .. - DATE ISSUED 08/29/2002 EXPIRATION DATE THIS PERMIT CONVEYS NO.RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN- CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR I<•.,ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF FOUR CALL INSPECTIONS REQUIRED FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE 1.FOUNDATIONS OR FOOTINGS THIS CARD KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE"WHERE A CERTIFICATE OF OCCU- ELECTRICAL,PLUMBING AND MECH- (READY TO LATH). " PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ANICAL INSTALLATIONS. 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. 4.FINAL INSPECTION BEFORE OCCUPANCY. POST THIS CARD SO IT�IS.VISIBLE FROM STREET: .. ' BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS 1 1 1 z f 2 2 2 c 3 1 HEATING INSPECTION APPROVALS ENGINEERING DEPARTMENT 2 BOARD OF HEALTH OTHER: SITE PLAN REVIEW APPROVAL , WORK SHALL NOT PROCEED UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX. CARD.CAN BE ARRANGED FOR BY VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA- TION. NOTED ABOVE. TION. ft . .. .BUILDING . •.- PERMIT r • • TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION • ,' n Map 3 I Q Parcel ,a 0 I S' Lo} 119 Permit# S ISZT v Health Division - • `�`/o/ Fee Date Issued , 00 S Conservation Divisions � ,• a/�! Tax Collector 11444"' / • �bl(g� (i) Treasurer ( ieJ 9 /7406 • Planning Dept. Date Definitive Plan Approved by Planning Board Historic-OKH Preservation/Hyannis Project Street Address . Z 8 Keg,17 I Village fjA-2tJ • Owner TE L M A Address 28 M 62 I r7 i A1A) V J Telephone 508 2- (279 Permit Request 'Cr.) C E S ( X (a) SECTto►3S ( el Clfl ( ) roc T C FC-,JCt . 'REPLACE -xis7tG FEJcE--. Square feet: 1st floor: existing proposed 2nd floor: existing proposed Total new Valuation -2` 4O® Zoning District Flood Plain Groundwater Overlay Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family 0 Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes 0 No On Old King's Highway: ❑Yes ❑ No Basement Type: 0 Full ❑Crawl ❑Walkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing 3 new Half: existing I new Number of Bedrooms: existing 3 new Total Room Count(not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑Gas 0 Oil ❑ Electric ❑Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: 0 Yes ❑No Detached garage:❑existing O new size Pool:❑existing ❑new size Barn:❑existing ❑new size Attached garage:❑existing ❑new size Shed:0 existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use BUILDER INFORMATION Name CA?e- COS rel.)C E CO . Telephone Number 775-3030 Address I'Z,l 26 License# SCE , Y'A(1Z MO f Yf Home Improvement Contractor# 4 Worker's Compensation# ALL CONSTRUCTION.DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO MIA- SIGNATURE DATE 7-15 -a) k -I .:^ FOR OFFICIAL USE ONLY _ " .. 4 PERMIT NO. '; - ^ DATE ISSUED Y ' t' MAP'/PARCEL NO r � ADDRESS, VILLAGE ? OWNER , ma ' - - _ . : _. i' r .. r 2 • *r , L t ey- DATE OF INSPECTION: _ , `r r. FOUNDATION r L :: FRAME -`"_ INSULATION __ - T ' :/ r - _ - FIREPLACE - ' , ELECTRICAL: ROUGH I FINAL _ ' ` PLUMBING: ROUGH FINAL - "' GAS: ROUGH FINAL FINAL BUILDING - i , " DATE CLOSED OUT ' . J ASSOCIATION PLAN NO. ` t Y ../ °F1HE rO`yti° Department of Health Safety and Environmental Services Buildin Division BnBtvS MBLE. = 367 Main Street,Hyannis MA 02601 t+�►ss. res9• 1�� ��1E0 MAl • . Ralph Crossen Office: .508-862-4038 Building CommissionerFax: 508-790-6230 HOMEOWNER LICENSE EXEMPTION Please Print DATE: 2- 8.- 0 I • ii 1 JOB LOCATION: 23 Fi village number street —Te1mari (( )34- 7- G 2.1-9 "HOMEOWNER": a rY1 home phone# work phone# name CURRENT MAILING ADDRESS: p 0 Bb-i 1 53 Ray r1 b1 F. HA 021, 30 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 responsible Official,that he/she shall be for all such work performed under the building permit (Section109.1.1) The undersigned"homeowner"assumes responsibility for compliance with the State Building Code and other applicable codes,bylaws,rules and regulations. The undersigned"homeowner"certifies that he/she understands the Town of Barnstable Building Deparmient minimum inspection procedures and requirements and that he/she will comply with said procedures and requirements. vii .c.,64.a-µ Signature f 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." ng the responsibilities of a supervisor(see Many homeowners who use this exemption are unaware that they are 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 forn*ertification for use in your community. Q:FORMS:EXEMPTN A L. r , ____,,.. _. .