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HomeMy WebLinkAbout0026 ALLYN LANE (o I? /4r Lawn e 0 ff' r . n. r.. , r. • - Y w.V, al G • r n .-. ,. a ' . * I ' TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map o,5 g Parcel Q 64 Application / Health Division Date Issued iO/3 Conservation Division ND,(... . Application Fee Planning Dept. Permit Fee 5 £7, eat Date Definitive Plan oved by :::t: Yannis toKH !l� Wilij Project Street Address [)?& At t Yv A, A"6 Village /WRT/f,eLc- Owner T A-Ir 1 D lc-PIN TC H-C^Kc Address (32(o /9//VN /1Vc Telephone q 7 R- qa23 r- 3,e'V7 Permit Request Firb 1`7Y 6 Iti `T() EX LS)77/A/Q `it uPEY''T y 04,-24,iet.61-5 1/,-/- An',//!' A)a)+ /l/� Ail; Dema 13i4t'/ /tdt1 ,lie ,n, 1 Aff/ /n MISto'/&.e,. , 5 d„,rTM 9 S 1. CI p/ .!� � iJ��C✓Lvu m !h ��.�- 01iLw /��.// dim r� JCYJ,J/i ih Ay eoorrl �/p�vt=c! �ek ©ff p,,.1/ /2/� Ries 1*o,,r 64 Pii c/f al rad PIA 1%-�c. AS n �. 2 / z Square feet!1st st fldor: existing//a 0 prop sed 3'SO 2nd floor: existing proposed 3 3r) `Total new (p'0 r Zoning District F t1�'`; '72/®®Flood Plain C. Groundwater Overlay Project Valuation Construction Type Lot Size a i/(p 4egEs Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family cii Two Family ❑ Multi-Family(# units) Age of Existing Structure ,g/ yrs Historic House: ❑ Yes ANo On Old King's Highway:AYes ❑ No Basement Type: X Full ❑ Crawl/ ❑Walkout ❑ Other Basement Finished Area (sq.ft.) 1///9 Basement Unfinished Area (sq.ft) f7/2o LF+' 1/7 Number of Baths: Full: existing cg new Half: existing new __. Number of Bedrooms: 3 existing _new Total Room Count (not including baths): existing (0 new g First Floor Room Count 3 Heat Type and Fuel: ❑ Gas 'Oil ❑ Electric ❑ Other Central Air: ❑Yes )4 No Fireplaces: Existing f New Existing wood/coal stove: XYes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size Barn: 0 existing neW ize_ r:? E Attached garage:� r. ...existing ❑ new size _Shed: ❑ existing ❑ new size Other: 1 .7D r-, . a r) , O' , Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Cr) Commercial CI ❑ No If yes, site plan review # , Current Use ?Es 1 DeN C.F Proposed Use �C"''fPeX/C. ' ri APPLICANT INFORMATION jj(BUILDER OR HOMEOWNER) Name jaS� I A ''o C G e/I) Telephone Number lv 17 - S 9 1 - 'S--6 / (Address d-2r2. C e41 ° n 5i License# C S-0 2_0(,Z 3 x _SAQ q L/S y (� S S (�1°� U-� Home Improvement Contractor# l 7 3 0 oT \J Worker's Compensation # WC. 23 I c38Y.le1�-012 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO S CIS.r k SIGNATURE 9,04472,4 11 13(y-v:-a r DATE 9' 1 ;,1 Z- FOR OFFICIAL USE ONLY • APPLICATION# DATE ISSUED • MAP/PARCEL NO. • ADDRESS VILLAGE - i OWNER - DATE OF INSPECTION: : FOUNDATION • FRAME 0( PP /Z-z' INSULATION G ythth<Z FIREPLACE • ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL .• , FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zane • - Massachusetts Checklist for Coinl3.liance (780 Ci1'rR 5301:2.1.1) Ll Check Compliance 1.1 SCOPE / Wind Speed (3-sec. gust) 110 mph 1 Wind Exposure Category • B �f Wind Exposure Category Engineering Required For Entire Project C w/4 1.2 APPLICABILITY / Number of Stories(a roof which exceeds 8 in 12 slope shall be consiiddred a st9ry) � stories s 2 stories �/ . Roof MeanPtch Roof Height (Fig 2) —6 /�® 24 9' �/ ft 1_s 33' Building Width,W . (Fig 3) a 6 ,. . _ft s 80' -7'- Building Length, L (Fig 3) 7s _-ft s 80' ✓/ . Building Aspect Ratio(L/W) • (Fig 4) s 3:1 t// Nominal Height of Tallest Opening2 (Fig 4) s 6'8" V 1.3 FRAMING CONNECTIONS General compliance with framing connections (Table 2) 7 . 2.1 FOUNDATION Foundation Walls meeting requirements of 780 CMR 5404.1 Concrete /6 -uvq I/S . Concrete Masonry • 2.2 ANCHORAGE TO FOUNDATION - 5/8"Anchor Bolts,imbedded or 5/8"Proprietary Mechanical Anchors as an alternative in concrete only, / • Bolt Spacing-general ;.(Table 4) 8�/ in. �/ Bolt Spacing from end/joint of plate (Fig 5) L.in.s 6"-.12'. 77 Bolt Embedment-concrete (Fig 5) - f in.>_7" Bolt Embedment-masonry (Fig 5) in.?15" Plate Washer . (Fig 5) >3"x 3"x'A" #7 I 3.1 FLOORS / Floor-framing member spans checked ..;4 (per 780 CMR chapter 55) , V/ Maximum Floor Opening Dimension /V� (Fig 6) le, ft s__12' - V Full Height Wall Studs at Floor Openings less than 2'from Exterior Wall(Fig 6) • Al/Ai Maximum Floor Joist Setbacks / . • Supporting Loadbearing Wails or Shearwall (Fig 7) ft S.d 14 Maximum Cantilevered Floor Joists Supporting Loadbearing Walls or Shearwall (Fig 8) ft _s d PA FloorBracing at Endwalls (Fig 9) • Floor Sheathing Type (per 780 CMR Chapter 55).4" A 00"'"f{`- Floor Sheathing Thickness • (per 780 CMR Chapter 55) in. Floor Sheathing Fastening - (Table 2).. d nails at (, in edge/ /L n field t/ 4.1 WALLS ' • Wall Height �,,,/1/ / - Loadbearing walls • 7 ' ( (Fig 10 and Table 5) _ft <-10' ✓ / Non-Loadbearing walls 'I' 7 '� (Fig 10 and Table 5) ft s 20' • Wall Stud Spacing I6 0 C- (Fig 10 and Table 5) in.s 24"o.c. e✓ • Wall Story Offsets - (Figs 7&8) _ft s d - " f- 4.2 EXTERIOR WALLS3 Wood Studs • - Loadbearing walls (Table 5-) ..2x 6 -_ft_in. ✓ Non-Loadbearing walls (Table 5) 2x Ai -_ft_in. Gable End Wall Bracing 1 . Full Height Endwall Studs (Fig 10) • /V/ WSP.Attic Floor Length .. (Fig 11) ft W/3 ,VA Gypsum Ceiling Length (if WSP not used) • -(Fig 11) ft>_0.9W - - and 2 x 4 Continuous Lateral Brace @ 6 ft.o.c. ..