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HomeMy WebLinkAbout1000-31.-16-5 1 OFFICE LOCATION: O��OF SU(/r�,OlO MAILING ADDRESS: Town Hall Annex P.O. Box 1179 54375 State Route 25 Southold,NY 11971 (cor.Main Rd. &Youngs Ave.) G Q Telephone: 631765-1938 Southold, NY 11971 • �O P D�yCOU�'�,�a Fax: 631 765-3136 LOCAL WATERFRONT REVITALIZATION PROGRAM f TOWN OF SOUTHOLD MEMORANDUM To: Michael Domino, President Town of Southold Board of Trustees From: Mark Terry, LWRP Coordinator Date: March 17, 2018 Re: LWRP Coastal Consistency Review for QUIET MAN HOLDINGS, LLC SCTM# 1000-31-16-5 Michael Kimack on behalf of QUIET MAN HOLDINGS, LLC requests an Administrative Permit to demolish existing 484.11 sq.ft. one-story cottage; remove two existing 36sq.ft. steps; on existing one-story dwelling construct a 197sq.ft. deck onto the westerly side; construct new 45sq.ft. roof over entry portico; construct new roof; and install new siding, windows, and exterior doors. Located: 260 Huckleberry Hill Road, East Marion. SCTM# 1000-31-16-5 The proposed action has been reviewed to Chapter 268, Waterfront Consistency Review of the Town of Southold Town Code and the Local Waterfront Revitalization Program (LWRP) Policy Standards. Based upon the information provided on the LWRP Consistency Assessment Form submitted to this department, as well as the records available to me, it is my recommendation that the action is CONSISTENT with the Policy Standards and therefore is CONSISTENT with the LWRP provided the following is required: 1. Identify the regulatory setback distance to the protected natural feature. Pursuant to Chapter 268, the Board of Trustees shall consider this recommendation in preparing its written determination regarding the consistency of the proposed action. Cc: Damon Hagan, Assistant Town Attorney Torun of Southold n �r . ,Yrr1U)' 't...0 16t {Y{,l I ryf t1SSL'Sti71Yl[: Jt �`�1Rr MAR 12 2018 A. INS'T'RUCTIONS Southold Town Planning Board L All applicants for permits* including Town of Southold agencies, shall complete this CCAF or proposed actions that are subject to the Tov,,m of Southold Waterfront Consistency Review Law. This assessment is intended to supplement other information used by a Town of Southold agency in making a determination of consistency. `Except minor exempt actions including Building Permits and other ministerial permits not located wlthin the Coastal Erosion Hazard Area. 2. Before answering the questions in Section, C, the preparer of this form should review the exempt minor action list, policies and explimationsl of each policy contained in the Town of Southold Local Waterfront Revitalization Progratr.. ' A •oposed action Nvilt be evaluated as to its sk.)-Li taut beneficial and_advelse effects upon lic coastal area ;, (�yhicli inclucics all ofSoutliolcl Town). 3. If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achieveir ent of the UNIT policy standards and conditions contained in the consistency review law. 'l'hus, catcl>i Yatisave.r rtlust be:ext)lainM in detail, listingho€h s€pportilig tat,d 11011 sulint>'x•titr facts, If an action cannot be c6ttified as consistent with the LWRP policy standards and conditions, it shall not be undertakem A copy of the LWRP is available, in the following places: online at the Town of Southold 's website (souttioldto�wn.northfork.ne,t), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk'3 offlcc; B. DY.CSCRIPTION OF SITZ AND I'RO POSED A;CTION SCTIVI# PROJECT NAS G� The Appheation has been submi ed to (check appropriate response): Town Board ❑ Planning B and❑ Building Dept. 0 Board of Trustees 1. Category of Town of Southold agency action(check appropriate response): II (a) Action undertaken 4irectly by Town agency(e.g. capital construction,plann�ng activity, a;,ertcy regulation, land transaction) (b) Financial assistance(e.g. grant, loan;, subsidy) (c) Permit, approval, li ense, certificatigri: .. Nature and extent of action:,�),�� Ssy Xp1p'`py 1100:1ra z CO J"11*4A' G,e51Q'4'V-jv ''dRA CA—I CAI . �VJ -/A/& 0005 t,11V4 C0i1,/7;Eu C1 N ✓ '01v i!5/o/c- GUl NgW J'/l>/,v& , eemw ?�G��� ,�'1C,T D oplZ.s� ANP Location of action: Site acreage:­" `:e P_,._ �_._ Present land use:-- Present serPresent zoning classification:_ 2. If an application for the �roposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of ap}3licani.:�_; (b) Mailing address: ' (c) Telephone number: Area Code (d) Application ntunber, if any: Will the action be directly undertaken, n quire funding, or approval by a state or federal agency? Yes El No l'�4nK' If yes, which state or federal agency? C. Evaluate the project to theollowing polictie's by analyzing how the project will further support or not support the policies. Provi a all proposed,Best Management Practices that will further each policy. Incomplete answers will requir that the form be rel,urned for completion. DI+EVELO-P.i+,l) CAA.Q-V 11),O IC Policy I. ]Foster a pattern of development in the iTown, of Southold that enhances community character, preserves open space, makes emIcient use of,Infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See L'Wlltl'Section III—Policies; Page 2 for evaluation criteria. I Yes No X'J Not A.ppliable Attach additional sheets if necessary Policy 2. Protect and preserve ! historic anCl archaea,logical resources of the Town of Southold. See LWRP Section III—Policies Pages 3 through ,6 for evaluation criteria I I Yes 0 No 19 Not ApplI cable Attach additional sheets if necessary ---- - --- - -- - ---_.