____ 74.aa ' I , 6 . , . , , . . Z8 .1 Z/'_F V < 'r-ii�iiiiiiii�, / `: k 2 Q q ° k �� 3 N N. i \!' La 7"41 i77 J 940/ Sp. Pr; f I v ///off' i ► / t S 1 . �� t / eli gD/4p S./CV mpor- 5A/ Vt . . 8i$ z 9,07 w 'VD • CERTI FLED PLOT PLAN LOCATION .43:09W s74.84 —.). . MA. SCALE /"i 30' .... DATE / /5S ^/G Go /7 PLAN REFERENCE ,E7 T4' ,7, .4S.SNoiA/A ON 44-A/D aye-T ;, 0" ss9, ,L/4,v /793.3 C j EDWARflI:.../ . z F, r 7 3 . LEY • o. 26100 at /SrlN( / t/ND , �-, IPECtsit0 I CERTIFY THAT THE g7UND ``" J SHOWN ON THIS PLAN IS LOCATED ON THE GROUND al AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF .4go►/Sj��l. WHEN CONSTRUCTED. DATETvNe�j /j� 77 7z-�IAA/ P6777749A/e7L REGISTERED LAND SURVEYOR r ORDER NO. Cape Cod Fence, Co. SALES AGREEMENT 31486 ROUTE 28 - SO. YARMOUTH, MA. 02664 DATE • • TEL. 508-398-6041 HYANNIS MASS. ONLY 1-800-352-7785 TEL:775-3030•FAX: 398-0091 i L/ l NAME SHIP TO STREET ✓.lam 7 4 e /.rat /60 S STREET CITY STATE ZIP CODE 4 i CITY STAT., ZIP CODE INSTALLATION HOME PHONE BUSINESS PHONE. ,t L � TELEPHONE 1$ • .-!/ -..,--fs�i�f"t-L' /-1 NOTIFICATION �" ef4— _ FURNISH AND INSTALL• STYLE NO.OF RA• 2.Y�A4 lb) HEIGHT r A CAPE COD FENCE 'f� -7 J ?� ft. l�4G!/ rG. - ' t=1 14 ON YOUR PROPERTY IN ACCORDANCE WITH QUANTITIES AND LAYOUT SHOWN BELOW QUANTITY DESCRIPTION UNIT TOTAL f / r� ,/ � /� X — r,.. //G .�'_c s� 1 , l / 9 . 5.1 bA_. /ate {�,/� / � \\ �� ,� /3 7 T �a, , _ ��f� 2 I /a O . • DEPOSIT TOTAL SALE 21U71 '7Z l/ ,€, BALANCE ' TAX •�- 4 g l e4D TERMS ^ ,. ..v . - - TOTAL ONE HALF WITH ORDER BALANCE ON COMPLETION /� 'LAYOUT- INDICATE ON LAYOUT PICKET FACING ON EACH LINE OF FENCE. °- CHECK LIST • - 0 INSTALL OR❑DEL.ONLY - . ~, • ;.. .. ,.., - ..,.,,. .. ..,.. LJ YEOMER A6HOOME 11 a•,,,, - 1 .::..,.,�.�..� y.. U KE DOWNE{-D FENCE YES ' U NO IlY TAKE AWAY D FENCE ' -` • DYES U NO prEAR BRUSJ,OR TREES ,. ` YES U NO - piCE FINISHWE _ - U IN U OUT P OF FENC O FOLLOW GROUND y J r a -.- ._.... �.... U YES U NO OLl!7 , PIPES OR CABLES CCFC NOT RESPONSIBLE i , - DIG SAFE# - I I {{{ POST SIZE } ` POST STYLE PICKET OR BOARD STYLE w T rj 1. RAIL STYLE f I ...-. ,•.. • RAIL SIZE GALV.OR VINYL / MAIL BILL TO ON OR OFF CAPE I • SIGN LOCATION All quotations subject to conditions beyond our control.CUSTOMER IS RESPONSIBLE FOR ESTABLISHING PROPERTY LINES AND FENCE LINES,and for conforming with local zoning by-laws. This quotation does not include costs net in extraordinary conditions-striking ledge which may require the cementing of posts or the use of a compressor for drilling and pinning posts,or clearing trees,brush or other obstructions from the working area.This contract embodies the entire understanding between the parties,and there are no verbal agreements or representations in connection therewith.It is understood that the title to all materials shall remain with Cape Cod Fence Co.until all payments have been made:If customer fails to make said payment it is agreed that Cape Cod Fence Co.may remove said material from whatever premises it is located and customer shall pay for both installation and removal. CAPE COD FENCE CO.SALES DEPT. BY ACCEPTED BY On accounts over 30 days, finance charges are computed at a periodic rote of 1'h % per month-Annual rote 18%. 4-k---7-Ob 3? _2" Assessor's office(1st Floor): ` ��j Assessor's map and lot number ` i" O/" ..o,TMt>o` o Conservation(4th Floor): ' {' ��' ii. °., Board of Health(3rd flo p • • Sewage Permit number 1ttrte�w ;sAILI;;ant Engineering Department(3rd floor): ,. , COIVIVE OST�rNA 't`<,,4. ►. House number ,- }S'( L ' ENGINEERING A1n 'I. °No Definitive Plan Approved by Planning Board ? 19 ' COnantuonorThal Pala TO APPLI NS PROCESSED 8:30-9:30A.M.'and 1:00-2:00 P.M.only , , TOWN i Of BARNSTABLE BUILDING IN PECTOR PPLI ATION FOR PERMIT TO -; ,i1;9,a 7 c,54e 0 ' /(19 l't Af PE OF CONSTRUCTION _ ; V-a 0 r 1 i I 5,,,,..A3 19 ,51,:s , : , , „ . , . TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following inform 'on: 11 t L CL l f) (4_ 6(/05 ` Location ,A46 ,e MC Proposed Use (94 V g Zoning District /i /3 ' Fire District ��"/ �J/e Name of Owner1 11 L3TGL ;70,-- 1 Address ,.4/6`'e I-I c/i CC � ?