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Home My WebLink About1000-15.-2-9 Town of Southold LWRP CONSISTENCY ASSESSMENT FORM OCT 0.11026 SOUTHOLD TOWN A. INSTRUCTIONS PLANNING BOARD 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 gigificant beneficial and adverse effects upon the coastal area which includes all-.6f&uthold Towns 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 LWRF policy standards and conditions contained. in the consistency review law. Thus, each answer must be explained in detail, listing"both suppo!!finj and non- su If an action cannot be certified'as•consistentwith the LVVrRP policy siand-6Y&and conditions,it shall not be undertaken. A copy of the LWRP 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. E. DESCRIPTION OF SITE AND PROPOSED ACTION, QCTMN 1000 a 15. -2 9 PROJECT NAA1E 1270 Greenway East-New Construction 7b The Application has been submitted to (check appropriate response): Town Board El Planning*Board El Building Dept. 11 Board of Trustees I Category of Town of Southold agency action(check appropriate'response): (a) Action undertaken directly by Town agency(e.g.capital El construction,planning activity,agency regulation,land Transaction) F-1 (b) Financial assistance(e.g.grant,loan,subsidy) (c) Permit,approval,license,certification: Nature and extent of action: Please see attached project description. Location of action: 1270 Greenway East, Orient, NY 11957 Site acreage: 0.47 acres(20,554.85 sq.ft.) Present land use: Residential Present zoning classification: R40 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: Cole Environmental Services on behalf of James S. Duffe and Patricia Dolan (b) Mailing address: 425 Montauk Highway, East Quogue, NY 11942 (c) Telephone number: 631�369-9445 Will the action be directly undertaken,require funding,or approval by a state or federal agency? �r agency? NYSDEC I 1±J ❑ If es which state or federal a enc ? 1 r 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 auswers will require that the foram be returned for completion. DEVELOPED COAST POLICY Policy I.. 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 LAP Section III—Policies; Page 2 for evaluation criteria. ®area ❑ No ❑ Not Applicable Proposed construction is in keeping with the character of the community and minimizes adverse effects of development by maintaining the existing setback for the proposed residence.The proposed pool is located at the maximum distance possible away from the wetland boundary while maintaing the sidayard setback. Attach additional sheers if necessary Policy 2. Protect and preserve historic and archaeological resources of the 'Town of Southold. See VAMP Section III—Policies Pages,through 6 for evaluation criteria YJ Ves ❑ 11-To ❑ Not Applicable The majority of the proposed residence is within the footprint of the existing residence to protect and preserve historic and archaeological resources. Attach additional sheets if necessary Policy 3. Enhance visual quality and protect scenic resources throughout the 'Town of Southold. See LWRP Section III a Policies Pages 6 through 7 for evaluation criteria Z Yes ❑ No❑ Not Applicable Proposed construction is in keeping with the character of the community and minimizes adverse effects of development by maintaining the existing setback for the proposed residence. 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 ❑ des ❑ No ❑ Not Applicable Three drywells are proposed to manage stormwater. i Attach additional sheets if necessary Pol ey S. Protect and improve water quality and supply in the'Fowls of Southold. See LWRP Section III --Poliidies Pages 16 through 21 for evaluation criteria `Yes ❑ No ❑Not Applicable A new I/A system is proposed,which will reduce the amount of nitrogen leaching into the wetlands.Drywells are proposed to manage stormwater and to prevent it from running off into the wetlands.Silt fencing will also be used during construction to protect the wetlands and prevent sediments from_ entering. ..4.:ch additional sheets if necessary I-Vicy 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 0 Not Applicable 1 A proposed I/A system and gutter-drywell drainage system will work to protect water quality and,therefore, marine habitat. 