___ Policy 3. Enhance visual quIality and prole.-et scenic resources throughout the Town of Southold. See LWRP Section III—Policies Ppges 6 through 7 for(evaluation criteria YesNo ❑ Not Applicable V I r UAL WAD ®Z7--&64!5 !eLg-w J I/J,t C. o._.�J_l3'" /M..,,��� VIJyU.SiL ���c�C'`:�!• ��'�s� NCS _,.___.--__ Attach additional sheets if necessary -- NATURAL COAST POLICIES Policy 4,. Minimize loss of life, structures, and natuiral resources from flooding and erosion. See LWRP Section III—Policies Pages 8 through 16 for edaluat.ion criteria Y'es Q No inl Not A0iplicable Attach additional sheets if necessary -' - Policy 5. Protect and imjprove�water quality and sui oply in the Town of,Southold. See LWRP Section III — Policies Pages 16 through 21 for evaluation,eriterua; l__l Yes lJ No Not A plicable Attach additional sheets ifnecessaiy Policy 6. Protect and restore the quality andfunction of the Town of Southold ecosystems including Significant Coastal Fish and Wlildlife I3abitiat> and ,ii',etlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. D I-D Yes Into Not Applicable Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWR P Section III — Policies Pages 32 through 34 for evaluation criteria. Yes F] leo Not Applicable /fit/ 416 Attach additional sheets if necessary - Policy S. Minimize environmental degradation in ,'Town of Southold from solid waste and hazardous substances and wastes. See LVMI Sectioes I][I,—Policies; Pages 34 through 38 for evaluation criteria. Yes F1 No ® Not Applicable PUBLIC COAST POLICIES f i Policy 9. Provide for public access to, and ra,areatilonal use of, coastal waters, public lands, and public resources of the 'Town of Southold. See LIVE P Section III--Policies; Pages 38 through 46 for evaluations criteria. Ye,11� No® Not.Applicable Attach additional sheets if necess<uy -- —•— •---_.,.___-._-._-__,._ WORKING COAST POLICIES Policy 10. Protect Southold'siwater-dependent us,N5 and promote siting of new water-dependent ases in suitable locations. See LWRP, Section III-Policies,; Pages 47 through 56 for evaluation criteria. F] Yes [:1 No Not Applicable Attach additional sheets if necessary Policy 11. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary and Town waters. See LWRP Section III Pages 57 through 62 for evaluation criteria. F1 Yes 1:1 No Not Applicable Attachadditionalsheets if neces�sary —-T--- Policy 12. Protect agricultural lands in the Town of Southold, See I. Section III – Policies; Pages 62 through 65 for evaluation criteria. F] Yes El Nolk'<J Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and deelopnaent of energy and mineral resources. See LWRP Section III–Policies; Pages 65 through 68 fDr evaluation criteria. E] Yes No Not Applicable PREPARIPM BY_Z// TITLE DATE 5URVEY OF PROPERTY SITUATE: EAST MARION LAND NOW OR FORMERLY OF FV� TOWN : SOUThOLD JENNIFER ALICEKAMROWSKISUSAN KAMROWSK 5UI=I=OLK COUNTY, NYJAN 3 1 2018 I`=' N89a12'00"E S�5o SURVEYED 10- 1 0-201 7 � 100E 34.38' 36 58'0" L SUFFOLK COUNTY TAX # N6�5 1000 - 31 - IG - 5 CERTIFIED TO 8 J 00,, 1'RokowSYOF DAVID JANNUZZI 1 .0 203, oar�` 1 SSR a N d \ �o Q) QQ SD 9� 3 y \ SB�OP Iya 363 S6�2�00'Z' h 0 O0,,\ a \ 61. 7 s lea, \O / Q7 20 \ (� O 9T 2,,�F O r .moa \1 o, 6 O o�= O z,o "Unauthorized alteration or addition to o survey ------ 111111 " map bearing a licensed land surveyors seal Is o P �C, /'(�j. \\� E�qi violation of section 7209, sub-division Education io of the 5 t � New York State Education Law" vA 'P/L (� "Only copies from the original an this survey i O'9iq 4 \ F�y� / ��3iII marked with an original of the land surveyors 2• n O ON stamped sect Shall be considered {o be valid true / r; copies" .�, 9v' WATEP �., 'Certifications indicated cated hereon signify that this �'. 0, � / survey was prepared in accordance with the en- rQ 4 - isting Cade of Practice for Land Surveys adopted O,\ /S / ru by the New York Slate Association of Professional tiF F Land Surveyors Said cerhficolions shall run only yj O �1 to the person for whom the survey is prepared, v`�lMflZ and on his behalf to the title company,_IIgovernmen-tal agency and lending institution listed hereon, and F w�aD to the assignees of the lending institution Certifica- tions ore not transferable to additional institutions NOTES' 3 / ® MONUMENT FOUND JOHN C. E H LE RS LAND S U RVEYO R b � SPLIT RAIL FENCE ,off / 144O' o- STOCKADE FENCE O O —x—X__ WIRE FENCE �Z / m 0) 6 EAST MAIN STREET N.Y.S. LIC. NO. 50202 0'� �pc h0� o o '� Area = 30,1 12 cSat. Ft. RIVERHEAD, N.Y. 1 1901 369-8288 Fax 369-8287 5 o49y Area = 0.69 Acres G Pf11C SCALE Iii= 30' resurvey@optonllne.net 17-181 M«� JAN 3 1 2018 o3 �� i OS r " zot > .00 1 1 / t ON07 Q / I tT / 31 i z !t9 I C) � N I co 0 I o rn � I OS I o I Z I Uj '0' a� 0 00. .O�OSS GCI 11 yOjO�Se X37 I d°,dZd L ply � O 0 �• oi� 40N � Oy I . I 06 S9 1� 0s�S 0 0 yO O W°�W 68N ce- ��w'0,a bad�s 3«001-b9-99N a,�. .