/�U Name of Builder vI i------ Address Name of Architect Address Number of Rooms :4 Foundation 11/Jdkark Exterior c / l ` cc 4 WO'\..3 Roofing 44°,',47 1 Floors 16e47d. Interior Heating Plumbing Fireplace Approximate Cost 1:1 /SdC), d e Area / 76 Diagram of Lot and Building with Dimensions Fee ° , S-Z 1 tra C /`e.)CIL rki-ria , • OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regarding the above construction. Name //, 6r�iG ( el/.�� �e f ' Construction Supervisor's License 4/4/ f;:. 3.19 015 8/31/95 No 10088 Permit For ' i Location 28 Meridian Way" Barnstable Owner Timothy T. Telman - - Type of Construction• - , , Plot• ' Lot f. - , - Permit Granted t ' 19 • - Date of Inspection: Frame 19 Insulation 19 _ , - Fireplace 19 - Date Completed t. - 5 L"19 RC w : , , . r - 1q11 s I • r.e I t rezir { i t .._ _ acitil r _ • .q t,.,1 , t i l r f • LOT 4"Lt N - 74/Z ' Kr I OffI , Z8/� O " ' 1 �• , , - . / C: r "Z\N„, • 4 4 n N N. ff ‘ Q f L,o74 /77 9G o y S,p � .f' ‘N.‘:, l t PPP EzEl/. 7DP vl=" VI B,48 , 9.07 NGVD ��/ CERTIFIED PLOT PLAN LOCATION .BA !VS7ilet `.. ,1A• SCALE //4=30' .... DATE TA!4: /?l S1 PLAN REFERENCE 45.E7A/G Go7.-4./?.7. 45 silokvA, o•U. L /I) )vde-T" �P�`N CU ,yq_�\N. �o �7 EDWAF n f . S ELLEY N . . . . .. . . . . . . . . . . 1, " ' No. 26100 o E /577A/C iGu.vo +%• I CERTIFY THAT THE !'}�� ifs '�fGISTEQo� SHOWN ON THIS PLAN IS LOCATED ON THE GROUND AS SHOWN HEREON AND THAT IT CONFORMS TO THE s/ �� y SETBACK REQUIREMENTS OF THE TOWN OF .19.. ''7 4l . ..•• . . . •WHEN CONSTRUCTED. • DATE ' ' / /y* 77y 7i?L '7,9sJ —P6'77Tic.As '7Z REGISTERED LAND SURVEYOR R TOWN OF BAD sTABII . .. BUILDING DEPARTMENT. • COMPLAINT/INQUIRY PICEPORT Assessor's No. -- B Date Res' P. Name • st Name .• ORIGINATOR .._ Street • • - State Zi Villa e Work Tele hone: Home - . Descri tion: -COMPLAINT INQUIRY Requestor's Signature COMPLAINT Street Address LOCATION . A= OFFICE USE ONLY 6 /�3Ac Ins ector INSPECTOR'S Date ACTION/ • • COMMENTS FOLLOW-UP ��9/ '" 615,6 • 0 " I,CTZO?: Gz� � 1,fJa„.6/_.-- II1FO. ATTACHED ram/ YELLOW • - INSPECTOR COPY DISTRIBUTION: WHITE - DEPARTMENT FILE TO OFFICE -GI15 PINK - INSPECTOR (RETURN KISC1 LO r 4P‘Z �N 74./e ' -, IFS ` , 1 , • 1 zs'-i I zf'f \\ - -j �., i ,< ••,- ,.-,-..„, iil/ / C` `� N J ./ 3 p l A Jt 1 Zor */78 . N N. Gory' /77 / •Il 1 `11 i A.-, • ///(7 q' 1 1 t • t 1 `k;. / • ` :. 7. Ez*/ 7DP o/ 5 J Alt L 8148 - 9,07 NGVD •• CERTIFIED PLOT PLAN i, LOCATION eq,e1V674.15.Z ` . MA. SCALE //i_30' .... DATE T.vE /.f •;f PLAN REFERENCE 4.67A/G .07 '77. �A�.N of 4,_ j.2 4 /7933 c o`1 EDWAR /04.,::4 . . . . '++ \77 s ,, LEY . . . . . 1 o. 26100 • E�?�S?7N� �a��vD fr �fCISTE��° I CERTIFY THAT THE .ripm '``' SHOWN ON THIS PLAN IS LOCATED ON THE GROUND -. 4L Lf►%0 AS SHOWN HEREON AND THAT IT CONFORMS TO THE SETBACK REQUIREMENTS OF THE TOWN OF ,1q Sj�i5X ', •,,, . , , .WHEN CONSTRUCTED. ' DATE TvN4-'-j /y5�¢ 7 rjAit/ --.G 7T/0A.,67Z - REGISTERED LAND SURVEY 77 Z OR � 0/6c�/ .Assessor's map d lot9'number ✓ o*TM r 0 COnSe ation iv "LO J cti PRommt it:- COMXIM v' `• 4 Sewage Permit number ✓ QQ � t 'sa»rAnr. rS. Engineering Department(3rd floor): °°,.i1639. c• �a House number 0 o wer Definitive Plan Approved by Planning Board APPLICATIONS PROCESSED 8:30-9:30 A.M.and 1:00-2:00 P.M.only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION FOR PERMIT TO B1 (�' 6-00S /De N10 Cco /�v6TYPE OF CONSTRUCTION _1�CSOE) W tqk.S2 1 /24 19CO TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information:Location �- t.RA D I Pri 1-4B1��I� i��Jf I i c2-6 3 0 Proposed Use C�J1 Dt lvTl N Zoning District R13 Fire District NE3F 1 0177 6 Name of OwnerT M IM -T�t x�n Ar\I Address 1 (r-�1 pl u pTo . 3O c kbo�T fak,{i 1\, Name of Builder 0 -�t S S_` P�-t-t-' Address 3O)X �1 Z i3 I`r-R D 2 3 Name of Architect ' L (?L t S S T a ��tC 3" Address s (., Number of Rooms Foundation q1)Z_ Exterior C-?,n Roofing Floors ' (C ¼_ 1st OAR-P-6T ZN)Interior St ce-k t AC-- Heating C-11\, 1 1,1\12 Plumbing 8. ACT t\za Fireplace 1)G1 C �— - Approximate Cost 49 0 Area /� fv' cf Diagram of Lot and Building with Dimensions Fee 7 krt -k b 140 OCCUPANCY PERMITS REQUIRED FOR NEW DWELLING S I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regardira he v,econsyon. Name d Construction Supervisor's License en )4 So . ......--- - . . •., TELMAN, T I M & MARY . . }-kc •c A----.3 1 9 0 1 5 _ •,:.... . ....• .. - 5-- '-t, --: 41.'' •... ..Nd•C:s.3 67 5 4 permit'For BUILD SINGLE .. .--, r. ',.- ....•? ) "i'..,• . .. -r , "..,..? ..... . z... . ,s re ..i: t. I • - .. ' ...- FAMILY' DWELLING ,:..e„. • • _ .... . . , . - -.. I .... . - c• Ye. ..,:-' •, • • :-.) ..a *..... 'I . . •.Location 28 -,Mer i d.i an Lane .t -,- •••) •-: ,...