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Home My WebLink About1000-70.-6-10 OFFICE LOCATION: 'ti►� ® �,. MAILING ADDRESS: Town Hall Annex • 'U P.O.Box 1179 54375 State Route 25 Southold,NY 11971 (cor. Main Rd. &Youngs Ave.) !.. Telephone: 631 765-1938 Southold, NY 11971 p LOCAL WATERFRONT REVITALIZATION PROGRAM TOWN OF SOUTHOLD To: Glenn Goldsmith, President Town of Southold Board of Trustees From: Mark Terry, AICP LWRP Coordinator Date: August 11, 2025 Re: LWRP Coastal Consistency Review for THOMAS & JENNIFER SMITH SCTM# 1000-70-6-10 THOMAS & JENNIFER SMITH request a Wetland Permit to demolish the existing one-story dwelling and construct a new one-story dwelling in-place consisting of raising the existing foundation ±16 inches to meet FEMA compliance, and backfill inside entire foundation with compacted clean fill; construct a 1,203sq.ft. one-story dwelling with two 19.5sq.ft. stoops and one 15sq.ft. stoop; remove/abandon existing septic system and install an I/A OWTS sanitary system with 42.29 cubic yards of clean fill and a retaining wall enclosure of a 0.7'H x 20.51 x 8"W section, a 1.VH x 4.3'L x 8"W section, a 1.5'H x 22.1'L x 8"W section; relocate 20 L.F. of Belgian curb; existing brick walks and patios to be removed and replaced with concrete pavers and permeable stones; install a stormwater drainage system for the dwelling and garage; for the existing 12.5'x24.5' garage and to construct a second-story addition with a '/z bath, a 3.6'x6' second-story balcony and a 13.2'x3.6' exterior landing with stairs to grade; install a 4'x6' outdoor shower off garage; construct a 10'x10' pergola; install a 6.8'x7.9'jacuzzi on an elevated berm that sits 33 inches above current grade; remove existing retaining wall behind garage and construct a 26'L x 33"H x 8"W retaining wall; install underground water and electric; and to establish and perpetually maintain the entirety of the property except for a 380sq.ft. area be a non-turf buffer area. Located: 3121 Oaklawn Avenue, Southold. SCTM# 1000-70-6-10 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 INCONSISTENT with Policies 4 and 6 of the LWRP. 1. The proposed structure is located in FEMA AE and Velocity Hazard VE flood hazard zones. https://experience.arcgis.com/experience/Oa3l 7e8998534c3Oa9b2d3861 c814d42/page/RA PT-2025#data s=id%3Awidget 214 output config default geocode 0 0%3A0 2. Structures in FEMA flood zones should be avoided, relocated, or minimized to prevent loss. 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: Honorable Lori Hulse, Attorney � Y Town of Southold G�CG�❑n�IC�® LWRP CONSISTENCY ASSESSMENT FORM AUG 0 6 2025 SOU IHu"0 TOWN A. INSTRUCTIONS PLANMNG HOARD 1. All applicants for permits* including Town of Southold agencies, shall complete this CCAF for proposed actions that are subject to the Town 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 within 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 explanations of each policy contained in the Town of Southold Local Waterfront Revitalization Program. A proposed action will be evaluated. as to its significant beneficial and adverse effects upon the coastal area(which includes all of Southold Town). 3: If any question in Section C on this form is answered "yes" or "no", then the proposed action will affect the achievement of the LWRP policy standards and conditions contained in the consistency review law. Thus, each answer must be explained in detail, listing both supporting and non- supporting facts. If an action cannot be certified as consistent with the LWRP policy standards and conditions,it shall not be undertaken. A copy of the L)ARP is available in the following places: online at the Town of Southold's website (southoldtown.northfork.net), the Board of Trustees Office, the Planning Department, all local libraries and the Town Clerk's office. B. DESCRIPTION OF SITE AND PROPOSED ACTION SCTM# /0aO - 70 - - 10 PROJECT NAME f 0?f 0ailde vM �t The Application has been submitted to (check appropriate response): y Town Board El PlanningBoard El Building Dept. El Board of Trustees E 1. Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g. capital ❑ construction,planning activity,agency regulation, land transaction) ❑ (b) Financial assistance(e.g. grant,loan, subsidy) (c) Permit, approval, license, certification: Nature and extent of action:'l ruJ,k e o_no(,jvcd t d Zrtd �1 P,� )el-'c ''oL TDLOo✓ vi-er. J ni,�ic Z irn L j r L� U c...J 1 / / / eV70e,oY1�� tv.ove SQL( Od Ln;-icn'7L 41,oc/r f k S�fJ X�J Gt� �v� �� £% S/-}4 �10 / � iUl/i E/ ( �t%✓( �V( �r�P� GiC�J 0(stt CI-��I /-7 (— S Jim/�( �l non 7�,iJ- T/z'i J p Y � Y A Location of action: c c. /7v Site acreage: Present land use: Si vt S Present zoning classification: 2. If an application for the proposed action has been filed with the Town of Southold agency, the following information shall be provided: (a) Name of applicant: —, -k.o 16,, 4 4( (b) Mailing address: 3(a � �- �� /U L/ (c) Telephone number: Area Code( ) 9 /-7 ' 7 2 7 r Asa n (d) Application number, if any: 1 v Will the action -b�e/directly undertaken,require funding, or approval by a state or federal agency? Yes ❑ No 1`✓J If yes, which state or federal agency? Alty,cl /2 ewf- C. Evaluate the project to the following policies by analyzing how the project will further support or not support the policies. Provide all proposed Best Management Practices that will further each policy. Incomplete answers will require that the form be returned for completion. DEVELOPED COAST POLICY Policy 1. Foster a pattern of development in the Town of Southold that enhances community character, preserves open space, makes efficient use of infrastructure, makes beneficial use of a coastal location, and minimizes adverse effects of development. See LWRP Section III-Policies; Page 2 for evaluation criteria. ;Yes ❑ No ❑ Not Applicable CJ.�O- W? 1 'f pq lla u '0-& a�t GZ- Lo a _ /t ( 4' S V u-cG 1 e1/l1r aguc4 ,A) rr, C ( n - �J4JA eI OPJO lqpq �nv�rc�vne- J Attach additional sheets if necessary Policy 2. Protect and preserve historic and archaeological resources of the Town of Southold. See LWRP Section III-Policies Pages 3 through 6 for evaluation criteria ❑ Yes ❑ No IJ Not Applicable a Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the Town of Southold. See LWRP Section III—Policies Pages 6 through 7 for evaluation criteria Yes ❑ No ❑ Not Applicable J 'ra ct a,7 6,JI ,l , VIA�d Cyr �r��P D°Gi o tt t YPGf . 4 Attach additional sheets if necessary NATURAL COAST POLICIES Policy 4. Minimize loss of life, structures, and natural resources from flooding and erosion. See LWRP Section III—Policies Pages S through 16 for evaluation criteria ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 5. Protect and improve water quality and supply in the Town of.Southold. See LWRP Section III —Policies Pages 16 through 21 for evaluation criteria 0 Yes ❑ No ❑Not Applicable V _ Attach additional sheets if necessary Policy 6. Protect and restore the quality and function of the Town of Southold ecosystems including Significant Coastal Fish and Wildlife Habitats and wetlands. See LWRP Section III—Policies; Pages 22 through 32 for evaluation criteria. Yes No /Not Applicable No /;rYL�GI G7 Attach additional sheets if necessary Policy 7. Protect and improve air quality in the Town of Southold. See LWRP Section III — Policies Pages 32 through 34 for evaluation criteria. ❑ Yes [] No g Not Applicable Attach additional sheets if necessary Policy 8. Minimize environmental degradation in Town of Southold from solid waste and hazardous substances and wastes. See LWRP Section III—Policies; Pages 34 through 38 for evaluation criteria. IxYes ❑ No ❑ Not Applicable PUBLIC COAST POLICIES Policy 9. Provide for public access to, and recreational use of, coastal waters, public lands, and public resources of the Town of Southold. See LWRP Section III-Policies; Pages 38 through 46 for evaluation criteria. ❑ YeF-1 No[Not Applicable Attach additional sheets if necessary WORKING COAST POLICIES Policy 10. Protect Southold°s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section III Policies; Pages 47 through 56 for evaluation criteria. ❑ Yes ❑ 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—Policies; Pages 57 through 62 for evaluation criteria. ❑ Yes ❑ No [zNot Applicable Attach additional sheets if necessary Policy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III — Policies; Pages 62 through 65 for evaluation criteria. ❑ Yes ❑ No Not Applicable Attach additional sheets if necessary Policy 13. Promote appropriate use and development of energy and mineral resources.. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. ❑ Yes ❑ No Not Applicable PREPARED BYE � � TITLE � �''�� DATE 3121 Oaklawn Ave - Project Description (Revised July25, 2025) Two sets of plans have been submitted: -Phase 1 Plans-Main House: Identical to plans approved by Bd of Trustees on August 14,2024, except for the need to now do further demo and rebuilding and adding, S.—ep msy ept l'-n IJ -Phase 2 Plans-Garage/Pergola/Outdoor Shower/Jacuzzi 5oAuldTom f, PHASE 1 Board of Trustees - Seeking Wetlands Permit to demolish the majority of the existing 1203 square foot dwelling and rebuild. Seventy-five percent of exterior walls and 100% of roof will be demolished. See Phase 1 site plan and plan page 4 of 9 for details. Reconstruct most of the house. No change in square footage, footprint, number of stories, number of bedrooms, number of baths, or distance to Jockey Creek. Exterior stoops are being reduced from four to three. Total stoop square footage unchanged. Per FEMA guidelines and guidance from the building department, the house will be lifted about 16 inches, so the finished floor elevation is at least 8 feet. The existing stem wall foundation will remain and will be added to. Per FEMA guidance, the house will sit on an elevated slab and the area below the slab will be filled. There will no longer be any crawl space. See plans for details (page 6 of 9 and 8 of 9). Clear River Environmental will remove and replace existing, old concrete block septic system in the front yard with new state of the art I/A OWTS sanitary system designed by Island Wide Engineering. Suffolk County Health Department variance required for IA system due to unique parcel dimensions. IA plans and a variance application have been submitted to the Suffolk County Health Department. The new IA installation will involve 42.29 cubic yards of fill. Installing stormwater drainage system. Replace utility pole on neighbor's property and overhead wires with buried electric.All patios and walkways will be removed and replaced with new concrete pavers and permeable stones allowing improved and adequate seepage. The location of all patio and'walkways and the area consumed by such patios and walkways will be unchanged. No additional patio or walkways will be added below the new pergola. No additional fill needed for patio or walk-ways, or the retaining wall that is being moved. The entire property except for a small 380 square foot area in the front yard will be non-turfed. PHASE 2 Adding unfinished 237'x117' second story with '/z bath to the existing garage for storage purposes. No change to garage size or footprint. Exterior garage stairs and landing (132" x 3'6") to access the second story will help maximize storage area. 1 0x1 0 pergola will be added between the house and garage. Outdoor shower (6'x4') and a small jacuzzi (68"x 7'9") will be added to the southeastern area of the property on an elevated berm that sits 33 inches above grade and outside the 100-year flood area. The retaining wall associated with that berm will be moved slightly. The new retaining wall will be 26' long, 33 inches high and 10 inches wide, compared to the existing wall that is 24'9" long, 27" high and 9 inches wide. ENVIRONMENTAL IMPROVEMENTS: We are doing everything we can to limit the environmental impact of our project. We also want to highlight the significant environmental improvements we are making as part of the project.There is clearly a substantial"net benefit"to the environment and the neighborhood from our project. The environmental improvements include: -Removal of 50+yr. old concrete block cesspool system located just 20 feet from the creek. -Installation of state-of-the-art I/A OWTS sanitary system: (detailed plans already submitted to health department are included in Trustee application) -Installing storm drainage system -Lifting house per FEMA AE6 guidelines -Non-turf on 90+%of property -Moving overhead electrical service from Oaklawn Avenue underground BACKGROUND Prior trustee approval was granted on 8/14/24 to do a very significant renovation at 3121 Oaklawn Avenue on Jockey Creek.A building permit was also granted and work commenced in December of 2024. The renovation was intended to be less than"50%"according to the town guidelines. When the demolition process began, it was very clear that the scope of demolition and rebuilding would have to extend beyond the original plans. The entire roof was found to be structurally unsound and the same was true of most of the exterior walls. The main house project is identical to the first Trustee submission in 2024 except for the fact that additional demo and rebuilding is required. A new I/A system is now being added.The amount of demo and rebuild is now closer to 80%.There is still no change to square footage, no change to footprint, no change in setbacks, no change to#of stories or height, and no change to number of bedrooms (2) or baths(2). Phase 2 enhancements are being seen by the Bd of Trustees for the first time. Our plan all along was for the house and property to be consistent with the character of the neighborhood. We did not want to overbuild.We are essentially rebuilding what was there previously and enhancing the property ever so slightly per our Phase 2 plans. We are excited about our project and equally excited about the environmental improvements we are making to the property. ub•as \ \ \\ �: t\ \ a \\\\\� \ ,\ *., i\\, �h a '\\ _ 'vim \ \\: \ ,��.f\\e �. 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COUNTY OF$UFFOLK© •..,E w1w_ loco SECT1ONNO Real PAopErtyT S p !lgE.0 - ns F'6,wr cownllcNo ixe m + a,o w.,o. souTHow 070 _ mn r,•m,.rar t.+r!Ivor �+ su:Farccaurc rarlraa�s tun"o VII9EMtt-1.HmJ tiw 611E p � rF,r 9 w //j/ c Ca'n cw _—_ =-----------w��---- TOWN OF SOUTHOLD W z O V ——— @ —— 00 — "` I SUFFOLK COUNTY, NEW YORK z rn 0) w SCTM: 1000-070-6-10 � 0 1 I ass 41 I OCM SEE SHEET 2p�5�' 5 �' + � FOR ENLARGED � �sr� �� g<,� F� ^l A%�l]:, ' �+`�• " POLL ANC561"u()Afl(.F9 _ __— — � � V SITE PLAN I imp �6�5jo tiG�^`r �5 R W]�t1ro -I uurz •'. • _ na+_------ ---Al :' %i}��¢ u'•� :. 4� i1,� %.a. I I 11+Ta.,err __�.____--__—__'-- 1 �i °Y�i iy '/•/fj ..t 1 v ;fz�T A 3!I II Y It o_o I / qb f m.Yp� •� j," i +�'�TF k. �,� •e�:N x�,. ''°+� I I S� �m I � �� Op,S .,�09M1 •}� 0.O r Y h.3`. � � X),8 I it �4�q� / + ^�.� :•x0. �°fi'�?4 4 •ail°. Y %16P, I 'IA•� �.GE � 1sr ///\ �.sa s. L / ckPfl4ja/i"_ ', ar�Hl/ x Qa E?;�• �' xn.°a I I TAx § SPm�,[S,e+E �est J K ,\ N'aesREC.i�e _ W PVP" OVERALL SITE PLAN /— •'� / �; aa, tiy � ?