�.w "'_'Y l ��$'"� � T• ���'f?^' ,g y� � `�� � �"T'�.' fig+ ;9 '^��,� . s IR �x V t1 � � r IMi �#a ir7 IP ( MW Af06, 4 _ -_i Lam. ,. S �Y J� � _ ,�•. ; 14 1 91* .tyt MS VE AUS; k �+ . u;5 Am .� CY .rr }n'' .'mss_ • • • • 1 Y a 9"a 1 sib ez 21A eFc.1,G LOW 00. !�E eEC.N0.012 ecc.ro. SEE SEC.NO.oa —To" \Z 112] „ --"—I E— • \e. wrof—�--- ]fATCII--�---- — UNE \ FORP p \a lir tt2f ai w♦ �' �M Sff SEC.tq. mA t+ PO d a a I � oamotaa �\ • • d • tt to 1119 op I i weI ' a^ ' w\!✓' / tlatlB,sA� 1?A1-4 ,iWcl O t �¢ c¢ • a p � Iw,� tW- a Zt m I • •rp' ® 0� 1• 11 ,tµcl< 0 0 \t 1111 A 113 w A I ° w ♦ae '1t y \e. 6 F p � e gi e°�� \o,lpld w \d- 2•� w � � �Q, e e1 a� 111° 11.e P• a I ° t Om �t a �6t � � +]] ; ]1 1.SA 11A1� 4 ��) Z ] \ 5 it-A d a MAIN N 103 ° ♦ 1 ] oe ° _t.aHd It 11 � ItA w + 1 \a µ „✓I°�a ee� O a>l O- \\ I01 m t ° 11µc) 1pMd IM1t N 1]y, ° t O e3 ,u ,AMTFA A1RIIdeTV \eRrE mgr. `'' ,• t • ° Q ♦ •°•s / tl« va °�` • 72 FOR M. °EE a NO. 0]OO]O13 12A. b ` TO'MI OF e0Uf1101D \e it ' � • 9 MARION LAKE � Pj \,T M1 ,s.wc� •a �qc' 41 >v'a' I I t � tl'•gP7'�O' a o ° 1^ \M1O� a�0 / C� OnI q aeA' itoP O '� atY / 1.3 zu t `& a M1 ♦ qua ti q e M1.� � • / n;� ^ ;� 1e2 O ��^ � J^ •j 2]A �ryd1\ qd4\ b u ` ° • ♦ q ,. ,� MARION LAKE 18 s MR� WA °'4Y`) ° 1,zlae.a es ♦ � 6 � q v; M1 12.6 ]0.] FOR PCL Iq. l."A ♦ ieA ISt qe '� 4 t1 tt ,/ ti M1 ''Q liEE 6EC.NO. �xn�R.raA te. ♦p�/: 2.1 5 ,Y a, ♦ a O • S H.M. ^� � L .w•u. ;+� �+� ----- "''�" �'— �'•' — NOTICE � wae�rw°�Au,aam;v a,M OUNTY OF SUFFOLK © SECTION NO G C eal Property Tax Service r n, wu o a N I REVISIONS 1 1/21/18 ALTER aN 2 3/28/18 3 4 5 6 7 8 9 10 N LAND NOW OR FORMERLY OF: JENNIFER ALICE KAMPIOV45KI 1A1 5U5AN KAMROWSKI TV N89°12'00"E SS, �_ 34.38'_--�, 36 S �� tdop dip ♦♦ S SF,e oin ff, o o Q % � �S�N</COR fi � W W Z � Z % ♦♦�� ,0� ���''��o ileo Ln Q a Z W Lo Z % u. % EX15TINO COTTAGE t: O z o a W LD TO BE DEMOLISHED ♦♦` z 3 W �s \ ♦♦ Ss � wWWUN } C3 C3 `S�>_,\s � �o>> EXISTING SANITARY SYSTEM 1f0 �O' F REMAIN. BEDROOM COUNT REDUCED NEW ROOF OVER FROM 3 BEDROOMS TO 2 ��� UI EXISTING 1 5TORY ♦♦ BEDROOMS RESIDENCE , o \�� � ♦♦ o PROP05ED WOOD S6 ° �t 4 DECK(+/- Icr 50 FT) ••<2Q 00 ��� kr •• H 0QJ *`` REMOVE EXISTING STEPS 2 `• 6 u �7% ` ` ` 7 • xL L TIONS ~®r �.. Tt°I���, REMOVE EXI5TING 5TEP5 DE516N FOR A STORM DRAIN 5YSTEM 5ER06 A ROOF AREA OF:1495-1 sq,ft VOLUME REQUIRED (3" RAINFALL), 371.'15 GU FT '' NEW ONE STORY ADDITIO�1 , r��♦, ��� i (1) &-0'1 X4'I H STORM DRAIN RIN3 = 165A GU FT t STORM DRAIN RIN55 REQUIRED(VOLUME REQUIRED/231:1) 220 RINGS REQ `��� <%� /2 ; 5TORM DRAIN RIN65 TO BE PROVIDED 3 + G t 3 3n REFER TO 51TE PLAN FOR LOCATION OF DRYWELLS NEW ROOFED OVER ENTRY ' PORTICO (+/- 45 50 FT) r LINE OF UNDERGROUND PIPING FROM ROOF �A r' (� � DRAINS.ALL PIPING SHALL BE 6" "S.D.R.35 SEWER � PIPE". oo co U PROVIDE SOLID CONCRETE COVER&DOME -,4 ate r O V GRADE �� ��` ` � \`• ; 1,Y Q� 41 epi � UT«.. 3' -i x II .� % oLE 0 42 =1 I=1 a a z cu }, J �� „� 2►U�p 1=I I - I=I STORM DRAIN RINGS O 4?7 PITCI — — b III—I I WRAPPED IN FILTER% s� < 4 ' - IC �,- III—III r _ I I I I COLFABLAR MATERIAL, C) Q (11,54 � '*. / r o J � -' --- 1—ELI 1'�m" 'L� V LINE OF PROPOSED DRY �� ��• '�j� r ---- ----- WELL SYSTEM, SEE \(j0 d ,r ' ------ rr=,� ------------- --- MIN. III—I I SEE NOTE BELOW �„i ,��, 44 CALCULATIONS FOR 51ZE �� / ' 3 c/? —III— _ - --- I I1 �'It •'" 4ZN ,' III=11 I NOTE: BOTTOM OF ALL O C � DRYWELL'S MUST HAVE ^� W ,_ „ �� �� � z 6 0 PENETRATION INTO 1— I III—III RATE ABLE MATERIAL Cn OTS p –III=III STORM DRAIN RIN III F /ell � � I�—III— EXITING GARAGE TO e "'► ' ¢ NOTE: COLLAR MATERIAL —III=III II=1 �D I II=III ►—, REMAIN fid�F r n _jSHALL BE COMPRISED OF SAND t �% r' / —III=1 t = 1 I=I &GRAVEL FILTER MATERIAL U I I=1 I I ® ® ® -I I =1 I 1 CONTAINING LESS THAN 15% FINE SAND,SILT,CLAY&1"DIA. MIN GRAVEL(SILT&CLAY U III 1 MIN III-1 FRACTIONS ARE NOT TO EXCEED a EXITING SHED TO REMAIN ` a III—III ® ® ® ® ® ® III—III 5%) �'• � III1 '—III—II Uj Q GROUNDWATERON SITE PLAN _ uiL.S�' ° e � �� I II I II S,.mn, DTII I II i 1 APPROVED BY Q Z SCALE: 1" — 20'-011 PoLE�, �D� �O o t�p —I 11 1 11=1 I z o w'.0 I—III—_. —111 1 BOARD OF I RUSTEES w O_ � INFORMATION FOR TH15 SITE PLAN WAS TAKEN TQWN QF $O�JTHOLD ,W.I � FROM A 5URVEY PREPARED BY JOHN G. FREERS �4Q-�� —11 —III—III— — - — -_ _ —III—III—III <C m LAND SURVEYOR DATE 10/30/2011 I I I I I I I I I I I I I I I I I I I I I I I I I I FEI I El I I I I I I I I I I I I I I I 1 I 1 I 1--i I 11= DATE ,�� - �, —IIT-111_1 I_II11 I x cV 10' 20' 40' SCALE: 1" = 20'-0" pr DETAIL @TYPICAL DRYWELL _ _.. 