(Fig 11) or 1 x 3 ceiling furring strips @ 16'spacing min.with 2 x 4 blocking @ 4 ft.spacing in end joist or truss bays ir Double Top Plate / Splice Length • (Fig 13 and Table 6) j ft AWC Guide to Wood Construction in High Wind Areas: 110 mph Wind Zone Massachusetts Checklist for Compliance (780 c\'[R5301.2.1.1)' . Loadbearing Wall Connections • .0 / Lateral (no.of 16d common nails) 11" (Tables 7) $OL `/ Non-Loadbearing Wall Connections • / Lateral (no.of 16d common nails) / ,r (Table 8) � 1/ Load Bearing Wall Openings (record largest opening but check all openings for compliance to/Table 9) / Header Spans (Table 9) • 11 ft_in.5 11' ✓ Sill Plate Spans (Table 9) ft in.5 11' . Full Height Studs (no. of studs) (Table 9) Non-Load Bearing Wall Openings(record largest opening but check all openings for compliance to Table 9) Header Spans (Table 9) 2. ft in.5 12' / Sill Plate Spans • (Table 9) ft_in.5 12" r/I/lq Full Height Studs(no. of studs) (Table 9) 2.... ✓✓ Exterior Wall Sheathing to Resist Uplift and Shear Simultaneously _ Minimum Building Dimension, W / Nominal Height of Tallest Openir�gz <6'8• t// Sheathing Type pt.),,,—bode (note 4) �I i__,. a/ Edge Nail Spacing (Table 10 or note 4 if less) '6 9- ' iri. Field Nail Spacing • (Table 10) Se--13- I // Shear Connection(no. of 16d common nails)(Table 10) - —75 ✓ Percent Full-Height Sheathing ' (Table 10) - _% 5%Additional Sheathing for Wall with Opening > 6'8'(Design Concepts) Maximum Building Dimension, L Nominal Height of Tallest Opening2 ., 5 6'8" / Sheathing Type (note 4)..y 'LT "-o"� — ✓ • Edge Nail Spacing (Table 11 or note 4 if less) i in. 1/Y Field Nail Spacing _ - (Table 11) -11- in. Shear Connection (no.of 16d common nails)(Table 11) 1 _ • . Percent Full-Height Sheathing (Table 11) • % 5%Additional Sheathing for Wall with Opening> 6'8'(Design Concepts) Walt Cladding • Rated for Wind Speed? -c.s • • / • 5.1 ROOFS • - Roof framing member spans checked? (For Rafters use AWC Span Tool, see BBRS Website) Roof Overhang (Figure 19) 1 ft-<smaller of 2'or U3 1 Truss or Rafter Connection at Loadbearing Walls . Proprietary Connectors • Uplift (Table 12) U= plf Lateral (Table 12) L= plf Shear (Table 12) S= plf • / Ridge Strap Connections, if collar ties not used per page 21... (Table 13) T= plf t/ . • • Gable Rake Outlooker (Figure 20) ft s smaller of 2'or U2 ' VA Truss or Rafter Connections at Non-Loadbearing Walls . Proprietary Connectors Uplift (Table 14) U= lb. B Lateral(no. of 16d common nails)...(Table 14) L= lb. Roof Sheathing Type 99.Z;,i 3 (per 780 CMR Chapters 58 and 59) Roof Sheathing Thickness 7 �),/,6 P - - ,,,,- _in. >_7/16"WSP Roof Sheathing Fastening (Table 2)64 Ai Notes: • 1. ; This checklist shall be met in its entirety, excluding the specific exception noted in 2, to comply with the requirements of 780 CMR-5301.2.1.1 Item 1. If the checklist is met in its entirety then the following metal straps and hold downs are not required per the WFCM 110 mph Guide: a. Steel Straps per Figure 5 . b. 20 Gage Straps per Figure 11 c. Uplift Straps per Figure 14 . d. All Straps per Figure 17 - e. Corner Stud Hold Downs per Figure 18a and Figure 18b 2. • Exception:Opening heights of up to 8 ft.shall be permitted when 5% is added to the percent full-height sheathing - • 'requirements shown in Tables 10 and 11. 3. The bottom sill plate in exterior walls shall be a minimum 2 in. nominal thickness pressure treated#2-grade. r ' • . l:tHE r Town of Barnstable Regulatory Services swRx TABLE, f ass. Thomas F. Geiler,Director /440mob, 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 Property Owner Must Complete and Sign This Section If Using A Builder I biafJfD � �P!L'C��� ,as Owner of the subject property hereby authorize d e Q e CC // to act on my behalf, in all matters relative to work authorized by this building permit. c9 / //y n I tx4 e Tarp Yk if ,i 02_4,30 (Address of Job) **Pool fences and alarms are the ons res ibiliof theap plicant.responsibility a ppca nt. Pools are not to be filled or utilized before fence is installed and all final inspections are performed and accepted. ature of Owner ature of Applicant &— 4c,/z '05{ph 'oc t.t1 Print Name Print Name ate Q:FORMS:OWNERPERMISSIONPOOLS 6/2012 , Of THE r Town of Barnstable , ,ass,. "C, • Regulatory Services NSTABLE, : Thomas F.Geiler,Director • Mass. �`b,,4i.34,.9, 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 HOMEOWNER LICENSE EXEMPTION • • Please Print DATE: JOB LOCATION: "', 'number \ street village i "HOMEOWNER": ' name home phone# work phone# CURRENT MAILING ADDRESS: c'.ty/town state zip code The current exemption for"homeo e. "was extended to incl i e owner-occupied dwellings of six units or,less and, d:, to allow homeowners to engage an in 1iv'dual for hire who doe•:not possess a license,provided that the owner acts as supervisor. 