�c, ;f ,:m %,,.b �� I co SCALE:1"=40' TAX yr/ I O d 20 40 �wel"-�S PRpTcR� L L` =------L---------- i ----- J 6� � ` It t .r�/Jpy('.Y •�`/ I \ t' 7AC IAT PROPOSED UTILITY POLE CONNECTION FOR PROPOSED eF �- a UNDERGROUND ELECTRIC aPIV, 9q. + //l/ 6 2. P. WT 9 1` t+nJ^-, / �- 7 P. m❑ F.E�'ti 1 1 �� y O ❑ _"zn ."� llK,, ,£. m'x /jr •^� /�°/ J �x x an,°.a � \ I ��/// a `v a �- ��F. /+s �s W '~_.�-K -•/�;o+G �_� 7 !\�f�,,.a, '1 � ', .."/ .��i s � LOCATION � � n,�,. �� \ a �_-• pR oT,,,utw��s ll x�/% v (J'g''�N,BD�E) I �; LOCATION MAP o/ ♦ / IAT 9B h� 45 � :.+" x C.,wa-.- o O f0 o=m t�s II �I u zoo LOT i LOT AREA: �t, . aT� TgT.I YD�Lu 6,953.31 SF OR 0.16 AC — g, . ;< a J°o p� 0 o LL. Id I NnwS N��r RtccS' - CV S:D o L� s ( 7'* 'x •F co �Ij 07 f• bR t! JUL 2 5 2025kel co r r0 0� Na�K��t C W Southold Town � � -Ypad W Board Stees R-- �_ h� ~v_ ♦ 03�A'V OO ON 'Y 08 EXISTING ONE STORY SINGLE o FAMILY DWELLING TO BE REMOVED �O Q ° x00 W d u o w U PROPOSED 4'SDR35 �"0I 0 y ' ~ MST.GRD=3,T(SC GIB MAPPING AND SASKAS SURVEY) \ En ( DRAINAGE PIPE �• J �1 W �1^�` 1 i EXI \YC\/� 1 0.9-2.9 AND LOAM MIXED D OL O�RG� §� c\ W DEPTH DRAINAGE P4'EFF2 g o � o PALE BROWN HIGHEST EXPECTED �. O o +••-' 2.0'-2.V SILTY SAND SP GROUNDWATER EL1.43' - ggl� .E ` ,`"� c C40 WATER .� PROPOSED ` S GROUNDWATER EL 1.1' i3 n SUFFOLK COUNTY WELL DATA 'L �� STOOPS O � WELLNS-16780.1 5'SA a- \ 56, ",I�- `rN�y. HIGHEST G,W.EL.=5.43'(030107NAVD88) ()(� •Ye �'jV ks '�3s• h h� 4 `•'J!^ o _ a w G.W.EL,CLOSEST TO TEST BORE=5.10'(10fl8122 NAVD88) DIFFERENCE IN ELEVATION=0.33' PROPOSED 1/A ��'�'j �� _ ha ,.-" ELECTRIC LINE Q r n c r- Lt; s \ ,b C7 WATER IN PALE SP G.W.EL.TEST BORE=1.1(1028/22-NAVD88) V �, b- Z.6'-13.0' ESTIMATED HIGH G.W.EL=MY(NAVD88) � � ;�- v, '� � R. A -Yi 3.42 V ��O c � � BROWNFINESAND O �6n°A$ X365 C. ° (J A ° ORENCOPUMP ,:' �� fia BORING BY:MCDONALD GEOSERVICES '/ �, EL 5.0' ./ /�-i Fi \u - P}- A S ;s 2H "� 4� TLANOS N TAKEN ON:OCTOBER 28,2022 SON j 1 S\�, Oj�6 PCR�SF .- CL"»TS ", O�L,NEq O BOUI\'pAP NOTE:WATER ENCOUNTERED AT2.6'BELOW DOCw ^� ,t�.�' Nei. >✓� �� 6953 - 'O80 r � AS SURFACE \ oa °. o• / O��r^ / +t 9� r'�,l i \Ai�O my `��:\ 'y_°p '.�`,. ,..x•.,.22. _ _ SULTgfJ TEST BORING HOLE N ABANDON a EXISTING OF tM SANITARY Z' Q) / QJ oONESSORNG �� `• �6°� I fir) \\\ PROPOSEDI/A L1t.4IT OF a PROPOSED 0.7'H X 20.5'L a 47 + �� P gJ OT 1� 6 / p'itOPOSE \CVO r- ,,t `3'g CO .,\ CONTROL PANEL I Lt9 SANI DESIGN CALCULATIONS X8'WRETAININGWALL -/ < ti`�:; // TAX .52 h r S}NG p Y-'- 40 / d ci'� a '�`/'I0� �` y._ �- 520, y,� e \y. `,° �2� + S PROPOSED VENT 2'MIN.WI CHARCOAL LIr/c OI TANK CALCULATIONS: % =/III"q50 st1/N >`'S F`t l S� 3.Jpic m FILTER MIN.3'FROM DOORS I WINDOWS FLOW(3 BEDS)=400 GALIDAY _ = o t � 8W� � ,� FF• + CAPACITY FOR FUJI CEN5=749 GAL �. I - ' PROPOSED 1.1'H X 4.3'L X k� 520 r' ` � I Q x 4.95 INFILTRATOR CALCULATIONS: 8'W RETAINING WALL i` (ww q 13 c 2 �O = _ PROPOSED 10'X 10'PERGOLA 400 GALIDAY/2.8T(INFILTRATOR WIDTH)13(GALIDAYISF)=47.11 LF / ¢�� / 4 1 �8 ,NF\L ,�F,` - PROPOSED I/A euG X 47 �� r PROPOSED UNDERGROUND ELECTRIC SERVICE 47.11 LF REQUIRED PROPOSED 17 LF QUICK4 PLUS gP / `I' w 31 U / AIR LINE 3 } s X 5.2 - -------'----- - oa z 51 LF PROVIDED(3 ROWS OF 17 LF 8'INFILTRATORS) STANDARD LOW PROFILE .�� iA i ��. X p gg 'S ,1N Z pl,\ •(' ., g �• 2' T - .. V Z�. 7 S F•/ i \S�, r' 1} { r, n X 4.76 TWE�N U w INFILTRATORS(TYP-3) pPS'i \NF 520 \N © BE z G W Z- i6� 6M ... �; `, v G� j=ApPROX'AE t&ZOP F X I CX Wa �°'0 PROPOSED CLEAN '`� 4 70�, ,' - -y x-',}{ e '� t ;C-\. Cy//F� �!W 4,79-�C 5.16 ZOtd� Z�n z FILL CALCULATIONS `��5-6�1. FILL42.29CY �� X Igo '38�uCK ;~ %T �. CY '� �}gn' I u�z �� C� _ q3T o SISI 0`" RETAINING WALL TO BE RELOCATED I z 'CALCULATED USING C3D SURFACES 1 \ •5°� ,SqU SSG . r ` N �} �'i4�1-'' 1 ` ! Z.g °' // a2 j0. }r�0 N ( PROPOSED BALCONY ABOVE F w PROPOSED 1.5'H X 22.1'L � ( t ( NpOD \ 1 b.�5 I z z FILL=4229CY X 8'W RETAINING WALL _ - }F V :� VET &Dv' A /'Go FF� 0 ^�<' 71a I ✓ i„ 0.29 x 7.78 W z z GSA ?.q D Virg zcl „.. l Y.55 RELOCATED RETAINING WALL, Q a F o ONO / B/H 9 X 9.65 DESIGNED BY OTHERS ^ a $ '} t' '(• � _ 0 / P D'(D a..•- �_' s 1-i z o 3 0 � i .;54.-(, c17}' �.z�R\ � ;..•( �52, c, $r •/AD 1yp,GE . ' '. C b. .i 6.' m Z /J �O G 3.60 •yap ` Q' Q 6 s h 10.07 ¢ Q �' RELOCATE 20LF OF ` ```.\ }� ^ �J ,3� o� F q 60 1 EXISTING BELGIA C 0 x 3. t j M v\.. ,t �w' .?7 / o` x it.6s F--1 LL z \ ✓ v .26� X ( I PROPOSED 6'-8°X T-9' Q / I PROPOSED GRADES 2`m ' �+ _ c5 w 4. L 1 t "•t2 X 17.58 F / / / �, / 4t 34 X 1 SOVEREIGN HOT TUB w x 3.52 \.�� ✓1 , .. a 0� 1 7.59 x i2.34 \ REMOVE EXISTING WATER r °3 �i' �- � � 7 �OC- L / k t0.9 �� / t a" x s.51 -k 1o.x t?.o9 G PROPOSED KSHOW' I I� SERVICE CONNECTION AND N }� %\ e� �/ / } g4 / 87 OUTDOOR SHOWER WATER VALVE C j i / ; i x -fit x ,i.53 j cn PROPOSED WATER 3 a��` b,i x J - t METER - `s9 �24 ,o j' •,'°i �'/� ,jk 8.1 k it46 �� PROPOSED WATER X 3.s7 ' 1D. 8 SERVICE o Q. Ze i 4) a° /'�`'� ,SS.: 7.C;o X to.9, x 1142 X \\ Wp /i s3 33 S9 j�E O %s !- * /„`nj ) 1?,(0 r'4• �Q PROPOSED GARAGE WATER \ Q Z c PROPOSED FUJI CLEAN SERVICE TO BE AT INCHES BELOW GRADE 54" ` I Z to m 3.15 / a 1 �� Y ;1. 5 INLET ADAPTER 90 I I z Sa �r�O df m PROPOSED STAIRS PROPOSED FUJI CLEAN I I Z O n ^• 6 ° CEN-5 TREATMENT TANK V o SITE PLAN ' I / ` v�P / �t�/ , o� 86 ;,p �' 1 TO BE VENTED BACK I Q F-ow �OF / , X 6.J4 THROUGH THE HOUSE O p, LL SCALE:1"=20' x � � �kkk �5 4.59 j TAX LOT 12 4, Fj CL 2.90 e/ 04 2.72. 04?(o t7 �] E RESIDENCE o 0 10 20 I c�}�J x 5.7i/ a I EXISTING GAS , tE I 77 DRIVATE RD A \ / / � f SERVICE TO p7� �/c REMAIN EXISTING OVERHEAD E p LIC `+VATER v NOTES PROPOSED SANITARY LINES TO BE 4'O SDR35 PVC PIPE I +� /� IIrX/2 9g , ��x5�/%�� X 4 05 / / �_! TEST HOLE REMOVED p l I` ) / I I �\ UNLESS SPECIFIED OTHERWISE. i n (l;) (; LJ 2. NO EXISTING DRYWELLS WITHIN PROPERTY LINES. t/ / I / / �, X J U L 2 5 2025 v / /j�0 5.26/ I PROPOSED UNDERGROUND \ •�, LL 3. ALL UNDERGROUND STRUCTURE LOCATIONS ARE I �/ / I/' �S / ELECTRIC SERVICE \\ APPROXIMATE 8 SHOULD BE VERIFIED IN THE FIELD BY THE (0 j a j/ x 3.87 CONTRACTOR BEFORE CONSTRUCTION BEGINS. 4. ELEVATIONS REFER TO THE NORTH AMERICAN VERTICAL / y / I Southold _oWr \\\ W DATUM OF 1988(NAND 88). / /`y x 4.88 �' Board of TrusteeY_ _ - �,_ cz I c•p. 1 • t / 3h X 4.91 I Y 120V AC,10,60 HZ,20-AMP POWER SUPPLY. HIGH WATER ALARM WIRING 412-AWG WITH GND IN PVC CONDUIT. AS PER MFGR.IN CONDUIT. MAIN �O\ \ 00 QUICK4 PLUS STANDARD ESTABLISH VEGETATIVE 1 t LATERAL C O\ SERVICE PRESSURE PIPE LOW PROFILE CHAMBER NATIVE BACKFlLL o 61 p PANEL TOPSOIL COVER AND GRADE TO DRAIN 2'Xt�^REDUCER(fYP) W Z 00 2'FROM OWiS 1z, _ O W U CONTROL a w - - '_i '_•= Q O a PANEL 2'UNDISTURBED 2'HEADER t I•--36°TRENCH WIDTH-� SOIL RYP) �6/ (SNJICL6 NUNI - ELEC.SERVICE CENTER SUPPORT CONNECTION DETAIL B NOTES: 1. FLUSHING MECHANISM WITH VALVE BOX DETAIL SHOWN a HEADER DETAIL DETAIL A NOTES: 2. INSULATE BOX AS NECESSARY 3 N.T.S _ CA 1. QUICK4 STANDARD CHAMBER(LEFT)AND QUICK4 3. PVC FEMALE ADAPTOR WITH A MALE THREADED CAP HARDWIRESTANDARD PIPE SIZE PER N ORIFICES SHOWN 4. PIPE SIZES PER PLAN y IIII I 2. PRESSURE PIPE SIZE PER DESIGN ORIFICES AT 12 S. INSTALL 90*SWEEP FITTING OR 2-45°BENDS,NO ELBOWS GROUND ROD O'CLOCK,WITH FIRST AND LAST ORIFICE AT 6 O'CLOCK E _ TO DRAIN THE PIPE(ADD EROSION PROTECTION SUCH AS PATIO BLOCK) E PRESSURE PIPE DRILL HOLE LOCATIONS ON END CAP Z _— Z m ON _ F LLGAS ai FUJIMAC BLOWER END CAP NOTE: z SERVICE m m 8DRII-20OR11 ELECTRIC LINES SHOULD BE 'n as -- DETAIL A INFILTRATOR CHAMBER (ANY MODEL) INSTALLED BELOW GAS LINES AT ELECTRIC DETAIL B CROSSINGS. + f—SERVICE 2 ELECTRICAL ONE LINE DIAGRAM s INFILTRATOR QUICK 4 PLUS STANDARD LOW PROFILE $ N GAS & ELECTRIC CROSSING DETAIL 3 N.T.S 3 N.T.S 3 N.T.S OPEN DISCHARGE PUMP TO �� J DURAFIBER ACCESS LID ORENCO OBTAIN GRAB SAMPLES ) ,"-- {��'`�° 'f} @�i FLD24GW1RG24SAFETY 80XSBEXEXTERNALSPLICE ELa -�_. ----- .-.._. __._. _ __----_- �� 1--s Vqq I-L^^,-��'7) !E' Q GRATTO GRADE 2"STONE VENEER �•= J F W 1-4 DISCHARGE ASSEMBLY CHOSEN BY •_-J !/ PUMP BASIN AND B LI-V AIN HOLE OWNER ( J U L 2 5 20�5 MODEL PB2454 AND BALL VALVE ' rs ' S2 TO = T- DRAINFIELQ I�- .` 4"PLUGATGRADE U ' FOR CLEANOUT SOUth0IdT0Wn FROM_ < WATELIQUIRPROOFING Board of Trustees > OWTS �.•j_�' WATERPROOFING GRAD MEMBRANE w v z ON VARIES-- d !-'�= #5@14° 4'PVC z O o • t V Z o i #5@14° 4'X 45'BEND w g z N ORENCO DISCHARGE -• 4'PVC WYE w PUMP MODEL PF200511 MATERIALS&JOINTS EQUIVALENT TO WATER z ? WATERSTOP z 21 Z. WATER STANDARDS OF CONSTRUCTION SERVICE qzq y N w 4'PVC —ROW AND PRESSURE TESTED TO ASSURE 4°SDR35 PVC !�1 S O c -q •:°_ _ -_"•-- -•i MIN SLOPE °PER FT TIGHTNESS PRIOR TO BACKFILLING z o 0.08 CLEAR DRAINAGE PIPE y _ CAST-IN-PLACE CONCRETE -*f _ `+ _ PROVIDE 6'SAND&GRAVEL w m a •.gin •• �: „"p;� •) —^-r-.r - = .2•,, Z a WIn DEADMAN POURED PRIOR -•'.' `~ "Q—_J TOP PUMP BASIN BEDDING UNDER CLEANOUT INSTALLATION PENETRATE -� 0.R+I- 02 1.35 I+--10'-0° 10'-0" F•-( s PUMP BASIN PUMP BASIN3'INTODEADMAN /0"7 RETAINING WALL DETAIL s CLEANOUT DETAIL s DRAINAGE & ELECTRIC CROSSING DETAIL Q.01 N.T.S 3 N.T.S 3 N.T.S 3 N.T.S HOUSE F.F.EL 8.09 FUJI CLEAN INLET RETAINING WALL 10.3V TO C.O.TO ADAPTER 90 C10 TO GRADE EL.4.48' o------i ROUND ELEVATION 3.68' TANK RARE.EL. GRADE EL.4.30' COVER TO TOP OF RETAINING RETAINING WALL W O .0.TO GRADE.EL.3.68' 4.0' COVERS TO RPJE WALL EL.520' GRADE EL.3.79 � GARAGE I j GRADE EL.4.30' EL5.0' BUOYANCY CALCULATIONS Q o L` DISTAL HEAD HEIGHT Z I F.F.TO I _ m �15.05'TO TANKI -__ � __ '�`", WEIGHT OF CEN5=483 LBS EACH �j"'- 12°MIN.- COVER O 1T WEIGHT OF BUOYANCY FQT=2,412LBS O o o x¢ - —� 6.16'PRESSURIZED PIPE -- _1I 2 X 8'X 1.5'X 0.6T X 150) g In O n L__--_-v-- -�`- 8°LP INFILTRATOR ) WEIGHT OF SATURATED SOIL ABOVE BUOYANCY KIT=8,943 LBS Y tL U o _INV,EL 2_65'__-)�-� �' TOP EL.3.54' I O Y U -__--- I 3ROW5-1TLONG BOTEL3.50' (2X8'X1.5'X2.63'X110) Q Z 0 N `'- ------ ORENCO INV.EL. INV.EL. i WEIGHT OF SOIL ABOVE BUOYANCY KIT ABOVE HIGHEST EXP.=6.199LBS 0 LL , ---- _ LL --- S.OT PUMP 3.46' I (2 X B'X 1.5'X 2.87'X 90) O>o TOTAL-16,017 LBS PROPOSED INV.EL. FUJI CLEAN CEN5 TANK 2.36' INV.EL. RETAINING WALL M INV.EL.2.53 2.25' BOTTOM EL 2.70' z BUOYANCY FORCE ON SEPTIC 8 TREATMENT TANK ASSUMING TANK IS EMPTY (NEEDS BUOYANCY KIT) O M AND GROUND WATER IS UP TO HIGHEST EXPECTED GROUNDWATER 7.9'X 4.0'X 3.W X 62A=6.507 LBS HIGHEST EXPECTED _ - 16,017 LBS SEPTIC TANK>6,507 LBS(2.46 FACTOR) 1 GROUNDWATER EL.1.43' d' SOT.EL.0.50 --- WEIGHT OF ORENCO DISCHARGE ASSEMBLY=26 LBS EACH BOT.EL.A.0 WEIGHT OF CONCRETE DEADMAN=53D LBS LJ.. (PI(1.5)A2)X0.5'X150) O ,o SANITARY SYSTEM PROFILE TOTAL=556LBS CO 3 N.T.S BUOYANCY ASSUMING TE GROUND LLJ WATER IS UP TO HIGHEST EXPECTED GROUNDWATER LLU (PI(I-)A2)X 0.93-X 62.4=182 LBS � 556 LBS PUMP>182 LBS(3.05 FACTOR) z ' FRONT ARRIS � BACKARRISLINE LINE I BUZZED GRADE g 1 00 7111=1 11=1 11=1 jd - - w z �O� ? _III—III—III o _- . z —I 11—I 11-1-. - PAVEMENT tl- 318"WIRE ROPE WITH(2)318 I i II1-1 I I ' °- - �O CABLE CLAMP(GYP) I I—III-1 '_ -._ _ `� d. NYLON STRAP ONG -III—III ° — I / {� d t� � `p�' /� F� -Ii1= _ _ `ill1TII 1 II I l E � d i a BELGIAN _ _ III—III-NOTE: e � �\ 518"X 9"TURNBUCKLE CURB III—I 1°- v -e_ ° 1 IS THE FRONT ARRIS LINE SHALL BE u, (TYP OF 2 MIN.PER TANK) BUZZED TO REMOVE A MINIMUM �f L5 _III- OF y"AND MAXIMUM OF a ALL J U t 2 5 2025 COMPACTED—III—III—I 1)- I I ALONG THE EXPOSSED EDGE. k EMBEDDED EYEHOOK 31W WIRE ROPE WITH(2)318 SUBGRADE o s w (TYP OF 4) CABLE CLAMP(TYP) Southold Town 72 BELGIAN CURB DETAIL s��w Board of Trustees 26 CONCRETE ANCHOR a a w, 6 � SIZED PER FUJI CLEAN s "MIN BED OF COMPACTED GRAVEL a Y m INSTALLATION MANUAL BENEATH TANKS AND ANCHORS SCUM BAFFLE 8 CHAMBER VOLUME(GAL) a 1 SEDIMENTATION CHAMBER 277 7-10 DEADMAN CAPACITY USING SIMPLIFIED SOIL COLUMN APPROACH 4 2 ANAEROBIC FILTRATION CHAMBER 2782'7y, 2' °—►1 USING IDENTIFIED FACTORS ^ s I 3 AEROBIC CONTACT FILTRATION CHAMBER 127 MODEL DEADMEN(EA) DEADMAN NETRESTRAINT RECIRCULATION 4 STORAGE CHAMBER 63 DIMENSIONS PROVIDED(LBS) - AIR LIFT PUMP O 5 DISWFECTION CHAMBER 4 J CEN5/CE5/CE7 2 X X 18"X 8" 22,200 3 DISINFECTION TOTAL VOLUME 749 Q CEN710E10 2 8'X 18,X 8" 26,232 CYLINDER(OPTIONAL) W CEN 1010E14 2 8'X 18"X 8" 29,320 4"INLET RIPE 4°OUTLET PIPE � SPECIFICATIONS CEN1410E21 2 10'X 18"X 8" 39,065 CEN21ICE30 2 12:<18'X8° 51,235 A j 4 c IA ANAEROBIC MEDIA PPIPE FILLING RATE 32% L S v 0 - BOARD TYPE AEROBIC MEDIA PVCIPP/PE FILLING RATE 16% 5 AEROBIC MEDIA PP 1 PE FILLING RATE 57% „ FUJI CLEAN TIE DOWN DETAIL EFFLUENT BLOWER 2.8CFM .6Z 4 N.T.S INLET BAF LE O O AIR LIFT PUMP TANK FRP z Q PIPING PVC 1 PP i PE U cc w 1 ACCESS COVERS PLASTICI CAST IRON Z z 0 DISINFECTANT(OPTIONAL) CHLORINE TABLETS u Z5 RECIRCULATION PIPE FLOW BAFFLE 112°AIR INTAKE w w w (CLEANING OPENING) B FLOW OPENING(TYP.) h•�•1 i �� o z 87' 4.53' w N p P LAN-VIEW PROVIDE SECONDARY W V CLEAN OUT MUST BE INSTALLED TO PROVIDE ACCESS TO THE SAFETY COVERS(TYP) 24"ACCESS COVER a 3 ADAPTER FROM ABOVE(TYP) DISINFECTION w 20"ACCESS COVER) 20"ACCESS COVER(TYP) 24"ACCESS COVER(TYP) ^ CYLINDER(OPTIONAL) H z 6.24" - FLOW OPENING I--1 Z f � w ,4f- 7.03' a BOARD TYPE --_ CONTACT MEDIA � o OUTLET SOLVENT WELDED T04'LONG w O STUB OF 4"SCHEDULE 40 PIP (� CONNECTED TO FUJI CLEAN CEN UNIT(TYP) 4 ® Q O Z 9D DEGREE LATERAL 3INLE TOP VIEW O $ O E RECIRCULATION Z=z PORT ADAPTER ALL PORT 4 ASSEMBLY 0 z 0 m ARE 4'OPENINGS 7.03 QOpo PLAN VIEW zs a Y o Y O0ON EXTRA INLET CAPPED r LL o VIA4'SCHEDULE40 1.97' O3 3 N F" o ADAPTER&PLUG(TYP) Q cn F 4.7" AEROBIC MEDIA, o 7 4 " AERATION ASSEMBLY d' SIDE VIEW SECTION A-A VIEW SECTION B-B VIEW 0 w ,s FUJICLEAN INLET ADAPTER DETAIL 14 FUJI CLEAN CEN-5 DETAIL _ 4 N.T.S 4 N.T.S _ ate_'� y.,w. �"ir. — �.��-•��_� « ' +v ash +SV �! /_�.'ice t. , ��I��;r��7`�J�� --...�;• Aw. f s. 41. �'�• ! i�- > ♦ r "ice'��T •N / 1 .s �> i i ✓7t + �� jt.��i�y',Aj'� s�• /SST�4� 1"' dry it A.11 I'll,A' 1 1�r .,� -: -�' ,gip- �-'�• 'i 1: 7 � •�', \� r+'� • \��'.� !gip' �l. �� •v •��>. y1 'ayr� u�'',k: tj�. / 'r'S>►' :/"`!r'fr" it�► �tWf�r .r' cny=y� x,� '� r.. P �.r�►��p.,�-+S�IIIMgja�� i.•1:•.•.•�"o�► �`�A.�K �� »'� iY 1 �7 vs lte. --'MON 1 V' ..a, � aka•, t..1' "Now .sus�'�' � ��` �� 4�+A ��,�. �Yy� • e 1Fy ��T 1 •Try. .F.S -�+ �' .-- ---- —• - IL- `—--•�.njib AMNON iw,Ah f � 4f ♦ 4 r r r - Lit or ' r AIM 1 r' � pit r • *a AIL 'y v •OAK' f`�. �� `• '.mow•. r Area Front Side Both Sides Rear (square feet) Lot coverage (feet) (feet) (feet) (feet) 200000to 5% --� 6o 30 60 too-� 399,999 - ...,- ..... -:20,000 to to% 6o 30 60 85 9 9 f - y E-- t99,999 '"- -. 2nd STORY - 8o,000 ton, -- - - - --- - - 9999 zo% 6o zo 45 75 -- - ---- - � a. __- �pc L�O.GI, 6o,000 to 79999 zo% 55 20 40,000to59999 20% 5o G30�'/pCBGSG^�Do GsJC7pIIWI _ 45 _ 75C-T' ARAGE . 1 zo qo I 60to3zo,000 to 39,999 20% 40 t5 35 50 . OUTDOOR SHOWER a,a�a,o Less than 20,000 20% 35 j 10 25 35 99 "Map.o onconforming lots with primary and secondary front yards shall be required to meet the following JACUZZ19 AND PERGOLA AtD AR (squat feet) Primary Front Yard Secondary Front Yard Side Yard I Less than 20,000 35 20 to 20,000 o TO THE SMITH RESIDENCE 39,999 40 25 t5 • STORM DRAINAGE GALL:1. IWNOFF COEFIGIETr9, 3121 OAKLAWN AVE . PAVETHJT=100 ROOF 100 MUM. t..AtYSGAFE=02D SOUTHOLD 5�C 5 159JE 0.IDE ' _ 03-10-25 155JED FOR PERMIT 2. PROVIDE STORAGE FOR 2'RAINFALL•Jbl Y ROOF OR: 41N4 note. °! 