1 �~ SITE PLAN& NOT TO SCALE II r DRAINAGE CALCULATIONS FAAR 2 9 20118 DATE: 12/19/17 c JOB# 17-56 Aa REVISIONS A A 1 1/21/18 2 3/28/18 3 4 5 REMOVE EXISTING MASONRY 6 NO CHANGE PLATFORM,FILL d RE-GRADE AS REQUIRED TO ALIGN WITH EXI5TIN6 GRADE 7 5" POURED CONCRETE FOUNDATION 8 WALL ON 8"X16" CONTINUOUS B 2 9 FOOTING W/(2) #5 BARS WITH 2"x4" A-3 KEYWAY (TYPICAL) ok DOOR 10 FOUNDATION FLOOD VENT TO 3'-12 I 3'-1" 4" BRICK SHELF DOWEL INTO EXISTING BE "SMART VENT" MODEL # FOUNDATION WALL U51NG #5 _ _ _15-40-510 DUAL FUNCTION --=-- -------- EX15TINO WOOD PLATFORM 4 REBARS VERTICALLY ® 12" O.G. SMART VENT. 16" WIDE X 8" 4 ' "` `=r - STEPS TO BE REMOVED (TYPICAL) TALL. -- - -~- - - - - - - - - - - - - - � UNXGAYATD 00 d w U " 4'CONCRETE 5LA6 WITH 6X610/10 VVV�f 2-0 cx _ INSTALL 5/8"TYPE 'X'CsYPSUM Q 8" 8" OVER 6"COMPACTED 6RAVEL BOARD ABOVE BOILER/FUlIACE ALIGN OVER COMPACTED FILL @ AS PER CODE ti - - - ------------ --- - ------------------------------- W O � uj HWH CRAWL SPACE 14 o w 2" CONCRETE SCREED COAT OVER 6 MIL DOWEL INTO EXI5TIN6 w F= o Z o VAPOR BARRIER FOUNDATION WALL U51NG #5 X U ! � W Q ? REBARS VERTICALLY ® 12" O.G. cv 0 W W Z O > doWW � co (TYPICAL) Q Z u �- z /SANCUTFOUNDNTIONTOCREATE ® in Q Q FURN. ACCESS TO CRAWL SPACE. m f- z W o o PROVIDE NEW !MOVABLE OIL o o o ~ o W v - - - - - Lo LL ACCESS PANEL. - EX15TINO 3" x 6" DROPPED GIRDED_ w G R A W L 5 P,A G E Z Q 2 H w EXISTING OP6 - _ _ NO GRANGE W J W V I=- �• �EXISTING OPO ¢ $ �- EX15TINO (3) 1 3/4" X q 1/2" L.V.L. GIRDER Q = Z � � Z Q s� '— r ---- -- - - - - � 31- 0003 14 EXI5TIN6 HEATING SYSTEM d o I BASEMENT I FOOTPRINT OF NEW KITCHEN 'GROAN' #QTXE-150 EXHAUST A DUCTWORK TO REMAIN.PATCH FAN DUCTED TO EXTERIOR A-2 REPAIR DUCTS DUE TO NEW �s/4 ISLAND ABOVE, LOO NEW 2 x b I�-FLOOR JOISTS ALONG SIDE CONSTRUCTION AS REQUIRED. 6 I- - - -- - - - - -- - EXISTING FLOOR JOISTS UNDER CONTRACTOR TO PROVIDE ALTERNATE PRICE FOR THE ISLAND _ (2) _ 2-2-x ®o® I WINDOW NOTE: ADDITION OF AIR CONDITIONING m D THE CONTRACTOR SHALL PROVIDE PRE-GUT 1/2" PLYWOOD PANELS ONTO EX15TINO ZONE. t 44'-9" o - (- : " I- - TO COVER THE GLAZED OPENIN65 4 SHALL PRE DRILL E06E5 AT `- 24"x 24" INSULATED I _�� IW.I.C. �_� - BA H 1 12" OG TO ACCEPT 2-1/2" #8 WOOD SCREWS AND PROVIDE ACCESS PANEL --- TILE FLOOR ADEQUATE NUMBER OF 5GREW5 FOR FA5TENING IN ACCORDANCE - _` -= Ib"GLASS TRANSOM WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. I 2 x 8 ACQ FLUSH LEDGER I 0 26 ABOVE REMOVE EXISTING 0„ - --- 8� (SECTION R301.2.1.2) LENDER TO BE BOLTED TO EXISTING �; cn BAND JOIST OF HOUSE WITH 66E A U I PROFILE OF WOOD DECK ABOVE I LLA6 BOLTS AT 36" O.G.STAGGERED Or p ( WINDOW,PATCH AS ° X68 -- - FOUNDATION I REQUIRED TO MATCH ° ry F REMOVE EXISTING PLATFORM, TOP 6 BOTTOM IN EXISTING REQUIRED ° �' ALIGN PATCH AS REQUIRED TO MATCH WITH FIGURE R50'12 I(IGGORDANGE 00 ` �EXISTIN6 REQUIRED I _ _ I 12 POURED CONCRETE SONO TUBE. �:. -INDf ,� ; , n_ I n (2)2=10 AC DROPPED GIRDER N �' 14'-0" DEEP WITH 24"c Ix 12" DEEP SPREAD CF� SCALE:1/4 —1-0 FOOTING ON COMPACTED EARTH. INSTALL :a 16"GLASS TRANSOM 10 C� 16"O.C.- J ABOVE n B I - - - J 51MP5ON STRONG-TIE #EPB44T POST TO := # _ _ = 2 = -BEDROOM' #1 I r so L - \ \ \ \ - CONCRETE BRACKET(TYPICAL) � i 1 TYPICAL WOODFLOOR A-3 --- --- - ------ - -- - - - - - ----- \\ ¢ DOOR x - - - - t9'-9 I/2"GLC,HT , w 1 " ° :_ " - = _r-r .26„ " 8-21/2" -0 7 I 7 I 111 'I-I -0 �"�� �'•:: , ., � .. -. - - - - - �6, l b 6LASS TRANSOM �* - 'GROAN #Q XE-150- - _ - I�� � 3,-0r 3�„0" EXHAUST FA�t DUCTED '�; TO EXTERI - "PENNSYLVANIA"BLUESTONE 8 x 5 CONCRETE DEADMAN ` '" I REMOVE EXISTING PLATFORM WITH FLAME EDGE 4 UNDER STEP ISTING S PS TD \a E] sD m - - p- - - J WOOD DECK r_________________ _ BRICK RISERS.BRICK TO BE -�,� REMAIN,KNISH A5 - ---------- --- - °�sLEN CORY"MODELS 53DD r 1 (ZEQUIRED r - - - - REMOVE EXISTING - - - - - NEW WINDOWS IN o N TYPICAL NEW EXI5TIN6 OPENINGS. WINDOW,PATCH AS ---_-- - REQUIRED TO MATCH u " o z o 1- 6 EXTERIOR WALL - TYPICAL EXTERIOR COLUMN VERIFY SIZE IN EXISTING REQUIRED 5' LAUNDRY LIN j Q N - "30 j FIELD PRIOR TO O V � � v r W/D 6 SHEIL? S :N: ¢ I / I I ORDERING 4-1 al V �• sTACKED `-S' I NTRY I' RTICO m ALIGN - ❑ co - - - - TYPICAL EXTERIOR COLUMN - SQUARE V U - - 3 xb 30 - - - 8" 5QUARE COLUMN TO BE 'III "PERMA CAST". SMOOTH SHAFT WITH TUSCAN 1- cu - J \ - ) dna !2)_1'18"FL PL - 10 - X�. ( )2 x to (2) 2 x 10 EXISTING HEADER TO REMAIIN STYLE CAPITAL t BASE. TOP OF CAPITAL TO BE FLASHED WITH COPPER. HEADER u r� ` 36"REF. - - - O ' ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF COLUMN,BOTH SIDES. a �' 3 o f �, A. H 2 m O° 1 5 2 -�\ O' \ BUILT-IN MILLWORK ,5�.� Q Z d� .- TILE '; a m SGC' � - CLOSET co NEW E6RE55 0 '� U REMOVE EXISTING - R- - -� "- '� - VENT DRYER TO NEW FRONT DOOR TO BE WINDOW.SEE TYPICAL EXTERIOR WALL - CEDAR SIDING .�.� c 06 oi WINDOW,PATCH AS - EXTERIOR - -- - T � - -r-- ---- - -_ - INSTALLED AT JAMB OF- -- - - - -2� -I ,_ " s- 5 I/ - x1 �, SCHEDULE NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER CEDAR BREATHER (BENJAMIN u REQUIRED TO MATCH - I 3 I/2 EXISTING DOOR TO BE �I OBDYKE) OVER 1/2" RIGID INSULATION BOARD (R-3) OVER#30 BUILDING FELT OVER °O .