'DEFINITION OF IMEOWNER Person(s)who owns a parcel of land on w.' . he/she reside-or intends to reside, on which there is, or is intended to be, a one or two-family dwelling, attached o. i-tached strut res accessory to such use and/or farm structures. A • person who constructs more than one home in a o-year -riod shall not be considered a homeowner. Such "homeowner"shall submit to the Building Of t;a on a f..l . acceptable to the Building Official,that he/she shall be responsible for all such work performed under rh. wild't:g permit. (Section 109.1.1) The undersigned"homeowner" assumes responsibilii \i' r compliance with the State Building Code and other applicable codes,bylaws,rules and regulations, \\ The undersigned"homeowner"certifies that he/she sder'tands the Town of Barnstable Building Depat Intent minimum inspection procedures and requirements a.. that'ie/she will comply with said procedures and requirements. Signature of Homeowner Approval of Building Official • Note: Three-family dwellings conta'.'Jog 35,000 cubic feet or':.rger will be required to comply with the • State Building Code Section 127.0 Constructio Control. H bMEOWNER'S EXEMPTION • • The Code states that: "Any homeowner perf ing work for which a building pe )it is required shall be exempt from the provisions of this section(Section 109.1.1 -Licensing of construe on Supervisors);provided that if the ho eowner 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 respe sibilities of a supervisor(see Appendix Q, Rules&Regulations for Licensing Construction Supervisors,Section 2.15) This lack of awareness o en results in serious problems,particularly when the homeowner hires unlicensed persons. In this case,our Board cannot proceed against the unlit nsed person as it would with a licensed Supervisor. The homeowner acting as Supervisor it I ltimately responsible. To ensure that the homeowner is fully are of his/her responsibilities,many communities require,as part of the permit application, . that the homeowner certify that he/she understandsa 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 su a ferrn/certification for use in your community. `, Q:forms:homeexempt r �OF r Town of Barr stable • :K4170_ Regulatory Seryxces , Ml� Thous F. Geiler, Director \6gg:�~� BTri1din_g Di7i5i0Il . • Thomas Perry, CBO, Binding Coinraissioner /1 200 Main Street, Hyannis,MA 02601' It Li) L. iwnp.town.barnstabl�ma.us o P . . Officcc 508=862- 038 • • Fax: 508-790-623C PL Y'3T W • Owner: - --,{ I ITC itlE Map/Parcel: --c---c-, cc,. 4 Project Address a fo /}-Le_•y' q LI( Builder Q.71' -R(CC et i / • The fallowing itP-roc were noted on reviewing: ' . 0 ' VI A-1[— 16i4-778dz H Ee.6S `i-0 S Svpc- ice T7+r c • p � lC • . • . p 210 k:-. .7O . •- C: •cd a-o_ •IIYc4 f t--1Y1 ( ' (_._ ) w/ 'lib a Lb - •. -f �o 7 �7 o-r ��S -r k : . • 1 • S c r 1�i -P )J a R '7°z� l�f'� I t _. . . . . itT,SPEc. "-Rvil (. (Z0/ . . (. 6?) . A L-L" �x7 r2r 7g? e---:/#H, iAlG- S CO d- sole_ KA tJ-D. (( • Reviewed by: P ' Data: /6. .--/ . • • . • N1 Zb $QP PA,g0". / CB FND . v \ a 1 VV P I ti LOT8. '&j. 1)' LOT 5 20,126 SF LEACH PROPOSED PIT S7EP5 N LOT 3 0. tV cn Q� THE SEPTIC SYSTEM v LOCATION WAS DRAWN BASED ON INSTALLER'S PROD NV W 240 .ice,/�`• i, • a: SKETCH. Z �\r�._ ": \�( 1', SEPTIC `O) (ri en J �s TANK LEACH . t,+ ��' PIT to {� E7US NG PROPOSED DECKS N N ItVJ. H� (INCLUDED IN LOT COVERAGE o ♦ iI LOT 9 CALCULATION) - k, PROPOSED Afilli::-'.' . -_---7- -, PROPOSED ENCLOSED STRUCTURES (INCLUDED IN LOT COVERAGE PROPOSED CALCULATION) DECK p o ., h EXISTING STRUCTURES 114.63' LOT 10 (INCLUDED IN LOT COVERAGE S 27'47'11" W CALCULATION) NOTES: LOT 4 1. HOUSE No. 26 ALLYN LANE 2. ASSESSORS No. MAP 258 PARCEL 066 ,0:t, t of SS-rcy cOKN.AS 3. ZONING DISTRICT: RF-2 , l �m.r JACKT SON �+. 4. FLOOD ZONE: ZONE C ;,r' BUNKER 5. BUILDING LOT COVERAGE EXISTING 9.88% 'At 0, 74 5. BUILDING LOT COVERAGE PROPOSED 12.05% ..Ss,,, l PNDSJQ BSS1 I CERTIFY THAT THE STRUCTURES ARE DESIGN LOCATED LOT 5 AS SHOWN. ENGINEERING CERTIFIED PLOT PLAN &SURVEYING PROPOSED ADDITION PREPARED FOR PR SSIONAL L VEYOR www.bssdesign.com DAVID & PAULA PITCHER BSS Design, Incorporated ' 164 Katharine lee Ha'"Rd 26 ALLYN LANE DATE: 8 ii/2alo Falmouth Irate=025+0 508540.6805"X N84481313 BARNSTABLE, MASSACHUSETTS scale 1" = 30' date AUG 9, 2010 drown EJP job number 10113 d"'9 number P17-74 I t t+ ' i - TOWN OF BARNSTABLE 2 '66O • 0 0� Permit No. � , � a Building inspector � Cash Y — t n� "", OCCUPANCY PERMIT Bond K �� Issued to Ralph & Mary Pitcher Address Lot #5, 26 Allyn -Lane, Barnstable Wiring Inspector I 4 / Inspection date f Plumbing Inspector// j „, t v Inspection date U /V, ) � / Insp ection Inspector date _ REngineering Department ,% Inspection date /17 Board of Health /r�E� , Inspection date /,/�4{2-- 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. 7( .----. ri, r Building/Inspector 1 KENWAY & JENNEY COUNSELLORS AT LAW HERBERT P.KENWAY SIXTY STATE STREET HERBERT W.KENWAY JEREMIAH LYNCH I881-1972 GEORGE W.CROWLEY P.C. BOSTON, MASSACHUSETTS 02109 ROBERT J.HORN,JR.,P.C. MELVIN R.JENNEY JOHN A.LAHIVE,JR. TELEPHONE(617)227-6300 1900-1980 HENRY D.PAHL,JR.,P.C. CABLE KENJEN BOSTONMASS W HLIEPMANN TELEX 94-0432 WASHINGTON OFFICE 1 ANTHONYES E. OCKFI sO Pc. 1725 JEFFERSON DAVIS HIGHWAY JAMES E.COCKFIELD MARKG.LAPPIN SUITE 503 PETER J.MANus ARLINGTON,VA 22202 GARY A.WALPERT EDMUND R.PITCHER (703) 979-1960 THOMAS V.SMURZYNSKI July 14, 1981 CABLE KENJEN WASHINGTONDC GILBERT H.HENNESSEY TELEX 24-8614 SAM PASTERNACK GEORGE A.LOUD(VA.&D.C.BAR) Town of Barnstable Building Inspector Town Hall. . Main Street Hyannis , MA 02601 Re: Building Permit for Construction on Lot 5 on Allyn Lane Dear Sir: Enclosed is an executed application for a foundation permit and my check for'•-$43 . 00. I understand that a building permit cannot be issued until a Certificate of Appropriateness is issued by the Historic Committee and the Board of Health approves of the sewage plan. I have today applied to, both authorities for the respective permits . I have been informed that no action will be taken until the Historic Committee meets on August 3. This application is submitted in the hope that the required permit will be promptly issued after that date. Very truly yours , • Edmund R. Pitcher ERP/js Enclosures T , i i ' .. Ai' y \f� + to L i • ,11 j r ., '-' i:. .