04-12-25 REVISED PER Al SEPTIC I. ROD"Ar I ) �'= 1 5Y5TEM DE515N M`75 SF.ROOF x J67 A 24.1 2.ROOF AT GARAGE DRANA6 AREA(LP) ° 300 Sr.ROOF x J67.1 = SOJ 3.PAVER PATO i00P5 ) �'.,r 1021 SF PAVING x.167 x I • AI ��. f.. 1 w � g 4.LA PSGAPE AREA(LP), ✓Fs �� i = . 4.074 SF LAT✓DSOAPIN6 x J67 X 2 135 TOTAL = 603J USE(2)12'DAA.x 4'DEEP STORM POOL N'�•y QG' S�� y = ;S �t't` '�' °.u ——W OPEN GRATE 4036 x 2 NON-NRF g�-/'. ,(t¢, °�':•" S a -A�^ - AREA �i r,si., V; I `o ' RETIAINING WALL RELOGATEIT,,�_'1 i l r / s. PROPOSED / Al" .. y' 50VEIREIGN 6-5"x I •>" 7'-9"k 35"HOT TUB 52 SP d' 4W gydi�l-4a3 .�1 50 C0p• -PROP ED " b O x O° OUTDOOR OWER �{ 24 SF PROPOSED 2NO 1 ✓, /� STORY ADDOTION A . • '9° I Sou SF \ r� // W (u" z rSWWW� Q a� /� P `x P.tQn C O W q . I I' \ s O Q W ~ CL LLJCL M W z r'I'iN") 0)< DRt�l�l NG I NDE=X ..P F ANCE o o W I NO. DRAWING TITLE ISSUANCE REVISIIONI_NO.4 DATE F TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 03-10-25 04-12-25 W U iJ a�y s�pwc SPI SITE PLAN 03-10-25 04-12-25 ril xu" °'c�ppP✓dr AO SCHEDULES,NOTES e DETAILS Inc 03-10-25 At PROPOSED GARAGE PLANS AND NOTES 03-10-25 a - p I A2 PROPOSED ELEVATIONS 03-10-25 6 `I A3 PROP05FD ELEVATIONS AND DETAILS 03-10-25 •1 A4 PROPOSED SKY PLANE DRAWING 03-10-25 PG3OO cJCCS'4#o 25-009 �PROPOS D PLOT PLAN EXI5TIN6 PERGENTA&E LOT COVERAGE PROPOSED PERCENTAGE LOT COVERAGE ExA EX.15TY DWELLING 1202.95 5F aE I STY DWELLING 1225 SF EX.I STY GARAGE 3013 SF ' SCAL@ I'�30-0' PROPOSED IOd0 PER6OLA 100.0 SF DD G3L°.Q 1 IIGtIQ#o EX.I STY DWELLING 1202.95 5F TOP OF LANDING AT STEPS 35'x4A' 14 5F NOTE, INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY.SEE SIGNED AND SEALED 5URVEr EX.I STY GARAGE 301.5 SF PROPOSED HOT TUB 52 SP I. BOARD OF TRUSTEES APPROVAL NEEDED EX-GONG STOOPS 0 5F PROPOSED 6'-0'x 4'-0'OUTDOOR SHOWER 24 SF 2. DEG APPROVAL NEEDED OVERHANG 11.42 5F OVERHANG 17.42 5F 3. ZBA APPROVAL NEEDED TOTAL 1,521b7 SF TOTAL 1,,H1.67 SF 4' PROJECTMENETFIED DEMOLITION AND SUBSTANTIAL TOTAL LOT AREA 6953 SF TOTAL LOi AREA bg53 SF 5. HOUSE MUST BE RA15ED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FEMA GUIDELINES PERCENTA6E LOT COVERAGE 21.9% PERCENTAGE LOT C.OVERAISE 24.6% b. FINISHED FLOOR ELEVATION MUST BE&FEET OR HIGHER I OF -7 li y p@@I, FLOOD INFORMATON (wn nEun,.era,menr use ontrF s C C m!g38 s F�S s 'i "$ MAINTAIN / / .1 NON-TURF �b..i E" s!°— AREA 6RA55 AREA AININ6 WALL RELOGATE0.,, 1 P05ED I 1 1 1 3"HOT 7U6 •4`6 c° .' _. �� 52 SF ram✓ ''D s ��,,,�w V 1 zz 1�g` PROP va OUTDOOR OI^lER ° '0i S 24 5F 1 vo PROPOSED 2ND O fi 5TORY ADDOTION I 30I.3 5F It +� � o FF3 �� pI ° ts vlo O 3 Fi9p I w < t gi 31 ale un. (L N o F 9pIP c x O "o P' aua' ulrevAnlne Waco wa:, a'o.:a ¢}FF Moo �471 �GSZ� p, GRAPHIC SCALE 771 N 66� , ,_�„. •AIL EIEV�TOnS PEfFRIO tUV.eP NTUM x ► ��i� °�' o � OF NEVd� TABLE 3.1 FASTENER SCHEDLLE FOR Sn) RAL MEMBERS `` JOINT DESCRIPTION tdMBER AND TYPE OF NAIL sPAGINFi F R t\M I N G �NOTES: 51MPSON LSTA 30-IbGA. FASrENEa RIDGE STRAPS AT EA. 2"z a'RR a 10.O.G. ROOF FRAMING RAFTER. Rafter to To Plate Toe-nalletl 3-atl per rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOJGLAS FIR-LARCH TYP.ROOFING Lull Joist to i Plate TceTolte a- STRUCTURAL silt STRUCTURAL GRADE NO.2 OR BETTER. Lenin Joist o Parallel Rafter ce-r:alle 4_16a each Ia 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE CGA TREATED LUMBER. Cell Jolz La s over PwNt1onsaFace-nalletl 4dba sorb I 3.ALL SHEATHING TO BE APA.RATED,EXPOSURE I,1/2'MIN.THICKNESS. I' N.AIR SPADE 2"x4"COLLAR TIES AT Collor ne to Rafter To le 4-ea er tie PERIMETER PANELS AT EDGE OF ROOF S WALL CORNERS TO BE NAILED a 4°O BOVE INSUL' I6°O.G.�"DOWN Blockl to Rafter ee 2-ad oc ens ALONG EDGES 4 6'O.G.IN FIELD W/SOLID SLK6.UNDER ALL SEAMS. BETWEEN RIDGE AND Run Board!o Rafter Oe Tolle 2-Ibd each eM 4.USE SOLID BLOCKING OR X-BRACING BETWEEN ALL JOISTS a 5'-0'MAX.SPACI CEILING JOISTS. WALL FRAMING 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS Q PARALLEL PARTITIONS. To Plate to To Plato e-mned 2-I6d er Foot 6.ALL FLUSH Yon.CONNECTIONS TO BE FASTENED W/RATED GALV.METAL T Plate at Intereec[lor5 Toe-nulled 4-IW slits-eoc side CONNECTORS BY SIMPSON(OR EOUAU. t gig M&MCDa CSC QWEWUIE lead to stud FaceTal be 2a"as. LAC,BOLT NAILER W/(2) pph'/[gC3pCppo,pq 99909 Header to Header Tone 2-16a l6•oc.a1 3/e)"m x 4 1/2'BOLTS®52"O.G. C 9,9g9°Oggq Ta ar Bottom P ate to 5roa _„one 2_16d !Per 2x4 staa e GLAZING NOTES: 3-Ibtl er 2xb stye 4-16d er 2xH stud Rattan Rate to Floor Jolzt BUN abt.G:0 stet a Block awTane - er foot TYP.EXT -- TEGO EA.R.R.TO 2"x8"NAILER WINDOWS/ S,GL.DOORS 5T NT t D BY N R ES INTEGRITY W/ WALL(2'x4° FLOOR FRAMING 13Y C CLASS,IMPACT RESISTANT 6 DESIGN 5TOR11RP RATED A5 REQ'D IN ATTIC .best to SIII T Plates 6lrtler Tolled arse er silt BY CODE g$USE:STRUCTURAL PANELS FOR STORM PROTECTION- -__ Bred In to Joist ToeTalle 2-bd each errtl PROVIDE PRECUT,PREDRILLED PLYWOOD,1/16'THICK. SPACES) Bloc to Jaist ToeTalle 2-Bd erN INGLVDE ATTACHMENT HARDWARE: ED A Block to SIII s To Plate a-nape - arch ock 2 1/2"NOb WD.SCREWS®16"O.G.F/SPANS UP TO b FEET, `r''(tiR R- Letl er Sint o Beam aee„anea 3-16d each olst AND 0 12'O.G.F/5PAN5 BETVFEN 6 4 b FEET. [[CC JOK on Le er to f3emn oeTalle 3-6d silt 4/� ♦l 2 Bared Joist to Joist -nalletl 3-16d er silt BUILDER TO VERIFY 6 CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS y0 JJ�--tt Ise o SIII a T Pla Tel 2-Ibd er Ise WITH OWNER. i n OPTION:PROV.I"x4"PIGTURE-FRAME TRIM(ALUM,GLAD)TO ATTACH STRUCT. ROOF SHP(THING PANELS.PREDRILL HOLES F/HARDWARE,FROV.PLASTIC INSERTS TO PROTECT 5wctsal Panels ed b'ea e/6"Field FROM HEATHER,ETC.NERFY DETAILS) y Dla anal Board SAeathl MAINTAIN I'CLEAR ^xb'or INS. 2-Bd art FOR VENTILATION. p28y16 p4 I'xl0'a wider 3-Bar art l CEILING SHEATHING er w OF NOTCH RR F/ 2"H6o hhll and 5d coolers T'ed e/10•fleltl SHEATHING WALL SHEATHING CLIMATIC E G E O G R R P I--f C TEGo RR 2-SIMF'SON"H2' SwcWral Panels ad 6 ed e/12'Held EA.JST. CONNECTORS 0 16'O.G. r(�tJIT1� Rberbosd Pawls DESIGN CRITERIA: (ONE EACH SIDE) Oc�J'c�JVLSo T/Ib' bd 3•e e/6'field L/ 2sr3r ed 3•ea e/b field 2"xb" 03-10-25 ISSUED FOR PERMIT AMERIGAN FOREST AND PAPER ASSOGIATION(AFS PA) R-30 1N5VL. G.J. 04-I2-25 REVISED PER Al SEPTIC l-bllmara sa coolers T•ed e/10 Hem WOOD FRAME GONSTRUGTION MANUAL FOR Harafwara ad 6"ed e/l2•field 5Y5TEM DESIGN Paticleboard Panels Bd b'ed e/12"field ONE AND TWO-FAMILY DWELLINGS.(2001 EDITION) Dior anal Board 5heathl TYP.ROOF.TIES: I—.or Na. 2-ed rt SIMP50N•H7' 1'x1 wider 3-Bar t BOOR SHEATHING GROUND SNOW LOAD 20 PSF CONNECTORS®16 "X4" "O.G. U.N.O. 51_cbmal Panels HIND 5f=®,T.-ap soimbLo 130 MPH(3 SECOND 6U5T) I•or so ad 6'ed a 12 field WIND EXPOSURE CATEGORY B(S)BURBAN,SEMI-WOODED) O O e ter than I• Ioa b tl e 6' isle D 1'-0' D r I Board ath SEISMIC DESIGN CATEGORY C 1"xb or"xB• - Per suppor G s ul a 3_Be per su t WEATHERING AREA SEVERE U.N.O. ROOF 5HIN5LES ICE SHIELD YE5 As halt roof lint des 6aly.stl.min.a qq.shank W a min.3/B'did.head,fastener shall a irate FROST LINE DEPTH 3'1° P n9 uraugh tits rooFlrSg terlpls and a min,of'A.into roof sheathln$and shall ooF mawfoctvrer ontl rovbe na tess them 4 Fostoro r strl shin,le. TERMITE AREA MODERATE TO HEAVY Nailing regvkemen[s me based on wan sheathrg ranee 6'on center at the parwl cage.If wall sheoNing Is nailed DECAY AREA 5LI6HT TO MODERATE 3'm center at the panel etlge ko obtain higher shed capacltles,nallug requYements for swetural memkwr5 sha11 ton Ooubled,or alternate camec[ss,such os dear plates shall ton useq to maintain the lootl path. WINTER DESIGN TEMP II +Wen wall sheathlrg Is conllrvoas over cavected members,the laWlated number of wlis still M permitted to to DOUBLE TOP PLATE redo d to I-Ibd rift per foot. NOTE:ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCEWITH THE REgUIREMENTS OF THE TOF^Al OF 50UTHOLD AND THE FOLLOWING:INO: CODE REFERENCE NOTES: HEADER O i FULL HEIGHT THIS APPLICATION/PROJECT WILL CONFORM TO THE 2020 RESIDENTIAL !g STUD CODE OF NEW YORK STATE F306 blazug d hazmews Iomnors shall nave glozh:�protetum h confmnnmce w[in r3o6.In zrol,glmkg h .I1 doa-s atl fixed side panels,6lmirg<i less Um 60 dove zurfaes of UAa shovers,ek.Glaring uiUsh 24' ENGINEERED STRUCTURAL COMPONENTS AS PER ASCE 1-10 me of mars in dozed posltbn MU sills less IFm bo•move floor.So,,"over a square Fee[ad less Um W HEADER TO STUD: dxve Fhbhed floor.blazing near stolrwo}/ladhgs.See conplele text of R30B.4.Glazing Fa specifics on STEEL x 18 GAUGE JACK STUD BY SIMPSON LSTA21 CONNECTOR CODE COMPLIANCE locavo H ad ex tom. STEEL COIJED AUC THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RESIDENTIAL GODE OF NEW STRAP NO.G518 W/Ib-IOD FASTENERS YORK STATE.ALL BEEN AND INFORMATION HEREIN 15 CERTIFIED BY THE R30bb I is ads ed laz shall Ith this sectin and t-o full to ed Ion TOP.FLOOR BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN GOMPLIANGE WITH THE FOLLOWING: g �^Pyw y "Pa g JOIST UNDER J015T(12" R309 6crage aapp nirg protection end zepaatlon requhee Lobe m wtsd and h taJammte Ith R309.6mage END LENGTH)16" WINDOW SILL 1. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOUSES floor-faces•fall be sloped to Foal! Uw movement of liquids to train tawad the main vehicle enby O G PLATE 2. 2020 NYS UNIFORM CODE SUPPLEMENT doorway. BOX BEAM STUD TO PLATE:3. 2020(EGG 4. ENGINEERED STRUCTURAL COMPONENTS PER ASGE 1-10 R310.IJ All emergercg escape ad rescue open"shall love a mble m net clear opening of 5.l square Feet. MATCH FJ 51Mp50N"HDUS"UPLIFT 5. WOOD FRAME CONSTRUCTION MANUAL 2015 EDITION FOR ONE AND TWO STORY 24•minlmem clear opening helot,20'mhimum dear opening width,44'ma hekj�x still t. FAMILY DWELLINGS CONNECTOR I-V A"DIA. FINK„INSTALLED STAIRWAYS,RVORAILS,GUARDS SHALL BE INSTALJ3)IN FULL CONFOfW4ANLE WITH TRIER TYPICAL AT CORNERS O THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE OF BUILDING AND AT O REQUIREMENTS OF THESE DOCUMENTS. RESPECTIVE LODE SECTIONS.ARCHHELT IS NOT ftE5PON51ElE FOR TlESE INSTALLATIONS. .71 BOTTOM PLATE ENDS OF SHEARWALLS. A MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED R314 Stairways sM11 not en less ilxm 36 hehes h deer uiGN at all points erne Ulu permitted hmd-aII hekflt F= ON PERFORMANGE DATA AND MANUFACTURERS RECOMMENDATIONS.AND ad Bela+Uw regaYed heatroan hekft.Handrail shall net pr�t more Um 45}es m eltner sldaeF the _ Imo• (- SUBSTITUTIONS W ILL BECOME THE BURDEN AND REASONABILITY OF THE one".and Ue m nos clear Meth of the starlruoz t aid meow W han&dl heilt,hcludYg treads and O O O W CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING lad'egs,shall not en less than 315 Mies viwe a Fmtrail Is lstalled m one sNe ad 21'nchez Mere Ivtrails O Ut U Q PROCEDURES,INCLUDING THE PRODUCTION OF AN51 TEST RESULTS,AAMA TEST are prwlme on both sees.The maxunm riser hekjt sfmll be B25'ad the mhinan treat depU shall en 9•h W a RESULTS,ETC. confenroo a MU:R3142.Knimmi headroom 6'-6.All stale still be provided with Ill.'floo In aaadmce with Uf W W 5ectbn R303.4.Enclosed accessible spa ender steers shall hove wain,Wen stay wfeee ad ag soffits C4 Q W protected on the enclosed side with 12+eh 4f-toad. �+ R3B.1 FlmYallz havbg a mhhum end IrKtthran helej:ls d 34 Mlles W 38 6rles,respec gs meawred v rticoll from Ve ws F the treads Shall ids d on et least one liar of stab All r red w GENERAL NOTES I�drollszFf.Mott Illmghaf6es hserIsmommaer.ersFra �rdYe� .11 � top riser of a fll�t to a paint dkeckly drove the lowest riser'of the fll�t.6ds shall m re[aned a 9lall temJwte h newel posts s safely terminals.Handrail adjacent to a wall shall Lave a spce of not less than 15 'E- Z I.All electric wank shall oarpl9 with[he Notional Electrlce Code.Electricdan shall obtain fire tMawritews Mlles(3Brlm)6el-e,Ve wall ad fine hodrall.The hadgp poitkn of hon lrob s".all hove a clrmla cross Ey N cerUFkate For all electric lark ad stall vdnl[to ovmer.Frovlde all outlets and JLrebon boxes required section of 1-1/4 Yehes min-to 2-5/B tares maxtnan.Edge rmllr,of I/B'. � � I-•1 For all appllmces,pumps,equ a'etc.contractor sFN11 route'service requirements,all IlyhtYg,wtlets, f7 O O 111 Flzhrez,phone jacks,T.V.earls jacks,etc.wN owlet as requfree For the""fret ll.t I and sansfactim R316.1 Guards ono to be o mMMun of 36 ashes(914mn11n helejlt.Open sides of ztatrs with o total rise of mare of of owers requYementz ad code cmplkmce ad shall provide sore.Architect 5 rot rezpasd>Ie fa than 30 inches drove the Floor s gads below gall have games(each side)rot I-Ulm 34 inches h Mkp p h I� F etectrlwl msiy5 For this project h ay cepaclty. mtawred v UeoIly fran the nesYg of the treads.(5somd stay guards me recommended to to hIghmJ N i+- 0 � 2.Ail plumbing work shall carply with the National PlumbYg Code ad all local modes.Contracts still TYP.ANCHOR BOLT: TYP.HOLDDOWNS: F P7 O Q review with Una owner tie regvheme(1!s fa pkmbhg htsto"a[kxs h odhg bt not limited to fixtures,trim, R31T.1 5hgle ad mitlplestatbn stroke alums shall be Ye"Nlled h each sleepng room,oaslee of eah separate 5/B°DIA.4b°O.G. j(}j��J) QAx IM sssles,etc.and requlremmts for water service and mnestic tot water.Architect Is not responsble sleeping mea In ite hmedlate vicinity of Ve tetroom,an each alditkwI stay of the dwellb inchdkg COORDINATE PLACEMENT BY SIMPSON,HD2A CONNECTOR W/ (>{ F Fa ay piarbYg systems h ay capadty.Contractor shot Lprodee smltay system h accordance with Ule L._I;s.Tie alarm devices 0.11 ton hterwrre<ted h such a motet Ulat the mw.4m of are alum will W/HOLD DOWN BOLTS.VERIFY 14-5D53 SCREWS(OFTJ AND EXTENDED("mil( ovmers approves Its plan crd shall coordinate aII hype[lore re Iced far 1 of sane.And estivate all of the alums h Uw hdi lobal Wt.The alum shall be clearly adble hall bemoans over backroond BOLT TYPE�MBEDMENTFMBAR i 5/B"BOLT FROM END WALL O approve (SEE FND.PLAN FOR LOGATINS) surveys IndtImicating Fha1[ark locations limit be bJ sands saveys.Contrail shall provide wrveyor with rose levels with all intervenkg doors closed.All stroke slams shall tv^listed and tr6tolled h occordate with O ETC.BEFORE CONSTRUCTION S _ W x 3.Alit H V as regvhed Ue proNskns of Ub cede and Ve bar hole FYeuanYg equpnent proWsbrc,of 1&PA72. TYP.SUB-FLR. - TYP.S)B-FLRInn . p 3.All N.VA.C.cask shall wrtply with Ar[Icle 10 of the N.YS.Lhlfam Flre B'evmtlm and Building Lam and TYP F.J. (� S. Lade.Contractor shall review all mechmitai systems with-`far Lpe of system to be provided R319.0 MI and_III Unishes not MIW vq trim,door,and Wdon Andres still hove a Flare-spreal TYp,F.J, (I.E.all,gas,s electric hot eater a air,etcJ Faludirn Y uWltlm irements.Architect Is not clmsiFkatbn of rot Beater than 200.WI ad ceiling Finishes stall hove asmoke-enveloped bees of not -"x IH GAUGE STEEL L19 g a hg requ ater than 450. GOLIED STRAP WRAPPED -}°x IH GAUGE STEEL 4] G4 responzble Far hea llrtg or ao-cordRlonhg systems in ay capacity. 