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. n Yes FI NO© 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. L�J Yes No Not Applicable , i PUBLIC COAST POLICIES Policy 9. Provide for ,public access to, and recreational use of, coastal waters, Public lands, and public reo ources of the 'Gown of Southold. See LWRP Section III—Policies; Pages 38 through 46 for evaluation criteria, YeO No O Not Applicable A_M- cb additional sheets if necessary i WORIONG COAST POLICIES Policy 10. Protect Southold`s water-dependent uses and promote siting of new water-dependent uses in suitable locations. See LWRP Section M—Policies; Pages 47 through 56 for evaluation criteria. ❑Yes ❑ No 7 Not Applicable Attach additional sheets if necessary Folicy IA. Promote sustainable use of living marine resources in Long Island Sound, the Peconic Estuary gaud Town waters. See LMMP Section III—Policies; Pages 57 through 62 for evaluation criteria. ❑ 'des ❑ lido® loot Applicable _ I Attach additional sheets if necessary Po9icy 12. Protect agricultural lands in the Town of Southold. See LWRP Section III—Policies; Pages 62 through 65 for evaluation criteria. ❑yes ❑ No® 1Qdot Applicable Attach additional sheets if necessary -Policy 113. Promote appropriate use and development of energy and mineral resources. See LWRP Section III—Policies; Pages 65 through 68 for evaluation criteria. yes ❑ DIo ® Not Applicable Agent, PREPARED D BY Chris Cole TITLE Cole Environmental Services DATE 8/6/26 425 Montauk Highway - --. _----- East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management James S. Duffe and Patricia Dolan 1270 Greenway East Orient, NY 11957 SCTM No.: '1000-015.00-02.00-009.000 Rroft.ci. Desr_.rip-don Demolif-ion of existing 1,605 SF dwelling, 545 SF rear patio, 22 SF outdoor shower, 81 SF concrete front porch,74 SF concrete walk, and 450 SF asphalt driveway. Proposed irregular 2,405 SF two-story frame dwelling with cellar and ±636 SF attached garage (included in square footage of house), 647 SF rear patio.& R/O patio, and 176 SF front porch. Rear±44 SF rear egress window. 16'x 31' (512 SF) in ground pool with coping. ±1,004 SF asphalt driveway with irregular ±170 SF front walk and stairs.Two 6'x 4' deep and 8'x 12'deep drywells. Existing cesspool(s)to be ;pumped .and removed or abandoned as per SCDHS standards. Existing waste line to be changed to 4" r_ast iron installed by licensed plumbing contractor. Proposed FUJI CEN-5 I/A OWTS as shown on sanitary plans. www.ColeEnvironmentalServices.com 2, 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631)369-9445 Wetland Project Management James S. Duffe and Patricia Dolan E C 1270 Greenway East I Orient, NY 11957 SCTM No.: 1000-015.00-02.00-009.000 l SEP 3 2026 outf oId TOW Project Description E Trustees 3cora f T,ustees Demolition of existing 1,605 SF dwelling,545 SF rear patio, 22 SF outdoor shower, 81 SF concrete front porch,74 SF concrete walk, and 450 SF asphalt driveway. Proposed irregular 2,405 SF two-story frame dwelling with cellar and ±636 SF attached garage (included in square footage of house),423 SF rear patio &224 SF R/O patio, and 176 SF front porch. Rear±44 SF rear egress window. 16'x 31' (512 SF) in ground pool with coping and pool fence.±1,004 SF asphalt driveway with irregular±170 SF front walk and stairs.Two 6'x 4'deep and one 8'x 12' deep drywells. Existing cesspool(s)to be pumped and removed or abandoned as per SCDHS standards. Existing waste line to be changed to 4" cast iron installed by licensed plumbing contractor. Proposed FUJI CEN-5 I/A OWTS as shown on sanitary plans. 40'-wide non-disturbance buffer. www.ColeEnvironmentalServices.com A iE E is 425 Montauk Highway East Quogue, NY 11942 Environmental Consulting (631) 369-9445 Wetland Project Management PHOTO SHEET 1270 GREENWAY EAST ORIENT, NY 11957 SUM No.: 1000-015.00-02.00-009.000 ALL PHOTOS TAKEN ON 07/23/26 PHOTO 1—AERIAL FROM ABOVE a • -42 ,r.r y f�itl vi. Cole Environmental Services. � � t (` r� 7 AL Li I ki.- .r + ~ F ix t � dl� „! I •�J `1 riA PHOTO 4-GROUND LEVEL FACING EAST r. PHOTO 5-GROUND LEVEL FACING EAST t 1 ir.Ese 'ces PHOTO • SOUTHWEST PHOTO SOUTH h✓�c�..i' .a ot.xa°e B ISLAND _ a Oa08-0I y.n t• 5 tl K AA I 3 rota 0, la I 16 i '•- I ; SCH O.2' ---n.. .•_.65 F.O 25 L.D.40 MD.60 P0. 4e°.. AA 44 MU nO�PU f1t. ,s \e t us a bm ° st'�g n /: •� ca;Nnoa aucsax N7e a _.. eA ID `i 's 6 fry l c.. +o cc i°° I {#Z�' `.. ,� °• y+'+ ". NI NI)n ..HE t T n .ATV'1•tA 1 J - »5 n to 1J p. M t{ 1.11 [, •?i r,3 , • ts,.,1 I • aa,w �, « Iz•a� �.° ° ri..� �e �, �,e �.=s� y�� P� ��,..<; mr 1.� c d;s� sa.Ia •I Ie b s° � 1 T \ ,. w 'ss., ,, �• , A .12 u!Ir." ,1w A 5 ' r —.._. y4 - e•4 i• Y J > 241tv.. a s M1e 1yae1 + � 1A a l '.. � „u `_ •e..� Y x a�� x+s) >s s. ` .^"" aA S i � 't,A - i z• Q w S ,fie p�eN1 �2 �. ra � ryhi PoR✓G4,+0. _ 11A1c1 SEE 6EC eb. SEE SEC NO '• "' . jz + V e02}010021 014-))A031 .. � �. .• I lMTGtI LINE - .. 39 •�. 