- 4\11- \- :...' : ;?1;,(-- ' _ if k r"PL f _ l ` 4 c �> , _ 6 d"' U -A ti _ f i • '. , , Z.00A7%OA./: c. • r , . CA.L E: t' = St::?," DF-iTe is ',ems..ZEFE.eE.cicE: 'r.Y�t,-;k._ _\ �, ) t , l -T- t-{G.1‹,. 'i-Dl...,A.c.a Tail. C-e itclk. ..,.Y C.,, a, ,1-.a,''. .M/;,%ti.lc./,�. 2 NE°CEaly CA'.e'T/FY TH.gT TL/E ac//LD/4./ 5//OH/.V O.1/ T/-//S PL FAA./ /S LOGATEL0 OA./ THE Q.eOcdA./a i95 . /,/OVIA/ NE..eeoA./ AA./D 77,,F97" /T Clew GO.t./FOG4-f TO T11E• ZO4//../G d "' B -L A S O. THE 7t7Wil/ of • t S�i<1 — 'qay /-ieV co, STA"CJC TE a. 'I r • c.44.7 cape ee79/r er-/ 7? 1;1:,_A ,6.3Jti C/v//L EV6/.c/EE,CS - t\ /!f fl }l -. LqA 0 3tJ.eV6Y: .E's / y/c4/ ,_ _A ' ,,`/t,^ l eOc/TE 6A^-`�AE'MOUTH, MA55. aFire- i ,eE6.. -,e)i.:) l-,•4.VE.'oe c !Iirit, As'ses§or's map and lot number U ,F THE to Sewage Permit •Rum �jber L? / .•' ` 3 7 SEPTIC SYSTEM MUS ). ; ``` „ate 0 INSTALLED IN COMP : cmiLl.---LE, • House number 2 6 WITH TITLE 5 A5S. gp I, ENVIRONMENTAL CO MaY 'SON. OF ��A` R-NSTAB ' '�I�� a.7 ( „ .. BUILDING INSPECTOR , • . E f APPLICATION FOR PERMIT TO S i:�►/Q..1k........f..tu.a..�.� 1 ACt D 2 ve k_/ l el 1 TYPE OF CONSTRUCTION 1 , . \ j ply f3 19. (. Nr `.) TO THE INSPECTOR OF BUILDINGS ' / 1 i The undersigned hereby applies for a permit according to the following information: Location �Ot J, �LI y)• Lq Pic....i BG�(�Otf�'c.�j'� Proposed Use 1 Zoning District R C — Z Fire District Name of Owner 844....5"...f.Q r) f Acil e r Address cP. cf /114 J.i.... f• -S1_ h.4 A a NI i A(,ca's: Name of Builder rcP ri+u 14 et 1 t- - PcfC-k e✓ Address ...11 k Wes y gib Jeu Pic i ) Co S~�4c S4- • (JcjS'4okj /tc1S.S OYCV°( Name of Architect Address Number of Rooms 8 Foundation frAdua Crhiefik#10- Exierior (-12444- . ......Roofing f—tt ice' o Floors horaueraet.fw W/ r. 4wrnI14., 't Interior r. Aid, r " Cwasla4� Plumbing '. L1� ri3! Ise. kr.,... ..,. Heating .... Fireplace ........Aa Approximate Cost ..4..70j..cruo 1 / Definitive Plan Approved by Planning Board 19 . Area /53 ' / Diagram of Lot and Building with Dimensions Fee Y3 6° Z SUBJECT TO APPROVAL OF BOARD OF HEALTH eer)l-t--- k \ \ \46\ k\ 4\j\ 1\ ( s': 1‘1,.\)),H\ . _. , . . . J l ::,‘ I hereby agree to conform to all the Rules acid Regulations of the Town of Barnstable regarding the above construction. ' Name ‹e141,01.1.41. g Atii'V FrTCHER, RALPH & MARY ' PITCHER, 1 2 6 6 0 AL! One & 1/2 Story,. t• i • . i N9 Permit for kizal.e...F..amily...nw.e.11.in.g • f - , - t •Location' Lot #5, 26 Allyn Ln. . < .. . -4--i . .---- 4....- .„ Barnstable . c-- / _ • _. -.' Tr- . - ,'.. Ralph & Mary Pitcher , -, rc. A, ,.,_, . .... 4....... . ...: ..-3::. Owner - ..:-. {,;- - . -.. • . --,-..-: -.1.,-, . : Type of Construction Frame - —,...,1 i.--- ,..- et:; :7.1. -- • ....1• , 1 ' . Y. Plot Lot •, c_ 'S.1\h- .....,-.• ,..... • • , ..- . ''.. •'• --:" ..Permit Granted i..- - November 26, 19 8 i. -., c ,-. . . - ,n., 4 Date of-Inspection 9,7/c, - . 19 - i i • -. it .--, __-- 1 . Date Completed ./.. ..fp<-- -S-'.'. .e 19 - ‘• . . ... t'* . . PERMIT REFUSED • - t. i — -. ,•, , ,...- . .: 19 ...„, .:-. ... _. . / S: 4:.:2 i'L ' 7 I . = - ' A • ''' -1: - •. /1. 0,.,, ,,,%''' :' ......3: . t.-.-• ' .• ...„.., . •I'i,,e) ',..,- ,i A.... ,i.,„..? ,,,, • r - • ,' -.., ... r -— a ..., - --; . _... . ' Approved -. 19 ..,', • - 4 / '.., - ...;;- .... ••• . , ---..:- — .,.. .3.. . _ . : THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) " AGE DATA • '"AfN OF BARNSTABLE .DEPARTMENT TORN OF BM S AB I I !, F —I I _I L _I R.Rnmpf&Associates,Inc. . .. _..,...,..,...VAL.,. - pii Baleen:Aries&Architecture Divisru:J - 73 North sweet ifixecheeetts 411970 pM) sscs Comolataan roe Nation Esassssio rra I2-m3Z 09/14/12 I - a II I s 0 I JL H Pitcher Residence Addition Project i j I • I MASSusreEiN���4fs L I ICHUSE � F��� '�iur DE Z6 Apyn Lane I ; - I Bror�etable,Meeeaehueetts ,. I. -II I I (e *if S M OKE ETECTORS REVIEWED BARNS ABLE BUILDING DEPT. DATE V'��4� A t Floor Plan FIRE DEPARTMENT DATE BOTH SIGNATURES A• : • : a I: •ERMITTING 1146 1R7— , ..... e ,11;,,,,p& i as noted At. s0 . i Ex1 . 1 r 1 First Floor Flan (Existin9 Conditions), 1/8" = 1'-0" 1 rra 12-031 (05/12) F . F -I 7 F -1 • L _I L _I R.Rumpf&Associates,Inc. P Beoa4ZetleB� Architecture & 75 Meth Skeet , Seism.Maoohmette 01970 (978)710-5023 7 5026 fez • 1 r 1 , IA Moslem I I 1 I 1 , rra 12-031 DrtOtt 09/14/12 . , No. DW Devlin Dyt ate iProrii4k. — , /I Pitcher Residence Adc6taon Project k 0 I—� -- — I——1 11- zb AO Lane ,, VS ��j — .L J. e� i Brendtable,Massachusetts . ( 4, -0 \ r � o do. 5 ` S" .`..del, !/ Alt, L_ _J � , • Se fond Floor Plan I , babe as noted ' Ex1 . 2 1 Second Floor Plan (Existin9 Conditions), 1/5" = 1'-0" 1 rra I2-031 (05/12) . . I— 7 F —I . L _IL _J R.Rumpf&Associates,Inc. • f ds Atohke taco Box 4483 • • P.O. aeih Street Maiaeadmetb MN (978)76 tax • • • • • lob Noble: • rra 12-031 a.m • 09/14/12 • i No. Deem a.ar.a Sys • • • • • • • • PrOieat • Pitchy Residence ' Addition Project Existing Ridge T e • 12 Garage Ridge �a `°e'Allyn'�'"ae°°``'"°"te • • • AA ir MI MI t—— , iN ; �t '• - IIII IIII IIII IIII MI IIII — — 16f N , 'Q' `.,' -�,l` � .