* . ' .--,. , • . • • , r . .4.= I •,..-_.,•' 4,, • 1 . .• I I ' 1 , 1 . . I . . / I • .. P... • e .. • ,. . - 1 I {. i • 7 .... . • Barristable -r• . 7. t I i _ • 4 .-. ..., 4 Owner .T3-In & Marys Telman ii.; .. . I .,. I -,,. t .-4 `,.• , I c -...., ,•-• . ! . .4. 1 . tv 4 7 7 1 -1,..: ..... 0 1 rrt ., 1 a r'' , t .1 ' 1..• ..,... :7 Type of,ConstructionN • -;.... • i t _ .• ,-.._ i t $ I , r,.• -1 I I ,i .E. T - ,:...,,, .. I 4 4 , • I I i .-I '..••• 4. 4:' i ' 1 T.,...- ''''.> '•, ' 'a, ,• ' ',.1 -1 • 4,,.....', f t.... . •.... 4-A3 t...' I . I ........ 43. 3" ..... I r , ....,„; . • ..:- . f t ,•1 I #:, ..t... Plot 4 4 -Lot "'.1 -1 t te. 1 , 1 , I • • , ,e- _ 4 4.4 - - I 1 -f "1.4 . •;.„...„ - i - ' c„p, ' I -1 t *. .....4 1 4 '1' • i . / 1 — i - . * ,„ *...,.• ., t •--1 t. •-•( 1 . -t* • , — 1 I k Perrnit Qran ed t - June T ig-9 4 I 4 r , ,..7x ) .,, . a; ..7.... .. I 4...e I _• . Da e nspec ion ,v•// if. : 19 , _ $ . _ • , , ,;. • ;...: .w.,„ - . . . . •. ,-:-)., r A ..., .41 4 .... at .6 't d te=3/. 4- 19 , 0 , . .... c ..,... _ . ,.„ •• .. '") ...r. _..., , • , . r• . - I•-••••4 r , r t7.7 ' •:-..t '...t, t" i . r . - t . . ,... ) l j i...4 ''.t •. . . AL: 9 ..4 -.4 . t . ,.4_.. ...... 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TOWN OF BARNSTABLE permit No. 36754 BUILDING DEPARTMENT ""M } TOWN OFFICE BUILDING Cash .:toUY` HYANNIS.MASS.02601 Bond X CERTIFICATE OF USE AND OCCUPANCY Issued to Tim & Mary Telman Address 28 Meridian Lane Barnstable USE GROUP FIRE GRADING OCCUPANCY LOAD THIS PERMIT WILL NOT BE VALID, AND THE BUILDING SHALL NOT BE OCCUPIED UNTIL SIGNED BY THE BUILDING INSPECTOR UPON SATISFACTORY COMPLIANCE WITH TOWN REQUIREMENTS AND IN ACCORDANCE WITH SECTION 119.0 OF THE MASSACHUSETTS STATE BUILDING CODE. • �-----December 1, 19 94 Building Inspector ' fi • _ .____ 4ARPiSTASLE, MASSACHUSETTS /, e a DATE 19, PERMIT NO. APPLICANT ADDRESS (NO.) (STREET) ICC'•'P'S`LICENSE NUMBER OF PERMIT TO ( I STORY DWELLING UNITS (TYPE OF IMPROVEMENT) NO. (PROPOSED USE) ZONING AT (LOCATION) DISTRICT (NO.) (STREET) BETWEEN AND (CROSS STREET) (CROSS STREET) SUBDIVISION 14 , LOT LOT BLOCKS SIZE BUILDING IS TO BE FT. WIDE EY FT. LONG BY 1'FC. ,,EIG�IT CND°SHALL CONFORM IN CONSTRUCTION TO TYPE USE GROUP • BASEMENT WALLS OR FOUNDATION.; y -e4 +. (TYPE) REMARKS: AREA OR PERMIT VOLUME ESTIMATED COST $ FEE (CUBIC/SQUARE FEET) OWNER BUILDING DEPT. ADDRESS BY 'I THIS PERMIT CNVEYS NO RIGHT TO OCCUPY ANY STREET, ALLEY OR SIDEWALK OR ANY PART THEREOF. EITHER TEMPORARILY OR PERMANENTLY. O ENCROACHMENTS ON PUBLIC PROPERTY, NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE, MUST BE AP- Or PROVED BY THE JURISDICTION. STREET OR ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS. THE ISSUANCE OF THIS PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS. MINIMUM OF THREE CALL 'APPROVED PLANS MUST BE RETAINED ON JOB AND THIS WHERE APPLICABLE SEPARATE INSPECTIONS REQUIRED FOR CARD KEPT POSTED UNTIL FINAL INSPECTION HAS BEEN PERMITS ARE REQUIRED FOR ALL CONSTRUCTION WORK: ELECTRICAL, PLUMBING AND 1. FOUNDATIONS OR FOOTINGS. MADE. WHERE A CERTIFICATE OF OCCUPANCY IS RE- MECHANICAL INSTALLATIONS. 2. PRIOR TO COVERING STRUCTURAL QUIRED,SUCH BUILDING SHALL NOT BE OCCUPIED UNTIL F NAL INSPECTION BEFOReEMBEP.S SRE A^uY TO I ORE 3. !FINAL INS?ECTION HAS BEEN MADE. ' OCCUPANCY. POST THIS CARD SO IT IS VISIBLE FROM STREET . BUI ING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS :..,-,' /7 C-2/* , A,..,is- -01.- -/ /. ...,e..e/ x- --/$7' , 7.-. .?24,04",, S), --z,O 7-1.:i .7.1...I--C..,3,_,...% g_...-----1,01, ,, //, ' / . ,,,,,,,,7% t-)--/7 4,-T 6c;c_ II - Li c,cam...iJ. ". 'L 3 1 HEATING INSPECTION APPROVALS I s V ENGINEERING DEPARTMENT (� VL i.sJAs 2 1 1 3 O -.C7 LL \ BOAPD FF HEALTh /111I Vic..,-.v."-cC '{�o� ....'Y�c;•.— ' '-7^�Y b,� OTHER tin' SITE PLAN REVIEW APPROVAL I/ )i y WORK SHAL NO PROCEED UNTIL THE INSPEC- I PERMIT 'WILL BECOME NULL AND VOID IF CONSTRUCTION INSPECTIONS INDICATED ON THIS CARD CAN BE TOR HAS R ED THE VARIODUS STAGES OF WORK IS NOT STARTED WITHIN SIX MONTHS OF DATE THE ARRANGED FOR BY TELEPHONE OR WRITTEN CONSTRU PERMIT IS ISSUED AS NOTED ABOVE. NOTIFICATION M.A.P. INSTALLED BUILDING PRODUCTS P.O. BOX 1309 SAGAMORE BEACH, MA. 02562 (508) 888-3599 'NO (508) 888-9609 Fax Date job completed: *1/00 Address of foam application: 28 E41b 1 �AhVf7 '1ff Inches sprayed in: ( -mice Ceiling 2.5 A ri.z.s Walls V ' A. I'sd? Slopes ZG5 R.17. ZS Overhang Bsmt Ceil Stwl •y, Blockers & Runners Cath Ceil Cath Walls Knee Walls A/H Walls Crawl Ceil Installers Signature: l• 1 O Assessors ce(1st ar): ;7 .