� (TYPICAL) _ _ _ 1 NEW LAYER 1/2 PLYWOOD SHEATHING OVER EXI5TIN6 STUD WALL (PATCH EXII5TIN6 `r+° EXI5TIN6 REQUIRED - - - - - REMOVED I-'1[l P1_ N 1-D ,� x - - - - - - J - - - -TYPICAL WOOD FLO 50"RANGE WITH -- - - -_u_ T s CURB WITH PAN sf I HOOD ABOVE - �`+ EXISTING HEARTH TO - REMOVE EXISTING �+ oo O �n W d 1 1_ SHEATHING A5 REQUIRED). EXTEND TOP PLATE AS INDICATED TO RAISE WALL. m DRAIN $FLOW. INSTALL 'WATTS' VENTED TO WINDOWS,PATCH AS 4 10'-8°GL6 HT'I- - = J1 m REMAIN SHEATHING TO BE INSTALLED A5 PER DETAILS. FILL STUD WALLS WITH R-15 U�IFAGED �- - - - - EXTERIOR-- I 2 REQUIRED TO MATCH d' INTELLIFLOW' 'SERIES AZG-M' _ - _ _ _ BEDROOM #2 „ EXISTING REQUIRED BATT IN5ULATION AND FIN15H WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF 1-N �j LIVING RM ( „ „ V AUTOMATIC, WA5HIN6 MAGHI /_i 1/2 PLYWOOD SHEATHING PRIOR TO 1/2 GYPSUM BOARD. GYPSUM BOARD TO BE0 . TYPICAL WOOD FLOOR TYPICAL WOOD FL WATER SHUTOFF YAL1J I I - - - - - - - - - - - - - - - - - - 1 _ _ / - - - - - - - - -i - - - - - - - - -i+ - - SCREWED, TAPED 5PACKLED (3 GOATS), 4 SANDED, READY FOR PAINT. �' - - - - - - - - - - - - EXI5TIN6 (l� T►� COLLAR TIES TO a TYPICAL WOOD FLOOR - - - - ' EXISTING FIREPLACE TO REMAIN � u „ DINING RM 4 - - - - - - ------------------ k- = - W ESS NEW WOOD FLOOR TO BE 3 1/4 RED OAK (SELECT OR BETTER) INSTALLED OVER RED 4 m U TYPICAL WOOD FLOOR REMAIN,PROVIDE GLASS WINDOW.SEE R05B PAPER OVER EXISTING SUB FLOOR. FLOOR TO BE SCRAPED SANDED STAINED, \ 8'-6" FLAT GL6 HT '- , �L_' I ENCL09URE AS REQUIRED ° SCHEDULE SEALED,AND RECEIVE 3 GOATS POLY URETHANE. APPLY 5ANDIN5 SEALER ON BACK OF \ - x I TO MEET ENERGY CODE N 1_E ALL FLOORING PRIOR TO INSTALLATION. m " =' VERIFY DOOR CAN OPEN XI - -- -- -- - -- - -- - - - - - `� - t- �- - ----- ------i�- - - � � FULL 90 DEGREES U NI � c TYPICAL TILE FLOOR- Q o z I I \ u SD }°o so p TILE FLOOR AS SELECTED OVER I" MUD SETTING BED OVER #30 BUILDING PAPER 04 � - - - - - - - -- - - - - - w OVER EXI5TIN6 SUBFLOOR f-7 rn EXISTING BASEMENT w h m O I m0 (2)2 x 10 (2 2 x 10 F- -� (2) 2 x 10 %={�) 2 x.10 < -� (2)2 x 10 EXISTING HEADER TO REMAIN) 9 _ _ _ TYPICAL ASPHALT ROOF - ~ ACCESS DOOR TO _ _-,)- - --- ^ � � � REMAIN ---- _-1-- _-__ _ - - - - - - - - - - L - - - - - - -_- - ==u===-_1--- -- - _ NEW ASPHALT ROOFING TO BE "GAF TIMBERLINE" 'LIFETIME HIGH DEFINITION F--� 1-K SUPPORT MULLIONS 1� -- - — -1-i _ -x c;l 1-F _ \ 5HINGLEV, COLOR TO BE "SLATE" (SUBMIT SAMPLE FOR APPROVAL) OVER 30 # — — — — -- _ — — — — — — - - — BUILDING FELT OVER 5/8" GDX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE � � O � PLAN). INSTALL ICE d WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST W t b'-5 3/4" t 13'-8" --7'-2" -- ?�- a/2 �10" _ 2'-0" IN51DE THE EXTERIOR WALL LINE AND AT ALL VALLEYS, HIPS, d AS INDICATED ►�- m HECK ON ROOF PLAN AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO U � NEW WINDOWS IN EXISTING CONGEAL FLASHING UNLE55 MATCHING EXISTING CONDITIONS. � E-1 - 14'-0" OPENINGS.VERIFY SIZE IN FIELD x _-Z PRIOR TO ORUERIN6 TYPICAL EXTERIOR DECK - o W ELECTRICIAN TO VERIFY EXISTING ELECTRICAL "TREX" DECKING TO BE SELECTED WITH 36" HIGH "AZEK" 'TRADEMARK'RAILIN5 SYSTEM w N 5ERVIGIE 4 PANEL ARE SUFFICIENT FOR NEW WORK. WITH SQUARE BALUSTERS OR APPROVED EQUAL. CONTRACTOR TO INCLUDE IN PROPOSAL PRICE FOR EQ UPGRADED ELECTRICAL SERVICE 4 NEW PANEL A5 14'-0' TYPICAL EXTERIOR DECK TYPICAL NEW EXTERIOR WALL - CEDAR SIDING Or REQUIRED NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' ($ENJA�MIN HALL SYMBOL KAY 0 BUILDINC, FELT OVER 1/2'GDX, PLYWOOVER I/2" RIOID OD 5HEATHIN6LOTION VER 2"x4""STUD(R-5) OVER STUD HALLS WIITH R 5 F I R S T FLOOR PLAN FOUNDATION&FIRST UNPAGED BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER # I/2° FLOOR PLAN EXISTING WALL TO REMAIN GYPSUM BOARD. 6YPSUM BOARD TO BE SCREWED, TAPED,5PAGKLED (3 GOAT5), 4 C 411 = I II co CARBON MONOXIDE DETECTOR PROPOSED NEW STUD WALL EXISTING FIRST FLOOR: + — 1 236 S FT SANDED,READY FOR PAINT. DATE: 12/19/17 / Q so SMOKE DETECTOR ------- EXISTING WALL TO BE REMOVED 2 OB# 17-56 ADDITION: 48 SQ FT J TOTAL FOOTPRINT: +/- 1,284 SQ FT ROOF AREA: +/- 1,487 SQ FT 2 I REVISIONS 1 1/21/18 A-- TYPICAL TYPICAL EXTERIOR WALL - CEDAR SIDING TYPICAL RAKE A 2 3/28/18 NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN OBDYKE) OVER 1/2" RIGID INSULATION BOARD (R-3) OVER #30 BUILDING FELT OVER A-2 3 NEW LAYER 1/2" PLYWOOD SHEATHING OVER EXI5TIN6 STUD WALL (PATCH EXISTING SHEATHING A5 REQUIRED). EXTEND TOP PLATE A5 INDICATED TO RA15E WALL. SHEATHING TO BE INSTALLED A5 PER DETAILS. FILL STUD WALLS WITH R-15 UNFAGED $ BATT INSULATION AND FIN15H WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF 1/2 PLYWOOD SHEATHING PRIOR TO 1/2 GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED,SPACKLED (3 COATS), 4 SANDED,READY FOR PAINT. i / i'. �I'I INSTALL