� ram, ID o X ITT) �S. 1 ZO n U U Fill pill . gm op me gm Hi T ,-.,,s-refw, OD i X ,ont Elevavtion in , I 1 I I I as noted ' 1 1 L _I , Mow*,Number Ex2 . 1 1 1 I Front Elevation (Existinc Conditions), 1/0" = 1'-0" rra 12-03-1 (05/12) - - - - - - - - - - - - _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _r i F 7 L ___1 . , F -1 L _I L _I R.Rompf&Associates,Inc. Bolboeaeloa do AroWoeolaas Shut . sew - t'7S)74e 5026 fax , a..w.m , , , , Job lesion rra 12-031 1 Duos 09/14/12 is nue t..r.. ar I — 1 Projeft Pitcher Residence , Addition Project - i 12 31i2- 26 Allyn Lane eee,Machueette L] 0,, 12 III§ iiii cv ; s*A. G z+� i-<9 ,,.\k / T- iiii r 1 �,�a° �, I S. / X A X i1 /` , a \ 2 ■M III ■ENNEll ill' .\•p ��r a sumo me m muss■ in - �� :-4..a441 MINI NIBS mmsm 111 ■..nn■ 111v� i II MENNIIN III cn mill mill Hill III ■..slim III Z IO ■u■ uu III muss.■ III■llll Ills■ Rear Elevation , • 1 Ii Realm L i as noted , L 1 / Dula s..= , Ex2 . 2 1 Rear Elevation (Existing Conditions), 1/8" = 1'-0" 1 T. rra 12-031 (05/12) MIONIMPOPIWIRINIMOUG .. ' F -1 • I I . 4t 1 , , r -I , , L _IL _I , ' IL Rmnpf 6t Associates,Inc. .I&Architecture P.O.Box ' 73 North Street Sake;ltgeeoheeatf, 01978 078)7 (978)7 5■Z6 fax ' • ' bo , Job Maim ' rra 12-03'1 , Dose ' 09/1.4/12 ' , ' a ' ' ' �i , ; ; Pitcher Residence ' Addition Project 12 ; 3/2± / , 26 Allyn Lawst5rarotabb.Maeeaohueette ■■■■ 12 ■■■■ \ um' i ■■■■ ci°5%� 11k��chN 16±V /N iii) iii r-- ; t'�' ` .Zv /� gA/// \ EMU i r \ \ MOMS iii I y I+IC 'sup ,/ \ \ NOON MI 'd ■■■■ ■■■■ ■■■■ ' , I■■■■ INNS - , h. 5 ,3,Ftu8' I ■■■■ ■■■■ 111 11111111 ■■■■ I ` q� I III MINI MI leiii W Elevations rt- 1' I r - X ' I 1_ .:' :09 I I I . I I loft �— J as noted \, L � I I , J L J \./ Oss.e+s Anoka ' I , Ex2. 3 1 Left Side Elevation, 1/8" = 1'-O 2 1�ig it Side Elevation, 1/8" = 1'-0" rra 12-031 (05/12) T F -1 . I 1 .4 L _JL __I 5�-61�t L 2R Dn L Rumpf 8t Associates,Inc. Wolin:Azoldtootmo New Entry1 > . 73 North Street L2RDn � 2 Sides _ 741-5125 (974 Double Door 2 I 4'-0' x,6'-8' Existi2ng Up masers fox 2 tl \\IlIl \ Dining Room 1 m x 2'-0" x -S' � lob"Wm \/ \/ Post Location _ rra 12-03-1 ,.7 f_._.....I.r t..__...._h ro T 371 X 1 — 2'-6 x 6'-s° — Living Room 09/14/12 II 1 Ns DM •.vide. Bp_� Ref Ex tine Dn R=view Cabinets/ _ L 1 I Asti .g up Q C-'enters Style a -� 0--r Cooktop/Oven w�.I I 1� I J l - w/ the Owner I Sink w/ Disposal 1 r T i II \ Dishwasher Pitcher Residence Czar g L—- 1\ 1 �—, • ► Addition Project +I - New Family Room 0 26 Allyn e eranstable,Massachusetts RI I A-1 12' 0' x 6'-8" - Confirm RO Het -' c `D�' ^y pin P al C'(i'C' %0 4m.wmmi\ U � _ 7 2'-0" x 6'-8' L 4 2R Dn - • //,`\4ss fel: 11-4 I X 5'-11'I ) 3'-10. '" x5'-5 1 —3'-1m "16 are .4 p:ra j < 15-9" X 12'-S"± x 13'-3" ; First Floor Plan 41'-SIB+ ) 1. • - . ' . as noted BEMs/Menke 3. 1 FIrst Floor Flan, vs" = 1'-e" . A1 . 1 rra 12-031 (05/12) L_ 4 . 1- 7 F -1 LL B.Rumpf&Associates,Inc K8'-(0"t New 3ro' Nigh Railing - Confirm a Aroameosme > Configuration w/ the Owner r�a>� 75 North Street 111"iiiiiiMilirr • 748-9/7s t cam,7+e-5626 fez orgasm lal m — --- V�1 �--- -- 5 1°1 E) ILSItt.Irlie� j xlat Numbin Bedom *1 O � D7 rra 12-03� 61 I •—_ �� x S 09/14/12 Im �, O 2-6 x 6-sue Existing Dn ....... Master - I�� 5, I - "° Bedroom X ; Flay Robm S I mE II1�''- w Q _ _ L4 2'-0' x 6'-s' Ba ;� Bedroom Bil m #2 1 ___I ProjectPitcher Residence Eclsting Dn idi 7aD Addition Project x N ' x. I ra,' i L 1 0 I 26 Allyn lane D I eraneteble,Massachusetts L A I'l Master litt *tt'' '*;^ I •Bathmil4:751:47 ,, Double Dr ; � ,i- _ 4tx 0 4 ' 3'-0' x 6-8' -71 t\ 4' ..,:sEski: ft) i , AD-3-10 16 a �k' e�'-` �� 1 '-9" X 12'_8"± X 13'-3" second Floor Plan 41'_S"+ h. as noted A1 . 2• 17i Second Floor Flan, 1/(ill = 11_01 1 rra 12-037 e.05/12J N _ _ I T I- 7 1 1 / I 1 L _J %, L _I L _I --.1' 1--- -I R.Rnmpf&Associates, Inc. cPrame at kaweotore 75 North Meee ae > Sake,Naohaeetb „i f (978)740-5026 fax comene I . NewAsphalt Shingles to Match i Existing 1 Jo. New Eave 4 Gutter Detail to I I rra 12-(d3� Match Existing I . Dos 0 m9/14/12 I I I T H __, I I ProJeat Residence, I I I I I Lane I ' I 1 I ' Branatable,Mafeaefueette I I ; .11: ;(//4;7:*•:/i it"l'il7-1/1;1Hur 1/)*;...171 \'');- .---.--viiiii:/"AN L I I New Asphalt Shingles to Match ka P — ` Existing �� __ —New Eave 4 Gutter Detail to I ®.ten Cricket Draining I - �� i� Match Existing . into Dormer Roof' C--- --�--- --- Roof Plan "L" Shaped Gutter ' I . New Eave 4 Gutter Detail to ; Match Existin New Asphalt Shingles to Match as noted Existing , 1 410/ ; ' 1 A1 . 3 1 1 I Roof plan, 1/S" = 1'_0" rra 12-031 (05/12) v x T F -1 A I 1 ./,L F -I - L _1 L _I R Rumpf&Associates,Inc. PL.BBo x 4 Ardiltatore 75 North Street PQ a 4�d; p78j 749-51)23 Alb New Vinyl DN Windows (White) a w/ Internal Muntins as Shown 4 Shutters 4 Trim to Match Existing (Color 4 Style) New Asphalt Shingles to Match New Wood Clapboards 6 ; Jo"'"`'" Existing Front or Garage 4 at Entry ; rra 12-031 DIM New Eave 4 Gutter Detail to (Color 4 Exposure to Match , 0 /14/12 Match Existing Existing) ,la De„ ,,,,,,, ,yt mo mo Existing Ridge _ T 12 Addition Ridge Pr, . _� a 31/2± J'C Pitcher Residence 7\ awa• ; Addition Project iiii ■■■■ ■■■■ , �`' iiii iiii iiii ii. 12 +I r , ■■■■ ■u■ ■■■■ 31/2+ u'■ Q 1(0± cv - 26 auyr l�leI-' eranstable,maeeae....e 6 X +Iiiii ■ iiii I ' rots:::, ...4.1\s„,it■■■■ . im=1 '� IkIrL2 ■■ ■■■ ,'d- iiii i ■■ rin�� III■■■ 6� 1y �■■■■ ■■■■ iiii ■■ ilu ■■■ ■■■■■m ; o iiii iiii ■■■■iiii0 aiiii u■■ = ii ri iii c it S'X I Q.o� cJ I I Existing OH Doors I F z� J 4 Frames to Remain ront Elevation N.l_ L �. J New Tapered Round Column w/ Cap 4 'Base (Color to Match Existing Trim Nods New 6 Panel Door (Color to as noted Match Existing) Dsswbos'"ow''° A2 . 