4e �COLIED STRAP WRAPPED Qa 4.ewer shall obtain my ad ant requred permits prim to allowing contractors to proceed with my of R322.A vapor retarder shall en installed m the uam-h-winter liar of Frula"on. UNDER SILL AND OVER UNDER SILL AND OVER a the work RI001.1 Nawrvy ehmv shall to Cana c ed,avhored,v-ppmted,and reinforced ne requo-ed m tints chapter EACH STUD W/12°MIN. EACH STUD W/D MIN. 5.All site ask Fv:ind tear,utliilles,easements.setbacks,elevatkas,Gar ng ad Ve Ikmle bar.of tern 3,4,ad b with Ikd>le clemavez to carbrtbles ad STUD BEARING.NO.G518 waltz,etc.shall be h oc�emd uIN a site pion prepared by[he owners surveys.T h itetct b w[ Fhestapplr�ig. PfO`�s BY SIMPSON G.NO.GSIH respmsble Fs site deslg6 of ay Ape h ag upmibj. Y SIMPSON b.All cask shall Formed Ikereed contrmtas Mean are a dewed with the F work be Rb07.I AUb actesz.An attic access opening shall Lro provded to attic areas Vat exceed 30 square feet ad R-3KJ INSUL. 0 per b1 xper bps o in9 R-30 INSUL. pQ��#8 25-009 performed.All contractors shall mahtaln Ildslllby hscrmae and wmkers conic.-von hstrmxw In hone a vertkol hekf t d 30 hche5 a g'eater.The ragh-raanee npP.nhh shall net be less than 22 Yeses bJ 50 W/VAPOR BARRIER UP W/VAPOR BARRIER UP &M� -tin with all work being perfumed h pr Ject. MJes ad shall ton locates in a 1nlh ay s other readily occessbic bathe,A 36hnh mhhan mb5t-tted i T.All materials,systems,equprwnt,Fixhres,etc.shall be h Wled in str[ct conplimce w]U the heaYom In the ealc space shall be provded at same point drove the access opening.See Seetlon M1305.13 maruFmtserz wi[[en speclFlcatbrs cad hztdlo[lon hsW U_Including all clemankzs fa service,etc. for access raT1.'ntz Mrse mechanical eghlpmed Is located h attic. TYP.FND./FTG. _ GRADE TYP.FIND./FTC. T @M[p'0[ 8 PROJECTS-25-009 _r _GRADE 6.All conUmta-s shall warm[their wok h w'Iting to the owner fa o mhhnm pentad of two yeas. R&lB.l Larbstble K iotlon shall Inc separated a mhtmm of 3 Mews Aran recessed Ikjslhg Flxtm'es,Fm motaz, EXP.JT. L 9.The Architect shall not have control a charge of sa stall rot be rezpasble Fs_1th U! tin mums, and oths lest odic devices a se dud h aca-dmce with Ve ematMs st I tee h 6e Flxtmes Ifs[ EXP.Jr. d PITCH FINAL GRADE d PITCH FINAL GRADE DD G3L^.1�i70G9®#a methods,tetMlquez,sequences,a procednez,or For safety progare h coaection with Ve wank or far F h9 Pm W a Fg. acts or omisslore of the contraWr,zutx:ontractarz a ay person perfartnhg ay of the wank a fa tlw Recessed Ilghthg installed In the banding Ihmmal envelope shall meet the requYementz air Section NI1013. AWAY FROM WALLS TYP. a AWAY FROM WALLS TYP. allure of ay of them[o ca*y rot Vie wok in accordance with the Intent of the contract do k,or o in e, Ut 4"3500 PSI GONG.5LA Id meapa�m 1 y Is me ale re paeb u y of he mtradm. DESIGN LOADS: 4 m 1I.All umora doss,roofing shingles,nnite sdkg,etc.shall en reviewed and approved by omen. m I.All htsior ihkhes ueNdhg din not Itnited to walls,Flooring,tie,etc.Stall ton eivewed with and n 2 x4 c eQa''a"edbla,-r. LIVE DEAD rxa• KEYwnr z 12.All miscellareas Interior Items Mludtny bN rot Ihnited fo doors,trhn,FYoepelates.closet shelving,idw.. RAF 5wow Logo, KEYWAY t� cabYwLz,shelving.hard+me,etc.sFNII be reviewed with ad apprw d bJ r 20 10 psR prttH n 8°xlb° 13.Wwre existing walls,posts etc.me removed it Is Uw responsbllity of Uv;tmUmts to provide 40 10 DECKS/PORCHES < FOOTIN e AO terlpaay seppart,star g,br-.c,etc.m reg rod. 40 10 ROOMS OTHER THAN SLEEPING ROOMS 30 IO SLEEPING ROOMS 20 10 ATTICS WITH STORAGE O O 10 10 ATTICS WITHOUT STORAGE O� B A-3 B B A-3 A-3 4X4 HOOD POSTS TO 123' BALCONY ABOVE BE FASTENED TO NEH 6'-3° 6'-3° Colo ma. L°.�G3`6� Ib•4.GONG. DECKING F------- SONOTU13E PIER WITH PB66 POST BASE SIMPSON, PPLL.ACEE�HOR)� SIMPSON, � SIMPSON' HDQB TYP. HDOB TYP. J(! HDOa TYR LXm"I24 (2)2X5 --5068 SLIDER -------_-- - r -1--- ---L-=-1 �.. 5TORA6E O NOR SIMPSON, iV (2) NOR MAL°o 7 7F, NEW HDQB TYP._/ a 3°x b° IL 0 16•OG (� N 2°x 6° o 2•xa•RR /(M 2°xa°RR I ZcR£D ARC/y ^L•' � � 2Xa LEDC�at�w I, < � I vZ ,I o I o o.G aBa r INTORIMMMJJOIST SREN TA56H216'OL. --~ / II'_a• ---J ®16°O.L 0&Yp BID FyO UNFINISHED I I N p ALL WALLS 6 (1 STORAGE 6 N- I p 0 IHI n �1_ LEILIN6 7 to ®:t I 'a I MUM ^ ry ry N 9 II ry i, pz oc�Jc UM GARAGE I �I 4 p1 03-10-25 ISSUED FOR PERMIT 04-12-25 REVISED PER Al SEPTIC OZ / NEW 2°xa'FJ }- - SYSTEM DESIGN u 36°HIGH CHILD -. SAFE HANDRAILS A STAIRS TO A 2'xa°RR Z 2'x5°RR PER R311 A-3 � Li LAV GRADE '''-3 ®I 0I6'Or_ A-3 (, u f----------1 STAIRS TO 6RADE PER R311 I I Pax R311 = "' I m N 4 71 POWDER II R�2C! I I I I I I v (2) Xel LL------ ------JJ 51MPSON' EXI5TIN6 9'XI I 51MPSON' 'SIMPSON, NDQa TYP. I O.H.GARAGE I HOW TYP. HO E,TYP. SIMPSON, I DOOR HOOD TYP. L------------� 12'3' nEXISTING FIRST FLOOR nPROPOSED SECOND FLOOR nPROPOSED ROOF PLAN Pi O O LEGEND: w POURED CONCRETE F HALL. NOTE, G W FOUNDATION WALL _----_ I. BOARD OF TRUSTEES APPROVAL NEEDED 5" x 2°x6°OR 2°x4°WD FRAMED 3. ZBA 2. DEL APPROVAL NEEDED AL NEEDED Q pQ WALLS®W O.G.W 1/2" 4. PROJEGAGDEB-ED DEMOLITION AND SUBSTANTIAL EF t4}7. ,a Gl^I.B.EA.SIDE IMPROVE14EW U] Q O Q NOTE 2'x6'OR 2'x4°WD FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION 'd V = Q ® WALLS®Ib"O.G.W/I/V ADDED TO COMPLY WITH FEMA GUIDELINES �'W•"a E" SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG.CARBON MONOXIDE 611B.EA.SIDE q�+x CV'a DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 6. FINISHED FLOOR ELEVATION MIST BE b FEET OR H16HEIZ :12 •,y FOUNDATION NOTES: NOTE: O5D SMOKE DETECTOR a F mLu WINDOWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE ER,4M NG NOTES: O�0 ln o I.ALL FOOTING5 SHALL REST ON UNDISTURBED SOIL OF 2 TSF ® D�ORMONOXIDE BEARING CAPACITY,SUBJECT TO CONTROLLED INSPECTION. h I.ALL FRAMING LUMBER SHALL BE 6RADED STAMPED DOU6LA5 8.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH r Q O CONCRETE NOTES: `� FIR-LARCH S RUC URAL GRADE NO2 OR BET ER. RATED GALVANIZED METAL CONNECTORS BY°SIMP50N°OR W 2.KEEP FOOTING BOTTOMS WELL OR UNTIL FOOTINGS ARE EXHAUST FAN MIN T5 GFM CO IN PLACE,PUMP AS REQUIRED. I.ALL CONCRETE WORK SHALL CONFORM TO AGI 501-11; APPROVED EQUAL. Iti 3.CONSTRUCTION JOINTS IN FOUNDATION WALLS SHALL BE NO CONCRETE SLABS SHALL BE 3500 P51 STONE CONCRETE;ALL ADD TOP PLATE AS 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/8"MIN. EXTERIOR CONCRETE WORK SHALL BE 4000 P51 AIR-ENTRAINED. REQUIRED TO MATCH THICKNESS OR A5 NOTED. 9.PLYWOOD SHEATHING TO BE NAILED WITH BD 0 4"O.G. MORE THAN 50 FEET APART AND NO CONTINUOUS THAN RO O"FROM ANY ADJACENT WALL T.OA TO W PIER. REINFORCEMENT SHALL BE CONTINUOUS THROUGH SLABS ON GRADE SHALL BE NORMAL WEIGHT CONCRETE. BE 9'-O' EXTERIOR EDGES AND 6D®12°O.G.INTERMEDIATE. _ CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL SUBFLOORING TO BE APA RATED 5TURD-I-FLOOR. JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO ASTM EXPOSURE I.5/4"MIN.THICKNESS.ALL EDGE5 OF PLYWOOD TO 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND a P 4.SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING A-615 GRADE 60. INT. FINISH NOTES BE SET ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD STUD WITH GALVANIZED HURRICANE TYPE Hl GONNEGTOR5 BY METHOD MAX.WIDTH MAX. FT.0" INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR SUBFLOOR TO FLOOR JOISTS. "SIMPSON"OR APPROVED EQUAL. pn pj19@v#' 25-009 I-ALL SPADES WITH AREA OF WORK SHALL JOINTS(SAW GUT) .30'-NOT O"O.G.;CONSTRUCTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-318 RECEIVE(U INTERIOR A PRIMER AND 5H GOATS II. ALL PRE-ENGINEERED LUMBER SHALL BE"TRU55 JOIST"TJI BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF MIN.OF INTRIOR LATEX PAINT BY SHERWIN 4.ALL HEADERS 6'-O"AND OVER SHALL BE SUPPORTED WITH PLACEMENT. 4.CONTINUOUS REINFORCEMENTS SHALL BE LAPPED 48 WILLIAMS OR APPROVED EQUAL(COLOR BY SERIES WOOD-I-BEAM5 AND LVL PRODUCTS OR EQUAL.ALL DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NON- "'m DOUBLE UPRIGHTS,W-O"AND OVER WITH TRIPLE UPRIGHTS.ALL JOISTS,GIRDERS AND HEADERS SHALL HAVE BEARING CyL1DD G�O�e PROJECTS-25-009 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2-ALL CEILING SURFACES SHALL RECEIVE(1) HEADERS SHALL BE A MINIMUM OF 2-2"OR AS SHOWN ON OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I/2'GYP.BD.W(1)GOAT OF DRAWINGS. 5TIFFENER5 INSTALLED AS PER MANUFACTURER5 BE IN ACCORDANCE WITH AGI 5P-66.(88) PRIMER,AND(2)GOATS OF SHERWIN WILLIAM5 RECOMMENDATIONS.WEB STIFFENERS SHALL BE REQ'D AT ALL OPENING SIZE LOGATION HEADER SIZE MINIMUM BEARING INTERIOR LATEX PAINT,COLOR TO MATCH LOAD AND BEARING POINTS AT A MINIMUM.A SINGLE 1-5/4'LVL 5.PROVIDE TWO a6 ALL SIDES FOR OPENINGS IN CONCRETE EXISTING. 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND DG3L.1�i70G1®#o LESS THAN 4 FEET EXTERIOR WALL (�2x8 $IN6LE JACK,AND KING 5ND5 WALLS UNLESS OTHERWISE NOTED.EXTEND BARS 2'-0°BEYOND 3-CONTRACTOR SHALL PROVIDE a.INSTALL FLOOR BEAMS AS PER N.Y.S.CODE OR AS NOTED®8'-O°O.G. RIM JOIST SHALL BE REQb AT FLOOR PERIMETERS.HANDLING, OPENING;HOOK ENDS. ALL 5TANDING AND RUNNING TRIM.PRIME a. PROVIDE 2"AIR SPACE FOR AIR CIRCULATION IN ROOFS. STORAGE,AND ERECTION OF COMPONENTS SHALL BE AS PER 4 FEET TO 6 FEET EXTERIOR WALL (2)2x10 DOUBLE JACK,AND KING STUDS PAINT SHERWIN WILLAIMS SEMI 5 FINISH MANUFACTURERS RECOMMENDATIONS. OVER 6 FEET EXTERIOR WALL SEE PLAN SEE PLAN 6.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (COLOR BY OMER). AlICAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH OF ALL DOORS WITH 6.DOUBLE FRAMING AROUND OPENIN65(skyllghts;tabs etc)OR A5 12 ALL MULTIPLE LVL PRODUCTS TO HAVE 2 ROWS OF 1/2'DIA. 'JJ- j` ° LESS THAN 4 FEET INTERIOR WALL (2)2.5 51NOLE JACK,AND KING STUDS TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON DRAWINGS. 5-COORDINATE FINISHES FOR ALL COVER MACHINE BOLTS®12°O.G. 4 FEET TO 6 FEET INTERIOR WALL (2)2.10 DOUBLE JACK,AND KING STUDS 1.BEFORE PLAGING CONCRETE,CONTRACTOR SHALL SUBMIT FOR PLATES WITH OWIER REVIEW A COMPLETE SEQUENCE OF PLAGING SCHEDULE. b-COORDINATE FINAL FLOOR FINISHES WITH 1.DOUBLE UP FRAMING ON ALL POSTS AND PARALLEL PARTITIONS OVER 6 FEET INTERIOR WALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND o�dJ OR AS NOTED ON DRAWINGS. 13.PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14.BRID6I146 TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,SPAGING NOT TO EXCEED 8'. 4 OF 7 NEW ROOF ASPHALT 5HIN&LE5 RATED FOR 150 MPH HIND EXPOSURE BY GERTAINTEED ON NEW ROOF ASPHALT 5HINSLES STANDING SEAM 150 FELT PAPER OVER 1/2'PLY RATED FOR 150 MPH WIND ROOF COLOR ND SHEATHING. EXPOSURE BY GERTAINTEED ON SELECTED BY 650 FELT PAPER OVER 1/2'PLY OWNER ' 12 12 I T.O.WALL H�WADR D'S HIEATHING. Ta T.O.WALL 4 4 ELEV.20V-0"0_ ELEV.20'-O"e' _ TAm �L.1�G3 C�QIlI4°GC�4 bo Q.. && 3 j"COMPOSITE TRIM E PANEL VERTICAL SIDING �398 G30O Qry,lOO C3C�L.1�G�JMG COLOR SELECTED BY 3 j°WMP051TE TRIM OWNER TYR 42'HIGH CHILD (uNw imm I990E A I b HARDIE BOARD _ SAFE HANDRAILSCORNER BOARDS ff77 13 13 COLOR SELECTED BY GXI35 PER R311 c�JLS LS°o OpfNER v - STANDING 4F6M - - LSL:1 ROOF COLOR gEO ARCyi T.O.HALL 0 EIT � __ __ T.O.WALL B HARDIE OARD ELEV.9'-4" ELEV.b'-8 CORNER BOARDS 17 i DE BOARD �•GO LOR SELECTED BYI HARDIE BOARDS OTA✓H2 COLOR SELECTED BY 8 6 ¢ STANDING SEAM STAIRS TO GRADE —TriO � .� ROOF DOLOR PER 311 SELECTED BY OWNER - HARDIE BOARD HARDIE BOARD PERFECTION SHINGLE PERFECTION SHINGLE COLOR SELECTED BY DOLOR SELECTED 13Y OHU•ER ELEV.RADE EO.\GRAOE OWNER �Uc�JLJLS°o I� GRADE 'HIGH CHILD I I I GRADE 03-10-25 If�IIED FOR PERMIT V ELEV.O-O" SAFE HANDRAILS I I I ELEV.0'-0" 045TEMI REVISED PER AI SEPrIL I I PER R311 L I L J SYSTEM DESIGN I STAIRS TO GRADE —� — �_ PER R311 nPROPOSED FRONT ELEVATION SGhIF I/a _1'-O° 2 PROPOSED LEFT ELEVATI ON NEW ROOF ASPHALT SHINSLE5 RATED FOR 150 MPH HIND EXPOSURE By CERTAINTEED ON OW FELT PAPER OVER 1/2'PLY T.O.HALL ND SHEATHING. T.O.WALL 12 12 ELEV.20'-0" ELEV.20'-O" 4 4 HARDIE PANEL I d VERTICAL SIDINS COLOR SELECTED OWNER HARDIE PANEL HARDIE BOARD VERTICAL SIDIN6 42'HISH CHILD GORIER Bpp�DS COLOR SELECTED BY SAFE HANDRAIL5 12 b OWNER PER R311 G SELECTED 14� 42'HIGH CHILD GXI35 GXI35 OX155 SAFE HANDRAILS STANDING SEAM PER R311 L i I I ROOF COLOR 13 SELECTED BY OWNER I T.O.WALL 0_ I I T.O.WALL _ ELEV.8'-8" ELEV. HARDIE BOARD CORNER BOARCr. COLOR SELECTED BY I I O OWNER 3 k COMPOSITE TRIM TYR // Q — C 4 HARDIE BOARD HARDIE BOARD GXI35 GXI35 O LJ PERFECTION SHINGLE PERFECTION SHINGLE O W D, — COLOR SELECTED BY COLOR SELECTED BY \ U CJ W z r.o.GRADE oPa�R OWNER \ Ch W w -ELEV.I2" \\ dl P.q�� Q GRADE GRADE ..y ELEV.O'-O" 0 ELEV.0'-0" DOOR SELECTED �+ x C�G q Q BY OWNER 4.T J 3 PROPOSED REAR ELEVATION PROPOSED LEFT ELEVATION b�cn O x o SCALE 1/4'-1'-a ] E+ 0 O HOLD DOWN CONNECTIONS (REQUIRED AT EACH BUILDING CORNERI [zaj F 00 02 D_ IL (REQUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) 4-V. ROOF O SECOND FLOOR ATTACHMENT x w (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) m °p° rM ATTIC (!}� C, 'SIMPSON'HDOB\ POWEREQ& a 2-16D COMMON lXl NAILS L O.C. 'SIMPSON'HDOB FOR FULL LENGTH BLOCKIN OF STUD ,-2-16D COMMON NAILS 0 6'O.C. ®ENDWAL it FOR N FULL LENGTH I I I/2'I 2-I PG3 ,fll9@4#a 2s-ooa OF STUD I LAY. III 0 END WA I FA.I . 6QD Foaogo PROJEGT`r25-009 NDL it SELOND FLOOR ,SIMPSON'HDOB OR 'SIMPSON'PHD6 p l • GO G.O.L.O. TO EXISTING APPROVED 4'SANITARY LINE SEP11 FIRST FLOOR ATTACHMENT C, ' (REQUIRED FOR AL ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/8'DIAL THREADED ROD EMBEDDED F1OU5E TRAP ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 1/2'INTO CONCRETE W/'SIMPSON'ET M ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)&FOR MANUFACTURES SPECIFICATIONS. TEMPERATURES 10 DEG.TO 40 DEG F)USE nHOLD DOWN CONNECTIONS 'SIMPSON'AT(NIGH STRENGTH ACRYLIC ADHESIVEI PLUMBING RISER DIAGRAM - � scALe v4'-r-0' �- scALe NTS 5 OF 7 cu�caoV�cV 2115 L•30o MOO E2 AWIMME 101-0' g2mImCJ(#L.QDDr Hv fI low ry Lvin � PAINTED MITE o lb'O.G. @01.192TIMM (3)2XI2 GIRDER / \� 16,04.RAFTERS B 16 1 O.C..2 PT RAFTERS® Q c✓_'tLo PAINTED WHITE PAINTED WHITE PERGOLA SEE I I I I I (3)2`a2 rr ts—t (�)2XI2 PT 61 S�ERED ARCR// EX.HOUSE i � SECTION AND � Q EX.GARAG g• E � n ELEVATION ON P a EA P05T WOOD ' - ry A2 x - � g•yppp COLUMNS,TO ?, 1 n COLUMNS TO BE WHITE ( ) m y^Ll BE WHITE TYP. TYP. 6Xb PT �- (3)2XI2 GIRDER \ POST C T ��Jl yO4 PT POST 6X6 PT POST BOP.Past Oc{a �cJc�)lJLS°o TYP. I I I I I 1 I I 4X4 WOOD POSTS TO BE - I I I I I I I FASTII�TO NEW 16°9 GONG I L 04-I2-25 REVISED PERAl SEPTIC 5ONOTU5E PIM WITH PB66 I SYSTEM DEP.I6N POST BASE(TYP UON-CAST IN J 10 PLACE ANCHOR)TYP. - 101-01 nPLAN AT PERGOLA nELEVATION AT PERGOLA nSEGTION B SEGTION SCALE I/4'.I'-O' ` SCALE I/4•.I'-O' SCALE I/4'.I''-0' SCALE I/4'.I'-0' u'ewneter reR00fmamtsir�mo xaa Mre 10tl MS Vold 2XI0 RIDGE. reawM nuh MN hddown I T.O.WALL aM tears CorNnuomflaselne ELEV.20'O" (ea•wdQ,nat Noxn z,�D• ® •'�®l6 D z o 1�,0 10 0 0 o p o 6'-0'HIGH 2• PVC,PANE. COMPOSIT 51DIN6 -- EX.6ARA6E— Tom• 150 BUILDING PAPER Boor dst - tl.k DTT2 1/2°0513 51gATH11,16 (H9 ac mar-� low 2.4 STUDS 0 16'OZ. __---_— 2 X 10 GONi.LEDGER Q 0 4 BOARD d1 � O i DTRZ Instilled s a Lateral Connector for a PLYWOOo Ib'OL. 3'T66 N6 Deckto-HouseL feral Load Connection [J'T4r, OOR TYP HO Fwmarinlamtition on this mnnwawt and DOUBLE FJ o BALCONY TYP. in5tdllaDan lnswcDmS.See terhnrcalbu(lean /\� T.O.WALL r-DECKLATLOAD(avmiable at n—su gle,com). TYP.MIN 12'OG 2'xg•FJ Ib°O.Q. I ELEV.8'-b' /' ADD 2X4 CRIPPLE® past o O O I6'O.G. ATOP OF EXI5TIN6 2X4 WALL. E+- PLAN AT OUTDOOR SHOWER ` a (p.)" - °"� ' a o W �� 6'OONG SLAB ON .' 