2 uHq g i i 3 � �" �m�• ""' �"" _ .• .' COUNTY OF SUFFOLK C i 1tOT� _ *a<I w Iron sEcrbN Nu - -,,,, Real Yr.11„ 1 u,3mu IN wc.n®reo r ® n..00 sourHoin ol.ri Intl . 6 S.C.T.M. NO. DISTRICT: 1000 SECTION: 15 BLOCK: 2 LOT(S):9 I \ l a POND/LEACHING AREA LAND N/F OF -10 PETTYS BIGHT ASSOCIATION INC. > u.P. N 83 1'50"E `� \ \�NUj \ I w 'a \� 178.01, I POND N`. `�sti� ti ti W L WELL � \ <y00 N— NN � �\ COST o_ o.:..::'::::;':::::.'•:::•:•::.' ` �`' \`. \ O'er — 4— STORY \ °T �.:...::•nr2�a:�..'•�.:••:e � LOT 29 NI O ^0 o I ` 70` LAND N/F OF :'•';'::•:`::::'•::'..::• QISG PROPERTIES LLC \ ASPHALT DRIVEWA Y I = :::':'::':'• •'. (` pJEiR� ti 79 ) �\ 55' '_ \ LAWN AW I i TESTHOLE µ+u.P. I S 83 011'50" ` \ W EDGE 0 r \ I 164.57' LAW LOT 30 I � I I I � I ELEV. 18.0 I I SILTY I OL CLAY I W/GRAVEL 1 2.0' 1 1 MED.TO I COARSE I SW BROWN L__ SAND& GRAVEL PARK VIEW LANE HIGHEST EXPECT. WATER EL 2.0 17' AUG.20,2023 K.WOYCHUK LS ZONE X THE WATER SUPPLY, WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103CO069H LOCA77ONS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS. AREA: 20,554.85 SQ.FT. or 0.47 ACRES ELEVA77ON DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW YORK STATE EDUCA77ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING 77-IE LAND SURVEYOR'S EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 77TLE COMPANY, GOVERNMENTAL AGENCY AND LENDING INS77TU77ON LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS77TU770N, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE 7HEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE 77-IE EREC77ON OF FENCES, ADDIT70NAL STRUCTURES OR AND 07HER IMPROVEMENTS. EASEMENTS AND/OR SUBSURFACE STRUC-TURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OF: LOT 29 O F N c I,V CERTIFIED TO: JAMES DUFFS; GREEN ACRES MAP OF: �P�,\A M' �00 FILED: APRIL 73, 1962 `-D �� G SITUATED AT: ORIENT a r � O TOWN OF: SouTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK �0 050882 �Q Professional Land Surveying and Design N P.O. Bog 153 Aquebogue, New York 11931 FILE # 223-52 SCALE: 7"=30' DATE: MAY 5, 2023 N.Y.S. LISC. NO. 050882 PHONE (631)298-1588 FAX (631) 298-1588 A5-BUILT SITE INFORMATION: -SUFFOLK COUNTY TAX MAP ID: 1000-15-02-09 OF -SUFFOLK F I -EXISTING 3 BEDROOM HOME WITH PROPOSED ADDITION. TOTAL OF 4 BEDROOMS IMPROVED - PRIVATE WATER -LOT AREA:ACRE 0.47. 20,554.85 5F. O/SG PROPERTIES LLC -PROPERTY LOCATED AT 1 270 GREENWAY EAST F= ORIENT,TOWN OF SOUTHOLD,SUFFOLK COUNTY, NEW YORK % I -SURVEY PROVIDED BY:KENNITH WOYCHUK L5 PLLC 05-05-2023 m EXIS.SANITARY CESSPOOLS TO BE -VERTICAL DATUM-NAVD'1958 DATUM i�� (9' i I Z PUMPED AND ABANDONED OR -PUBLIC WATER SERVICE H REMOVED PER SCDHS STANDARDS. -WELLS WITH IN 1 50'OF PROPERTY SHOWN. ?6 d (C R` N LL g -SURFACE WATER*WETLANDS WITHIN SHOWN ON SURVEY. eSSw (a of I i GENERAL NOTES: 7L 21 � , / C I 1. DESIGN FOR 4-BEDROOM HOME. p > IF/91 1 l of / FUTURE EXPANSION 2. I/A OWr5 SANITARY REPLACEMENT DESIGN. W P4 Z ® ® ; �I ` / i / 3.51TE PLAN AND REFERENCE ELEVATIONS TO BE USED FOR I/A OWTS SANITARY SYSTEM /' is PROP.THREE(3)4-FOOT PRECAST LEACHING GALLEYS CONSTRUCTION ONLY.EXACT PROPERTY BOUNDARIES,UTILITY LOCATIONS AND ELEVATIONS $ 06• 8_�O _� ® %120.00' o ARE NOT GUARANTEED. 4.ELEVATIONS BASED ON SURVEY PROVIDED BY KENNITH WOYCHUK L5 PLLC 05-05-2023 i 5. ONSITE UTILITY MARK-OUTS TO BE PERFORMED BY CONTRACTOR PRIOR TO PERFORMING SITE WORK. I�G G. SOIL TEST HOLE DATA PROVIDED BY K WOYCHUK 08-20-2023 O LV� I j 7.EX15TING SANITARY CESSPOOL5(5)TO BE PUMPED AND REMOVED AS NECESSARY PER 5CDHS STANDARDS. - ... / e� PROPOSED I/A OWTS SEPTIC SYSTEM FOR UP TO 4 BEDROOM RESIDENCE: 1. ONE(I)FUJI CEN-5 I/A OWTS W1900 ADAPTER Sao:,; 2. ONE(I)FUJI MAC80R BLOWER,VENT AND FUJI CONTROL ASSEMBLY. W oOo/ I � ,�•D�" 3. THREE(3)5.5'X 4.75'X 4'EFFECTIVE DEPTH LEACHING GALLEYS. w Ln 4.ONE(I)8.5'X 4.75'FUTURE EXPANSION AREA. Z 07 GENERAL SANITARY SYSTEM AND INSTALLATION NOTES: W `C 1. I/A OWr5 SEPTIC SYSTEM DESIGNED FOR UP TO 4 BEDROOM HOME PER SUFFOLK COUNTY Q 1s oe l i `\ DEPARTMENT OF HEALTH STANDARDS(5CDHS). V5 } POND/LE4CH/NG AREA _ 2. INTERIOR PLUMBING AND INVERT TO BE RELOCATED BY LICENSED PLUMB W ING CONTRACTOR AS Z Z PETTYS BIGHT ASSOCW7ION INC. i r _ - - \� SHOWN ON PLANS.cli POOL IMPROVED PRIVATE WATER 3. SANITARY GRAVITY DRAIN PIPE TO BE 4-INCH CAST IRON AT FOUNDATION PENETRATION AND w Z % -- - - 16'X32' - I ln; ARIS7/OES PAPAa4KOS 4-INCH PVC 5DR35 DOWNSTREAM OF FOUNDATION. w Z 0 P I N G = 16. I \% 4. I/A OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVING ONSITE USING THE LL L1I METHOD APPROVED BY MANUFACTURER. LL 5. THE DESIGN ENGINEERSHALL OVERSEE THE OWi5 DURING SYSTEM STARTUP. p O DDSTING `� -T --- - G. THE OWTS INSTALLER SHALL BE LICENSED, HOLD AN ENDORSEMENT FROM SCDHS AND BE A I` (SHOWN W NDAASHm PATIO r /� - --- - - FUJI CONTROL PAN MAC BLOWER ASSEMBLY AND VENT �� - '- ` - �° ' FUJI AUTHORIZED INSTALLER. N j/ TO BE RpNp� 7. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH 5CDHS. THE ' s f DESIGN ENGINEER SHALL PROVIDE CERTIFICATION DOCUMENTS AS REQUIRED BY SCDHS. I 8. AN OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE PATIO = 19.6' R/O PROP.FUJI CEN-5 I/A O S W/90°ADAPTER PATIO �� / � _�----'-'---�_ PROPERTY OWNER SHALL BE PROVIDED TO SCDHS FOR I/A OWTS. 9. A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE OWTS. i'• oN J-�' -L- I � �_ 10. WATER SOFTENER BACKWASH SHALL NOT BE FLUSHED TO PROPOSED SEPTIC SYSTEM. a- FRO --- STORY 7X °'4� I � �, 1 1. CONTRACTOR IS RESPONSIBLE TO OBTAIN TOWN BUILDING PERMITS AS NECESSARY PRIOR TO •'/- � 5 0 �� INSTALLATION OF THE PROPOSED SEPTIC SYSTEM. 12. NOTE THERE IS AN EXISTING HOUSE TRAP. I/A OWr5 TO BE VENTED THROUGH 2 INCH CARBON j/•' -r '' i I GAPAGE �c PROP.WASTE LINE RELOCATION. y� 13. NO EXISTING OR PROPOSED DRYWELLS. o/E I Ie.o TEST 4-INCH CAST IRON INSTALLED BY S�0 IG.O. I ' HOLE LICENSED PLUMBING CONTRACTOR. o LEGEND I / I , I Lv C�A5T IRON LF-LINEAR FOOT M / rl I _D I CO-CLEAHOUT LP-LEACHING POOL _ 15.O CP-EXISTING 5ANITARY CE55POOL M-PSD MANIFOLD 00 I.LI PORCHr .6' /� _ , 0 j Q CTG-CUT TO GRADE MAX-MAXIMUM I� X •, / L^ -_ 0 J DB-DISTRIBUTION BOX MIN-MINIMUM re) AY dL wA�WAY I I EL-ELEVATION OWT5-ONSITE WA5TEWATER TREATMENT 5Y5TEM /n Q rl 5.5'b� IG.O, / O\\ ` `\1' • ExVnNG Aspl{pl'7 DR �` , IXI5-E15TING POOL PT-PERCOLATION TE575CDH5-5UFFOLK COUNTY DEPARTMENT OF HEALTH SERVICE5 �v/� U zz OWN WR}{ DASHED I LLI FFE-FIN15MED FLOOR ELEVATION 5T-5EPTIC TANK vJ O ED WALK I IDo ( BE REpLAOED I I \ GE-GRADE ELEVATION TH-TEST HOLE W Z>- ROp L ! GPD-GALLONS PER DAY V-VEM OS I � (n HEGE-HIGHEST EXPECTED GROUNDWATER TB-THRUST BLOCK Z ` \ I 1 Y VA OWT5-INNOVATIVE/ALTERNATIVE OWT5 TYP-TYPICAL ZWELL (� a ` L IE-INVERT ELEVATION WM-WATER METER Of Z I I EXIS.OVERHEAD ELECTRIC SERVICE � N -�~ I I I I Q HOMEPORT ENGINEERING SHALL NOT BE RESPONSIBLE FOR THE CONSTRUCTION MEANS do METHODS UTILIZED Lu w Y EXISnI40 DWE LIING,� RED) o= I FROpl SED I I a (SHOWN Woo e, P Asp T BY THE CONTRACTOR, NOR FOR THE SAFETY OF THE PUBLIC OR CONTRACTOR'S EMPLOYEES THE ENGINEER �p� Z V O TO BE R ® I % � DRIVEWAY \ ��-__ 274.69 __-�-I/ SHALL NOT BE RESPONSIBLE FOR THE FAILURE OF THE CONTRACTOR TO CARRY OUT THE WORK IN �� 0 z o_ RRcc�� `\ J ACCORDANCE WITH THE SUFFOLK COUNTY DEPARTMENT OF HEALTH'S STANDARDS AND REGULATIONS. Q w W w EXIS.PRIVATE WATER SERVICE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO BACKFIWNG OF ALL STRUCTURES AND ASSOCIATED PIPING. > L LIJ i '94-oZ Q 0 N m EL ' \ (n Q O \ O t �3ry�dd �0 3/3 EAST GREENWAY _ DATE:07-31-26 �:J d-, u ql i_ '- � ' SCALE: 1:30 DESIGNER:TAO SIAN ITARY SITE PLAN �` j ! I \ AUG 1 9 2026 SHEET: SCALE= 1 :30 0 30' 60' So"iold Town L Board ofTrus'ees I / 2-10 VENTILATION PIPE •^►" SCUM BAFFLE B CHAMBER Volume(gal) B"�— CD Sedimentation Chamber 277 FINISHED GRADE :-W * 7'—I1° 3 Anaerobic Filtration Chamber 2 88 IIr 2'-1 2'-7" —1� Aerobic Contact Filtration Chamber 127 �j`L�OSA Ob® RECIRCULATION Storage Chamber 63 1. COVER MIN. 1+MAX.2' � a$ o AIR LIFT PUMP Disinfection Chamber 4 O DISINFECTION Total Volume 749 +• - {{,, CYLINDER(OPTIONAL) 4"INLET PIP J4"OUTLET PIPE SPECIFICATIONS ®�®�®�® �� At 4 A Anaerobic Media PPlPE Filling Rate 32% S9 4' 1 Board Type Aerobic Media PVC/PP/PE Filling Rate 16% ® ® ® ® C ®� 0aw's !y� \ Aerobic Media PP/PE I Filling Rate 57% ®®®®®®® 4'- I R 62 ® SSd®�Blower 2.8 cfm EFFLUENT a ®®®®®®® INLET BAFF (D AIR LIFT PUMP Tank FRP 0 Pi ing PVC/PP/PE CD a ®®®®®®® o Access Covers Plastic/Cast Iron +C ®®®®®® Disinfectant(Optional) Chlorine Tablets —r— J- —4•— ®®®®®® RECIRCULATION PIPE L FLOW BAFFLE 1Q"AIR INTAKE ' FLOW OPENING(TYP.) (CLEANING OPENING) B MAC 80 R BLOWER DETAIL PLAN VIEW SCALE:NTS -6" 18"MANHOLE(TYP) 18"MANHOLE(TYP) 24"MANHOLE(TYP) DISINFECTION 24"MANHOLE TO ALLOW WATER P ATM Tom 3'-011 CYLINDER(OPTIONAL) RUN OFP FLOW OPENING CONTROL PANEL CONTACT 4X O E 1 —Z' CONTACT MEDIA O B OWECANTROt I Q TOBL0MD IVER GROUNDWATER M 3 TBROL WIPJNG TO LEACHING GALLEY NOTES LEACHING GALLERY DETAIL NOTES W Q ~ © - THREE(3)8.5'X 4.75'X 4'EFFECTIVE DEPTH PRECAST U W LO REssuE TREATED CONCRETE LEACHING GALLEYS SCALE:NTS Z 4x4 Posr _ MINIMUM 4-FOOT EFFECTIVE LEACHING DEPTH OF GALLEY W THER RESISTANT ENCLosuRE suPPUEO - MINIMUM BURY