�1 Assessor's map and lot number IL- -1 0 l LJ L.'14 iYNf to` Conservation(4th Floor): r`��` %\ pgOpEn?MIST BD •);�.,�e�. t,I �. Board of Health(3rd floor): - TO TOWN OMR V1103 Cia ►A I 2 )LEJMILL i Sewage Permit number COl � ' m Engineering Department(3rd floor): ,2g ‹ oo '�°�0' �� House number ��mw Definitive Plan Approved by Planning Board 19 APPLICATIONS PROCESSED,8:30-9:30 A.M.and 1: -2:00 P. .only TOWN OF BARNSTABLE BUILDING INSPECTOR APPLICATION'FOR PERMIT TO D OLI SN. ". O i SE TYPE OF CONSTRUCTION • I/Z4 19 ci.4. TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit according to the following information: Location 28 II4C2t D t A).•) IA car..1 ..'-1+4 2.4„, 3 0 Proposed Use Zoning District Fire District BP Name of Owner i`"^ *i 4a fJ Address t 10 A m�' tTUT% l? Name of Builder -a-rlY_Gt Address -A 31 Z. E. Name of Architect Address Number of Rooms Foundation Exterior Roofing Floors Interior Heating_ Plumbing Fireplace Approximate Cost Area Diagram of Lot and Building with Dimensions Fee �V O LT)* Srr t''r a MoO� `��jtz.�S '—rz `'0 rz�Moc77'Ii. tjA1, 0 cg,'�e. (64 CO WI. //01-2/9(/ OCCUPANCY PERMITS REQUIRED FOR NEW DWELLINGS C ��, I hereby agree to conform to all the Rules and Regulations of the Town of Barnstable regard.-, e abov: const o,ction. VA Name ..hof '� Construction Si ipervisor's License _ Vv TELMAN, TIM & MARY T------ • No 3.6597 ; Pe?mit For DEMOLISH Single Family Dwelling Location 28 Meridian Lane - ' Barnstable -Owner Tim & Mary Telman Type of Construction Frame ' _ V I. 1' Plot Lot _--. - -, - �.,.. - 5 - Permit Granted -April 6 , 19 9 4 , Date of Inspection: ' -- -Frame 19 t• , Insulation 1' . 19 - r F Opae ,•, : 19 ,-, , b ,, ' Date COm ted 19 - t gi _ .. ___ ; , . b . . _.... ,. f. , . . , . ... . ...... .._, . , _ , . ...... .. . , . .. ... . ,.. , i ... i , , i , ., . , ,. ..... , , ... Z;.§ . _ , . - . . . { , 1 s-fm&A 1/r128o, ei �4 t 4 v Lor ovlC - 2 0' c..... • �s /y.o / 1 ,.4 ,. I ��� 11.5 \,,. 5 3 I I �e 74,/G ' / / /0d 1 - .. _ ..._._... . •I ` / t a L.ccs Af4p sc�t0-/'%z Zoos' , S/ / / U 4ssSssso,¢s Amp 5/y re c B //.0 Rome& /.6 3tsi9. 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' ,,, • • • . .: . 1 17 E MIMI ;Mini 1°1 2 r:2------r-z/ '\NN, •N . um •;wpm, g imi •mi •• mu Ai !Er i al ___________ REAR NORTH r.....%-.:,.. ..,,,,,(C.---7) c== .e=3 1 . r /N • It ..c -J., ow" I.: Jr NT itt,A, iiti I'1 [I itimultia • ,let.t., 1 • i ti FRONT SOUTH 37'0' 14 8" 8' 3"T— 9'—r--1 4 1-.-- fr-EY--1 r- MI cr/ co r•-• —------ i ' f -- .i)-1 21 zczir '-1 IT -0 . 4_ 1. KCHEN II ITO — — ___4_ 11'-3" , n .1mc: ., 5.-17' 14171141CIST 0 DINING : 41-3" . r . , 14--14'-1' li 3' ti 3 ' IrI 1) r MASTER IN LIVING 18 —9" l— : • 14 -i-) o •—•Ca [ BEDROOM 1 CL> 32'-6 1-"- 4'-7' FIRST FLOOR SECOND FLOOR, Li • . • _ • 0 Fri) ,ya u uolo) ---, 4. - • i ( I ._ . . . ._ „. - _ _.....6...........4i1 i rowA, cji 1 ; - - I 1./4 , ' 1 111 1.: iii-iti:.TIT[11111. I ;I: 1.1.; -1,-- 44'1 1- ' III il , 1 : 1, i . _1__ ii j!! 1 _ I I n [ : i - r 1 1-- ; i ; , t--I , 1 - :i I i___ ..._ t i 1 : , L- ' L I I ILLISS _ • a 1-,EV 91 0 Li _ , ----r = - ,. _ tr 0) t-ID ------ , 0 J‘1 - A Z q , - z rg-lkaT11-tel Nt 'f)11 1\ , , /____-1,--- )1.t tg• t / A ---1 ; Mt Nft,14._. 1-- ..,. i . 1 i 7-7--1 111 -4-1 {T I lirr qi _1_=_ - II :.. , _ ,_. ____ . • a L ittl 1 1 1 if in — ,i . 4.I 1 i -; ,, 1 ; 1 ! 1 1 - - ' . - - --' - ---'' - -4 -Li rl' 1-1 H C_. 1 i cNi _4,. . r _4_ ,_ . " ____ i _ . I - Ji r ---1— I _ — r I . i i ;' t-t—,_r Lat 1t 4-, -1-- . 1.0:7 iflo _ ----A.-r:', -4T1 I F ,,- F,. El.- \I I;=, to L-1 - - - ' - , • -ff,it wk.,el- IA. e.,,, U_ _ ila._11_ c) r-No- Ils_o_clz---} DONALD I. MEYER _ ---.) 4__T:-.-.74 ,.. . Professional Building Designer .....7.;\( P.O.Box 532 ORA'PANG KUMMER ...ep, SO Yarmouth,MA 02664 (508)394-5296 ji91,„m--0 , . - . • J- • • • • • • • JAN 2 9 2004 HISTORIC OR�Rp.BERgS BLE Am DIN, Id 4'•7",. t3,_ h ai_ _. • j — -7\ • _\ \ I 1 4:"N'''' '' '.-----4* .; 1;\\ *\\ s\ , I -V -! r,`-) 0 t 1�2 I.�1( �oN \ . 11- l?1- 23.12.h I • I ;U I . - I. G�Z�wL �r&GL% z� r • CI�t o IIF• -role. _. —_...._...._ 1 -t1-411 • 0 I . I / _ rLoY.. A>;etl to mu- Wa.(.:_.. ..:-.b4MusTW-A.s✓I4 apt Y� g �. �1- y-0` . °"�- `Imz ,$_o.I , - — .1).U1D.E tf)K.1- : - - -1--)i-, - - _ DONALD I. MEYER .' , . ' s ir/`,� Professional$ui ing Designer _i,...