1 6'CONG 5LA13 ON 31 •-°'-� GONG. 3,500 PSI Ery Ch W Z SCALE I/4•.I'� GOMPOSIT SIDING �E 5/00 01 lit/10 \\ ° CAONWHIM 6 MIL VAPOR W W z O ISu BUILDIN6 PAPER WWM 6 MIL VAPOR P POiC� --Z BARRIER ON 6' P. I/2°050 SHEATHING BARRIER ON b' GOt�AGT®GRAVE. CCC 2x4 STUDS®I6'O.G. COMPACT®GRAVEL T.O.GRADE u'dlameler f1M FILL �A W ~ J FILL ELEV.l'-2" machine bob or lom Jolst ' �' W GRADE threaded mdswidl Q 0- nuts end washers ELEV.O'-O' EX.b°POURED O N N OO �EX b'POUR® GONG FOUNDATION E•N,S".., r7 O TO REMACONC IN FOUNDTYP ON L-J TO REMAIN TYP a]'rD C/]O O IL DTTZZ Installed as a Lateral Connecor fora Dt Guardrail Post C W ti[- � Fwmomin/wmalmn onguar/milpostconnectlon p�a x w LL a/rdinstalHtian insDutdan5,See teChnrcalb.,.n CV nSEGTI ON TGRDRLPST(availaDlearimwsDonghecamf �1SEGT1 ON O a E. O a SCALE I/4'.I'-O• SCALE 1/4'.I'-0' �r E+ O Wx a � 1P D1E@V#e 25-00a Q%9 ME.'E.' PROJEOT5-25-001 DD G3[a+GJO(nIC�#e 6OF7 &Sara, G1L3C�Ca04GG4 / \♦ // \\ Ca3�3099mr38D0a ra1'S4 Dow 99fl09 cJI KAU LL4 tYgflD A2C III \ mi nFROFOSED FRONT ELEVAM ON nFROFOSED RIGHT ELEVA71 ON MUIR- SLALE 03-10-25 ISSUED FOR PERMIT 04-12-25 REVISED PER Al 5EPTIL 5Y5TEM DE5161,1 ME I I_ `J L c z o � E: Q .'7 nFROFOSED FEAR- ELEV,°�TI ON PROPOSED LEFT ELEV�TI ON W=z ° WALE I/W.1--a d H Q F �.:)U]00 q x. Q Lu F" 0 O O P'O-rn F O Wx � o a �c� a o- PL�OO d[�C�4#o zs-ooa CL1DD ��8 PRO�LTS 25-009 7 OF 7 Area Front Side soth sides Rear Lot Coverage (square feet) (feet) -- _ (feet) (feet) (feet) 200,000 to v 5% 60 30 6o 100 399,999 120,000 to Jo% 6o 30 6o 85 199,999 80,000 ton,999 20% 60 20 M 9 45 75 I PROPOSED L^1L3C�G004C�Cy4 60,000[0 79,-- 20% 55 zo 45 75 -_...- -.-.. . _ _ _ _.-. ... .... .. .-_ -,- - 295 fa0O G1GIOO C3G QMC#GJNIC# 40,000 to 59.999 1 20% 50 20 40 60 A GlOP7LG'3CJ@,gDDv�990 09 20,000 to 39,9W 20% 40 is I 50 Less than 20,000 zo% I 35 Jo 25 ? 35 NEW RENOVTION TO THE ONAdo onconforming lots with primary and secondary front yards shall be required to meet the following: (square feet) Primary Front Yard Secondary Front Yard Side Yard SMITH RESIDENCE V�Se, T Cy�TF Less than 20000 35 zo 10 25 20,000[0 39.999 40 3121 OAKLAWN AVE . of NEV I STORM DRAINAGE GP LG: SOUTHOLD I. RI.HOFF CCIEEMERT IENfS, RROOF`B' T.Im NON-TURF �c�Jc�JlJLS°o LAIIDSLAPE-0.20 A �N2. gROLAD STORAGE FOR]'RAINFALL=.Ibl • 12-13-23 159JED FOR PERMIT 't 03-24-24 REVISED PER TOWN ROOF DRnINaGE cALG1LATIONS. u' \ COMMENTS I. ROOF AT HOI15E DRAINAGE ARFA dPl, 04-08-24 REVISED PER TOW,[ 14T5 SF.ROOF x.Ibl xl • 241 rOKi IENT 2.ROOF AT GARAGE DRAINAGE AREA I P) RECONSTRUCT e00 5F.ROOF x J61 x 1 50J G w TRUSTEES COMMENTS �R BOARD OF EXIST STOOP V� Iry s Oq-20-24 REVISED PER DEG 3.PAVER AREA PATO AND STOOP' MJ, 19.5 SF V _ 1021 PAVING,x.IbT x I - m .pF = +'% KEGON5TRUGT APPROVAL 4 LA 051-AFE AREA(IP), Esp G g6'? �' EXIST STOOP 02-21-25 REVISED PER FIELD 4p'14 SF LAWSOAPINS x 167 X 3 155 O r •. Iq.S 5� 03-03-25CONDITIO U ��` e � ��`?� \4.� 3-25 UPDATED LOT COVERA TOTAL 603J G •0� 'IS.f�.. .:w!:.:::.k'• t REGONSTRUGTB✓� IJSE 0 12'DIA.x W DEEP STOWS POOL - 15T STOOP Oti "/�1 '" '• � W OPEN 6RATE.4036 x 2 •6012 15.0 5F 0 `' "v` _--_ MAINTAIN �1 .N' --"F'n'^+se---------- 7 / s GRASS AREA /h i'• / v'4 ,0 ;°L'l<,3i,e NON-TURF 3aO Sr AREA / ff.. �, I�v ',...• ' /u;�' \ „� t wr o EX.GA / wn e s' W (Yet P 34°% j,v I zQ a z zti QQ E. �. LU w 1 I RAP E- / / > m �: Cats 0oci I Ao0El x LU Z N C IWLI F4 Z U3 0 N< .`� a c w z I— si z � DRAI� I NE, I NEE X I " DWG. - INITIAL LATEST ISSUANCE L,Ci NO. DRAWING TITLE ISSUANCE REVISION N0.6 DATE TI TITLE SHEET,GENERAL NOTES AND PLOT PLAN 12-13-25 1 105-02-25 5PI 517E PLAN O9_20_24 PGi�GC1,'4#0 23-024 EXISTING,PERCENTAGE LOT CCNd, 6E PROP05ED PERCENTAGE LOT CLJVPRAGF 6FA EXI GROUND FLOOR PLAN-EXISTING 12-13-25 EX.PROPOSED PLOT PLPLANEX.I Sly DWELLINGME)1225 SF EX2 EXISTING ELEVATIONS 12-13-23 E[POLES PRO,ECTS-23 024 I STY DWELLING, 1202.95 SF EX.I STY DWELLING 1202A5 SF TOTAL WITH INTERIOR ALTERATION 1225 5F OMOI DEMOLITION PLAN 12-13-23 1 02-21-25 SCALE I' 90•-0• EX.I STY GARAGE 501.3 SF EX.I STY GARAGE 301.5 5F EX.GONG STOOPS O SF EX.GONG STOOPS O SF AO 5GHEDULES,NOTES I DETAILS 12-13-23 DG3G\�i70LYJ6#o INFORMATION PROVIDED BY OTHERS FOR REFERENCE Ot•LY.5EE 516NED AND SEALED SURVEY OVERHANG 11.42 5F OVERHANG 11.42 5F NOTE, AI PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-15-23 1 02-21-25 I. BOARD OF TRUSTEES APPROVAL NEEDED A2 PROP05ED ELEVATIONS 12-13-23 1 02-21-25 TOTAL LOT AREA 6g53 SF TOTAL LOT AREA 6455 SF 2. DEG APPROVAL NEEDED 5. ZBA APPROVAL NEEDED A3 PROPOSED ROOF PLAN 6 SECTION 12-13-23 1 02-21-25 PERCENTAGE LOT COVERAGE 21.4% PERCENTAGE LOT COVERAGE 21.4% 4. PRO.JEC+T DEEMED DEMOLITION AND SUBSTANTIAL IMPROVEMENT A4 PROPOSED SKY PLANE DRAWING 12-15-23 1 02-21-25 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION ADDED TO COMPLY WITH FE14A GUIDELINES 6. FINISHED FLOOR ELEVATION MUST BE 6 FEET OR HIGHER I OP 9 el 89� 3vay `fr I�g ✓sm omim Aaa°au,uo i a� gwa nrxin.enulmercr use lWtYj •� '�m g!f FLOOD INFORMATION � REGONSTRUC-T EX15T STOOP p 195 5F a,u..v vwa.�„o,�rra�,.uum®c. ftv REOONSTRUOT EXIST STOOP >>N 1 REGONSTRUGTe �� e0 ePle%_•�••'-,�,. :��fty.2� ,o-,- @� EXIST STOOP 15.0 5F }r. ————— ----- ---- o'p3 W ---------- - to „ ;';fi'`�,;'•sd# NON-TURF MAINTAIN I1! s AREA 6RA55 xY.• AREA r 3:� `�/ * g I�.d " '� �• I 11� 350 5F p T p igp��9 °' �^F 4.>.. � ru ,•mom v �_ �i tt in fi 601 .ei y•m° ��i�rs e.0 � _ s o � 5 g� z 3 SO o g o a lulu mow.. A.) AaFA a 3 �!! `S�kRED ARCFrrT o „ M)QEWINGAaFA > I GRAPHIC SCALE I ross m m i �• o(02 . e.mn. •Au euvAnlxa aaearoruvw urn I �if!� i V auac�aoOc�ri 5394 L•3000(BOC�Q�R'INIC� STEPS L30�L•3C9GQDD v UUG 99�09 DN (%k�9,57r�9e0O.'+3Ek1 ————————————————————————————— SINK ---------------- ------------ NEIL- OI I I �---� I I I I �--------------1 I AIRED ARC I I \ MASTER L I I \\ BDRM KITCHEN I BDRM 00 I CLOSET - — —IEX. EX. 2'x8°I— I _ r——— ` / 12-13-23 155UED FOR PERMIT J 1'IRDEiR 61RDER --, \/ 03-24-24 REVISED PER TOWN L-- L— J L--J /\ COMMENTS 04-08-24 REVISED PER TOM / GOMMENT I / \ 0-29-24 REVISED PER BOARD OF TRUSTEES GOMMENT5 /' \\ 09-20-24 REVISED PER DEG / LDM APPROVAL``\ 02-21-25 ISED PER FIELD LONp ON5 I Y 03-03-25 UPDATED LOT GOVERA&E No // \\ STEPS II----- ---- ----J ---------------J I r ———— I I I I I I I I I I I FAMILY U ROOM I xo 31-10 I I I u�o I I I I I I I I I I IL------ ------ - I ------- - sTEPs DN W U W W rn X X. FOUNDA\TI ON PLAN FIRST FLOOR PLAN m F E O LLL. Uti 3 C)MU3 Od w� u z a Q a a 5DW@ E@U#. 23-024 (y''L1^.DD MILE. PRO.IEGT5-23-024 DD G3G.1G70L�C�#o 2OF9 digirlp a.YANK, &O.LL 213 GdOO6a1ra0O rA&WIRMUI G30�L•3C8CU1�DD,p117 99fl09 tail (�9,9729,034J4 T.O.WALL T.O.WALL — ELEV.g,_q„ ELEV.8'-9" fD ARC-, W T.O. ALL _ — T.O.WALL — � — _ — — — QF NE�� FELEV.O'-INISH FLOOR — — — — — — ELEV.FINISH FLOOFLOORO" 12-13-23 ISSUED FOR PERMIT 03-24-24 REVISED PER TOVN COMMENTS 04-08-24 REVISED PER TOM GOMMENT OH-29-24 REVISED PER BOARD OF TRUSTEES COMMENTS 09-20-24 REVISED PER DEG nFRONT ELEVATION LEFT ELEVATION APPROVAL �15 02-21-25 REVISED PER FIELD ' SLALE I/4'.I'-O' ` SCALE I/4'.I'-O' 03-03-25 UPDATED LOT GOVERA6E W U �z w t3}• Ip t3}• 12 z m T.O.WALL it — _ — — — — T.O.WALL [� O ELEV.8'-9" V ELEV.B'-9" _ T.O.WALL T.O.WALL ELEV. C12 O i i A E-E'�E. Z W z O FINISH FLOOR FINISH FLOOR p � X rt ELEV.O'_O" — — — — — — — ELEV.O'_O" C,6 W O 9 O az z a � PG10OdGC�4#e 23-024 ELEVATION R RIGHT ELEVATION @mIF0a196 FROJEGTS-23-024 � SCALE I/4'.I'-0' � SCAIF I/4•.I'-0 EX- DD L3L.1�OG16#o 2 5OF9 ,mv a.Kamm, &a m. REMOVAL NOTES: cu @Mglmcv D-I E45TIN5 EXTERIOR MOOD FRAMED WALL TO BE RFMOvW AS INDICATED INCLUDING MIS M L%H@CSC awRmul EUi NOT LIMITED TO ANY AND ALL BKTRICAL DEVICES,MECHANICAL,RX19I1,15.6TP. L"nw[guaNE&DD,HU 9lom W.!Ml%.FINISHES ETC. ((e�579e9`239 D-II T T I D-2 EASTIN6 WINDOWS SHALL ISE REMOVED!015CARDED IN THEIR ENTIRETY. ID-AlI �J�LSo I STEPS I I D-3 EX15TINC EXTERIOR DOORS SFW1 BE REMMED!v15LARDED IN THEIR ENTIRETY. I DN I I _ _ L�J _D_3 D-2 D 4 LIML TE-D TODANYI AND ALL EELEGTMCAL MD MECHANICAL,ILR.IM®IN6,ATED 6YF.Boni MISC. ,GYRED ARCy r , O\ r 1 FIN5FE5 ETC. G�5 4 z XTF, I L —, EXISTINI6 DOOR,FRAME,!FWREWARE SHALL 0E REMOVED!DISCARDED. D-b EXI5TIN6 WDOD FLWR FRAMING,SUPPORTS,PIER5,ETC.SHALL BE REMIND IN THEIR / ENTIRETY TO ALLOW FOR NEW CONSTRUCTION II \ Y D-5 D-z D-I3 I I \ MASTER / y L -- D- EX15TN5 ROOF FRAMING,SHEATHING,SHINGLES,CEII N5 JOISTS,t CEILING FINISHES \\ BDRM KI HEN // EDRM p_q O SHALL BE REMOVED!DISCARDED. ^l� T 0 HID-z QFN£� �I \ Ell YI/ I D-4 D_l E%snN6 P U BM6 FEATURES SHALL BE REMOVED t DISCARDED IN THEIR B THE D-13 D-4 I/ I-J D-10 \I I— O D-4 D-9 EXI5TIN6 KITCHEN APPLIANCES,BASE LA511ET5,WALL CABINETS,COUNTERS,ETC.SHALL D-5 L__, D-9 /I I °1O BE REMOVE)IN HEIR ENTIRETY. rµ' D-10 Oc�JUVLSo T. / L-' I I O FLOOR FINIL OR FINISHES SNLL BE REMOVED TO SUIFLOOR t BE PREPPED FOR NEW /// °9 r, D 5 p 2 OL3-24-2 REVISED E I D PER TD FOR OWN D- EXISTINS CONL.STOOP TO BE REMOVED 1 DISCARDED IN li5 ENTIRETY. I /J. I I OE.p5E7 \\I \fT �/ I /T D-a 04-05-24 REVISED PER TONN �r\ D-12 EXKnN6 BATHROOM FI%TR:ES SFW1 BE R@'AV®IN THEIR ENTRETY. COMMENT 1 I L1 D-13 E%ISTIN6 ROOF RAFTERS AND CEILING JOIST SHALL BE REMOVE?IN THEIR ENTRETY. 05-29-24 REVI5EO PER BOARD OF r \// II TRUSTEES COMMENTS II 0 Oq-20-24 REVISED PER DEC 1 D-4 APPROVAL W D-12 I E TO FIELD CONDITION EXI5TIN6 WALL5 AND ROOF NEEDED TO REMOVEDE REFOV I 11 OLBECAUSE OF POOR CONDITION AND ROT. 02-21-25 REVISED PER FIELD CONDITIONS I_J /\\\\ LL_JJ I 03-03-25 UPDATED LOT GOVERA6E I I II // LIVING \\ F�--� ---� I 15T 11 / \ p-a I I DNEPS ROOM I / H p_2 Ell \\ T-F-I Dl — L L L__ I // v-13 \\ J FOYER // STEPS / \ N DN ---_----_---_-- _----= p-4—r----J I D-a GENERAL REMOVAL NOTES: D-z °2 I.THE GENERAL CONTRACTOR SHALL VERIFY ANY AND ALL EXISTING UTILITIES,PIPING,WIRING,OAS LINES,PLUMBING LINES,ETC.THAT ARE AFFECTED ER ANY AND ALL AREAS C DEMOLITION.SAID UTILITIES °2 I FAMILY lYl D-2 SHALL lO TERMINATED IN ACCORDANCE WITH APITION W E CODE ,�fim'YJI. RAM p-1 ,,Lf��fffJ111,,, PROVISIONS PRIOR TO PROCEEDING WITH DEMOLITION WORK. 2.ANY AND ALL REQUIREMENTS INCLUDING BUT NOT LIMITED TO 05HA AND NEW YORK STATE&WILDING CODE REQUIREMENTS FOR F�'_Y{, IK4JI DEMOLITION WORK 5HALL BE ADHERED TO FOR ALL WORK ICI yyy PERFORMED IN GONJJNGTION WITH THIS PROJECT. 3.GONTRAGTOR SHALL VERIFY ANY AND ALL BEARING PARTITIONS Yu��IIII PRIOR TO CONSTRUCTION.SHOULD ANY 15ERIN6 PARTITIONS BE L _3 _ J REMOVED AS PART OF THI5 PROJECT,CONTRACTOR SHALL PROVIDE W ��—'�-P=�-F= �'`�r= ="a J TEMPORARY BRAGIN6 UNTIL NEW WALLS OR SUPPORTING MEMBERS CJ D-2 D-2 D-2 D-4 29 STEM D-2 D-2 D-2 D-4 D-2 D-2 D-2 ARE IN CE.NOTIFY ARCHITECT OF ANY AND ALL PARTITIONS THAT ARE TO BE REMOVED 50 THAT ADEQUATE6 W DN I ENGINEERING SUPPORT MAY BE PROVIDED AS PART OF NEW W A I D-II I CONSTRUCTION. z L——___L J_J a.CONTRACTOR SHALL VERIFY AMOUNT OF EXISTING WALL FINISHES TO BE REMOVED FROM WALLS THAT ARE TO REMAIN.SAID FINISHES TO BE REMOVED MAY INCLUDE EXISTING VINYL WALL GOVERIN6, PANELING,ETC. E d Z 5.ALL MATERIAL AND OEBRI5 REMOVED FROM THE SITE SHALL BE z LEGALLY DISPOSED OF BY 6.C. 0' , y 6.ALL PLUMBIN6 WORK SHALL BE REMOVED AND CAPPED IN E~-1 rn�[_ ACCORDANCE WITH THE PROVISIONS OF THE NATIONAL PLUMBING H�' w Fi ZO CODE AND ANY AND ALL LOCAL REQUIREMENTS. nPROPOSED REMOVAtL PL^N W F ALL ELEG RIG WORK SHALL BE REMOVED AND TERMINATED IN 0 x ~ AOCORDAN THE WITH THE PROVISIONS OF THE NATIONAL ELECTRIC 0 0 J SCALE I/4 �14 CODE AND THE NEW YORK BOARD OF FIRE UNDERWRITERS. 6.O.C.SHALL PROVIDE TEMPORARY SUPPORT OF ANY E ALL UTILITIES, E.ti F W PIPING,CONDUITS,THAT 15 AFFEGTED BY THEIR WORK. 9.CONTRACTOR SHALL COORDINATE W/OWNER THE REMOVALS OF O 0 0 En EXI5TIN6 ITEMS THAT OWNER MAY WISH TO RELOCATE/REU5E. 9 Od ao Pz ate'-. DGiDOdO2@V#a 23-024 P&P[POLE, PROJEGT5-23-024 DG3a1WOfN�C#o 4OF9 TABLE 3.1 FASTER6LNEA EFOR 6TUCURALH@BERS : nFlH1BER ANO TYPE of RIDGE STRAP5 AT EA. Jo1Nr DESGRII'TION FRAMING NOTES FASTENER full sPAcins SIMPSON LSTA 30-186A. ROOF FRAMING 2"x H"RR®16"O.G. RAFTER. /�Oo Rafter to T Plate Tae-n.11c 3Htl rafter I. ALL FRAMING LUMBER TO BE GRADE STAMPED DOUiSl FIR-LARCH TYP.ROOFING Dell Jobt to T Plate Toe-Halle 30e olst STRUCTURAL GRADE NO.2 OR BETTER Gcll J.Ist to Parallel Rafter -r:alle 4-I6d eachal, 2.ALL EXTERIOR FRAMING TO BE STRUCTURAL GRADE GGA TREATED LUMBER. Coln Joist L er ParNHons°G -rialled 4-I6d each 3.ALL SHEATHING TO BE AP.A.RATED,EXPOSURE I,1/2°MIN.THIGKNE55. I'MIN.AIR SPACE 2°x4"COLLAR TIES AT Lollar.,I to-,,a,c ce-Halle 4- er tie PERIMETER PANELS AT EDGE OF ROOF 1 WALL CORNERS TO BE NAILED®4"O ABOVE INSUL. 16"O.G.3"DOWN Blackn to Rafter -Halle 2- a herb ALON6 ED6E5 Q 6'O.G.IN FIELD W/SOLID BLKG.UNDER ALL SEAMS. BETWEEN RIDGE AND Run Board Rafter°C tl-Halle 2-16e each orb 4.USE SOLID BLOCKING OR X-BRACIN6 BETWEEN ALL JOISTS.b'-O'MAX.SPACI WALL PRAMIN6 5.PROVIDE DOUBLE FRAMING UNDER ALL POSTS a PARALLEL PARTITIONS. CEILING JOISTS. To Plate to To Plate ° -hall 2-I6d er Foa! b.ALL FLUSH Wm.CONNECTIONS TO BE FASTENED W/RATED GALV.METAL T Plate at Intersections Toe�.".a 416tl olnts-epch sae CONNECTORS BY SIMPSON(OR EOUAU. Swd to 5W. ace-none I6d z4•o.c. 215 G700I%(IT@3n LAMC%MUL Header to Header Face-raned 2-ibe I6'a,.a1 LAG BOLT NAILER W/(2) GdOtv/C#C2CJ(UQDD u mv 99fJ09 3/5",P x 4 1/2"BOLTS®52"O.G. C39g,9di7"� yeU T err Baltam to 5eva ,anetl 3-1 d e'2xt;d GLAZING NOTES: 4-I6d er 2,b stud Bottom Plate to Boor Job",Boa ist,BId tit or bloc ace-nail - er foot WINOOW5/SL.6L.DOORS AS MAMF.BY MARVIN,INTEGRITY W/ TYP.EXT. -- TEGO EA.R.R.TO 2"xb"NAILER MAIL. FLOOR FRAMING IN5UL.&LASS,IMPACT RESISTANT 4 Pi(514 PRE55URE RATED AS REO'D WALL(2°x4" �J�LSo Joist W 5lll To Plate err 6Tder Toe-nalle 4-Bd er olzt BY CODE QR USE:STRUCTURAL PANELS FOR STORM PROTECTION- O IN ATTIC --- O Brb to Joist Tpevlallea 2-Hd each end PROVIDE PRECUT,PREDRILLED PLYWOOD,T/16°THICK. SPACES) ,�YLLED xIQ�.H\ Bloc to IIt oe-none 2-Htl en INCLUDE ATTACHMENT HARDWARE \S Block to 5i11 a T PlateToo-1. earn block 2 1/2°NO,5 kV.SCREWS 0 16'O.G.F/SPANS UP TO 6 FEET, �G Lea er Str to Elean Face-Haile 3-16d each oast AND 0 12"O.G.F/SPANS BETWEEN 6 C H FEET. E - Jote on Beam Le er to oe-one 3-Hd r obt BUILDER TO VERIFY 4 CONFORM TO ALL REQUIREMENTS.REVIEW OPTIONS ' Eiab Joist to.blot F a-rapeU }I6d IpIr— WITH OWNER. Band Joist to Slit err Top Plate -naked 2-Ibd a ols! ROOF SHEATHING r PANEL:PROD.ILL LEE FE-FRAME TRIM(ALUM.Cl TO ATTACH PROTECT 4r PANELS.PREDRILL HOLES F/HARDWARE,PROV.PLASTIC INSERTS TO PROTECT G Structural Panels ed 6•ad e/6•Neltl FROM WEATHER,ETC.(VERIFY DETAILS) 01a oat Berard Snearht '�' pZ85TG p4 V.10 or I.1d 2-be orb MAINTAIN I'CLEAR I°xio°or wider 3-Ba or FOR VENTILATION. CEILING SHEATHING er NOTCH RR F/ 2+ W.II d WALL SHEATHING Se coolers T e e/10,Fnie SHEATHING TEGO +R,p CLIMATIC � 6EOGR�PHIG EA.JST. 2-SIMP50N"H2" Structural Panels 8tl 6.edoo 12"field DESIGN CRITERIA: � (ONE EEACH SIDE)&"O.G. Fiberboard Panels 9) fl(120 T/I6' 60 3'e e/6'Field 9 c�UJc��UJL1L5 2s32' 8cf 3'edatI/6'F.I. 2°x6° AMERIGAN FOREST AND PAPER ASSOCIATION(AF&PA) R-301NSUL.J GJ. 12-13-23 Sall FOR PERMIT am wallboora 5d-Tall -r ea a 10°9ele WOOD FRAME GON5TRUGTION MANUAL FOR 03-24-24 REVISED PER TOWN Hmv and 8d 6"ee a 12"Heltl Paftidebaartl Panels Btl b•e e/1r field ONE AND TWO-FAMILY DWELLINGS.