DEPTH OF COVER 12-INCH TO GRADE, 5'-5- © O4 5'-5" RECIRCULATION BY MANUFACTURER MAXIMUM 24-INCH ASSEMBLY - TOTAL OF 300 SF EFFECTIVE LEACHING AREA FOR UP TO 4'-5" 4'-3' 4'-3" 4-BEDROOM HOME W Z Z MINIMUM SETBACK FROM BASE OF CHAMBER TO GRADE EL. 18.0'i- W O O 3 GROUNDWATER 3-FOOT. -NT5- W Z MAC BOR EXISTING SOIL CONDITION STATEMENT W �/ _AEROBIC MEDIA AIR BLOWER SILTY CLAY 1. It W Itc.SUPPLY - LEACHING GALLEYS TO BE PLACED IN CLEAN SAND AND W/GRAVEL EL ILL 'n AERATION ASSEMBLY FROM OWEwIJc V A/ To°"� GRAVEL ONLY(SP,SW) O (OL) 16.0'i- LL FUJI CONTROL PANEL DETAIL - SOIL CONDITIONS MAY VARY AND NEED TO BE CONFIRMED IN a MED TO = c) O FIELD AT TIME OF INSTALLATION. COARSE TE5T HOLE INFORMATION 0 N SECTION A-A VIEW SECTION B-B VIEW SCALE=NT5 REMOVE AND REPLACE UNSUITABLE SOILS IF NECE55ARY WITH BROWN PROVIDED BY K WOYCHUK PROPERTY CLEAN SAND AND GRAVEL FOR A 3-FOOT COLLAR AROUND SAND LOCATED AT CIRCUIT BREAKER NOTES: GALLEY,EXTENDING DOWN INTO THE EXISTING ACCEPTABLE W/GRAVEL EL 1 270 GREENWAY EAST ORIENT DESIGN NOTES: MATERIAL(SP SAND). O (5P) 2,0'± 1 1937. MAIN BREAKER ELECTRICAL PANEL FUJI CONTROLPANEL DATED 08-20-2023 xousEPANEL FUJI CLEAN CEN-5 FOR RESIDENTIAL STRENGTH WASTEWATER UP TO 500 GPD.DE51GN FOR 4-BEDROOM 440 GPD. — WATER IN DEPTH OF TEST HOLE 17.0'± cs Ll-zo At�s-lzavnc MED TO call BI COARSE SECONDARY SAFETY COVERS TO BE INSTALLED UNDER ALL TREATMENT UNIT COVERS. �'r FACE OF BNLOINO BROWN HIGHEST EXPECTED TANK TO BE INSTALLED ON LEVEL COMPACTED SAND OR GRAVEL BASE AND PROPERLY BACKFILLED PER MANUFACTURER NJtL+s■1Sia-DEE° SAND GROUNDWATER RECOMMENDATIONS. vENT STACK eoMPAarED EMBEDMENT STOPPER OR ENO PLUG W/GRAVEL EL STATEMENT: FLOOR SLAB OR STflUCTUBE SLUATE OR OTI�R O (SP1 1 O,� -TEST HOLE SHOWS FUJI CEN-5 SINGLE LINE WIRING DIAGRAM USE WITH MAC80R BLOWER AND FUJI CLEAN CONTROL PANEL. F F. rtaB EcovEq — GROUNDWATER SCALE:NTS INSTALLATION TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED INSTALLER ONLY. `+ WATER ENCOUNTEREDENCOUNTERED AT EL 2.O'± $ AT EL 2.0'-t START-UP AND SERVICE TO BE PERFORMED BY A FUJI CLEAN AUTHORIZED SERVICE PROVIDER ONLY. INTERIOR ERIOR TEST HOLE INFORMATION WATERLINE m� SCALE: NTS z (I'�/ SEPOOTMIK—+ v M MINIMUM CO F CAST IRON EI(TENSION FROM U) (—i FOUNDATION BEFORE TRANSDIONTO CO ATSM D4034 COMPLIANT SDR U SEWER PIPE ^^>° W CL: Z} CLEANOUT AT FACE OF BUILDING NIMATERV SSHEOUE°oP C mP CD rj z TYPICAL CLEANOUT DETAIL W w Lu SCALE:NT5 N:. "° mm v:EwmPI } O LZJ,1 0c:(W _ U) wm, Q CLEANOUT '° aE..,,°a"Tnu,m°r"r? °Osrtrn d C'•— TO GRADE 12-INC RISERS TO GRADE LLLLJ FFEL 20't EXIS GRADE EL.18.0't W/S FETY GRATINGS ° cbbrt P+ Q O H = V)°O EXIS GD EL 18't " , Z -<O 0.PROP INV I7't I 12-INCH COVER MATERIAL PA I II\�J 1 I Q � IE:1s.o't I II �J � 15 4-INCH PVC SDR35 MAXIMUM 24-INCHES TO GRAD MIN SLOPE.027LF Ex1s GRADEA(3X)4L _ I L__j 4-INCH PVC SDR35 ® ® ®�® ® ®®® MIN SLOPE.017LF IE:12.2't ® ® ® ® ® ® ® ® ® ® ® L TALE o „,........ 1 O FUJI CLEAN CEN-51/A OWTS ®®®®® ®®®®® ® ®®®®® ®eenm2 ®® ®®®®®®® DATE:07-31-26 enem— SCALE: NTS BASE O CHAMBER EL 8.5'tLLEYS SPACED 4-FOOT APAR IN LINE _. .-,_.• �� - DESIGNER:TAO /4-INCH SDR35 CROSSOVER PIPES �+E� -/ -�•^••^ ""°` ° mn MINIMUM 3-OOT SETBACK FROM BOTTOM OF SYE TEM TO SHEET: 5 HEGW:2't , GROUNDWATER,6.5'SETBACK SH 10' 20' 80' 90' 100' 110' 120' HIGHEST EXPECTED GROUNDWATER2't HOUSE SANITARY ELEVATION PROFILE FUJI 00° INLET ADAPTER SCALE:NTS SCALE=NT5 7 , t S E P 3 0 2026 r - I,J i ILI 6334 Northern Boulevard East Norwich, New York 11732 QJ CO T � � al 516 . 308 . 4646 Phone 516 . 813 . 0924 Fax 06'48'10 ,1 Info@JOeBeIIOArchitectS.com I ETE 8"THICK - 20"A CONCRETE TAPERD / --_- - .d I , f - II 7, !t�J www.JoeBelloArchitects.com 8"THICK MIN BEARING COVER LIFT HOOK _ _ PROPOSED LEACHING GALLEYS & FUTURE EXPANSION FINISHED GRADE COVER ; SEE ENGINEERING DRAWINGS rfr` 10 rsIN BACKFILL WITH '/ I,f AX CLEANSAND {/p� r I (20.0or I --i SOLID PRECAST BE STACKED TO - -' [k �- ;I -' FINISHED GRADE � ' € E1 tT PA LI€- It-1!-_' REQUIRED ---- 1 SEE -Q L=1 V t3�Ct€�.€� RECLINED N-12 HD CI I�� WA M'IN SLOP �, DATE ISSUED: �' REDUCE_ - - - / ', I, - r ll - ------ ------ ---- ------- --- ----- t PRECASTDGND �/ o' 7-6-2026- Issued to Trustees I ES !y I -1�- � _ u Q-'V 11-1 r-1€1€�P=1 L� -__ DRYWELL j� L I,//••�� Ld �1 ET --- r "mod 2' IN EXISTING SAND LAYER L� TO GROUND WATER FILTER FABRIC WRAPPED --' AROUND DRYWELL_ -__-�GROUNDWATE 00 GROUND WATER ry'L_ +(. _.' -.._I _-_ �_-- �1�� - O �S 39 / TYPICAL PRECAST DRYWELL DETAIL I �_ 1� ,� j ' 10 r SCALE NTS 0 , L� r ( ( r O/ , Q EE�� STORMWATER DRAINAGE NOTES L p//jf --- \ -`--" / Q d 4' TALL POOL SAFETY 2 DROYWELLS SHALLLRAGE EBE PROVIDED FOR ALL ROOF RUS CALCULATED BASED ON 2" INOFFEAND PROPOSED � j J �- A\ - Uo�j / �5• / ENCLOSURE FENCE IMPERVIOUS -RIC - - -- ,'' 01 - --- -- ----- - ------ 5 ALL CONCRETE ORCDRA DRAINAGE BE WRAPPED UCTURESTTO BE MINIMUM 4 000 P51 AT 28 DAYS �� O 60 J pl I I 3 WHERE SUITABLE MATERIAL IS ENCOUNTERED THE STRUCTURE NAGE STRUCTURES H FILTER INSTALLED ON UNDISTURBED GROUND � 1 p _p, p l0.0 ALL STORMWATER STORAGE STRUCTURES SHALL BE OFFSET AS FOLLOWS I1- !