1 1 Front Elevation, 1/8ll = 11-0" 1 rra -031 (05 ) r T • L _I . 41Li L _I L _I - R.Rampf 8s Associates,Inc. i ; PA Hea a Architecture . 75 North Street Salem;YwohasaW 81970 . (97I)7 s (978)7/8-5826 to candeue■ New Vinyl DI-I Windows (White) w/ Internal Muntins as Shown 4 Trim to Match Existing (Color 4 Style) ; M""'"" New Wood Shingles 6Rear rra 12-031 New Asphalt Shingles to Match Additions (Color to Exposure to 0 /l4/12 Existing 4► Match Existing) New Save 4 Cutter Detail to ; N' Ate likylign 'y: , Match Existing ; _ 12 1t , Proms �-- Pitcher Residence , �� 12 ■Eno lisimsI■ �� ...■ ■m ■ sou nu , ■ I ME ....... Inn Inn _ �� Addition Project l6±V MO ' ■� L► songm megm BB — — In. ti� 7, , i, ,. „ ��.�� —� 1— ' 26 Allyn Lane ' MN 1 1 E3rdrrotable,Maeeaehueelts XOMEN UM I g ii '1?c WI Will III ■.IIMI III �. L1 ■II■ mg ■II■ ■II■ III ■....■ III , / 0 1`^f j, ■III MI Mill gm OM OM In ■.IIMII In ^d q ((� MO ", , ' — — no ■....■ III ' / �� _ ` ■II■ ' — — — III ■n•In• III , i/ i�4 Q in iiii �_� „ — , I1 III ■....■ III r C 2P7 X ' 5/ iiss. ft ,. _ . it Ik I ..\\,,,,srp.p st% IL I---- -- I L Rear Elevation , L 1 __NZ , New French Frame Sliding poor (Color ; ' to Match Existing) lode as noted , , MaybeAuk.■ , A2.2 1 Rear Elevation, 1/0" = 11_0" rralz-031 (25/12) r k1 r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 1: 'r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 7 F -I 7 F -I L _IL __I R.Rnmpf&Associates,Inc. Bow Pn.Hoa ast Amldtectme ' 75 North Sheet 8deo;1(Yllohmattl 01976 (978)749-5023 , (978)740-5126 fix ' 1 I , - cameramen New Vinyl DI-4 Windows (White) w/ Internal Muntins as Shown 4 lob Neaten rra Trim to Match Existing (Color 4 Style) New Asphalt Shingles to Match 12-03� Existing ; New Wood Shingles Rear 09/14/12 New Eave Gutter Detail to Additions (Color to Exposure to ,� �, ,,,r,,, ,� Match Existing Match Existing) 1231/2± ' ' Project: Pitcher Residence — \ ' Addition Project - nonii / \ I `rr— , ■ e ■IU ■M —� N 12 nn ono / \ I /1 i _ i NM - MI OM / \ I ' ' , ; it ■M ■M I— ' 26 Lane / X 1 1 I— ' Bratable,MaeeaeFw,eecrs X __ MI NM ' lig- +4c.--- -e',1 ..,,,,\Nz, WI III NM MIMI 44 : _ _ ■M llIMI T . 1111 ■ N ■M iel : to 9..iv IP ' v 1 ' I I I I I @ tea, 7!M;� ,e re �a®6 I I I I I I I I ;LL i_-- I I_1 J N/ ' New French Frame Sliding Door (Color to Match Existing) as noted A2.3 1 1 I Left Side Elevation, 1/S' = 1'-0" I . 2 Right Side Elevation, 1/S" = 1'-0" rra 12-031 (05/12) ,I . F -I 7 L _I . . Add 2' x 8' e 16' OC - New Low Ridge F -I to New Eave ,Typical Roof Shingles to Match Existing Modify Existing Roof Rafters e New L I L _1 : . Intersection wT Double 2' x 6' a 16' -J Note - Eave, Rake 4 Gutter Details OC - 6 160 Nails - Each Face, Typical R.Rum pf& New Eaves 4 Gutters to Align w/ to Match ExistingI r Existing - Field Confirm PlateCont. 2 - 1 3/4' x II 1/8' LVL Bm r� Height 2 Piece Synthetic Trim 4 w/ 2' x 4' a 16' OC Knee wall to75 North Street Vented Soffit Existing Underside of Existing Roof , Rafters, Typical Vfez aimamon f' I I ,' /\ -• , Job Namibia I I I I rra 12-031 I I 2 - 1 3/4' X II 1/8' LVL Bm DM 0g/1�/12 l I w/ Joist Hangers for Existing 12 I Joists, Both Sides C., ' 2 - 1 3/4' X 11 1/8' LVL Bm i N. DM :emir. '"` ± v w/ Joist Hangers for Existing cv Joists, One Side Only - Rap New i :; Beam w/ Blue Bd 4 Skim Coat iv ; :•::::i ;:j r yILi- X Project: L •.' Ii ,'' -- E (�n Pitcher Residence E U I �1-.. - \/ "'G ; Addition Project z 3 - 1 3/4' X 1 V4' LVL Header O e 12' Siding Door (Field Confirm 2 - 1 3/4' X 11 1/8' LVL Bm CO U New Sliding Door RO Height w/ Existing J Joist the Architect Prior to Purchase) Joi tsBothg ers oSidesr as Rapl�Iew �' ��' 'Mae.acI"'°"`° 111 1 I I Beam w/ Blue Bd 4 Skim Coat CO CV I I I _it �'- P 2' x 8' Ledger w/ 1/2' Lag Bolts \—New 4' x 4' Wood Posts as Shown one'�+�`l f� � V e 24' OC, Staggered 4 J-oist Hangers the Floor Plan - Down to Solid Bearing �' _fir cr1a 1 I -- X - r S 44 . 1I --,_ Existing Wood Beam to Remain ' " Li v444 4. ® 411-44 211 AB e 48' OC 412/ l Seall from corners, Typical i Building Section I 10' Concrete Foundation w/ 2 - M4 T4 B 4 Existing Posts to Remain - Confirm Existing Locations in the Field - Add zo i 1 yl 12 x 24 Concrete Footings w/ Asphaltic New Posts to Solid Bearing as ' r �V' DP, Typical Required by New Posts Above - 1 Review New Post Configurations S/ L __ _ �4' Concrete Slab w/ 6 Mil Poly Vapor with the Architect Earner on 8 Compacted Gravel 2' X 6' PT Ledger w/ 1/2' Lag Bolts ; .min e 24' OC, Staggered 4 Joist angers v as noted 1- 2 - 2' X 6' PT Beam w/ Joist Hangers 1 oa..w Number'_ L--J Synthetic Decking 4 Trim w/ r Synthetic Hand Rails as OC A3 • 1 2' x12' PTStringeral6' OC 1 5ullcline Section, 1/4." = 1i_0ii 1 rra 12031 (05/12) IICNIIITMRIZIMLVIIIIIIMA e - Roof Schedule Partition Schedule P %j Fre Stc Materials e e Fre stc /• Description Rating Rating Remarks Materials Description p Rating Rating Remarks L _I I. Asphalt Shingles to Match n/a n/a Typical Roof' Assembly Clapboards/Shingles n/a n/a Typical New Exterior Partition I- -I HAD Existing w/Flat Ceding �� �� to Match Existing See Elevations for Siding ' Grace�lce 4 Water Shield \ )` )�'�` c Infiltration Barrier Types 4 Location 5/8' CDX Plywood J V cviu �..)L 5/8" COX Plywood L _I L _1 I 2' x8' el6' �C - Rafters2' � ' j 2' x6' e16' OC - CJ x6 16 C RR, &Asociates,lI>� R 21 Batt Insulation a e R 38 Foam Insulation °' I/2' Blue Bd-Skim Coat `4. 