(2001 EDITION) LOMMENT5 Da I B.ara sneaw TYP.ROOF_nES: 04-0H-24 REVI5ED PER TOYU! I'x6'or 2-8d t 51MPSON'HT' I'-q• COMMENT •xio• l 3-ere art CONNECTORS 0 lb"o.G. 08-2q-24 REVISED PER BOARD OF FLOOR SHEATHING GROUND SNOW LOAD 20 PSF U.N.O. X4 TRUSTEES COMMENTS Snvcnmal POIe15 orN of zamra..o 150 MPH(3 SECOND GUST) Oq-20-24 REVI5ED PER DEC 1 I Be 6• e/12•He1e rota z�,r APPROVAL eater lotl 6•e e/6•Neltl WIND EXPOSURE CATEGORY B(SUBURBAN,SEMI-WOODED) Dior.na1 Board Sheathl SEISMIC DESIGN CATEGORY G O O '-O° or^rxb" xB° - per suppor 02-21-25 REVI5ED PER FIELD CONDITIONS x0 or w1 er - r support WEATHERING AREA SEVERE U.N.O. 03-03-25 UPDATED LOT COVERAGE ROOF SHINC-LE5 I ICE SHIELD YES As It ro.F sht les 6aly.stl.min.12 q.shank W a min. da.head.Fastener shall penetrate FROST LINE DEPTH 3'-0' Pha ^9 through the rooNCig terlals one a min.of 3/4'Into roof sheathing and shall ooF manufacturer and rovlde no less It—4 fasteners er Itrl shin le. TERMITE AREA MODERATE TO HEAVY NailNg requhements are based m wall dnINirg dolled 6'm center at ue panel eage.IF wall sheathing Is ailed DECAY AREA 5L16HT TO MODERATE 3'm center at the parol edge to obtain higher shear capaetles,snug requrementz For sWctural meMxrs shall I d 'd,or.Iterate connectors,such as shear plates Ilan to used to marrtam the load paN. WINTER DE516N TEMP II +Wien wall sheathng Is continuous over comectea menusen,LFe tab.Ilatee rnmter of nails stall be permit[etl to be DOUBLE TOP PLATE reduced to I-I6d Han per foot. NOTE:ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE WITH THE G O D E REFERENCE NOTES: HEADER REQUIREMENTS OF THE TOM OF SOUTFiOLl7 AND THE FOLLOWING: Q i FULL HEIGHT THI5 APPLICATION/PROJEGT WILL CONFORM TO THE 2020 RE51DENTIAL _ i STUD CODE OF NEW YORK STATE i&W.9 at has d-tocattoas shall have gWh?prolad.h cmfarlimce with 608.In general,glang in - a11 doors ad FEW Ilde paels,61azngs toss thm 60 above svfaces of Wz shavers,etc.6twN with 24' ENGINEERED 5TRUGTURAL COMPONENTS A5 PER ASCE 7-10 anc or doors h data pasttkm Wth sins kh Um 60'drove Floor.6a&T over q squae feet ad less than IB' I "x 18 GAUGE HEADER TO STUD: al WIWI floor.6lazhg rwa stahwa¢/ladrg..See tarylete led of R30bA 6bzhg fan speclFks m J4 JACK STUD CODE COMPLIANCE: Iocatbre are a plwe. STEEL GOLIED BY 5IMP5ON LSTA21 CONNECTOR THESE PLANS HAVE BEEN PREPARED UNDER THE 2020 RE5IDENTIAL CODE OF NEW TYP.FLOOR STRAP NO.GSIB W/Ib-IOD FASTENERS YORK STATE.ALL DETAILS AND INFORMATION HEREIN 15 CERTIFIED BY THE R308b 5411 fits ad sloped glazing shall comply with thts eectim ad have Fully te,gg al gimhg. J0157 BY SIMPSON LISTED DESIGN PROFESSIONAL AND IN COMPLIANCE WITH THE FOLLOWING: UNDER JOIST(12° R30q Game hg protectedn ad sepadbn requred W to m robed and h toHamaee Wth fL30q.6aage END LENGTH)lb" WINDOW SILL I. 2020 INTERNATIONAL RESIDENTIAL CODE FOR ONE AND TWO FAMILY HOU5E5 floor oaf- II i c sloped to facilitate Fhe movement of loplob to tran to. d fk mah v&Wlo v*3 O G PLATE 2. 2020 NYS UNIFORM CODE SUPPLEMENT doolwa). 3. 2020 IEGG BOX BEAM. STUD TO PLATE, 4. ENGINEERED STRUCTURAL GOMPONENT5 PER A5GE T-10 R510IJ All emergeay escgle ad rescue opmhgs shall have a tb-InI clew opmhg of 5.1 squme Feet. MATCH FJ SIMPSON°HDUS"UPLIFT 5. WOOD FRAME CONSTRUCTION MANUAL 201&EDITION FOR ONE AND TWO STORY 24'mhbun clew apaih'9lely 20'mhmm clew opmhg kith,44'max still tagrt. w FAMILY DWELLINGS CONNECTOR W/g"PIA. U THERE SHALL BE NO DEVIATION IN CONSTRUCTION PRACTICE FROM THE FINAL,INSTALLED STAIRWAYS,RANDRAILS,6UARD5 SIVN.L BE INSTALLED IN FILL CONFOw-IANGE WITH T111M TYPICAL AT CORNERS z RC5PEGTIVE CODE SECTIONS.ARGHITELT 15 NOT fiE5POFEIB.E FOR Tl INSTALLATIONS. OF BUILDING AND AT �w REQUIREMENTS OF THESE DOCUMENTS. END5 OF SHEARWALLS. w A R314 Stahl stall rot be toss than 36 hKhes n deer'width a[all Mz above the t[W had.l hele�[ BOTTOM PLATE z MATERIALS SHOWN AND SPECIFIED ON THESE PLANS HAVE BEEN CHOSEN BASED and below Hide requred heal-aan Eel fd.Il lis stall rot pmpct�mare thm 45 lxte Mans elthar :'d tk ON PERFORMANCE DATA AND MANUFACTURERS RECOMMENDATIONS.AND b ere the mhinm clew ubth of the sWru [ad below the hatrall ta !W treads ad Law 5055TITUTION5 WILL BECOME THE BURDEN AND REA50NABILITY OF THE s n'1 °° CONTRACTOR TO VALIDATE THE COMPLIANCE WITH CODES AND TESTING IaM shall ro!be less FEED 315 Whes uFere a II 15 Wtalied m me side ad 2T Ethos 0l ha Yalls Lu PROCEDURES,INCLUDING THE PRODUCTION OF AN51 TEST RESULTS,AAMA TEST ere provided m both Itaes.Ti maxham riser hekjil Ita11 be 525'ad Bie mnhan tread depth shall be 9'n raw Q RESULTS,ETC cadamance with R3142 Mnhrtm heo&-6'V.All slain Ihdl be pr ktod with Ilh lootkn h acamdmce with ..I S xtlan R303.4.EMosed aaessble spore vder 5WIrI shop hove walls,vder stall 5.1fae ad erg soffits z wF.r .ti W protected m the enclosed slde u1h V2-rM gp1 board. -OR.y x R315.1 Fhrd-ailz Favrg a mhnun od maxhan Eel fits of 34 FMes ad 38 MJns,respecllvely,measved H-1 U3 GENERAL NOTES eHkal�fr �eWg of me trea�hall be p avid m d e�laro Ide of I�nwa.NI eghed w hop rl-slI be earithuous HIe all Ielgtti of lta stars uM taw o more rises From I pain[drec[a a hdl the 0 x top riser of a fill to a poFt tlreclAy dlwe the bwest rher of the Flight.Gds shall be rely t I shall E„ ,� O FermWte h newel posts a safety termWls.Fkrd'alls WJacenl b a wall zfnli five a spce of rot less than IS w 00 I.All electric wok stall comply with the Natbrol Electrlce Cade.Electrkim shall obtah fire vderwlters kxFes(38mn1 between the call ad the handrail.The Irndgprporum of Ian olio shall have a chalet moss La O taw Z zectbn or M�z mhVam to 2-5/H Mes mamas.Edge adLs d/H'. certlftate For all Ilecfrk wank a i Ilnall Id It to ower.Provide all outlets ad}xictkn boxes required Q E"t-E N For all cpplimces,pvrps,egopnnnt,etc.Cmtactcr shall review senke requrementz,all Ikhtrq auttotz, R316J Esrrds ere to be a mhhun of 36 YrFez(g141md h he t. oleo of slaws ullh a total rise of more ce Fixtues,phorn Jacks.T.V.cable Jacks,etc.with over as required fan fhe fan Wtailatlm ad solllfactlon kJ' 0pe^s w z O W of ownrs requrcoad5 aid code compllmce ad shalt provide sane.Ptah Is rat responsble for Item 30 hxhaI dao'+e the floc or Bade below shun Ewa gads(each side)rot I..than 34 hides ri het f t 0 0 C7 U electrkal des Fa thk t h meowed vertkally Fran[ta ro5hg of the treats.(Second stay Twos me recommended to be highs) Q a u apac ANCHOR BOLT: 2.All pl I, wank shall comply with the rbtbrol Rurbvig Code ad all local codes.Cmtracta shall 5/b' QF review with the owner'tk requrements for pembhg Wtallalbns Mludhg brt rot Ihuted to fldves,trM, R3N.1 5hgle ad nultple-sFntbn smoke alatrc slnn be WtanW h each stoepng roan atslde of eali 5epaate 5/H°D1A.4H°o.e. TYP.HOLDDOI+PLS: O d Q I ea h Fhe tmrAbte vkrti f the bed-oan,m eat,oddEianl s F the Gull Khd f7 acessaks,etc ad requrements far water 5ervke ad ol= hot water.Architect k rot respaelble z eepig a ty o terry o ig, hg COORDINATE PLACEMENT BY SIMP50N,HD2A CONNECTOR W/ Qi W f Iimbl terns n sit.Lontrm[or shall Ide sal tom h accordaroe with the bwements.The slam devkes shall inn titer-I' n such a manor that the mtNatim of aro slam will "OLD DOWN BOLT5,VERIFY 14-5053 5GREWS(OPTJ AND EXTENDED O p activate all of the alo to In He rdNldual it.The alam shall be cleat mdble hall bedroans aver bacnaxd _ i 5/H"BOLT FROM END WALL a z o approved site plan ad shall comdimte all nspec[Ims required m approval of satin.Pnd y BOLT TYPED=MBEDMENTJREBAR Mkat fMl tank locatims•Jioll be Lmtractor shall Ide stry Ifh roue levels with all htervmhg doors closed.All smoke gloms 5ha11 f 1151M ad Itolll h accordaee with (SEE FND.PLAN FOR LOCATINS) w zvvdjs trg hl awnrz z-rveyx. prw eya'u ETC.BEFORE CONSTRUCTION O I O Mamatkn m r bed. the pr tIIote of this code ad the ha Fold Frewanrg equipment prw6IIII of)FPA12. _ _ TYP.SUB-FLR. TYP.SUB-FLR. 3.Ail H.VAL.wok shall cortply with M[kle 10 of the NYS.LFUFam FFe Aeventkn orb Buldhg Lode ad R31q.12 Nall ad cell fh5fies rot Inc" oer,ad whda.franes shall have a)lane ead TYP.F.J. TYP.F.J. 6wrgJ Lode.Cantracta-shall review all mechankal systems with over Fa type of system to to pravlded n9 I"dIg (IE.all,gas,a electric hot water or air,e[e)IreWding air caditlgilrg requirements.Architect b rot clmslfiwtbn of rot Beater than 200.Wall ad eellkg Fhlshez shall have.smoke-developed hdex of rot -Uq"x 18 GAUGE STEEL respms6le Fa healing a air coneltbnhg systems n oy cryacity. Ye^ 450' GOLIED STRAP WRAPPED I-"x 18 GAUGE STEEL sT 4.aunt shall obtain ay ad all requred permits print to albwtrg contrafos to proceed Mth ay of R322.A vq-relader shall be WlaIIW m the wan Ilter sole of nwlotbn. UNDER SILL AND OVER GOLIED STRAP WRAPPED (5 4.work. RI001J Mmmy ehlmeyr stall be caaV t A adored stpp.W ad rehfaced m requrd h fhb drpter UNDER SILL AND OVER ad the Ikdtle klole d 3,4,ad b with Ikabie clemaees fa tanW,tbles ere EAGH STUD H/12°MIN. 6 5.Aft Ilse rook ilclodrg_Il:cq system,utnrttes,easements.setbacks,eleva[bro,traMge,retainvg frLS WP Frar Oa' WP 57UP BEARING.NO.C518 EAGH STUD IN/12°MIN- I,et¢.shall be In accordaue with o site plan prepaed by the owu;rs suveym.the Prchilect Is not tOPPI^9 BY 51MPSON STUD BEARING.NO.GSIB respmsble fan site destgs of ay type h ay capacity. Y 5IMP50N b.All work Iha11 M perfarmW by Ikerised controCta'z than ere expertoroW with the f wank Ix RBOTJ Attic access.Pa attk access openhg stall be prwolee to attk gem tta[exteW 30 squae feet ad ° n9 have a vertkat he t d 30 tidies m ter.The r frmed M slnll dot to toss thn 22 Wles 30 R-30 INSUL. R-30 INSUL. QO ul][�#e 23-024 performed.All contractors shalt mohtoh Ilrbiity Wvaee aId workers empeaatkm Waau n � 4L° oc'�- �^ Uy W/VAPOR BARRIER UP W/VAPOR BARRIER UP wmec[lon ullh all work berg performed n proJec[. Mhos ad stall ba la a n a MllwoJ a other r,dT4 accessbto locdk A 30-nch mnnun uid>slrvclyd T.All terlais,stems,equipment,flz4res,etc.shall to Wtalied n strkt cwnpllaxe with the hw V-h Hie attk Space s1n11 be provided a[some poet drove Uto access opatN.See sodlan M1305J3 i Fa access re lra e s whore niuhmkal e I t Is located In dbc. u mmuFacWrers written speciFkatbns ord Wtallptlon Wtructbrt hcludkg all cieaoices For service,ek. 4u quP ^ TYP.END./FT6. TYP.FND./FT6. p B.All contractors shall warmt theh cork h wQhg to the o..uier fan a mW perbd of tw yeas. _, GRADE 6°�701R. PROJEGT5-23-024 q.The ArdJtmt shall rot Ewe cakol ar change of ad shall rot be respmsble fa crostnx[bn Items, R80B.1 Gadzslble Frubtbn shall be sepaated a m.i� of 3 Mies from recessed IkPN Fldcres,FED motors. GRADE method',tech ocedres,a fan safe F tomectbn wRh tin wrk a Far aid other hedpretllctg devkes a sepaated I. aca'd-wkh tta cordRlore stpublaJ h Hie fIAh Imilq EXP.Ji. PITCH FINAL GRADE EXP.JT. - acts m anbsi of the confractmastbcon[rm[ors m a Ham F the work m fa'Hw Recessed IVjhtrg Wtalled n the bulWhig theaml emebpa sigh-I fha re cements of 5edb^NIt013. d d ay persm pe Ing ago 4 AWAY FROM WALLS TYP. PITCH FINAL&RA FROM WALDS TYP. DD°GHQ°�O 1(V.IC'9#o Fallve of aiy o m to carry dot the wa�koh ordove WN fhe htent of tho wntract doumimts h that DESIGN LOADS: 4"3500 PSI GONG.5` Bald reaporsbll Is Hie Sole resporebill 10.All ex[rslor doors,rooFhg shhgles,trill,Iid ng etc.shall be reviewed ad approved bj owlet. e Q o b II.Ail h G for Fnishe5 YicWdhg rot rot Il to walls,fl-N.[III,etc.stun be reNeued with ad LIVE DEAD m m AA IZ All a bJ ownr. fire t Shely kltdien 2"x4" 2'x4° 12.All tI,holmrg.h tit.-Items Mluding out rot IMlted W dons,trM, p aces.c ose Ing, 20 10 ROOF.=LOAo KEYWAY 5 4 KEYWAY 2 ' c�hets,shelvhg.hmdwae,ek.shall be reviewed"11h ad ryp 1 N ownr. ,Ia nitro 0.there edst" III,posts etc.ere removed It b the respaebllibJ of Hie contractor to prwde 40 10 DECKS/PORCHES ° c 0 lenporay support,shxrrg,tracrg,etc..requred. H'xlb° 40 10 ROOMS OTHER THAN SLEEPING ROOMS FOOTIN 30 10 SLEEPING ROOMS 20 10 ATTICS WITH STORAGE 10 1 10 ATTICS WITHOUT 5TORA6E 5 OF 9 33-2° 2'15' 5'-10' 14'-10° II'-10' 21-6' 2'-8° 3'-10' M2 2'-6°x 6'-W SELF NEW 8•GMU WALL ON m CLOSING DOOR c9Cfff�C°.Q°`/^ C�.ly Q,O.L°. r----- axle __ AG1GG[Iglm@v FOOTING AO'A 7'-10° 6'-10° 5'-0' LI r- WORK 118 5F I - - - - - 213 G30°a OG�x AWGOUIE __J 1 C-7- L------------- pOb(�L•3C-0LADDo WP7 99fl09 " rEPDXY Ito-- -- __-1 r-------1 - I � ¢g' rvA.�2?5 REBARO 12' L-------------- ry I , U Gt ll55 0I2 0I2 N OZ.VERT. �JI S/=\LS° _ _ _ ° MIN 4° EMBEDMENT 3j°x 5 j'ML 13�v N I EPDXY M4 12' I L ry I i- L1 I 1 ry tYgED ARREBAR MASTER OG.VERr C BVRM MIN 4• n EMBEDMENT - 0 \ o Y 1 I NEW a°CMU \ . 1 WALL ON I I a \ iv `�-(i x_m axle z a J U 4110' 2 _ FOOTING -_I ;2I ILJ U Ti CE \ �o CErILIN G U OF NE�v AG F,-0° 101_1. F m. 6�Oq� 2OOR°,RN -fj a `\ WD n +I L--------- ---J -------J ------------ 3'-0• .ry \\ �/ 1 m 2'-0'WIDE x 1'-0°DEEP HAUNCH ----J Q TYP.AT WALLS ABOVE • �� 7 MUM. nM. J III III II:: ry T �\ ` F TUB ��V ° _ _- ---------- -------------------1 F-------1 p LEHPJNlx m r I x UN 12-15-23 155JED FOR PERMIT I(I \ U 03-24-24 REVI550 PER TONN - I Idi I o N \\ COMMENTS RE `Q 23'-2• L-------� 'ry , p / \ iV iTv- COMMENT PER TOM o8-29-24 REVISED PER BOARD OF _ RAISE EXITS WALL MIN 16' L _-____ L----- / \ TRUSTEES COMMENTS `I IJ: u4 REBAR a 52.O.G.FILL -I x Q /4 \ 09-20-24 REVISED PER DEG GR 1 4 SOLID WITH I III -I C IINS APPROVAL Y ---- METNOWALLIC,K NONOUT . /EX.2'xb'FJ I V [�QQLf \ Ig�^'n .J 02-21-25 REV15ED PER FIELD / O I6°O� ExAGAVAT® DONS VENT T I /F \\\ 1 - FOB 4 03 03 NOII25 UPDATED LOT COVERAGE I6'XI6'GONG L PER ON 4°GONG SLAB ON GRADE 3500 �,_-_ -I N FIDE � I // ttf \\ 24X24X8 P51 GONG. W/6X6 IOAO WWM 6 161XI61 GONG I I Q[ ry \ ALI6N x - L FOOTING Q MIL VAPOR BARRIER ON 6' PER ON ry COMPACTED GRAVEL FILL 24X24)0 r----- FOOTING I.: (3 _ 14'K11-7/8°LA,2AE61RDLR � _ . :. cz 1 _ I .. 