- I' � 1 0 q I FROM MIN DISTANCE , �L --�I MAIN HOUSE AND GARAGE 10' !`9 - I POOL q PORCHES AND OVERHANGS 5' - - -- -' / I OP�NG / / WATER SERVICE LINE 10' ' I d•- UNDERGROUND UTILITIES 5' / Ly / "l✓ II - p SWIMMIPROPENG LINEPOOS 1D, ''.'� /off, \1 p1 �- o o/ EXISTING CESSPOOLS SEPTIC TAN DU FFE SEPTIC LEACHING POOLS 10' /� � � -�-� � SPOOL S (SHOWN WITH DASHED RED) j � o+�• � �-_-��1' / d r0 BE REMOVED RESIDENCESTORMWATER RUNOFF CALCULATIONS ` o �` �� _-, PA /9 EXISrINC CO,NCRL]E PATIO WELL ON f rio = �7 - -- 150' FROM r R/O (' / (SHOWA.' 14'ifli n/IS!%�,:/ P,` 1375 GREENWAY E - / - s E�,FSS DRAINAGE AREA AREA RUNOFF STORAGE REQUIRED FOR DRYWELL y (SF) COEFFICIENT 2"RAINFALL EVENT - / ' -' 'G J \`�V K"INDOW I 4 « _�t `c-;v,,;V�1, 1170 Grzenv�ay East (CET) �- -- 'tom P.4 7•/0 •, Orient NY, 11957 R-1 ROOF AREA#I 425E 1.0 7CF OW-1 - t // N ' -PROPOEH)-FU✓I Cl_N--5 I/A _-_ R-2 ROOF AREA#2 1225E 1.0 20 CF OW-1 _ � --I . �Gs ONE STORY 1 /SDI SEE EAI�INEERs DRAWINGS SCTM# 1000-015.00-02.00-009.000 R-3 ROOF AREA#3 50 SF 1.0 8CF DW-1 - , 1 -- R4 ROOF AREA#4 415F 1.0 7CF DW-1 PR r_--'-� R-5 ROOF AREA#5 415F LID 7CF DW-1 � ! � � � � OPOSED TWO STORY i -�' - /` R-6 ROOF AREA#6 43 IF 1.0 7CF DW-1 1 4.0 FRAME DWELL//y I - -LIMIT OF CLEARING AND F�Rsr G - GROUND DISTURBANCE LINO o'o R-7 ROOF AREA#7 665E 30 11 CF DW-1 _ /� �; ONE CELLq FL OOR = PO 0' /, GA RA GE , � R-8 ROOF AREA#8 455F 1.0 8CF DW-1 '�1-_, R SLAB R-9 ROOF AREA#9 192 IF 1.0 32 CF DW-3 � � /� s.s' STORY o -�9.B'' �( R-10 ROOFAREA#10 275F 1.0 5CF DW-3 /�, - /8 0' PROPOSED POOL EQUIPMENT mo R-l.ROOF AREA#11 545E 30 9CF DW-3 / •�I 0 5 1 p - 60' I IC TO BE WITHIN A SOUND z l°ORCN o iI ATTENUATING ENCL OSURF_ v rn When a registered design A-1�ASPHALT DRIVEWAY 1,OD5 IF 1.0 168 OF DW-2 - � � N A-2 REAR PATIO 2165E 1D 36 CF DW-3 O - /9.6' '0 2 professional has stamped and P-1 10%SWIMMING POOL - -- 260 CF DW-2 - /, _'J 5 ter, O � '�l6.'p'. �O' /6 0' /5 0° _ 'o signed this page (blue ink), they c 5 01 are attesting that to the best of STORMWATER STORAGE CALCULATIONS 00 g• 0 his/her knowledge, belief, and DRYWELL FOR 2"RAINE LE EVENT ELL QUANTITY RECOMMENDED ST(CRF�A'E COVERS �/ELI ` /-ROPOSED WALK -- - -- II\\1 I,;'` professional judgement, such STROAGE REQUIFRED DESIGN SIZE PROVIDED L -_ (CFT) 1 M plans and/or specifications are / in compliance with the latest DW-1 75 CF 1 6`0"0x4'-0" 89.3 TAPERED CONCRETE EXISTING DWELLING - 0�� o New York State Building Code. (SHOWN WITH "DASHED RED) ASPHALT DRIVEWAY & WALKWAY � DW-2 428 CF 1 8'-0"0 x 12'-O" 5D5 TAPERED CONCRETE TO BE REMOVED (SHOWN WITH DASHED RED) ro BE REPLACED © copyright 2025 n DW-3 82 CF 1 6'-0" x 4'-0" 893 TAPERED CONCRETE PROPOSED_ !.C` ASPHAL T � \ 0 DRIVEWAY 274.69 JOE BELLO ARCHITECT r , P.C. D A - E C� -------------- Al „0b,I Ion I N , L - - -- -- �G^\?�P� <<o�SL'OIZ[ ° � 1270 GREENWAY EAST,ORIENT,NEW YORK 11957 ZONE:R-40 ZONING ANALYSIS TOWN OF SOUTHOLD ' -- - -- - -- - --------- - -- ---- ---- --- - * I I SCTM#1000-015.00-02.00-009.000 ISSUE REQUIRED/PERMITTED EXISTING PROPOSED LOT AREA 40,000 SF. 20,554.85 SF.(19,665.85 EXC.UNDERWATER) NO CHANGE 03263713)�� LOT COVERAGE 20.0%-3,933 SF. DWELLING 1,605 SF, DWELLING 2,405 SF. `I F FRONT PORCH 81 SF. FRONT PORCH 176 SF. GREENWAY EAST \ of 544 PATIO 545SF. PATIO&R/O PATIO 647SF. Registered thru 02/28/2029 OUTDOOR SHOWER 22 SF. POOL 512 SF. TOTAL 11.5%=2,253 SF. TOTAL 19.0%=3,740 SF. - - -------- ------- - -- ----------- -- - --- - -- --- - FILE: MIN.LOT WIDTH 150.0 FT. 120.75 FT. NO CHANGE MIN.LOT DEPTH 175.0 FT, 178.01 FT, NO CHANGE 25156 FRONT YARD MIN. 40.0 FT.(NON-CONFORMING LOT) 44,8 FT. TO DWELLING 40.0 FT.TO DWELLING SCALE: = SIDE YARD MIN. 15.0 FT. 26.6 FT. &36.8 FT.TO DWELLING 15.0 FT. &20.5 FT.TO DWELLING Architectural Site Plan 1 if 201-0., SIDE YARD AGG. 35.0 FT. 63.4 FT.TO DWELLING 35.5 FT.TO DWELLING DRAWN BY: MIN.REAR YARD 50.0 FT. 95.1 FT.TO DWELLING 91.5 FT.TO DWELLING SCALE 1,I =20 I RWC MAX.HEIGHT 35.0 FT. & 2 STORIES 20.0 FT.&1 STORY 31.5 FT.&2 STORIES : GROSS FLOOR AREA 1,200 SF.