ICE +I WATER SHIELD FROM THE 6 1 2 {' ;� EAVES EDGE TO A POINT AT LEAST 2'-0" RI7INSIDE THE EXTERIOR WALL LINE AND ALL VALLEYS 4 HIPS TYPIC ASPHALT ROOF - �� �� � I " �1+ ' /"i j � � INS � +' '�,' I MANUFACTURERS A5 PER CODE, 8 NEW ASPHALT ROOFING TO BE GAF TIMBERLINE LIFETIME HIGH DEFINITION C 1' 1SPECIFICATIONS d AS INDICATED 9 SHINGLES',COLOR TO BE "SLATE" (SUBMIT 5AMPLE FOR APPROVAL) OVER 30 # IFj BUILDING FELT OVER 5/8" COX PLYWOOD SHEATHING OVER ROOF RAFTERS (SEE i".'" ./ 1 I ±, I ;" PLAN). INSTALL ICE d WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST }� / r� / 10 2-0" INSIDE THE EXTERIOR WALL LINE AND AT ALL VALLEYS,HIPS, d AS INDICATED ON ROOF PLAIN AND A5 REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO CONGEAL FLA5HIN6 UNLESS MATCHING EXISTING CONDITIONS. ;." x' ; 1 x R 6 !�, B .I TYPICAL ASPHALT ROOF 2 TYPICAL NEW EXTERIOR WALL - CEDAR SIDING ' i. /'. j SEE NOTE REMOVE EX15TINC CEILING AND ROOF NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER CEDAR BREATHER (BENJAMIN - J I' /. ''a' STRUCTURE AND INSTALL NEW A5 INDICATED OBDYKE) OVEIR 1/2" RIGID INSULATION BOARD (R-3) OVER #30 BUILDING FELT OVER 2 l I EXTEND EXISTING BRICK CHIMNEY 1/2" 'GDX' PLYIWOOD SHEATHING OVER 2"x4" STUD WALL. FILL STUD WALLS WITH R-15 _/ / 1,1 }' I" A5 REQUIRED TO MEET CODE. UNFAGED BATT INSULATION AND FIN15H WITH 4 MIL POLY VAPOR BARRIER d 1/2° J I Eli I' MATCH EXISTING BRICK OR REMOVE E 15TING ROOFING AND BUILDING GYPSUM BOARD. GYPSUM BOARD TO BE SCREWED,TAPED, SPAGKLED (3 GOATS), . , ' PROVIDE NEW STUCCO FINISH /t } /I{} ; ; : �' �i TALL NEW TYPICAL ASPHALT ROOF / , 1 �, / ! , SEE NOTE SANDED,READY FOR PAINT. IX LL - - 1 - - - - - - - - - - - - - - - - - - - - - - - - Fj Lu 12 Lu MATCH EXI5TINe� ROOF PITCH ) � / . / _..,. I // ) ' /"�, /,,';/''//i,/ /�' �/" ;// .v -�:i, �i//'/�'./' ji.';i/ " '`j T `%%�/ i/� ', �l TYPICAL NEW ROOF J Z / Qwf. UR Q ..I Z INSTALL ICE d HATER SHIELD FROM THE z - JLo z o Q EAVES EDGE To A POINT AT LEAST 2'-0" -- -- - - - --- - _ LL INSIDE THE EXTERIOR WALL LINE AND ALL J f - = '` `f' -- -- - - %j/ ' �'� rN-+ / '" ;i" - o r 6 G a T /: /' C~ Lu VALLEYS d HIPS AS PER GODS, `jam -� - - / 7 t _ ""OYER - -- _ -- >>= ,i i:// W U i! " ") z 3 In _u w MANUFACTURERS I / /, / r +I x ii/; /iii /i z Q ul G = AS INDICATED `1 '/' TYPIGALIJ +I / SPECIFICATIONS I // - - _ _ - - - - - -- =- --- - �!/i� ;� i/ �'' � W W W = I- Ln SIMP50N STRONG-TIE #5MT512 (14 IOD - =--- -_ -- --- __ - -- - ----- NAILS) INSTALL 'STRAP AT EVERY RAFTER { I/2 GYPSUM BOARD CEILINGS tt , ./ / ,i%i%' /; TO STUD CONNECTION WALLS(TYPICAL) / TRI17E� �'� EXISTING. zIDGE,Tt�/RE A tV, / TYt'IGAL RAKE I / /A TYPICAL RAKE - uPID_1=XlJT Lo HIALUMINUM DRIP EDGE RICKC �SEE DETAIL t�- AST- T -0 -MATCH U� i,- GUTTER A5 SELECTED ii; �o - -EXISTING BRICK OR �i /� // o 3�.T ------- - - -- - - - --- -- - GE�IENL��T�APPIN H /I;/ V1D1tNEW�TUGCO r -- -- - - --�: --- - ------ -- ANIS 2 3/4 X b AZEK FASCIA COR-A-VENT 5-400 STRIP VENT(WHITE) AZEKBEAD BOARD SOFFIT �L�._,�:�... .-�.:_. � '-�.� '..��...=..w��':_.r......-:_.:-.-<:. ...:.=�. .-,�.�._...:� __ ...:�,�.,:._�.�� -.�-�-._'_..�-_-=-= _ �.. 'i..,..,..✓._...� /_..:� ;j.I �,r."Ya��, 'AZEK' 3 I/2" BED MOULDING #A2M-28 ; 1�.-/ /i/,L /�,;/ ��L'. / �";,;% '/ /�///�/ iii/!/�i// ///'/// ////// //�, �`` �• T f�`'° '`�.��ti ; ' - - - - - - - - - - - - - --TYPIGALASPHALT"ROOF- - - - - - - - - - - - - - - - - - - - - - - - - GONTINUOUSLYVENTED50FFIT - - - - - - - - 1- - - - ICE- - - - - - =JLj - - - - - - - - - - - - - - - - - - - - - - - - 1 � Ct INSTALL d WATER SHIELD FROM THE " ; SEE NOTE 5TRAPPIN6 EAVES EDGE TO A POINT AT LEAST 2'-0" ' I x S AZEK FRIEZE BOARD EXISTING ROOF STRUCTURE TO BE i fI { INSIDE THE EXTERIOR WALL LINE AND ALL TYPICAL EXTERIOR WALL TYPICAL GUTTER.ALL NEW \ I REMOVED VALLEYS 4 HIPS AS PER CODE, 6UTTER5 4 LEADER TO ROOF P MANUFACTURERS DRAIN TO NEW DRYWELL � awT SPECIFICATIONS 4 A5 INDICATED SYSTEM, SEE SITE PLAN FOR PACK OUT WITH PLYWOOD TO ALIGN „- , „ CALCULATIONS WITH EXISTING SI-IEATNING - INSTALL NEW 1/2PLYWOOD SCALE:1/4 -1-0 PROVIDE 5/8 T'NRU-BOLTS SHEATHING ON ENTIRE INTERIOR FACE ROOF AREA: +/- '1,487 SQ FT (CONNECTING EXISTING t NEW PLATES) PRIOR TO GYPSUM BOARD (TYPICAL) im U ° 45" O.C.MAX, I"-0"FROM EACH 2 cc REMOVE EXI5TIN6 CEILING AND ROOF COINER,NO LESS THAN 2 PER SILL s STRUCTURE AND INSTALL NEW A5 INDICATED(TYPICA �s•-+ 2 o Q) U INSTALL NEW LAYER OF 1/2"PLYWOOD V a` SHEATHING.SEE DETAIL 4-1 1/2" RIGID INSULATION BOAR (R-3) x bA R-15 INSULATION WINDOW EXTERIOR DOOR SCHEDULE - FIRST FLOOR 12/19/2017 v , UNIT LOCATION SIZE:)APPROXIMATE) MANUFACTURER STYLE MODEL# U-FACTOR SHGC NOTES t Uw DETAIL1 A ENTRY 3'-011'x 7'-0" SIMPSON 6 PANEL EXTERIOR DOOR z 1 @TYPICAL SOFFIT 1-B LIVING ROOM 7'-4"'x 4'-6" ANDERSEN 400 SERIES CASEMENT (2) CX145 0.29 0.31 �O a{06 m 1-C BEDROOM#2 7'-8111x 3'-2" ANDERSEN 400 SERIES CASEMENT REPLACEMENT 0.29 0.31 VERIFY DIMENSIONS IN FIELD - DIRECT REPLACEMENT u 'm "t 1-D BEDROOM#2 3'-0"'x 4'-0" ANDERSEN 400 SERIES CASEMENT