1 O O, - / H 0)1'x 115 STL RATE J L L, 4XIO F* \\ 4X10 POST tt I^ COMIPAGT®BACXFILL AT U / C FAN EILINSS\\ r ' I FOUNDATION PERIMETER MATH I o P�TIoi2'uPTs®as% A N m // \ \ _U A O O uN A-b I - tR IL_________ ______ _____________ ________JU 3(i°x 5 k Ml-I3 FDR 3>I•x 5 k 13 HDR % 55 FWf-26016 ________________ f-__-_,__ r___--__--------- AFZ251 AR251 GAR251 CCH151 Q FKT 4-606 AR21 AR21 I AR21 AR21 0155 CI55. C11 6 C155 C155 I I I I Y i i EXAG A = i Y AVATB7 m '^ I-I I I I" I_L_____J-I 111 III U 4'-6• IV-4' 13'-4° 5'-0' 7'-2° 6'-I• 6'-8° 6,_2' 7'-I° (�s9 W z� 42'-8° 33'-2' W zAz ai � B e dx�rn O A-6 A-b z'Fr EGEND: O:4 z F a'POURED CONCRETE ------ W Q ----- NOTE, FOUNDATION WALL. 1. OF E Z nPROPOS�D FOUNDATION PLAN �� NEED 2'zb'OR 2'z4"HID FRAMED nPROPOSED FIRST FLOOR PLAN 2. DEG APPROVAL NEEDED w o o �� WALLS®Ib'O.G.W/1/2' 3. ZBA APPROVAL NEEDED (�p �y Q SCALE I/4' I'-0' 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL F cq F ((�� SCALE I/4' I'-0' G.W.B.EA.SIDE IMPROVEMENT Ca (�.a q LL NOTE a 2'x6'OR 2'x4"WD FRAMED 5. HOUSE MUST BE RAISED AND ADDITIONAL FOUNDATION W z'""I O S LL- WALLS G IS'O.G.W/1/2' ADDED TO COMPLY WITH FEMA 6UIDELINES U3 O Tn SMOKE ALARM TO CONFORM WITH R314 OF THE 2020 IRG.CARBON MONOXIDE G.W.B.EA.SIDE LL 6. FINISHED FLOOR ELEVATION MUST BE 8 FEET OR HIGHER Q ^ DETECTORS TO OF THE 2020 IRG AND SHALL COMPLY WITH SECTION 915 OF THE 2020 Qy F FOUNDP'IT ON NOTES: NOTE WWS TO CONFORM WITH R310.2 OF THE 2020 IRG WHERE APPLICABLE �5D SMOKE DETECTOR g 1.ALL FOOTINGS SHALL REST ON UNDISTURBED SOIL OF 2 T5F ® CARBON MONOXIDE FRAMING NOTES: p"z BEARING CAPACITY,SUBJECT TO CONTROLLED INSPECTION. DETECTOR I.ALL FRAMING LUMBER SHALL BE GRADED STAMPED DOUGLAS a.ALL FLUSH WOOD CONNECTIONS SHALL BE FASTENED WITH W D- CONCRETE NOTES: F RATED GALVANIZED METAL CONNEGTOR5 BY"SIMP5ON"OR 2.KEEP FOOTING BOTTOMS WELL DRAINED UNTIL FOOTINGS ARE EXHAUST FAN MIN TS CFM FIR-LARCH STRUCTURAL GRADE N0.2 OR BETTER. APPROVED EQUAL. IN PLACE,RUMP AS REQUIRED. L ALL CONCRETE WORK SHALL CONFORM TO AGI 301-99; y CL CONCRETE SLABS SHALL BE 3500 PEI STONE CONCRETE;ALL ADD TOP PLATE A5 2.ALL SHEATHING TO BE APA RATED,EXPOSURE I.5/b"MIN. 3.MO JOINTS IN FOUNDATION WALLS SHALL BE NO REQUIRED TO MATCH 9.PLYWOOD SHEATHING TO BE NAILED WITH aD 0 4"O.G. THICKNESS OR AS NOTED. q L7 MO EXTERIOR CONCRETE WORK SHALL RE THAN 50 FEET APART AND NO LESS THAN O°FROM ANY SLABS ON GRADE SHALL BE NORMALL 4000 PSI AIR-ENTRAINED.WEIGHT CONCRETE. ADJACENT WALL T.O.W TO EXTERIOR ED6E5 AND 6D 612°O.G.INTERMEDIATE. (U G PIER. REINFORCEMENT SHALL BE CONTINUOUS THRORC)UGH BE 9'-O° Ir CONSTRUCTION JOINTS.DO NOT USE HORIZONTAL CONSTRUCTION 2.ALL REINFORCEMENT SHALL BE DEFORMED TYPE 3.ALL 5UBFLOORIN6 TO BE APA RATED STURD-I-FLOOR. 10.ALL ROOF RAFTERS SHALL BE ATTACHED TO THE PLATE AND JOINTS. INTERMEDIATE GRADE NEW BILLET STEEL CONFORMING TO A5TM EXPOSURE I.3/4'MIN.THICKNESS.ALL EDGES OF PLYWOOD TO INT. FINISH NOTES STUD WITH GALVANIZED HURRIGANE TYPE ITI CONNECTORS BY 4.SLABS ON GRADE SHALL BE PLACED BY STRIP PLACING A-615 GRADE 60. BE SET ON SOLID BLOCKING.GLUE AND NAIL PLYWOOD METHOD(MAX.WIDTH 30 FT.BY INFINITE LENGTH)WITH CONTROL 3.TEMPERATURE REINFORCEMENT,SPLICES,SUPPORTS FOR SUBFLOOR TO FLOOR JOISTS. "SIMP50N"OR APPROVED EQUAL. I-ALL 5PACE5 WITH AREA OF WORK SHALL p°rl�,O°JCG4#°° 23-024 JOINTS(SAW GUT)MAX.30'-O°O.G.;CON5TRUGTION JOINTS SHALL REINFORCEMENT SHALL CONFORM TO REQUIREMENTS OF AGI-315 RECEIVE N GOAT OF PRIMER AND(2)GOATS II. ALL PRE-ENGINEERED LUMBER 5HALL BE"TRUSS JOIST'TJI BE LOCATED ALONG LENGTH OF PLACEMENT AND AT ENDS OF MIN.OF INTERIOR LATEX PAIN(BY 5HERWIN 4.ALL HEADERS b'-0"AND OVER SHALL BE SUPPORTED WITH 4.CONTINUOUS REINFORGEMENT5 SHALL BE LAPPED 4a PLACEMENT, wILLIAMs OR APPROVED EQUAL.(DOLOR BY DOUBLE UPRIGHTS,9'-O"AND OVER WITH TRIPLE UPRIGHTS.ALL SERIES WOOD-I-BEAMS AND LVL PRODUCTS OR EQUAL.ALL DIAMETERS AT SPLICES AND CORNERS AND HOOKED AT NOW ONNEW HEADERS SHALL BE A MINIMUM OF 2-2X8 OR AS SHOWN ON JOISTS,61RDER5 AND HEADERS SHALL HAVE BEARING @A@ F�OdC�3B PROJECTS-23-024 CONTINUOUS ENDS OR EXTENDED 24 BAR DIAMETERS UNLESS 2-ALL GEILIN5 SURFACES SHALL RECEIVE U) STIFFENERS INSTALLED AS PER MANUFACTURERS OTHERWISE NOTED. DETAILING OF ALL REINFORCEMENT SHALL LAYER OF I/2'GYP.BD.Hi(1)COAT OF DRAWINGS. RECOMMENDATIONS.WEB STIFFENERS SHALL ER REQ'D AT ALL BE IN AGGORDANCE WITH AGI 5P-66.(ba) PRIMER,Alm(2)GOATS OF SHERWIN WILLIAMS OPENING SIZE LOCATION HEADER SIZE MINIMUM BEARING INTERIOR LATEX PAINT,DOLOR TO MATCH 5.SOLID BLOCKING SHALL BE PROVIDED FOR ALL JOISTS AND LOAD AND BEARING POINTS AT A MINIMUM.A 51NOLE 1-3/4'LVL 5.PROVIDE TWO N6 ALL SIDES FOR OPENING5 IN CONCRETE EXI5TIN5. RIM JOIST SHALL BE REQ'D AT FLOOR PERIMETERS.HANDLING, LE55 THAN 4 FEET EXTERIOR WALL (2)2x6 SINGLE JACK,AND KING STUD5 WALLS UNLE55 OTHERWISE NOTED.EXTEND BARS 2'-0'BEYOND 3-CONTRACTOR SHALL PROVIDE a,INSTALL FLOOR BEAM5 AS PER N.Y.S.CODE OR AS NOTED 0 V-0°O.G. STORAGE,AND ERECTION OF COMPONENTS SHALL AS PER OPENING;HOOK ENDS. ALL STANON5 ANO RUNNING TRM.PRIME e, PROVIDE 2'AIR SPACE FOR AIR GIRGULATION IN ROOFS. 4 FEET TO b FEET EXTERIOR WALL (2)2xIO DOUBLE JACK,AND KING STUDS PAINT SHERWIN HILLAIMS SEMI-6L055 FINISH MANUFACTURERS RECOMMENDATIONS. 6.PROVIDE SLEEVES AND BOX OUT FOR OPENINGS FOR (COLOR BY OWNER). OVER b FEET EXTERIOR WALL SEE PLAN SEE PLAN MEGHANIGAL TRADES. OPENINGS SHALL BE PLACED 50 AS NOT 4-COORDINATE FINISH OF ALL DOORS WITH b.DOUBLE FRAMING AROUND OPENIN6S6kyIIghtsst.1-etc)OR AS 12 ALL MULTIPLE LVL PRODUGT5 TO HAVE 2 ROW5 OF I/2'DIA. LE55 THAN 4 FEET INTERIOR WALL (2)2zH SINGLE JACK,AND KING 5ND5 TO AFFECT THE STRENGTH OF STRUCTURAL MEMBERS. OWNER. NOTED ON ORAWIN65. 5-COORDINATE FINISHES FOR ALL COVER MAGHINE BOLTS®12"O.G. 4 FEET TO 6 FEET INTERIOR WALL (2)2.10 DOUBLE JACK,AND KING STUDS T.BEFORE PLAGIN6 CONCRETE,CONTRACTOR SHALL SUBMIT FOR PLATES WITH OHNER 'I.DOUBLE UP FRAMING ON ALL P05TS AND PARALLEL PARTITION5 REVIEW A COMPLETE SEQUENCE OF PLAGIN6 SCHEDULE. 6-COORDINATE FINAL FLOOR FINISHES HITH OR A5 NOTED ON DRAWINGS. 13.PROVIDE FIRE5TOPPIN6 AT ALL LEVEL PENETRATIONS. OVER 6 FEET INTERIOR HALL SEE PLAN SEE PLAN INDICATING ALL CONSTRUCTION JOINTS,TIME SCHEDULE,AND GUARANTEE OF CONTINUITY OF CONCRETE SUPPLY. 14.BRIDGING TO BE PROVIDED FOR ALL JOISTS AND FLOOR BEAMS,5PACIN6 NOT TO EXCEED 5'. 6 OF 9 rAm CHIMNEY CHIMNEY ®'.. i p O v v 12 c�a@gOvm@v NEW CEDAR ROOF SHINSLES ON }. 12 ° NEW CEDAR ROOF SHIN6LE5 ON }• 12 050 FELT PAPER OVER 1/2'PLY 12 #30 FELT PAPER OVER 1/2'PLY Q 1395 GIOOL%�9cm 1%wwuIE WD SHEATHING. 12 SHEATHING. ppC9C QqC DD,qP7 99fl09 15}° 699°5�.aCk3�"S AZAK TRIM TYR MA ft AZAK TRIM — E EV 16'L9" c�1L5['.1LS°o 4'CEDAR BOARDS ❑❑ L TYP. 1 CORNERS A 21 21 4'CEDAR BOARD' A A 21 �b A A A 2 A 21 A 4°CEDAR TRIM U2 02 G12 44�G®TRIM '(EµED ARC/// TYP. u2 TYR C40P , , NEW CEDAR SHINGLES COPPER LEADER „ TYP. MEW CEDAR SHINCA.&B GI35 GI35 6135 AND GUTTER GI35 LI35 LI35 GI35 GI35 _ TYP. SYSTB-1 TYP. clss uss uss ussTT 1 I I FIN15H FLOOR h FINISH FLOOR fY'�yO4 J �cJc�JlJ LS°o I I ICOPPER LEADER CONCRETE 12-13-23 155UED FOR PERMIT CHILD SAFE CHILD SAFE CHILD SAFE I CHILD SAFE CHILD SAFE I I AND Glll'ftR I RAILING PER I I RAILING PE12 STOOP ATOP W/ RAILING PER I STOOP ATOP W/ CIOMMENT REVISED PER TOWN — CRAILINS ODE PER — RAIL( PER — — SYSTEM TYR — — — — 1 — CODE �1 J — �� —_ _—� 2'BLUE STONE — ODE — 1� 2'BLUE STONE COMMENTS CODEL J COMMENT 4 REVISED PER TOM CAMMENT —PROPOSED FRONT ELEVA71 ON -PROPOSED LEFT ELEVATION 24 REUSED PER BOARD OF TRUSTEMENTS I TRLrTEES COM09-20-24 REVISED PER DEC SCALE I/4•.I'-O• ` SCALE I/4'.I'-0• APPROVAL 02-21-25 REVISED PER FIELD CONDITIONS 03-03-25 UPDATED LOT COVERAGE CHIMNEY CHIMNEY O c _ NEK CEDAR ROOF SHIN61-Es ON 11 #50 FELT PAPER 12 12 HD SHEATHING. OVER 1/2'PLY NEW CEDAR ROOF 54I1,16LE5 ON i3}° ip }• *50 FELT PAPER OVER 1/2'PLY WD SHEATHING. Iz �}•� AZAK TRIM I I III Nil TYP. T.O.WALL AZAK TRIM TYP. ELEV.I6'-9" ®i ®i ®- 4°C 4'CEDAR BOARDS 1 ❑ I A 21 21® CORNERS TYP. CORNERS TYP. 4°CEDAR TRIM 4'CEDAR TRIM 7YP. 7YPKEN. COPPER LEADER COPPER LEADER TYP.CEDAR SHINGLES NEW CEDAR y I. SAND GUTTER AND 61J1'ftR SHINGLES TYR YSTEM TYR SYSTEM TYP. U L CHILD SAFE / - LI55 LI55 CI55 // �W RAILING PER O CODE / INISH FLOOR _ FINISH FLOOR (i ELEV.PJ'-0" O 7%, of --- ...........T CONCRETE CONCRETE E I I I CONCRETE TrooTOO CHILD SAFE p ATOP H/ 1HR 2,�.R m I I srooP ATOP w/ I CHILD SAFE I I QP L NO I STOOP ATOP W/ 2'BLUE STONE 6'-8'SELF w J Lu 2'BLUE STONE CODE _ 2'BLUE STONE _ _ _ _ CLOSING DOOR _ _ _ _ 2'BLUE STONE E C, CHILD SAFE WOO 00 in RAILING PER E.I.•H E O -PROPOSED REAR ELEVATION 4 PROPOSED LEFT ELEVATION COS D_ scALE I/4 .I'-o SCALE I/4•.I'-0 0 - ron c E'I HOLD DOWN CONNECTIONS :R EQURED AT EACH BUILDING CORNER) QUIRED AT EACH OVERHEAD GARAGE DOOR JAMB) p; SECOND FLOOR ATTACHMENT w z w (REQUIRED FOR ALL NEW CONSTRUCTION AND SECOND FLOOR ADDITIONS) RS 4'V.THR IROOF I 'SIMPSON'HD08-,: 2-16D COMMON NAILS 0 B'O.C. 'SIMPSON'HDOB\: ATTIC FOR FULL LENGTH OF STUD 2-181)COMMON d.BAm L NAILS 0 B'O.C. KIiGBI RROOM Room B ENDWA �i FOP FULL LENGTH OF STUD —I �I ` p°G3OO e�C�SC #o 23-024 ® 0 END N NDWAL 1 1/2' II I/2' I I I I/2'I I @1'49 POUFS PRO,EGT5-23-024 ,I 2' 2' I I/2' I I/2' SINK LAV. LAV. -SIMPSON.HDOB/ u I I I FA.I. OR `.°FIO 'SIMPSON'PHDB i u. �I FIRST FLOOR FIRST FLOOR ATTACHMENT l • (REQUIRED FOR ALL NEW CONSTRUCTION AND FIRST FLOOR ADDITIONS) 7/e'DIA.THREADED ROD EMBEDDED CA.CA. ALL STRAPPING,ANCHORS,HOLD DOWNS, 12 1/2'INTO CONCRETE W/'SIMPSON'ET COI TO PPROVED A2 EXISTING B ADHESIVES TO BE INSTALLED AS PER (HIGH STRENGTH EPDXY ADHESIVE)&FOR 4'SANITARY LINE 4'SANITARY LINE SEPTIC A MANUFACTURES SPECIFICATIONS. TEMPERATURES(O DEG.TO 40 DEG F)USE XHCI 'SIMPSON'AT(HIGH STRENGTH ACRYLIC ADHESIVE) HOUSE TRAP —HOLD DOWN CONNECTIONS nPLUMBING RISER DIA�OFZAM SCALE I/4•.I'-0• ... xALE NTT 7 OF 9 ROOFING NOTES: I. ALL ROOF SLOPE AREAS SMALL BE CLEAR CEDAR 5HINSLE5 ON 30 LB.FELT AND 5/4"GDX.PLYWOOD OVER ROOF FRAMING. ND , _ GOMRACTOR TO PROVIDE MEANS OF r — -- 2.PROVIDE GRADE ICE N WATER SHIELD AT LOWER 36"OF ALL PROTECTION R DISCONNECT FOR (- SLOPED ROOF AREAS AND AT ALL VALLEYS. PLUMING TO EXTERIOR SINK. -jL -------_ --------------------- OPEN J ROOF FXTBl510N. --—- ROOF SHAALLVENT PIPES �IiNA�NOT�THAN 6• JC LJ.&/G1 IM9 Q.0°G1° I 1152 M)ABOVE THE ANNGIPAT®SNOW pL^36Ct1��64 (V ACCUMULATION.WHICAEVEt IS GREATER P3103.2 FROST CLOSURE S94 fTJOO L=�G Oo C3C;QMC G'IMR I U HARE THE Tm-PERL@R VALUE FOR G30d�GiCiICI°1DDa WC(99£J009 OUTSIDE AIR TEMPERATURE 15 O•F(-18'c)OR LESS,VENT ExTENS ow.THROUGH A Cj99.9dD°o0.�J4 IN —11 ROOF OR WALL SHALL NOT BE LESS THAN ® 3'(T6MM IN DIAMETER ANY INCREASE IN II'-0 THE 51ZE OF THE VENT SHALL BE MADE NOT LESS ULSL",1LS°o THAN I Four(304bM"INSIDE THE THERMAL ENVELOPE OF THE 13UILDINS G`SZEtLED AR, ❑ L_J� cst TYPICAL NOTES: I r HEADER: }' r MIN.HEADERS 32'XB'AT 2.6 KALL5,AND 2-2'x6'AT 2x4 HAL5/PARTITIONS,UIE55 RIM BOARD: _ NOTED OTHERW'SE NNA),SPANS OF b-O'AND OVER SUPPORT W DEL 5TW5,9'-O'AND AT TJI BY RHABI�ER(L INEERED FLR JOISTS,BY HEYEEVEL;USE MIN.I'a-RIM BOARD(or EGUAU --- ----- - -- ----------- L--- OVER aWORT W TRIPLE 5ND5. PROVIDE METAL TIE5(5111P ON L5TA21,o EGUAU FROM EXCEPT AT PORCH a DECK HAILERS;USE N'RIM BOARD.ALL INSTALLATION DETAILS MST FOLLOW MR To JALK STUDS AT EXTEMOR HALLS 5UPPORTIH6 ROOF STRICTURE. MFR.5PECIF4ATI&6.115E 2-2x4 VERT.SQUASH BLOGK5(PER J5TJ HIDER ALL BEARIN5 PARTITIONS I(----NEW 2'x8• NEW 2•x10' I Po5T5. pF (�I I RR a Ib•o.c (� FA5GIA/SOFFIT: VENT, FASCIA W L FTAILS, IA(AS NEEDED),SOFFR:MATERIAL D( W COU AIVI15 SCREEN® SMOKE DETEGTOR5: 5 HlF1N 2,x8, vENr,V�IFY ALL DETAILS.MM,ETC.-OPT.vHt5A1Ex 1RINEOARD(a equaU Atu>/OR Tab W20D HARD-iNCLLDINC CARBON MCNOXTERCO DE DETECTION:PROVIDE ICES,AS PER LODE,TO: I NEW a 16°' TRIM AS SELECTED INCLUDE GUTTERS a LEADERS.A5 AFPROV®BY oMffR WARD-WIRED AND INTERCONNECTED.(NOTE:ALL DEVICES,MAY NOT BE SHOHdN:VERIFY ALL I I L R_———— —J LOCATIONS,ON ALL LEVB5). I ——— 5UB—FLOOR: Y'THICK,APA RATED PLYWOOD,ALL ED6F5 OVERSOLD BLOCKIN,9,6M N NAIL PLYWOOD TO I Q FLOOR M15T5/FRAMIN6.-NE RIFY SPECIFIC UOERLAYM9IT REOUIRETENTS FOR ALL FINISH FLOOR 12-13-23 155UEP FOR PERMIT I .Q MATERIALS AS SELECTED BY OWNER). 03-24-24 REVI5ED PER TOWN COMMENTS 04-08-24 REVI5ED PER TOWN COMMENT 08-29-24 REVISED PER BOARD OF TR05TEE5 COMMENTS I RESHGEGK COMPLIANCE a-2E-24 REVISED PER DEC I I INSULATION VALUES 5140VN ON SECTION ARE USED FOR RE5CHECK APPROVAL I COMPLIANCE ALL VALUES MEET MINIMUM REMIREMENT5 02-21-25 REVISED PER FIELD CONDITIONS I I i SEE AIR LEAKAGE DRAWINGS ON A-9 FOR ADDITIONAL 03-03-2 UPDATED LOT COVERAGE REGUIREMENT5 I' I ANDER CO R 5EN 400 SERIES WINDOWS TO CONFORM HITH 10.2 OF THE _ 2020 IRG h ERE APPLICABLE.ILFAGTOR AND�USED PER ry® II MANIFACTURE5 VALUE5. II ICE BARRIER TO BE INSTALLED MIN 24'INSIDE THE EXTERIOR WALL I I I I LINE OF THE BUILDING I I MECHANICAL DRAWING TO BE FILED AT LATER DATE. II II E)CTBND WALL TO 9'-O' I .� II RE'fONSTRUCT E:XISTIN6 L ---------- ------------------------- I ROOF 5525E _---.----__-c.--___c_- TI PROPOSED SOFFIT L16HT5 NOTE, ROOF IZ540VATION 15 UMS THAN 50% nPROPOSED ROOF PLAN SCALE I/4•.I'-O• W NOTE, U NOTE, R1105.1.1 UNDENU AYMENT.UNDERLAYMENT SHALL z R905.1.1 UNDERLAYMENT.UNDERLAYMENT SHALL COMPLY WITH ASTM D 226,TYPE I OR ASTM D 4869, W COMPLY WITH ASTM D 226,TYPE I OR ASTM D 48,", TYPE 1 611.RQ05.1.2 ICE BARRIER AN ICE BARRIERW la Z TYPE 1 611.R9o5.12 ICE BARRIER BARRIER.AN ICE THAT GON515T5 OF AT LEAST TWO LAYERS OF z a O THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED T06ETHER OR A SELF UNDERLAYME14T GEMIENTED TOGETHER OR A SELF ADHERING POLYMER MODIFIED BITUMEN SHEET SHALL A pWj .ti v ADHERING POLYMER MODIFIED BINMEN SHEET SHALL BE USED IN PLACE OF NORMAL UNDERLAYMENT AND 2XIO RIDGE ' W BE USED IN PLACE OF NORMAL UNDERLAYMENT AND EXTEND FOR THE LOWEST EDISE5 OF ALL ROOF EXTEND FOR THE LOWEST EDGES OF ALL ROOF SURFACES TO A POINT AT LEAST 24'INSIDE THE ,z us SURFACES TO A POINT AT LEAST 24'INSIDE THE EXTERIOR WALL LINE OF THE BUILDING.TYPICAL RAFn3WATE5 O EXTERIOR WALL LINE OF THE BUILDING.TYPICAL ENTIRE LENGTH / OF F Tn Q �\ \ ROOF TYPICAL ROOF,ASPHALT 0 12 -" 12 RAFTEfa7ATI5 12 SHINGLES RATED FOR 130 MOH W j•� __ Q 2' FX(IsnN6 RR TO BE - ENTIRE LENGTH KID EXPOSURE B Y x d W j� F04OVE TO RAISE Ex 12 OF R� - cERTAINt®oR E(Y oN�3O W E"00 HMJS FELT PAPER OVER 5/8'PLY • / ATTIC - YO SFiFATH1TK. Q E--F FSOCELL CLOSEDIEYH.2X8 RR a W z O Lu ON D SPAYED �1 r�npN �_ EE� iI6'O.G. ATTIC T.O.WALL CA Q Q[p NNOTE,VERIFY TA. NOM VERIFY TO. 2M CJ a 16'O.G. { ELEV.I6'-6" O.-I R WALL ARE MIN 4'-0' 2X6 C..I WALL ARE MIN W-O' W a 16'OL _ ADD BLOCKING AS 0 1-5 x II T/8'LVL a 16,O.C. AS REQUIRED TO t-= RAISE FX(ISnN6 HALL ADD IRED T MET ROER m O MIN.HEIGHT IN FIELD. 2.0E V x 1152 FREGtl11Rm TO MEET ON I SPAYED LVL 2LE GIRDER 'M a' FAMILY ENSTIN6T0 MATCH W(3)I'x 115 54L LJB'7(�I 'x 9 p"Z fL 3�'x 5�'ML 13 NOR W(I)I'x 115 Sn.PLATE R30 0.0e� MIN.HEIGHT IN FIELD. ON ITYTIILATION ROOM CELL SPAYED 31'x 51j'K I.,NOR PLATE FAMILY i LVL W CONT R99M a' GEDAR SIDING CEDAR SIDING FINISH FLR ELEVATION 8' 4'GONG SLAB ON GRADE RAISE EXITS WALL MIN Ib° FINISH FLR aEVAnON 8' O GRAD ry RAISE EXITS WALL MIN I6' (p� I'RIGID IHJ=,RATION 3$00 P51 GONG. W/6X6 a4 REAR®32'O.G.FILL I°FRIGID INSULATION IN MIN.ABOVE GRADE 3,500 P51 GONG. W/bX6 (- H4 REAR O 32.O.G.FILL NJ 15o EIUILDIN6 PAPER IN MIN ABOVE GRADE KITGNECI ISa BUILDING PAPER 10/10 WWM 6 MIL VAPOR CELLS SOLID WITH 10/10 WWM 6 MIL VAPOR GEI15 SOLID WITH 99 I/2°PLYWOOD SHE:ATNIN6 2'-0° 1/2°PLYWOOD SHEATHING 6'MIL VAPOR BARRIER V d BARRIER ON 6' NON-SHRINK NON BARRIO ON 6° NON-SHRINK NON RIS INSUL 6'MIL VAPOR BARRIER RIS INSUL (3 a 2x4 STUDS a 16'O.G. COMPACTED GRAVEL FILL MIN METALLIC 6R017i TYP. 2x4 5TUD5 0 I6°O.G. COMPAG7137 GRAVEL FILL METALLIC 6ROUf TYP. a FINISH FLOOR FINISH FLOOR -- �__- -- _--`---.---- -----`.1't -----_ ELEV.B'-O" -_....-------- ---------- .. �------------- .t i''. .�Y'U riri ri<i. �o'iio"i rirrNq ij �61irriir it it ii rii ... irii il'O'ii�r�%irr irgivj- i PG30O e110E64#o 23-024 FX 8'GONGFRETE rr�r\�/��r'2'RIO RI61D IFENA.A710N r r�� h1r� \�� r�r\�� r� Ors FX 8'CONNN�7 RIO RI610 IL1�lAATON rj r' r�i r�r� r�� r� �� r�r�;r� r� FOUNDATION WALL WITH Xz�/,yv�..Ursa•- ,>/�� \ ,t""t.� FOUNDATIO ,(3)04 BARS CONTIM110U5 ,T b FTAVB. YER ri r r T �� ,.i?/i.jT/�r�r\r r ri r r r, �i r r �i ItYF1 � r��r �r?r� 1 (3)04 BARN101Y rj r T/T, lj: j i ri r j'//,///r r/ TT r r r/ C;Qp GDaG6 PROJECTS-23-024 ��i CAPILLARf BREAK ✓ rTr i\N r� /i`T � r Tr r TOP MID,AOM �4��TOP,MID,AND BOTTOM OF vT�r�r eCNr r r�r �r� n r� r r �h FOUNDATION WALLS OVER y - � j �� FOUNDATION WALLS OVER1'-4 r rpnrri rr rjl pr r r r r rrr rrrrr. �� r. N\ r rip fur rr fir' FO X&CONCRETE'T• �i� r�r inn y� r r.r rTY�NT�/?i rti✓?r.11n �TiTrTY�j;��?r in FO TI 8'CONCRETE R' �i� .ram' �i� �i >Y�i �?