+12.5%OF THE LOT AREA IN EXCESS FIRST FLOOR 1,605 SF. FIRST FLOOR 2,405 SF. SHEET: OF 10,000 SF=3,308 SF. TOTAL 1,605 SF. SECOND FLOOR Ileauoleco:NFoe[,owl 887 SF. TOTAL 3,292 SF. INFORMATION TAKEN FROM SURVEY PREPARED BY KENNETH M WOYCHUCK LAND SURVEYING PLLC DATED:5/5/2023 51 &SITE PLAN PREPARED BY HOMEPORT ENGINEERING P.C.2/5/2026 . PROPOSED FAMILY RESIDENCE ORIENT Bo F L L 0 S E P 13 C- 2026 NEW YORK n GENERAL NOTES: THE GENERAL CONTRACTOR AND ALL SUB-CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE FULL SET OF THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR ANY CHANGES TO THIS PROJECT MADE BY OWNER,GENERAL ALL WOOD FRAMING SHALL BE CONSTRUCTED AND INSTAL LED iNS PER"NATIONAL DESIGN STANDARDS FOR WOOD 6334 Northern Boulevard CONTRACT DOCUMENTS,AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO CONTRACTOR OR ANY SUBCONTRACTOR OR MATERIAL SUPPLIER UNLESS PROPERLY AUTHORIZED,IN WRITING, BY CONSTRUCTION",LATEST EDITION. COMMENCEMENT OF CONSTRUCTION. THE ARCHITECT.THERE IS NO OBLIGATION FOR THE ARCHITECT TO PRODUCE CERTIFICATION LETTERS REQUIRED East Norwich, New York 11732 BY THE MUNICIPALITY. ALL STRUCTURAL WOOD FRAMING, UNLESS OTHERWISE NOTED SHALL BE MINIMUM DOUGLAS FIR NO.2 OR BETTER THE WORK UNDER THIS CONTRACT SHALL CONSIST OF ALL LABOR, INSTALLATION, MATERIALS AND EQUIPMENT WITH BASE DESIGN MINIMUM FB 850 PSI;FV=75 PSI;FC(PERP) - 1,250 PSI;E= 1,300,000 PSI(SEE PLANS FOR -0- REQUIRED AND NECESSARY TO PERFORM ALL WORK AS SHOWN ON THE DRAWINGS SPECIFIED HEREIN AND AS THESE DRAWINGS,SPECIFICATIONS AND OTHER DOCUMENTS PREPARED BY THE ARCHITECT FOR THIS PROJECT ADDITIONAL NOTES AND REQUIREMENTS). REQUIRED BY CONDITIONS AT THE SITE. ARE THE ARCHITECTS INSTRUMENTS OF SERVICES WHICH ARE LICENSED TO THE OWNER FOR THE SOLE USE WITH ZONING ANALYSIS TOWN OF SOUTHOLD 5 1 6 . 3 0 8 .4 6 4 6 P h o n e RESPECT TO THIS PROJECT.THE ARCHITECT SHALL BE DEEMED THE AUTHOR OF THESE DOCUMENTS AND SHALL ALL LUMBER SHALL BE PROPERLY SEASONED AND SHALL BE N1'N UNLESS OTHERWISE APPROVED BY THE 1270 GREENWAY EAST,ORIENT,NEW YORK 1.1957 ANY ITEM OF WORK NECESSARY FOR PROPER COMPLETION OF CONSTRUCTION,WHICH IS NOT SPECIFICALLY RETAIN ALL COMMON LAW,STATUTORY AND OTHER RESERVE RIGHTS,INCLUDING THE COPYRIGHT. ARCHITECT. ALL LUMBER SHALL BE FREE FROM KNOTS,SHAKES,ROT,FUNGUS,OR OTHER DEFECTS. SCTM#1000-015.00-02.00-009.000 ZONE:R-40 I nfo@JoeBelloArchitects.com COVERED ON THE DRAWINGS OR IN THE SPECIFICATIONS,SHALL BE CONSIDERED INCLUDED IN THIS WORK AND www.JoeBelloArchitects.com SHALL BE PERFORMED IN A MANNER DEEMED GOOD PRACTICE OF THE TRADE INVOLVED. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE PERFORMANCE OR THE WORK OF THE GENERAL ALL BEAMS SHALL BE PROPERLY ANCHORED AS REQUIRED. PROVIDE PREFABRICATED GALVANIZED STEEL ISSUE REQUIRED/PERMITTED EXISTING PROPOSED CONTRACTOR,OWNER OR ANY OTHER SUBCONTRACTORS NOR SHALL HE GUARANTEE THEIR PERFORMANCE. HANGERS AT ALL FLUSH FRAMED MEMBERS. HANGERS SHALL 13E:THE APPROPRIATE SIZE FOR THE SUPPORTED ALL WORK SHALL CONFORM TO MEMBER WITH THE SPECIFIED NUMBER OF FASTENERS LOT AREA 40,000 SF. 20,554.85 SF.(19,665.85 EXC.UNDERWATER NO CHANGE THE 2025 BUILDING CODE OF NEW YORK STATE THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF AND SHALL NOT BE RESPONSIBLE FOR THE 2025 RESIDENTIAL CODE OF NEW YORK STATE CONSTRUCTION MEANS, METHODS,TECHNIQUES,SEQUENCES OR PROCEDURES OR FOR SAFETY PRECAUTIONS DOUBLE ALL FRAMING AROUND ALL OPENINGS UNLESS OTHERWISE NOTED. LOT COVERAGE 20.0%=3,933 SF. DWELLING 1,605 SF. DWELLING 2,405 SF. THE 2025 FIRE CODE OF NEW YORK STATE AND PROGRAMS IN CONNECTION WITH THE WORK SINCE THESE ARE SOLELY THE GENERAL CONTRACTOR'S FRONT PORCH 81 SF. FRONT PORCH 176 SF. THE 2025 ENERGY CONSERVATION CODE OF NEW YORK STATE RESPONSIBILITY UNDER THE CONTRACT FOR CONSTRUCTION. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR PROVIDE AND INSTALL ALL FIRE STOPPING,CATS,BLOCKING,ETA.AT EXTERIOR WALLS AND BEARING WALLS AND AS PATIO 545 SF. PATIO&R/O PATIO 647 SF. THE 2025 PLUMBING CODE OF NEW YORK STATE THE GENERAL CONTRACTOR'S SCHEDULES OR FAILURE TO CARRY OUT THE WORK IN ACCORDANCE WITH THE REQUIRED BY CODE AND/OR JOB CONDITIONS AND IN ACCORDANCE WITH STANDARD ACCEPTABLE PRACTICE. OUTDOOR SHOWER 22 SF. POOL 512 SF. . THE 2025 FUEL GAS CODE OF NEW YORK STATE CONTRACT DOCUMENTS. THE ARCHITECT SHALL NOT HAVE CONTROL OVER OR CHARGE OF ACTS OR OMISSIONS OF ALL NEW WINDOW AND DOOR OPENINGS SHALL HAVE STUDS T'VPLED ON JAMBS. THE INNER TWO STUDS SHALL BE TOTAL 11.5%=2,253 SF. TOTAL 19.0%=3,740 SF. DATE ISSUED: ALL OTHER LOCAL CODES AND AGENCIES HAVING JURISDICTION. THE GENERAL CONTRACTOR,SUBCONTRACTORS OR THEIR AGENTS OR EMPLOYEES,OR OF ANY OTHER PERSONS CUT TO RECEIVE THE LINTEL OR HEADER OVER THE OPENING AND SHALL EXTEND IN ONE PIECE FROM LINTEL OR 11062025-Working Drawings PERFORMING PORTIONS OF THE WORK. HEADER TO BEARING BELOW. THE OUTER STUD SHALL RUIN IN ONE PIECE FROM SILL TO TOP PLATES. 