„Li • : :_----4„,..„ ./..4___,.,,,- .. '�° P.O.Box 532 oMra°o r�wmcA , .," So..YorneoutN,:MA 02664 -_ ^ ! • ji JAN 2 9 2004- . • 'DOWN OF BARN • • • • • • • H ESERVp7iSTn,S�E ISTORIC PP, ON UIV. • rl I IV-o. [- CNrawf — — sI t�'�l.1� CJ11,✓Ivt EK,�Za>a� �ar�. fit, �alvv�{ v w Nv� q��j 4'--C14_ 2.1-0' 1'. 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BUILT-OUT RAKES NEW DORMERS _ �, I =_ MATCH EXISTING DETAILS \ OK f : ,I I 2 RAKES ON MAIN HSE. J ;L ="I F.x O - or Pure - _, ��� ��� = EXISTING ROOF = ���I ��� _ N IIIMM.. = BRACKETS II i ,, l45 — — _ CAPBD.SIDING TO MAT FRONT (o m �° $ _ ���� _ _ ���� ( _ W/IX6 CORNED BDS. MII i� 6 • 8 /��h. B I I I11 IIIII111 I I 9[COND FLOOR O O I I I I I I II I I I I I I I ..� TOP Puh 1CH -TOP PLATE �� ♦' Q. • .,.. „... 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FIRST FIDOR 1 1 1 1 I I i t _ _ I I I I \ m ~ C Q EQUAL I 8,2• EQUAL` EQUAL a'-2' I EQUAL --- - -._ soW rls= NEW pABt NEW RMEtc=i ' W C[NTER-IN ROOM CENTER IN ROOM L J i PROPOSED Q __� -+ LEFT SIDE ELEVATION � o a -- I 1 E Z ,', a I I NOTE:ADJUST DORMER SETBACK 1/4 -1{Y W NEW ENTRY ROOF. TO FIT WINDOW AND CASING • N Y 1 AND BRACKETS I r Iy WINDOW AND EXTERIOR DOOR SCHEDULE o w 'I 7a w ~ KEY MANUFACTURER ITEM NUMBER OW STYLE ROUGH OPENING MATERIAL O. }-' PROPOSED A ROGUE VALLEY 3'ENTRY I -ARCH UGM SEE MAN UP.SPECS. WOOD/PAINT DATE 03/28/07 SECOND FLOOR PLAN - B ANDERSEN TW2842-2 2 DOUBLE HUNG 5'-8•x 4'-4 7/1E WHITE VINYL CLAD-400 SER E5 SCALE: 1/4.1,-0" 1/4"=1'-0" DRAWING 0: VERIFY EXISTING WINDOWS PRIOR TO ORDERING Al - 1 1 elm . '"n$•4 1 • D. ob .4•-.0 ,:.i . eN I,1 ..1;",,'-"---=,','1'':..'a.7,a--.4..--5'-^., vS ki ,aettiiNiiill '7F'iI�,�. LOCUS MAP Scale:1"=2000' • I n13A i GENERAL NOTES: 'IF 1 I.) THE NW OF THIS PM 6 TO DETN.D SING WE COMMONS S AT LOCUS co I 2.) LOWS AREA IS COMPRISED OF a tar I BARNSTABLE ASSESSORS MAP 319 PARCEL 015 I 28 MERCIAN N WAY,MINSTABIE MA 02830 CERIIFlGTE OF TIRE 164,690 LOT 177 0 LCPL 17933C W 7a I ) APPLICANT:ARAM'RI MERIDIAN A �3U/P P, 1 BA YETOMN WAY - BWSTABLE,III 02630 ti Yo U I 3.).PRIMARY EIMO MARK:RM 5 TOP BOLT OF HYDRANT(OVER MIN D1CHARGE)AT NORDEIST • m COINER OF MOON OF COMMERCE ROAD M0 M61 WAY. m z� ELEV..1224(8010 1929) a g g I POWECT BOOIBURK:(SEE PLAN) c. rn K _ 4.) ZOFAC fODOM110N 7 ZOIMFc O6lOCT:RB , I 00 OVER.IY NSIRCT:AP i 0 CURRENT MNNIIM ZONING REOIIREIIFNS Z N 1 I S I 1OL.LOT AREA m µ550 SF. YOL LOT FRONTAGE m 20''W M MO' \1` FRONT YARD-20' SIDE&REM YARD-10'/10' A Al .A 319/141 F DOMINO N 1Y B &) A'ODE SEARCH 10 BE NECESSARY A 7RIE NOT�SFARCH SHALL BE PERFORMEDSITE 0r 00860. MAiTIN N.BflARA NDIN,ET UX A 1 B) TIE FNOPFRIY IRE 01016M110N SUM IS 6I4D ON 086ENT AMIABLE AECOHD 1'1 1 ROUON WN�iNG OF HMS ME OEMS S DOSING SHED TO BE MOWEDAY y .4 DE E7m785 FUMES 9OILN HEREON 8,7E 06I7IE0 MOM AV ON DE 010II0 FEED 1 co z 12.6 11\ z 13.2 11.5 CB/1N0 OH-HEAD SURKY FURRED BY BARTER ME MEMO&94M1EYNO ON ALLY 23 A 24,207 2..CB/NO OH-HELD BY1T57-a•74.06' C�to CB Ab 7.) COMMIT PANEL NULBEIC 250001 0001 a REVISED JULY 2.1992 ?3i°�3 74.J2' SLEW CB I z r- flETMNRIG- 1C WALL _ ' • _--•+r/Y.o a' THE FLOOD INSURANCE PATE M/P DEFINES THIS AREA AS ZONE Al(SLIT) CONCRETE___.-9LOCK >6''- 31/1 2 N 5 -1 -- _ Eq - .z:C IE?,.0 .'4 ELS ROBERT MELPONNIO.ET W. B) FFMRON1FNTAL IF011R9HT09l• i ..y,p• VD SEIHACK • SW 6 NOT WITHIN AN ACLU(AREA OF CENIGL ENHRORQFFM.."OHCEiOI)• B,/NO DH-HELD • 9E IS NOT WNN AN AREA OF ESTIMATED MCAT OF RARE FLOUR PER S HEST MAP OCTOBER I 2006 TOWED HABITATS OF RARE FE• 9014 TONE AY y) �'' -\ FOR USE WDH THE MA IIEDAFOO PROHECHION ACT RE0IAA1ION4 0 cis t0).' N • I h.1f i ,, :- • 1.9 2.8' • 91E DOES NOT POOLS.' CERIIE®VERNAL POOL PER NNW MAP OCTOBBR 1,2008 K I I N6A4WAY O E m BI)LKNF __awj `\ • 9E 6 NOT WIDER A PROMTY IMHTAT PER MEP WI OCOBER I.2006 • 'PR0uar° � ... 0 �'M a J,. \ ME MASY HAREMS OF TIME RESACHEETTS D SP iNt CT.IESRE IROER I -T S s--- s Et2' S .�, E3 : .,k 1s' ,, _ B CO NN A 570E APPLN'ED ZONE E GROUNDWATER(3fE0FNflGEPROTE ) m - zr ®1za G 2.2 - =AREA �+YY r / .......-Ira: 1 -' / ,� : 9J UDUR INFORMATION SHOWN HFRFN I � I'PL 1 F i . TIE COMMA RIAU.CONTACT CIO SUE(AT I-1 -(4G-SHE)AND UNIY QI0MW5 O LOCATE �� W / y_; J ALL EMSNO L O1N5,AT(FAST 72 IOAS PROF O DE START 6IX 151DUC1KN RE=NON CF i=�-' EN5791G I20ER00II0 PERISIIOCIUE MIR A 00FOMS NO IVIES Ph SOWN N AR APREMIM1E I _ ^ :s_;.g.:�.:.. WAY LEY,MAY NOT BE INND TO DEOSE S1OR1,EON AM ME BEEN FEEFi800 BARD(WOE ,,p' 11215 Ir -: AYAIA9E UBRY ECOf05 NOTED FF1N.M11 THE 00MIRACIOR ACR[6 O E FULLY RESPONSIBLE FOR S,71' E '1 / B. .