✓��✓ �..��i�i,ram i r �y r?✓V��i in FOOTING w1TN(U u4 FOOTING WITH(3)04 NDG1L°.Q'OGI®#o BARS GONTIN)OIY WInH 2' COMPACTED BALITILL AT BARS CONTINUOUS WITH 2' G71'PALnED BAC.KFILL AT X 4°KEYWAY MIN.3'-0' FOUNDATION 13UMETH2 HITH X 41 KEYWAY MIN.3'-0' FL1.4DATION PER METER HITH BELOW 6RADE CLEAN FILL 12'LIFTS o 95% BELOW CRAVE CLEAN 19LL 12'LIFTS a 95% cOM>PAGnaN cor�AcnoN PROPOSED SECTION PROPOSED 5EG7ION SGAIE I/4•.I' SCALE I/4•.1'-0• aOE9 dC�G�f L.1e r�G^1C-0Mn o L.1�O� c�c�ao�c� /� ➢ `� /� � L•,lON/C�Q GGQDD o G4o G417 99fJ09� y Al QF N� nPROPOSED FRONT ELEVA71 ON nPROPOSED RIGHT ELEVA71 ON WAX= 1/4'.I•-0- 12-13-23 ISSUED FOR PERMIT 03-24-24 REVI5ED PER TOWN GOMMENT5 04-08-24 REVI5ED PER TOWN COMMENT 06-29-24 REVISED PER 130ARD OF TRU5TEE5 LOMMENTS 09-20-24 REVI5ED PER DEC, APPROVAL 02-21-25 REVI5ED PER FIELD GONDITION5 03-03-25 UPDATED LOT GOVERA6E LTY�/ 8.r / mom ....... ... z z ze Q 4 PROPOSED REAR ELEVAM ON , PROPOSED LEFT ELEVA71 ON �F�� w F� OW xc Aco E F v wz�o p ooMTnLU ad N azOL z t1 Q l?G30Od[C�4#o 23-024 Q%9 PORE' PROJEGT5-23-024 DD G3G1�i70IX1®#e 9OF9 I Area Front Side Both Sides Rear (square feet) Lot Coverage (feet) (feet) (feet) fetal 200,000 t0 SJ�� 60 30 60 100 VN 120,000 t0 60 �0 60 199,99944 -} , f , r .wF.:' 9 C �� / �❑ LSL \WJVg / �o�oL 1❑ 0,000 to 119,999 20`6 60 20 45 75 ;p b < PROPOS D D MO ITION AND 60,E©0 t0 20 >� ; 20 45 75 car 79,999 40,000 to 59,999 So 20 � �:� 9 r : ' eKy. 2000 k A. l€ w. Y x�r`•< +s;. ;da D 0 .n ;.'• ' .,tt i;:. _ e ;' .. •' �NJ LI o LI�S CI o��47S7 20,000 t039,99Q20C 1 3rJ 50 ,;~ A` M`aa�'�",p,};:. '';:il,., •r } n r^tCl" + 10 2 .. 5 +'• .+.�+$'.''a S^,,:s .`'�j ': .. -',> s•."`a� ra:' .'-: '"�" Less I I IC7 6 2V t✓�l} 2096 +� d �y,� s r �J N W R NOVATION TO TH .a 7•-`+ a. +' }tl"a } ,. ,�.° \,�]��7J//per\'nI ❑ r' - radar front aids shall �P re hired t0 meet the f011OWincy: a ` " r��4 =r 'w onconfOrming lots with p lmal y and secondary y q � -, ' ..1iiS► -t°'' -: L+:`��',,`'��y.�> :, �,'m" �N* �.:-. r�° ::�-,;,r�w,?'�w�.."-,`�� ';* ��'» .'.y`"fit,°�i' a` "�' l D ..... ., , �i. e� .a y� •..'. 3� � .° ;"z} 'r��eq �;,,:� -�:'b. �� '�, `•T';," �{W ° e`��-^^:�;"i tr t ,, a.�e. , �,r,,,�° x ti. , is �. %'d •^-�'�*4°•'.''Y, ',` ..'A,^'i'a,a °i" ,> � F".f�,',a*, ?e �.g4'!£,y,�,.�,. „g,, .we �� - y,t g"b�a ." <.-8 e Y e f' {r r aF&. ';`F;:r� t� �. w s x p,`» �g ist. ,'S�,. a a' i ." 1E•aw A� 1 a Front Yard Secondary Front Yard Side Yard , .„ .� , ' ` : �: ;: .& 1 Area (square feety3 SMITH R Primary r]�` �.�..L �:�• � �_ p <a ,; .; ., x ..:+� �.&, h � ! r°i,�. %r,-t `. a•' 4 y' ••i'� R 1`711`:i:, x °§ .� P'. f,, f.•: !',g � 'fit > -, ,' R - Y r ^�'+�•,°+~-m .r � '�. �;wP;�:�.`' :, .. -,�',..»u. »�-5 krt, Y ,+ , ,�" ,wc. �,.>�., ,'{;"*4 I� .s,r�a, `y.€S �+,a`" ,•- ,I °,�' '41 I F� 1R ^i;-_.�/ ' � >E x Less than 20c� 0 35 2t 1c3 ((�� [[ JUL a a, -s.,' r.k3a •`w. 2c.p:xy -`". .+ s{d + `: :..,t^ % y k erg~•, i 5 20LJ P r L { , 20,000 t0 39,999 40 25 15 . 3:`a�. "�^�,'.•`5': asS.,�'.."' u ..°,'^:.a°>&."'L.:".�.'� ->� $s 7b .� �'" b. �`.�.«.... `� AV ___.--_. .�4._1.. ,�{.t (1 - 4 t �. F I ER LINE PRAN I N I11 _abolQ0121 OAK AWN STORM DRA I NAI E GALG: i ~` I. RUNOFF COEFFICIENTSI ROOF\/EMEWT = 1A0 o NON-TURF SOUTHO D N 11971 o LANDSCAPE= 0.20 $LAWN 2. PROVIDE STORAGE FOR:2' RAINFALL =.167 p 12-13-23 ISSUED FOP, PERMIT ROOF DRAINAGE C6LGULAr1oN51 Fp�a 03-24-24 REVISED PER TOWN GOMMENT5 I. ROOF AT HOUSE DRAINAGE AREA (LP)1 8 a 04-08-24 REVISED PER TOWN 14-5 S.F. ROOF x .I67 A = 247 2. ROOF AT GARAGE DRAIINAGE AREA(LP) GO T P 08-2q-24 REVISED PER BOARD OF REGON5TRUGT 300 S.F.ROOF x .I67' x I = 50.1 4w Oq-20-24 REVISED PER DEC, EXIST STOOP TRUSTEE5 GOMMENT5 s � APPROVAL 3. PAVER AREA PATIO AND STOOPS (I P): I q.5 SF -�� `�� 102..1 5F PAVING x .167 :x 1 = 171 es� �� p o "o-o REGONSTRUGT RECONSTRUCT ��s°° G�- yc,3 9 ��- 0' 02-21-25 REVISED PER FIELD q EXIST STOOP GONDITION5 4. LANDSCAPE AREA (LP), EXIST STOOP �o- r ti 2'STONE VENEER 4p74 SF LAND��GAP'IN6 X .167 X 2 = 135 15.0 SF p'i �Y t y CD 1�5 5�_ \conSTAL RA CHOSEN BY _I 4 n �`4j\y,'�-, 3 -�� -� \ .=LINE OWNER " ri, `, L nDAL WETLANDS BOUNDARY,As 03-03-25 UPDATED LOT COVERAGE TOTAL = 603.1 �P5 O _ E NEATED BY EN-CONSULT Ts._ _ .__ _ 06-2Q-25 REVISED PER IA 5Y5TEM a 0, 6' A `." '\� .s o"Opwn-a2, ..-- . ® � USE (2) 12' VIA. x 4' iDEEP STORM POOL 6 Ap /~ Y: � ':,;. s - AlAI RETAINING WALL 3 as �w�' EDGE IM DESIGN w/OPEN GRATE. 4003.6 x 2 = 601.2 .7'x20.5'x8" 1 4. Y ,T`°l �" 07-25-25 REVISED PER TOWN • gR,' LIMIT OF MODERATE WAYS ACRON _-_ LIQUID APPLIED GOMMENT5 DP y" y,y�i;�%'� / Q •� �\ MEMBRANE Al RETAINING WALL 2 mr ' g� LINE OF COASTAL BARRIER WATERPROOFING y . -..--- --RESOURCE SYSTEM AREA I.I'x4.3'x8" ~ ��s T�% 1 F� Q.,ww n/tB%tseo ---------- VARIES14.R Al RETAINING WALL I Al, � /� T\` 4\/` � �( WATERSTOP 1.5 x22.1 x8 y�tg , x 759; OF EXTERIOR V] /ice PioNE --�`- WAIaLS AND 1009b OF ��,, .a 0.08 CLEAR / ` • 4. P. �' RObF REPLACED y. .q cTM { MAINTAIN GRASS AREA550 5F 0. 32 1.35 cD�/ /Y �. 3 .T�'. �. �F T 15 ,a� TAX to SHOWER AREA RETAINING WALL Cp - �j(h'--{p^9JV -� 13 M�RESIDERD 113 PROPOSED 17 LF PLUS +5 ^�p S x T FRiA PRIVATER N.T.S TA E Eg\DENDE#3 #aooPuj�,,C NP STANDARD LOW t ° > �� a y :�Y �� •w RPM R1 R roc c PROFILE I NF I LTRAGTOR PAP` P� oA 3 O\ ti lEL 3 � ''"g g5 #35 SEP RD D u NON-TURF (TY 3) pPC�J \ I �/tier��4 ti�'E sq5 / DP�A�°BCE co AREA EX. GAR E FRONT ARRIS w PROPOS 17 LF P US BACK ARRIS LINE LINE BUZZED LL } 3 GP oe GRADE I----5' o RETAIN I NO�1A ,� t ` �a a°�E 5 / GP5 //�'3° 5t1• 12 III III III III I a'• '�' '. PAVEMENT RELOGATED 20 _F OF �/ r oM / ` 40 t TAX LOT cE 3 EX15TINO BELOIA� CURB tp 55 WNW i E RESDEN I IIIIIIIIIII III=III-�I /�6 + 11 o?\j WPRR# - I AND ADJUST TO / TAX LOT # PUBv A <. -_III- :. II-III-III- W LGIAN RPOP50ED GRADE e� s ` BECURB I a'q. III-III- NOTE 8 I I I I I I I •. � �'' I I-III-I THE FRONT ARRIS LINE SHALL BE � z (1 ' s RE5IDEN NUE _ TAX LOT / �' / #1V4rE OP /' \ _ - � III-I I BUZZED TOREMOVEAMINIMUM / t 1 v pq LU FRPME RESWN P�NUE \c _ III-III- OF}'ANDE XPOSSED}ALL h'1 K�A R �w �e / -III- -III- ALONG THE EXPOSSED EDGE. W * / / COMPACTED -�11 II A # ?03LxC ti cv1, o r SUBGRADE z r^ O 3A05 WPSE / o f� �� p� `°� BELGIAN CURB DETAIL A w (�A z N.T.S a' 90 TAX LOT 9 { E"4 FRPMPRIVAS1EERDE#� t l 1~t..) � N � X a�d;RaPy AD•110 { # PUB` (! LU OL � A 1 AB AD.•E SSd t r /� y� SIG! ( ") 111��---111 Z �16• s dR w�� I { ` � � W A00 � T A g g lk- E 4 EEC 1 Q c FRPME N ER W '�' O LU Z I 1 C) J X TAT 38 CE 3 11 RESTER tEt a a ` J PEND NG1 CON WEP COLU t0 PUBUC O --- a o O FND rz, �- o MON I - m p /Ny lu x LOT 87.10E OE � W TA E RE510ENVEN ((��❑❑ FRPoPK�P`�1�\j15181-EENT V r #35EPT1C OR CORD DCGUM I', I N� p1lAB�E RE INDEX ❑❑ NN� 44 OO Ili 1 I DWG. INITIAL LATEST ISSUANCE a N0. DRAWINO TITLE ISSUANCE REVISION NO. � DATE \' EXFF I STY DWELLING 1225 5F TI TITLE SHEET, VENERAL NOTES AND PLOT PLAN 12-13-23 I 07-24-25 TOTAL WITH INTERIOR ALTERATION 1225 SF SPI SITE PLAN O�i-20-24 dCCC��I#� 23-024 EXI5TIN6 PERCENTAGE LOT COVERAGE PROP05ED PERCENTAGE LOT COVERAGE EXI GROUND FLOOR PLAN - EX15TINO 12-13-23 NOTE: EX2 EX15TINO ELEVATIONS 12-13-23 @/R10 C UZ-0 PROJECTS-23-024 ROFOSED PLOT PLAN EX. I STY DWELLING 1202A5 5F EX. I STY DWELLING 1202A5 5F I. BOARD OF TRUSTEES APPROVAL NEEDED DMOI DEMOLITION PLAN 12-15-25 I 02-21-25 • EX. 15TY 6ARA6E 501.3 5F EX. I STY 6ARA&E 501.3 5F 2. ZBtADE6 APPROVAL NEEDED AO 5GHEDULE5, NOTES � DETAILS SGn41..E: I 1� 30-O 3. ZB,A APPROVAL NEEDED 12-13-23 DG3La��LvnJC�a#o EX. GONG STOOPS O SF EX. GONG STOOPS O SF INFORMATION PROVIDED BY OTHERS FOR REFERENCE ONLY. SEE SIGNED AND SEALED SURVEY OVERHANG 17.42 5F OVERHANG 1- .42 5F 4. IMFIROPIWOJE E DEEMED DEMOLITION AND SUBSTANTIAL Al PROPOSED FOUNDATION AND PROPOSED FLOOR PLAN 12-13-25 1 02-21-25 IMPROVEMENT TOTAL LOT AREA 6a53 SF TOTAL LOT AREA ba53 5F 5. HOWSE MUST BE RA15ED AND ADDITIONAL FOUNDATION A2 PROPOSED ELEVATIONS 12-13-23 1 02-21-25 ADDED TO COMPLY WITH FEMA 6UIDELINE-5 A3 PROPOSED ROOF PLAN 4 5EGTION 12-13-23 1 02-21-25 PERCENTAGE LOT COVERAGE 21A% PERCENTA6E LOT COVERAGE 21A% 6. FIN415HED FLOOR ELEVATION MUST BE 5 FEET OR HIGHER O A4 PROPOSED SKY PLANE DRAWINO 12-13-23 1 02-21-25 8. N5H IA SYSTEM 4. DEHO DETAILS ON 4 OF a 10. NEH IA SYSTEM ADDITIONAL FILL FOR Al SYSTEM 15 42:.29 C IBIG YARD. O 1 77777 Area Front Side Both Sides Rear . ' (square feet) Lot Coverage (feet) (feet) (feet) (feet) 200,000 to „ r=. CT 6 G 100 399,999 9 'f'�' TORY 120,000 to io96 6o qG 6G 8580,000 to 119,999 20% 6o 20 45 75 19191999 PHAS TWOOD 2nd a. 'i ;rw J<§w;, NJ�I�Lr /_;1❑ �U.1L7111JV U".1 � L;1 � ,9T999 "_�' HOW 1 1.•r , q,Y -?L,�t .., '- �„��,a g n ,, ;4.a. } �•��:.< � '' �!'�"`'- ,., a'^'a�" ,a..: "�,:�R`�2 m ,a ,.�-fa"r•„,,• ' �u� W�L"-.1 LIV�WIs Q'V�LNVLS act r"„ -,� Q.-r GOMLGGLICQUD fl tQ,t)t�JC) 2C30/6 t7 200 �- is Q` ,<, >�M1t .e'; Q .,. , U ARAOU OUTDOOR 2c�.c�c�c�to 39 9 9 40 �� 35 5� �" �_.r" � � � �, ' :.�� . :'�`` ..; 9 AM Less tll tl 2G,C sc3 2Q°ts 3 10 2�j �` ,.ate, �. r ,�:" ��; �� m `° • �:fw. �t . ' r 3 ;�'; .+^" \ .y,' ;1;-'.�;g `",.: ° s ». .« y s!°f- `'i`'- ;.xa1 "[ A i " 1. f• a"`. �R,: 'S,' P ,r'6i'.r,'..Y`.£h °' a` 13 MID.❑ onconforming lots fid primary and seconidary front yards €III be re Uired to meet the foliv\+rn . : U U Z Z "46- AND P RkO-70 A99 . Y`,1 ,;=a� ;•T 'af. �' :•_�'�`;�*.u,[] ,�.�t' �� a � ti rr `°q J ,,,1`=r,.Area i '..., x,+ ."�:' ".n ��' .E1`,.�<>,s�.,Y �..i° +` .'�•.�t'<.w!,' . ..Ps, .y'a'`' tlr"^ 0. °A;' feet) 1Primal Front Yard Seconds Front Yard Side Yard AI - -, ;Ay, , _;, i §,s..:. � ::`Y mx.. ",�}r:/'ffi„,P�:,.,<K.4:£;�'';�L'i°''�, "+�w.*,:+;n''�.°: '•4-�!; K"z-•a ; c�' 1,:X • '� t,' q� . .x.�. 1fl , 'z`'" >:y* ` r s i fir�1 '.•£° .'T14.2QLesatl 20,000 .. <i,°a . t`'3°"a ��,zs} 5�4 `gin` •a�`':'"° �,' '�`;� ' R :�� ` 4, !*�-yy fi`, ....y, ";�,bw'as x• 5e`'a .«,t & ^�r^4 Yry�pp••��9//--..,,¢,^� �^£ ,^� ..`,'" *s +„gyamp, yp <».�,, r LVs+."/V ll i.Vj ,'f ' £J 25 1 > .,'«',F.,,¢ ,>Y: eY° ;»a?"` °<'•,$mbq, 'His ar ,• ;, .' o At"ry,�.a "�,,,eg,,': "'¢�;, ,.t4a:;1 y '.waM.. ''.t8it$.a.: ?tom"k,;,¢. ,X N'Tay s' °< aR TO TH SMITH R SID NU '•i: "�»u__>'�� ..:.:.�. ira.,P e_. 3s::sr'_`_ .-, '_m.....ss._.. STORM DRA I NA E GALG• I. RUNOFF COEFFICIENTS, PAVEMENT = 1.00 ROOF = 1.00 M LANDSCi = 0.20 aLAWN 2. PROVIDE 5TORA6E FOR 2' RAINFALL =.1611 a' a 05-10-25 155UED FOR PERMIT ROOF DRAINAGE CALCULATIONS: SOUTHO D NY 11971 04-12-25 REVISED PER Al 5EPTIG n 5Y5TEM DE516N I. ROOF AT HOUSE DRAINAGE AREA(LP): . 14-5 S.F. ROOF x .16-1 xI = 247 a �p O6-2q-25 REVISED Al SEPTIC 2. ROOF AT 6ARA6E DRAINAGE AREA (LP) 5Y5TEM OE516N 300 S.F. ROOF x .16-1 x 1 = 50.1 07-25-25 REVISED PER TOWN 3. PAVER AREA PATIO AND STOOPS (LP): ►�" ry �$� '�• I� � COMMENTS 1021 SF PAVING x .167 x I = 171 NEW STORM DRAIN 4. LANDSCAPE AREA(LP): Aso°� y6 4,074 SF LANDSCAPING x .16-1 X 2 = 135 -_.._?... .___.._.. TOTAL = 603.1 �c x 1 � .. _7A, + - >" LJ i t r nn-1 �qa ( ••_r•6��• /. k no�NDS BOUNDARY,AS �• 2'STONEVENEER SEN BY USE (2) 12' DIA. x 4' DEEP STORM POOL �° Ov A�0• 6/�.� \ 117EATED BYcoN LTANIS _ t _ ' CHOOWNER w/OPEN GRATE. 403.6 x 2 = 6072 Al RETAINING WALL 3 M" o �. nN. , :��' , ' PROPOSED 10 O x 10 0 7'x20.5'x5" 46 10 ! r `°`E°`i" PI RCOLA 100 5F moo. ' , L T OF MODERATE NAW A- Al RETAINING WALL 2 / oP y, %' " r^ }� ` `61 6 `�� LINE OF COASTAL BARRIER v LIOUIDAPPLIED IYx4.3'x8" o b� z� ` xw�a -------- •a. WATERPROOFING ME STORM DRAIN #5@14' ..., .,T.'i.:y�,,., .�;�:y��:%• �` ` o l�k of�O VARIESAl RETAINING WALL I f.M� ------ a. NON-TURF 0 / r ' ' , s 1 ' ------- a5@14• AREA I.5'x22.1'x8" Q� �', �r � ''` Q i.B'' /% �`a+E^ RETAINING WALL RELOCATTED f% .^�:!�! -g /tS N• i WATERSTOP (2 1 6,O u L.x 33n H X 8u N / h 3 � a.ry s ��" " .:f F<+V-ax v* row • PROPOSED 0.08CLEAR PROPOSED 17 LF PLUS a. P. STANDARD LOW / �,� " "F \ y SOV� gj',7\BON 6'-8" x .. / Z 0 6 V. . �' 7'-�" X 553" HOT TUB �q 16 0. 32 1.35 PROFILE INFILTRAGTOR ��, �r�' .� ,,\.. '� ,,+ �� TAAX IDENCE --I � �- --I ia�` �a� : ?� �P Yy$. 52 SF �pT 13MP:vat Eo N3 _ ��wwr�� 3 �� ,�`�s�`. w. 0i TAI cE �Ic WAR SHOWER AREA RETAINING WALL � �Y" ll GAS 3=do\ Zug 8�!�� 0 1` 1, 5 0F3R35MEA�ROtE AMENS N.T.S h ��-"' PR 5\B /1gby P`.., Z / 6 sq 5• N0 / cA,`��,v E �„ t� a � /a* -2ND OOR BA CONY 6'-01" x PROPOS ^�17 LF,P� US t \?: "oe 1 PROF 05LD 6 \O x 14'-O'' FRONT ARRIS w RETAINING wAL �. . '/ qA`I yes OUTDOOR SHOOW�R 24 SF BACKARRISLINE LINE BUZZED LL t W=�'.2 ) - 40/// / g`o ?s STAIR LANDING 13'-' " X GRADE �s N RELOCATED 20 F OF +///ory� / TAX L0 z ':g • PAVEMENT EXISTING BELGIA1 CURBRE5\DEN3 I� III=III II1=1II-I •• AND ADJUST TO 5 T 11 N p5MP\CTo AW RPOPSOED 0RA3E •a / PROPOSED 2ND 5TO Y ADDIT -�1�-I I .: . =1 I I � ,/ � / � FRAME READ��E _I I I- •.'. ; :. I I-III-I 11- a' 1oT OAW pW" �501.5 5F BELGIAN a' III-III O TAX FRS`E n ivlo p&UE a� / , �/ � # � c� }kt� I n CURB I I I I I I I •. � •.: I� BUZZED TO REMOVE A MINIMUM 11 3105° C WA'o 9 UNF I N 1 SHED 2ND FLR 3--7 x 1 1 -2 THE AND MA IMU LINE SHALL BE L i -III III- OF AND MAXIMUM ED E ALL w O 1 w ce ALONG THE EXPOSSED EDGE. O CSUBGRADE�-III-111- ( o / ry� P BELGIAN CURB DETAIL C v z 9A'2 TAR LOT B pp N.T.S w = Z . .-I W� �`• r �� PUB ^^ (� AOos S $�B � Hwy F1�� ..� Z W a 1LU ° rA► T ` cpl \ �Q Y g0A 1tq �j I I�I ` w •� IPIC v G/ 5\DENCEN� s/ N V11�E O IS '"'' A--1 VAOE � I 0145pUBUC� \ 1 p� yDT sB W BRAPR�a,EEc N DR^1� I NC INDEX � w TO �, � o � CONNEC 1� PENOIPUB�\C WA " W V1 �yll TO DWG. INITIAL LATEST ISSUANGE I NO. DRAWING TITLE ISSUANGE REVI510 DATE O I �° TI TITLE SHEET, GENERAL NOTES AND PLOT PLAN xi I- o M«� g71 03-10-25 07-24-25 ❑❑ W u ATµ%51�D•\EA N� j SPI SITE PLAN 03-10-25 - 2- A3 p1\C 0R oR p0G"M� AO 5GHEDULE5, NOTES ff DETAILS I "N\W. 03-10-25 "0 Al PROPOSED GARAGE PLANS AND NOTES 03-10-25 @ a o a 1 A2 PROPOSED ELEVATIONS a a 03-10-25 A3 PROPOSED ELEVATIONS AND DETAILS 03-10-25 A4 PROPOSED SKY PLANE DRAWING 03-10-25 pG30eIJCC��J#0 25-00ci S�A PROPOSED PERCENTAGE LOT COVERAGE ��• I STY DWELLING 1225 5F $� I C�L°QD [FOU90 PROJEGT5-25-OOq F R O I O S ID P L O T FLAN EXISTING PERCENTAGE LOT COVERAGE EX. 15TY DWELLING 1202A5 5F NOITE: EX. I STY GARAGE 501.3 5F I 5GAL.15 I" - !30'-O" PROP05ED IOxIO PERGOLA 100.0 5F : BOARD OF TRUSTEES APPROVAL NEEDED EX. I STY DWELLING 1202A5 5F TOP OF LANDING AT STEPS 35' x4.0' 14 SF 2. DEC APPROVAL NEEDED DD G3LQM��[r;]C�#o INFORMATION PROVIDED R,'r OTHER5 FOR REFERENCE ONLY. 5EE 516NED AND SEALED SURVEY EX. I STY GARAGE 501.3 5F PROPOSED HOT TUB 52 5F 3. PROZf3A APPROVAL NEEDED EX. GONG STOOPS O SF PROP05ED V-Ow x 4'-O" OUTDOOR 5HOWER 24 SF 4. PROJECT DEEMED DEMOLITION AND SUBSTANTIAL IMPROVEMENT OVERHANG 17.42 5F OVERHANG 17.42 5F 5. HOUSE MUST BE RA15ED AND ADDITIONAL FOUNDATION TOTAL 1,521.67 5F TOTAL I,711b7 5F ADDED TO COMPLY WITH FEMA 6UIDELINE-5 TOTAL LOT AREA 6CI53 SF TOTAL LOT AREA bg53 5F 7. EXISTING RETAINING WALL 15 24'-g" x 27". NEW WILL BE PERGENTAGE LOT COVERAGE 21.q% PERCENTAGE LOT COVERAGE 24h% 26'-0" x 55" 8. NEW IA SYSTEM ADDITIONAL FILL FOR AI SYSTEM 15 42.2g CUBIC YARD. 0F