CXW14 0.29 0.31 LEGAL EGRESS � CZ \ RIDGE VENT d RAFTER TO RAFTER �•" STRAPPING,5EE DETAIL 1-E BEDROOM#2 3'-0"'x 4'-0" ANDERSEN 400 SERIES CASEMENT CXW14 0.29 0.31 LEGAL EGRESS oo c) L�c-•+ W 1-F BEDROOM #2 7'-811'x 3'-2" ANDERSEN 400 SERIES CASEMENT REPLACEMENT 0.29 0.31 VERIFY DIMENSIONS IN FIELD- DIRECT REPLACEMENT 1-G LIVING ROOM 6'-0"'x 6'-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611L 0.3 0.26 1-H LIVING ROOM 6'-0"'x U-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611R 0.3 0.26 , n TYPICAL ASPHALT ROOF 1-i KITCHEN 6'-011'x 6'-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611L 0.3 0.26 F-� t ` 1-1 KITCHEN 61-0111 X C-11" ANDERSEN 400 SERIES GLIDING PATIO DOORS FWG60611R 0.3 0.26 ROOF'TO WALL STRAPPING,SEE e! �o 2 1-K DINING ROOM 3'-01"x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION DETAIL. i \ 4'-6"'x 5'-0" ANDERSEN 400 SERIES PICTURE P4550 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION � R-25 INSULATIONI � ��� � �� 3-0 x 5-0 ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 MULLED TOGETHER WITH STRUCTURAL SUPPORT MULLION � R-25 INSULATION W/ 1-L DINING ROOM 3'-0"'x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 ►-� WALL TO WALL 5TRAPPING,SEE " , O CONTINUOUSLY VENTED SOFFIT,SEE DETAIL- -O CORRUGATED BAFFLE N, ILDETAIL 1-M DINING ROOM 3'-0"'x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 Q PROVIDE 5/84 TNRU-BOLTSal 1-N DINING ROOM 3'-0"'x 5'-0" ANDERSEN 400 SERIES CASEMENT CXW15 0.29 0.31 a (CONNECTING EXISTING t NEW p TYPICAL NEW EXTERIOR WALL 1-0 BATH #2 1-9 x 31-011 ANDERSEN 400 SERIES CASEMENT CN13 0.29 0.31 LIVING RM PLATES)°45"O.C.MAX I'-0" 1-P BEDROOM #1 6'-2"'x 5'-6" ANDERSEN 400 SERIES CASEMENT 2 CXW155 0.29 0.31 MULLED TOGETHER F--i TYPICAL WOOD FLOOR ( ) , FROM EACH CORNER NO LESS � Q }•� z r.L(.i THAN 2 PER SILL(TYPICAL) INSTALL NEW I/2"PLYWOOD 1-Q WALK IN CLOSET 2'-5"'x 4'-6" ANDERSEN 400 SERIES CASEMENT CW145 0.29 0.31 R-15 INSULATION TYPICAL EXTERIOR WALL SHEATHING ON ENTIRE INTERIOR 1-R BATHROOM #1 2'-5"'x 4'-6" ANDERSEN 400 SERIES CASEMENT CW145 0.29 0.31 O W Z o FACE PRIOR TO GYPSUM 1-S BEDROOM #1 5'-0"'x 5'-6" ANDERSEN 400 SERIES CASEMENT (2) CW155 0.29 0.31 MULLED TOGETHER Q0 1:4 r4 INSTALL SILL PLATE TO STUD BOARD(TYPICAL) 1-T HALL 5'-011'x 4'-0" ANDERSEN 400 SERIES CASEMENT (2) CW145 0.29 0.31 MULLED TOGETHER m WALL 6TR4PPNG,SEE DETAIL ,, „ 1-U KITCHEN 31-5111 x 31-111 ANDERSEN 400 SERIES CASEMENT CN230 29 0.311 (, v, v v'1 dv v'v`vVv r' y^vVv v' ✓1'1 PROVIDE 5/8"O ANCHOR BOLT5 0 45" NEW CRAWL SP. ;� O.G. MAX., I'-On FROM EACH CORNER,NO Ex15TING GIRDERS To REMAI LESS THAN 2 PER SILL,AS PER GODS. R-19 INSULATION BOLTS SHALL EXTEND A MINIMUM OFT Iw-I N • �� EXTERIOR DOOR 4 WINDOW GENERAL MOTES: PRPROVIDE 5/84 ANCHORINTO CONCRETE (TYPICAL)BOLTS 9 45" BASEMENT I. WINDOW5 TO BE "ANDERSEN" "400" SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW- E4. O.C.MAX,1'-0"FROM EACH CORNER, 8" POURED CONCRETE FOUNDATION WALL ON 2• DOORS TO BE "ANDERSEN" 1140011' SERIES'. ALL GLAZING TO BE HIGH PERFORMANCE LOW- E4. Q� NO LESS THAN 2 PER SILL,AS PER 2"CONCRETE SCREED COAT O 3. ALL WINDOWS TO HAVE WHITE HAIRDWARE d DOORS TO HAVE BRIGHT BRA55 HARDWARE CODE. BOLTS SHALL EXTEND A 6MIL VAPOR BARRIER 8"X16" CONTINUOUS FOOTING W/(2) #5 BARS 4. ALL GLAD DOORS AND WINDOWS TO BE WHITE. ALL SCREENS IN WINDOWS TO BE "TRU50ENE" - WHITE, 50REEN5 IN DOORS TO BE STANDARD MESH - WHITE MINIMUM OF 1" INTO CONCRETE.DRILL t WITH 2"X4" KEYWAY(TYPICAL) 5. HEI6HT5 AND WIDTHS LISTED ABOVE ARE APPROXIMATE AND ARE NOT TO BE USED FOR FRAMING ROUGH OPENIN65. EPDXY IN PLACE AS PER 6. NO FINGER JOINED MATERIAL TO BE USED ON ANY PART OF WINDOW OR DOORS INCLUDING BUT NOT LIMITED TO,SECONDARY SURFACES,SUB SILL, EXTERIOR CASINGS, BLIND STOPS, ROOF PLAN &ROOF MANUFACTURERS SPECIFICATIONS INSTALL WATERPROOFING ON FOUNDATIONS ETC DETAILS (TYPICAL) WALL5. PROVIDE 2 RIGID INSULATION FOR PROTECTION PRIOR TO BACKFILLING SEC TION DATE: 12/19/17 ASCALE:1/4"=1'-0" JOB# 17-56 EXISTING FOUNDATION REMAIN Am2 REVISIONS 1 1/21/18 AL-r[ON 'AZI'K'RAKE#AZM-2$7 1"x 6"'AZEK'RAKE BOARD TYPICAL EXTERIOR COLUMN - SQUARE AZLK'31/2"BED MOULDING 8" 5QUARE COLUMN TO BE 'HB4G' "DERMA CAST". SMOOTH SHAFT WITH TUSCAN 2 3/28/18 #AIM-28 STYLE CAPITAL d BASE. TOP OF CAPITAL TO BE FLASHED WITH COPPER. HEADER 1"x 6"'AZEK'RAKE BOARD ABOVE TO BE PACKED OUT TO ALIGN WITH SHAFT OF COLUMN, BOTH SIDES. 