1' x 3' Stray.ping m 16' OC Screw Attach One Side s75 s soy threat ......... . 1/2' Blue B Skim Coat North sde�lrei.admemr ffi97iB ' Screw Attach One Side Only t 746-5625 • 1/2' Blue Bd-Skim Coat n/a n/a Typical New Interior Partition �' fax Cesseltsste S1` t M)` )( ` Screw Attach Both Sides O )NVO O ) 2' x 4' 'c 16" OC RII Sound Batt Insulation Asphalt Shingles to Match n/a n/a Typical Roof Assembly �� �� ,,;'� Existing w/ Cathedral Ceilings 2d `r 1 Nr n/a '2a' Replace I/2' Blue Board w/ ra 2_03� Grace-Ice 4 Water Shield Est 5/8' Fire Code Blue Board 5/8' COX Plywood Add RI5 Batt Insulation to �. 2' x 8' a 16' oC - Rafters Assembly • ',R 38 Foam Insulation �g�»'�12 1' x 3' Strapping 9 16' OC tie. Dab ...l... .,, 1/2' Blue Bd-Skim Coat Existing Wood Frame Wall n/a n/a Existing Exterior Partitions- Screw Attach One Side „ ii System - Add New Infiltration See Locations on Elevations Only 3 '�/// Barrier 4 Siding Where Shown a. W / on Elevations D7 i�3ai n/a n/a '3a' Add 1/2' Blue Board w/ Project x Skim Coat Plaster E RI5 Batt Pitcher Residence u1 Adc�tion ProjectInsulation to Assembly Asphalt Shingles to Match ►'ia n/a Typical Floor Assembly C Existing Gracelce 4 Water Shield - 3/4' T4G Plywood Allyn Law 2' x 8' 016' OC - Floor arena/Met,Maeeaetueette Joists , R 22 Batt Insulation c*. V.7 Lipe- „,,, , I. All materials and construction shall conform to the Massachusetts State Budding Code � \ (180 CMR), and all other local regulations 4 ordinances. t ' s '` , I ` ss. 2. The Contractor shall secure all required permits prior to proceeding with the work. ' ! t 444- 3. The Contractor shall field verify all dimensions prior to proceeding with the work. 3 9q:.•� Symbol Description Remarks 4. The Contractor shall notify the Architect of any and all field conditions that varyfrom those Schedules Q Neat Detector that are shown on the drawings. Notes 5. The Contractor shall secure the Architect's approval on any material substitutions or changes O New Smoke Detector - Photoelectric Type • in the work. _ ® Co2 Detector, Cebng Mounted as noted 6. The Contractor shall furnish and install tempered glass where required by the Code. Banda liesban 1. All interior and exterior finishes 4 trim shall be approved by the Architect and/or the Owner. _ A 4 • 1 2 Life Safety Symbol Legend I C-general Notes, nts rra 12-031 (05/12) r T • o LJf4 F —I • 12' x 18' Concrete Step Footing L _IL 12'4, Concrete Sonotube Post R.Rumpf&Associates,Inc. 8 Footing w/ Wet Post Anchor '-(0"± nia , 10' Concrete Foundation w/ 2 - "4 Rebar North Street 4 Bottom 4 12' x 24' Concrete Footing ' ' • -seas _ _ Exists g Up saw:� �r c s , c�l �Q Existing Wood Beam to Remain rob Nesbitt u I• r Lwsting Posts to Remain - Confirm ; rra I2-03-1 �— I Existing Locations in the Field - . Add New Posts to Solid Bearing (dg/14/12 _1==1 — — as Required by New Posts ' ' Above - Review New Post "' DIM LOOM '"' l m Configurations w/ the Architect ; 2' Concrete Rat Slab w/ 6 Mil y 1 Poly YB Exist g Up New Opening in Existing. Foundation - o . Access to New Crawl Sze 4 Location w/ the O - Confirm Owner ; v Project: `4. T . _, I Addition FItcherRp ice I .._ n /1 • —4' Concrete Slab w/ 6 Mil I +, _ Poly YB .4 8' Compacted—NI I i26 AOsn LamsMassachusetts Gravel, Minimum +' .-.._— ...--.---/iskEtt441/44\, _ 1 1 L_ J 1 \ \\_____// _ i (� � IN \\ / 3'-10 5 y�� I 3'_10 ,,��� Q < 101_3" X 51_6" X Q t fs e cYl c{1 i_ o �_ " i n 15 9 X 12 S ± 13-3 > oundataon Plan 2' x 20' Shelf' on the Interior Concrete Step Footing - Field Confirm of' Foundation to Accept 41'-g"± Configuration Garage Stairs ) 9 10' Concrete Foundation w/ 2 - "4 Rebar Top 4 Bottom 4 12' x 24' Concrete Footing ' kW= 11.10 as noted 12' x 18' Concrete Step Footing • s1 . o ii 1 Foundation Flan, 1/8" = 1'-0" 1 bra 12-031 (05/I2) • '1 . . . • • . I- 7 7 L _I L it F 'I . L :__I L _1 Synthetic Decking 4 Trim w/ Synthetic Hand Rails as Req'd R.Rnmpf&Meociatee,Inc. 2' x 12' PT Stringers 616' OC > 73 North�0�00hi a�t0�0eat01° PAS Boz_ • 2 - 2' X 6' PT Beam w/ Joist Hangers 2' X 6' PT Ledger w/ 1/2' Lag Bolts 740-5625 A 24' OC, Staggered 4 Joist Dangers 1.. - (978)740-3026 tax El «..,lain. MI IT IIIIII kb 1 rra 12-03-1 i III" I I DUN __II09/14/12 IN 2' x 6' * 16' OC Landing J� No. n�. ...�.. Framing Ni i� 2' X 8' Ledger wl 1/2' Lag Bolts Proieat a 24' OC, Staggejred 4 Joist Hangers Pitcher Residenceon I. _ __ _ _ = I:� +� I I 1 ',,-: Lane I I• erestebb,Maesachueette 77t „go e.,0, ,i4:„ \________/ / 4.• 0 OF it 2' X 8' Ledger w/ 1/2' Lag Bolts i\_! " S, 4- oject 9 24' OC, Staggered 4 Joist bangers • 2° x 6° PT 'a 6° ��C _���g• � • 2' x 12' Stringers �1 16' OC ; a-v 1 2 - 2' X 8' seam w/ Beam Hanger— 2" x S" 6la" OC - Floor Joists v One End �nly \ First Floor Framing Plan 2' X 6° PT Ledger w/ 1/2' Lag Bolts 6 24' OC, Staggered 4 Joist Hangers 2 - 2' X 6' PT Beam w/ Joist Hangers ' gale Synthetic Decking 4 Trim w/ as noted �� Synthetic Hand Rails as Re 'd ' Davin!Maims • . 2' x 12' PT Stringers 6 16' O 1 . Ss1 . 