�F _� MY MO ALL OUNCES MICH MGM EC 00G581E0 8Y DE WNDMCIDI S 4NUEE O LOCATE SAD d ' / GO..,) 1 COIOR�9LXl DE EO me mums Walt F E0.9ELfORMAP05� -71 DE art,-.1• 1 rid t�� I , �N/ Iiiliffi . SEER LIE 90W 1N DES FUN S AFFR01NME AS 1ER TOIN OF BAHSTA5IE IELTAL IED0105 �) / ` ` N �� 'n )14.2 'E 8=. (CARD 319-015/3RX0E p2D),FYOEED WA FM CARD 6/I/O7. / ro ! 119* �,.\ P 10� '7 • WATER LNE AND APPURTENANT INFO/DAMN 6 BASED ON AS-RRT CARD FOR WINCE NO.S20 ‘1.- i . DATED ANE 30,1956.FROMM BY DE TOON OF BMNSTADIE nE DSTRICT ON JNE 20,2007. 2-STORYIn c7, `\`Ya `� WOOD FRAME yIA o s DWEWNC m=r_m •CA IN SE S AMON 1HS PAN 6 APPROXIMAE PER KETSPAN ENERGY SCFEEM70 WP PROWLED 10011M�, F.F.Ea14.1BZilt:_ndo. {�. I I�- • ELECTRIC LEE 0BORYA7ION PER NSTAR ELECTRIC FM DAMD MOW 2 2007 8H84 SHIMS 1�1 'Y\ /?8 A/C UNDERGROUND SERVICE FRaM U/P m/I(aka 47 AS RIMMED ON FLAN FRNF PEW SURVEY). F. Eli UNIT 5 1--.E ( /20.9' W A .10.4' to 1•-1 co 1i/ I L7 / v N F. / Y -1 `\`\ //////////��0l . g sk Ls / L2 ) An 3113/16 O I>� /F, ``1 I I 1 . y SHB IM LA&NRCM AZORES n l \ / .` / I 11.8 I FLOOD ZONE B • _EL 11-.eVt 1 U/P 1T47 ,.,� I • Y"- ' • MAP 319,PARCEL 016 ' -, 9,620 SQ. FT. ± 0.22 ACRES f; • C\ BENCHMARK: C NM.1.4't ABOVE a n.1 _----_--"-- P" ELEV.-14.48 .._- O' (N9w) D a FLOOD ZONE A3(EL 11) M rr• SNE LAGOON: 1s 28 MERIDIAN WAY SO-MEROUN STONE G / BARNSTABLE,MA 02630 (\ MELD N 6430'05'W 4024 �.--' PREPARED FOR C / TIM&MARY C.TELMAN C' _ _______________ .0' 28 MERIDIAN WAY c.. 10.4 BARNSTABLE,MA 02630 %� TITLE `, 1p11. Site Plan Showing Proposed Addition �1a0 % ed. C I q pi/ At15.65' ,N ]5D5 c IR s 167'1.24 &EE:, D BAXTER NYE ENGINEERING SURVEYING x M ;1 Registered Professional Engineers and Land Surveyors .7 14 9.9 OF PpYF3A 9'9 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 ' FEE Phone-(508)771-7502 Fax-(508)771-7622 c $ c 0 , N Q}; e - \:64, 10 0 10 20 9m _v,- s ad OIDo ��' g SCALE I SCALE IN FEET & V t cF� SCALE: 1 = 10' CC (� eke/END DATE 4/2/09 / I CO2-21-1957 zf- CC 10WN LAYOUT MERIDIAN WAY ix 9.7 1-111 C AND BAY VIEW ROAD �` --,-- - S P C I \PLAN BOOK 134 PAGE 77 NO. Sr DATE REMARKS C C / DRAWN BY:MM DESIGNED BY: ,CHECKED BY:MEE mpg may 1\ I-- / 0:\2007\2007-038\survey\worksht\2007-038EC.dwg C 5B-MFAIDMN STONE / 2007-038 1\ HELD 1 C • r;r...., NN O rn6' 2G-6' IMPORTANT ' (E)tlsnN6) ANY CONSTRUCTION THAT INCREASES LIVING SPACE �-+BEYOND 1200 SO. FT. PER LEVEL MAY REQUIRE THE 18'S g 1• INSTALLATION OF ADDITIONAL SMOKE DETECTORS. V r (ADDITION) (ADDITION) NOTE: A SEPARATE PERMIT IS REQUIRED FOR THE Q A N W /� , INSTALLATION OF SMOKE DETECTORS-THE ELECTRICALcO ;nr.�w"Aus°� PERMIT DO NOT SATISFY THIS REQUIREMENT. Z p" p Uz 1111 LAUN. �- N U '� M e s�- a i in _ STORAGE +� di ErC Q Q, Ul �-. ' ,. -' I _' —�.' NOTE.MOVE 605T. ° --- - - - `11BMII-- ' �1 LL_ CADINti A5=VIM i i N N + EXIST. a® 1 -- HALL \ i § �tr, Ill° ® R. '�J •rcx �. KiTCI IEN I r- \ 660 1 45 11 Fes: -� :It I ).1.._ r ._i`; Dw EXIST. —�\ 0 r•.� i —, — ,,�. .. \o _ �-.% _ I DINING CARBON MONOXIDE ALARMS /\� -. N.�/ I L-- MUST BE INSTALLED PER MASSACHUSETTS BUILDING CODE e NEW Z GARAGE _ (4'CONC.SIA9) _ HBUIT. LT-IN DX15T_. Ercago II < EXIST. F�-) Q' 3751zErmi.''."--,,,,, 1 r BEDROOM dillEXIST. p 1 `".. E.) _ Cl 5UN RJM. r T II 0 Mier W�-d is -gOST.IlLA t"""y 1 HOST r�x+gT -� 0 4 a a )1.--"j I I fr ®CIST. OAT. E.._I ►..� W zo ia'o zo L 1111 J r 18'-O' arat IH'-O'* (ADDITWN) • It9D.9ANG) (WONNG) Pm"' N FIRST FLOOR PLAN WINDOW SCHEDULE 44 TYPE MFRS. UNIT ROUGH OPENING REMARKS nG EXNSDTING WAIL CONSTRUCTION TO REMAIN Z ti 4.1 N A AND. TW 2442 2'� 1/6°x4'-3 1/4° DOUBLEHUNG p NEW WALL CONSTRUCTION ® SMOKE DETECTORS O o M B • TW 2431 O 2'-6 I/6°x 4'-I I/4° WALL R DOUBLEHUNG c= EXISTING CONSTRUCTION TO BeBE REMOVED 0 ( Q I c • ' CARBON MONOXIDE DtTECTORS t 4 M Q • TW 2446 2'-6 I/6°x 4'-9 I/4° DOUDLEHUNG OAST,EIPPT FLOOR = 1368 5.F. NOTE:CONTRACTOR TO VERIFY ALL WINDOWS WRN OWNER AND ROUGH OPENINGS NEW FlRST FLOOR = 1416 S.F. WITH WINDOW MANUFACTURER PRIOR TO ORDERING OF WINDOWS PAST.SECOND FLOOR = 864 S.F. NEW SECOND FLOOR m 1864 5.F. c?4 / NEW G STORAGE 516 5.F: SCALE t, Fie P.4)/eveto 6vapi DWG. NO.: CV N ! I 0-5' , 3I'-T* , (ADOmaN) fE)031I1.45) Z O z :, 5'.6 i g'Q 3'-11' i- 9=1' L) rr ll V nrn (� Q Q W?le ! 1 GM 500V1 06. a L4 - J V STORAGE V EMT. E709T. ` , EX69T:' I E1�T., LQ W i la-io• EXIST. A (.� C/1 11 I�WALL I I — EXIST. 