3 1/-?AZEK'SHEATHING 4 TYPICAL EXTERIOR WALL - CEDAR SIDING 6" NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN 5 TYPICAL ASPHALT ROOF SEE OBDYKE) OVER 1/2" RIGID INSULATION BOARD (R-3) OVER #30 BUILDING FELT OVER NOTE NEW LAYER 1/2" PLYWOOD 5HEATHING OVER EXISTING STUD WALL (PATCH EX15TINO 6 REMOVE EXISTING ROOFING I SHEATHING AS REQUIRED). EXTEND TOP PLATE AS INDICATED TO RA15E WALL. AND BUILDING PAPER INSTALLrROFILE' \� / 2 C� SHEATHING TO BE INSTALLED A5 PER DETAILS. FILL STUD WALLS WITH R-15 UNFACED 7 NEW TYPICAL ASPHALT ROOF � F I ;0 24" O'FYPON (OR APPROVED BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER. INSTALL LAYER OF SEE NOTE EQUAL)LOUVERED ATTIC VENT 1/2" PLYWOOD 5HEATHING PRIOR TO 1/2" GYPSUM BOARD. GYPSUM BOARD TO BE 8 - - 5CREWED,TAPED,5PACKLED (3 GOATS), 4 SANDED, READY FOR PAINT. - - _ - - -- - - - - - - - TYPICAL WOOD FLOOR - �, - 4/2u EK' AT4 - - ----- - NEW WOOD FLOOR TO BE 3 1/4" RED OAK(SELECT OR BETTER) INSTALLED OVER RED 10 R05EN PAPER OVER EXISTING 50 FLOOR, FLOOR TO BE SCRAPED,SANDED,STAINED, - SEALED,AND RECEIVE 3 GOATS POLY URETHANE. APPLY SANDING SEALER ON BACK OF ALL FLOORING PRIOR TO INSTALLATION. TYPICAL TILE FLOOR- - /�`---- T� TILE FLOOR A5 SELECTED OVER I" MUD SETTING BED OVER#30 BUILDING PAPER -- ------- �--- OVER EXISTING SUBFLOOR _ "AXEK"RAKE MOULDINCs a ! - OAZM-281 OVER 1"Xb" 'AZEK' / \ ��eAKE BOARD TYPICAL ASPHALT ROOF - -- - NEW ASPHALT ROOFING TO BE "OAF TIMBERLINE" 'LIFETIME HIGH DEFINITION SHINGLES,COLOR TO BE "SLATE" (SUBMIT SAMPLE FOR APPROVAL) OVER 30 # BUILDING FELT OVER 5/8 GDX PLYWOOD 5HEATHING OVER ROOF RAFTERS (SEE _ / PLAN). INSTALL ICE WATER SHIELD FROM THE EAVES EDGE TO A POINT AT LEAST P x 4" AZEK"WINDOW TRIM\ / (PICTURE FRAME)(TYPICAL) 2'-0" INSIDE THE EXTERIOR WALL LINE AND AT ALL VALLEYS, HIPS, 4 AS INDICATED ON ROOF PLAN AND AS REQUIRED TO MEET CODE. WEAVE IN ALL VALLEY'S TO IG MERIDRCONGEAL FLASHING UNLESS MATCHING EXISTING CONDITIONS. LL M'ICAL EXTERIOR WALL --- - AZEK "TRADEMARK RAILING 5- G EXTERIOR DECK �- — -- - nun " ni WTREX DECKING TO BE SELECTED WITH 36 HIGH YSTEM zWITH SQUARE BALU5TER5 OR APPROVED EQUAL. � �-- W W- - zz Ln > G. OWW "PENNSYLVANIA"13LLESTOME TYPICAL NEW EXTERIOR WALL - CEDAR SIDING Q ~ Z PLATFORM WITH FLAME EDCSE t NEW CEDAR CLAPBOARD (SUBMIT SAMPLE) OVER 'CEDAR BREATHER' (BENJAMIN u Q 3 BRICK RISERS.BRICK TO BE OBDYKE) OVER 1/2" RIGID INSULATION BOARD (R-3) OVER #30 BUILDING FELT OVER ~ 0: z LL ELEVATIO 'GLEN(CAL EX MODEL#53DD O CM EAST 1/2" 'GDX' PLYWOOD SHEATHING OVER 2"x4" STUD WALL. FILL STUD WALLS WITH R-15 u LL Q C w TYPICAL EXTERIOR COLUMN UNPAGED BATT INSULATION AND FINISH WITH 4 MIL POLY VAPOR BARRIER d I/2" z 3 o W W GYPSUM BOARD. GYPSUM BOARD TO BE 5GREWED, TAPED, 5PAGKLED (3 COATS), 4 m W w = t=- } SCALE:1/8" =1'-0" SANDED, READY FOR PAINT. Q z z g L z Q 3i � 0003 REMOVE EXI5TING CEILING AND ROOF 2 STRUCTURE AND INSTALL NEW AS INDICATED C? 0 if= o RIDGE VENT d RAFTER TO RAFTER o o C STRAPPING,SEE DETAIL ALUMINUM FLASHING - -- —--- _ _ -- --------- ---- u 2"x4"COLLAR TIES 0 32"O.G. - - TYPIGAL�45PHALT-GOOF TYPICAL ASPHALT ROOF ------- -- ATTIC ` , ,�'.E' ; ROOF TO WALL STRAPPING SEE ry DETAIL a. -- --°- - -- WALL TO WALL STR:APPI NG,SEE e -----.-- ------- - -- CONTINUOUSLY VENTED SOFFIT,SEE a "AZEK"RAKE MOULDINGS - DETAIL '-0" R-25 INSULATION _-_ DETAIL AZM-281 OVER I xb AZEK / _- \ / 16 GLASS TRANSOM(TYPICAL e / \ BEDROOM NJ RAKE BOARD I A PROVIDE 5/84 THRUI-BOLTS = _ TYPICAL EXTERIOR WALL ~ "AZEK"I"x4"CORNER BOARDS \ / \ / _ (CONNECTINGs EX15TIMI�s t NEW PLATES)9 45"O.C.MAX.,1'-0" ElBEDROOM #1 \ / TYPICAL WOOD FLOOR 10 Q FROM EACH CORNER:,NO LESS CD I"X 4" 'AZEK"WINDOW TRIM THAN 2 PER SILL(TYPICAL) m (PICTURE FRAME)(TYPICAL) - ----- - --- INSTALL NEW 1/2"PLYWOOD R-15 INSULATION 0 0 _ - - SHEATHINGS ON ENTIRE INTER! n p TO GYPSUM TYPICAL EXTERIOR WALL PAGE PRIOR- --- V -------- ---- ----------- -- - BOARD(TYPICAL) INSTALL S - - -- � -- -- -- -- -- -- -_--- -- --- -- = WALL STRAPPI -- - - - - ---- --- - NCS SEE DETAIL "PENNSYLVANIA"$LUESTONE PLATFORM WITH TO FLAME EDGE t BRICK RISERS.BRICK 4 r vVk''N vv 'v'vVV'v4dV','4^r'v'v�J'vvv , „v v V EXISTINGs FOUNDATION REMAIN u "GLEN GERY"MODEL'5301) cu >,R-19 INSULATION > -"' TYPICAL EXTERIOR COLUMN PROVIDE 5/8"o ANCIHOR BOLTS'S 45" Q O.C.MAX,1'-0"FROM EACH COINER SOUTH ELEVATION NO LESS 2 PER SILL,AS PER 4 � • di � CODE.BOLTS SHALL EXTEND A 4"' SCALE: 4" =1'-0" EPO O PLACE AS PERRL DRILL t o x 1 CZ CZ SC / SECTION 0 m °° � MANUFACTURERS SPPECFICATIONS � (TYPICAL) SCALE:1 4" =1'-0" EXTEND EXISTING BRICK CHIMNEY A5 REOUIRED .moi oo O L�r,) W TO MEET CODE. MATCH EXISTING BRICK OR E-+ ALUMINUM FLASHING PROVIDE NEW STUCCO FIN15H ul) r 24" 0 rrFM'(OR APPROVED - ----- ---- - - �c n N =lir ° ---- - - --- - --_-- - -- - ----- - EQUAL)LOUVERED ATTIC VENT ALUMINUM FLASHING - . - - - GAL ASPHALT-ROOF ------- - "AZEK"RAKE MOULDINGS - - - - - - - ------ — - —0AZM-281 OVER I"xb" 'AZEK' GAL ASPHALT ROOF RAKE BOARD ----- - -- -- --- - - _ - --- - --___- -- -- u Q m --- ----- ---- Lo u u u u u u u O 00 "AZEK"1"x4"CORNER BOARDS \ \ 4- - ♦ 4- ---- ♦ H \ \ U _ I"X 4" 'AZEK"WINDOW TRIM \ / -- -- (PICTURE FRAME)(TYPICAL) o W I LL -- - - -- -- -- -- - - - - - - -- - -- - - - - - - - - - - - — _ - - - -- -- -- — — — -- -- — -- -- -- — TYPICAL EXTERIOR DECK REMOVE EXISTING CEILING AND ROOF EXISTINCS GRADE to REMAIN EXISTINCS"5ILCO DOOR" t STRUCTURE AND INSTALL NEW AS INDICATED TYPICAL EXTERIOR WALL E &CRROSS IOR SECTIONSELEVATIONS NORTH ELEVATION BASEMENT STEPS TO REMAIN WEST ELEVATION DATE: 12/19/17 SCALE:1/4" =1'-0" SCALE:1/4"=1'-0" JOB# 17-56 A=3