1 1 • • 1 First Floor Framing Plan, 1/8" = 11-0" 1 rra 12-fu mean) .. r : I- -I/.. , L __J . , 2' x 6" a6 la" OC - Rafters 4 I Modify Existing Floor Joists / F -1 Ceiling Joists to accept New Beam New 2 - 2' X 6° Seam 2 Sides L_ _J L_ _I 2' x 8° Hip - Modify as Required R.Rya Inc.Ir.:MFor New Rafters PQ:Mt 73 NaAh&feet 2 - 1 3/4' X II 1/8° LVL Bm �"'a°° ' 0070 w/ Beam Hangers - Rap New I Beam w/ Blue d _.14 Skim Coat '—" ` J �j 7ss2s 2 - 1 3/4' X 11 1/8' LVL 5m ens)7 50aara 11112 x 26 Steel Beam w/ 3'� l w/ Joist Hangers fo• Existing �...ude. Standard Steel Pipe Columns I III I II II I I I Joists, Both Sides - Rap New Beam w/ Slue Bd 4 "kim Coat 4 1/2' x 6 x 8 top 4 Bottom J , Plates 4 2 - I/2'4, AB 1_ - Job linable II - - New 4' x 4' Wood Posts as Shown on rra 12-03� _ I ii 1 1 the Floor Plan - Doun to Solid Bearing 09/14/12 c L ..4.1 m000—a _ I i _ I III - O L---T:� l.:.r--- - _�� I _ i , O 0 i-----' I—— IC0 I I I Project; p ^--4_ O � ; ---- I 11 1 r� �J AdditiPitcheron Project 0o . , o _ ----- - 1 I 1 - . �, I I I w Lana . k— 1 X ._—— Brarrotabb,Maeseehueatte w I \ I A X , , " 'Air,Pfl cp'0 VI-A:4:4;N't.,0 IIII"—riiiiir • ■ — i `i 2' x 10' LVL Hips, Ridge 4 Valley �t, � m — Modify as Required for New Roof j P . ,,S , J>>! Rafters Framing Hatched Area to Allow r �,4`: _ �����,«, 2 Equal Steps to Existing Garage �� r .vvaser Second Floor 2' x 8" 6 1--" OC - Rafters Framing Q New Master Bathroom, Second Floor/ Closet 4 Access Elevation to Roof Framing Plan Match Existing Second Floor 3 - 1 3/4° X 1 I/4° LVL Header . 6 12' Siding Door (Field Confirm New Sliding Door RO Height w/ ; ••m the Architect Prior to purchase) as noted 2 - 13/4' XI11/8' LVL5m °"'""`"`" w/ Joist Hangers for Existing Joists, One Side Only - Rap New Beam w/ Blue Bd 4 Skim Coat S 1 ■ 2 .. 1 Second Floor/Coiner Roof Frarnlne Flan, 1/S" = 1'-0" 1 rra 12-03"1 (05/12) r Cont. 2 - 1 3/4' x 11 Z/S' LVL Bm T P -I / • w/ 2' x 4' 6 16' OC Knee wall to Existing Underside of Existing Roof 1 1 Rafters, Typical Modify Existing Roof Rafters 9 New P Intersection wT Double 2' x 6' e 16' f2' x S° 16° CC - Barters OC - 6 160 Nails - Each Face, Typical L __IL _I \ / Add 2' x S' e IV OC - New Low Ridge R.Ruing&Associates,Ina to New Eave ,Typical n North Steel Salem.Missaohusetla BM r— (978)748-5025 (97S)74116 fax Onsellsete 1 /1 r _i_ I 1 _ l __I-- I--- ---ylj 1 1 1 1 / 1 - -I I I I I I i I- l- iC -1- 1 - - - - •/ . I I I II II I I I I I I I 11I I I I I I I Dew0g/i4/12 ar co U IfiAd.,Ir /%r'I. II tl I ill Pitcher Residence fi i�' ! IIII Addition Project I W r,./ \iniZelini�ialiEll6<• 0 r' .(/ Ill • / i/./ 1 26 Allyn Lane .I`y' Branetable,Massachusetts ;tk4 cA cA - L ii 1lv1 1,.:4‘ � ��:e>"-.4 �N N / - ' / CS' �� Ilk Q 2' x FD 16' OC - Cricket, Frame �� II 0"os �� over Existing 4 New Rafters Double 2 x a 16 OC - Ceiling Joists l v;.� � (Hatched Area) -per Roof Framing 2' x 10' LVL Nips, Ridge 4 valley ( Modify Existing Rafters for New Design -Ian Modify as Required for New Roof • ' Rafters < 2' x S" 6 16" OC - New Dormer Rafters h. as noted le)' • 1 S 1 • 3 1 ,.. 1 upper Roof Framing Flan, 1/Qll = 1i_e" 1 �J rra 12-031 (05/12) I 41 All work shall conform to the latest Commonwealth of Massachusetts State L I Building Code. 06k All foundations shall rest on solid bearing (min. capacity = 2T/sf). Where P -I resting on fill, such firs material 4 compaction method shall be as approved I - 1 , in writing by the Engineer. Notify the engineer if lesser capacity material is R.Rumpf&Amociats,Inc. encountered before proceeding with the work. pErBeinet n North*net All concrete work shall conform to the latest ACI Budding Code Requirements forSalem. 81978 'tsiohoiett' Structural Concrete (ACI 318) and the Commonwealth of Massachusetts State ; Budding Code. In case of conflict, the State Budding Code shall govern. no concrete fax shall be placed on frozen ground or placed when the temperature is below 40 degrees °".."° Fahrenheit without written permission from the Engineer. Job Met= Concrete shall have a minimum compressive strength of 3000 psi e 28 days. Grout under column base plates and under other bearing plates shall be non-shrink, Debt rra12-03'1 non-metallic grout with a minimum compressive strength of 5000 psi a 3 days. 09/14/12 Stairs 4 walkways concrete shall be air entrainment (5- % content). Ns Ms loWslis Bp The building walls retaining earth have been designed based on lateral support from _ the completed floor slab(s) and framing. _ ' 1 1 Project i ; 1 Interior slabs shall have a steel trowel finish unless otherwise noted. Exterior slabs shall Pitcher Residence have a rough finish unless otherwise noted. 1 Addition Project 1 Rebars shall conform to ASTM 615 4 305, Fy = 60,000 psi. Welded wire fabric Allyn Lan, shall conform to ASTM 185. Mt. ' All carpentry work shall conform to the latest NLMA standards usingr....., ,,,,,,_ cryFb = 1,000 si t E = I.I x 10°6 si for dimension lumber - ,°y fp1• ' ; ' Fb 2,600 psi (12' deep beams) 4 E = 1.9 x 10°6 psi for LVL's /; C� +. �� Cooperate with all other 's A p trades refer to Architectural, Mechanical 4 Electrical ' drawings for the installation of sleeves, - `' '�g inserts, chases etc. ,.� �� The contractor shall verify all existing conditions and dimensions in the field and structural Notes shall notify the Engineer of any discrepancy before proceeding with the work. The Contractor shall provide all necessary shoring 4 bracing until all structural . work is complete. 1 as rioted Bawls'liadwin S4 . 1 1 1 1. Structural Notes, nt . rra 12-(d31 (05/12) ' 1 - • _-