0 BATH ''. , 13 R I I 0 BATH ► ... . z6-x ay I EXIST. CLOS 0 \/\ _JJ BEDROOM I — r( 021 A K•x 6' 1^ w B09T. b ® 025T. z E-� ©- a NEW 6 ® *� F—i C��r FAMILY RM. I Si < Z ® - Q � • EXIST. v • EXIST. , BEDROOM BEDROOMO j w N C44 i ♦ ♦ Ew9T.. EMT. 1 E7B9T.O 005T. o h•_I AM VZI .L� ,_ _ ..._ � _ J ►--y (GA,00Z OORMER) 00, 18'V ara* N WDOmON) ` 05I5TING) 0 S • SECOND FLOOR PLAN o o H cn SCALE : 1/8" ` 1._0" - DWG. NO.: . A2 ___,......,_....................._........ .......__________ ......................_ _ �a 1 N /-CONr.RIDGEVENT �y�� (n Qy / W/SHINGLE CAP ..-. �,r W h-9 NEW RAKE t TRIM BDS(. /i", 12 ... / Z O TO MATCH t305T. i�5✓' i\•MATCH \ TOP OF RATE \�. ® ^^ c4 co mil.__ �, .. A-NEW FASCIA 0 FRIEZE / \N • a �1� SECOND FLOOR BOARDS TO MATCH MST. TOP OP PLATE .... r ... /^� ^ 1`/ �r� ��� g g NEW CORNER B0ARD9 — "• 1���"r������ 'Pi TO MATCH OtlST. — _ v r ' - 3 O w FIRST FLOOR — y COMATCH F)(I$r. I. t (I f — CEDAR FAR CLAP ONLY ROARD MING FRONT ELEVATION z L.T. 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STORAGE STORAGE _ Q T, 102I z/ 3M'T e G PLYWOOD • r 1 ; -, / uBROOR-GWED4NAILE 2 SECOND MOOR 1 SECONDItOOR Z xx O 1L0flCRJ5T5@I0GMLsie . 2 RI 2xOFLJOk �5� SU�.�R / iSIJB TfI r S TOP OF PLATE AA 10 PL.COR JOISTS @ 16'c.466 Jo*S�I tl I I TOPOP PLATE -BEAM 1I MT F1RECODE GYP.BD. ❑ `----9/EP FIRFCTIOP GYP-W. {' v A ti,,,J (WED BY OTHERS) ON L x 3 STRAPPING a ON I%3 STRAPPING - 4,1 Lz 4 (••,� 3-13/4'x I 1 7/8•LVL ®iv.. - 616'o.c. _ F ii) NEW NEW GARAGE STORAGE STORAGE 9 BATH/lAUN. FIRST PI.00R W!�N.�OR ---- PIM'RAM F • 4'CONC.SLAT! STEEL DECKMG su • ,.•, — — ststLnoR I�•y acONc.SLAB --- 2x�o :.-;,., ,:'.•I l LIJ `' „WEB i la 4'me. ---- i6•oc. rrT' Ls ED BYO HERS) I—I aT E—� oilio BY onus) _—e-- NEW �1 L� NEW m 2 FULL FULL FULL BASEMENT BASEMENT --DAMPrro0P ALL WALLS t(4'coNG.SLAB ON GRADE) BELOW GRADE BASEMENT — Z cn (4•CONC.SLAB ON GRAM . �/—�I+' ►z, t ... '- _ 'L.) L- U �.l+. �-A BUILDING SECTION �J u �_TYPICAL 30'x SCP x Ir Q `1 @GARAGE CONC.FOOTINGS e BUILDING SECTION @ STORAGE/STAIR. R ►� (�1Ow rasa E NM,a x a JOISTS 16•c e. AANAML / TOP Of PLATE` [�, //-1/2•GYP.so.ON `3•I SMx 91/4'LVL9 W �^ r� 1 x 3 STRAPPING®16'o c NEW WALL CONST. "� �+ 2x PLYWOOD SWATHING 16-WATHI ffi _ z ®� NEW NEW 1/2 PtYa OOD sMFAmiNG = '` I2 ®�/ FAMILY M. STORAGE if -jz TT INSULATION(Ra 19) 9 l ►/•�-y� ` �1 MIST. - -W.C.SHINGLE SIDING k 1"""1 < G 1 /'�3/4'T 4 G PLYWOOD -'/YVEle ``1 / 9UBPLOOR-GUJED♦NAILED SECOND FLOOR ( ) Li. 'x 1 O P400RJOISTS I 'h-r ! 111T NEW 2 x 10 FLOORJ049TS 167'A.= i!1'I,�_-'- IA TOP MATE `rye/ (2) ,I, \ ON 1 x 3 TRAPPPINRECODE NG�. ' (SREO BY OTHERS) l F�+'�1 NEW Zxa� as s as s GARAGE �' C11 ►--may - BUILDING SECTION, 00 - @ GAR./STAIRSFIRST MOOR N 4'CONC.SLAs� .'. rNEW 2 x I cn TYPICAL B•CONCRETE 0 •• I FOUNDATION WALLS a [•r 4.1 L9u a x B '9 O E— C j 1 { / [ mow GRAM au Wets ie p�L, < I / I TOP OF 5149 SCALE DWG. NO.: I F . . . . , . . c\i d r..c.) L.) cq - c) 27 0 i 2G-G.± 4t < (..) (AMMON) ' (DO-MO . gfik.r4 c4,..., 00 co (AcorriON) (ADINTIC*4) " ...._ 0 4 -D-4 c4 4.1 0 x 0 ,Ack 4,cft 4 = 0 Aci NI —•••••••• = Tv BE0 < ii Edumilliir 1 , ..mikvi ."71. . . r:4 el • — - • — —G-0-G- — 0 0 0 —71.1.1111.11. 0 45' J I -1----- v 7..., \ ,N. LT- ...1 co , 7.71,,,412:7.c a _ 1 _ Z(- 4--H-2 r< Ei § A i a) e < I ny , 6&74--I,- ._•_•__ ti 1, .... mar _ ig 4 0 0-1 co 1 Fri .. Fr , . _ .... p_... •• -4--.._ , -7,,,t, , I I 412- , ( _L_ _J ___:11 u ll I' I , I , 1 I . 0,..i.■4 Nei..., CI m-: 00 1 Aft CV I ex& 3247* 0S i ty-ty... (AMMON) avonNa) , =STING) * Z —3 41 c`l 0 Fp' E— cf-3 SECOND FLOOR FRAMING PLAN SCALE : 1/8" = F-0" DWG. NO.: A \.. -.7- . . . , • . C\I L) 2747 2C-6•* (ADDITION) e (EXISTING) / Z 4 0 I 13.-5• 9,l• (ADDMON) (ADDMON) 0 'T,I1 - < (...) 00 co ... , I 0 w 0 >< 0 DowN__,sy. I iii_PO PcT — ST 4 = 0 3-I • 9 I •LVL ,: I I e I DOWN .., 4 • L 1 oc) I , , , :5, 4“ . . I AIL I 0 0 0 GC ca al.; cr) 0 \ / < RO _ o TYP OVERBUILD _ '..• - - -- M CONSTRUCTION - \ 2 14 8 RAFTERS 49 I G•c.c. — F.1_ / / I] 0 -.1 [ (.... W x$ 2 r 00.• . -,---i g g Z , g 1 - z cnE—I A l ' A •---1 ., z . N /\, w I 1 i — — _ LLI I • l' --(/ i I ' I 11 I 1 .---0--- , ,_. . "••••• c:4 Z Z < < .v. 40-, V 114 • , 4'47 IY-8• e / ,,. (GABLE DOWER) I 1X-(7 32.-0.* < t C\I (ADDITION) (EXISTING) / (EXISTING) / c5 Cr) Z C) — C) * '. 'L 1. : . • t."" 41 C\I i ROOF. PR/WING PLAN ....... 4 r„ a NOTE: ALL ROOF RAFTERS TO BE ..... 2 x I Os @ I G"o.c.UNLf55 C.) t.- OTIIERVA5E NOTED c - SCALE : 1/8" = 1.-0" DWG. NO.: A '`,,,\ . 0,. 1 ..,