9 9 s MIN.LOT WIDTH 150.0 FT. 120 75 FT. NO CHANGE - - - n ALL NEW CONSTRUCTION SHALL CONFORM TO AMERICAN WOOD COUNCIL,2018 WOOD FRAME CONSTRUCTION MANUAL FOR 1 &2 FAMILY DWELLINGS CONCRETE&FOUNDATIONS: ALL NOMINAL JOISTS SHALL BE CROSSBRIDGED WITH SOLID BRIDGING AND/OR 5/4"X 3"BRIDGING AS INDICATED AT MIN.LOT DEPTH 175.0 FT. 178.01 FT. NO CHANGE 07-06-2026- Revisions Per Trustees MID-SPAN OR INTERVALS NOT TO EXCEED 8'-0"O.C.AND SECURELY NAILED AT EACH END. BRIDGING SHALL NOT BE ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NATIONAL ELECTRICAL CODE DESIGN STRENGTH OF 28-DAY CONCRETE SHALL BE 3,000 PSI MINIMUM. GARAGE SLABS TO BE 5,000 PSI NAILED UNTIL AFTER PARTITIONS ARE IN PLACE. PROVIDE(SOLID BRIDGING BETWEEN JOISTS OVER GIRDERS AND FRONT YARD MIN. 40.0 FT.(NON-CONFORMING LOT) 44.8 FT. TO DWELLING 40.0 FT.TO DWELLING 09-29-2026-Add pool fence loc. (NFPA70)AND THE BUILDING CODES OF NEW YORK STATFE. AIR-ENTRAINED. ALL CONCRETE SHALL HAVE A MAXIMUM AGGREGATE SIZE OF 3/4",MINIMUM CEMENT CONTENT OF PLATES OF BEARING PARTITIONS METAL BRIDGING STRAP'S MAY BE SUBSTITUTED AND INSTALLED ACCORDINGLY. SIDE YARD MIN. 15.0 FT. 560 LBS/CU YD AND A MAXIMUM SLUMP OF 4". ALL CONCRETE(CONTROLLED STONE OR GRAVEL)AND REINFORCED �6.6 FT. &36.8 FT.TO DWELLING 15.0 FT. &20.5 FT.TO DWELLING ALL PLUMBING WORK SHALL CONFORM TO THE 2025 PLUMBING CODE OF NEW YORK STATE REQUIREMENTS AND ALL CONCRETE WORK SHALL CONFORM TO ACI-318 SPECIFICATIONS,LATEST EDITION. CONCRETE SHALL BE STRUCTURAL WOOD FRAMING USED IN EXTERIOR APPLICATIONS OR IN CONTACT WITH MASONRY OR CONCRETE SIDE YARD AGG. 35.0 FT. 63.4 FT,TO DWELLING 35.5 FT.TO DWELLING OTHER LOCAL CODES,ORDINANCES AND AGENCIES HAWING JURISDICTION AND TO THE STANDARDS OF THE LOCAL AIR-ENTRAINED(6%)WHERE EXPOSED. SHALL BE ACQ PRESSURE TREATED LUMBER. COUNTIES HEALTH DEPARTMENT. MIN.REAR YARD 50.0 FT. 95.1 FT.TO DWELLING 91.5 FT.TO DWELLING CONTRACTOR TO PROVIDE CYLINDER SAMPLES(3 PER TRUCK)TO BE SENT TO A TESTING LAB TO BE BROKEN OPEN NOMINAL SIZES OF LUMBER NOTED,ACTUAL NET SIZES USED FOR STRESS CALCULATIONS. EIGHT 350 FT & 2 STORIES THE HVAC SUBCONTRACTOR SHALL MAKE ALL ARRANGEMENTS FOR THE INSTALLATION OF ALL HVAC EQUIPMENT AS AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY.NOTIFY ARCHITECT OF RESULTS WITHIN 24 HOURS OF OBTAINING MAX.. . . 20.0 FT.&1 STORY 31.5 FT.&2 STORIES NOTED ON THE DRAWINGS. ALL WORK SHALL BE IN COMPLIANCE WITH NEC,NEMA,NATIONAL PLUMBING CODE, SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE ALL DIMENSIONS ARE TO STUD FACES OR CENTERLINE OF IBEA!,,"S. GROSS FLOOR AREA 1,200 SF.+12.5%OF THE LOT AREA IN EXCESS FIRST FLOOR 1,605 SF. FIRST FLOOR 2,405 SF. ASME AND ASHRAE SPECIFICATIONS, INCLUDING ALL EQUIPMENT,FIXTURES, MATERIALS,ETC.REQUIRED BY STATE DELIVERED. AND LOCAL CODES. WOOD JOISTS SUPPORTED BY STEEL BEAMS TO BE CONNECTED TO 2"X "WOOD BLOCKING BOLTED TO STEEL OF 10,000 SF=3,308 SF. ;OTAL 1,605 SF. SECOND FLOOR oNcwoi,OPEN oar,ow, 887 SF. ALL REINFORCING,AS REQUIRED,SHALL BE MINIMUM GRADE 60 CONFORMING TO ASTM A-615. BEAMS WITH(2)1/2"DIAMETER BOLTS 4'-0"O.C. MINIMUM WIOOC JOIST LAP IS 4". TOTAL 31292 SF. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FIOR THE APPLICABLE FILING OF ALL APPLICATIONS,PERMITS,DOCUMENTS,INSURANCE,ETC.WITH ALL REGULATORY AGENCIES AS REQUIRED IN CONNECTION WITH THIS WORK. PROVIDE EXPANSION,CONTROL AND CONSTRUCTION JOINTS AS REQUIRED BY APPLICABLE SECTIONS OF ACI 301-84. ALL FLUSH STEEL BEAMS TO BE TOPPED WITH A 2"X6"WOOD PLATE BOLTED TO STEEL BEAMS WITH(2)1/2" INFORMATION TAKEN FROM SURVEY PREPARED BY KENNETH M WOYCHUCK LAND SURVEYING PLLC DATED:5/5/2023 DIAMETER BOLTS 4'-0"O.C. &SITE PLAN PREPARED BY HOMEPORT ENGINEERING P.C.2/5/2026 CONTRACTOR TO PROVIDE DETAILED PRICE BREAKDOVIVN.OWNER TO PROVIDE BUILDING PERMIT,SURVEY AND THE EXCAVATION FOR ALL FOOTINGS SHALL HAVE LEVEL,SOLID AND UNDISTURBED BOTTOMS. ALL FOOTINGS FINAL SURVEY. SHALL BEAR ON VIRGIN,UNDISTURBED SOIL,MINIMUM DEPTHS AS PER DRAWINGS. SOIL BEARING CAPACITY IS DOUBLE JOIST UNDER ALL PARTITIONS PARALLEL TO SAME:AMID AROUND OPENINGS. ASSUMED AS 2,000 PSF MINIMUM. THE CONTRACTOR SHALL VERIFY SAME IN THE FIELD. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS,TO VISIT ALL FLOOR JOISTS SUPPORTING BATHROOM FIXTURES SHALL.EE:DOUBLED OR 12"O.C.WHICHEVER CONDITION IS THE SITE PRIOR TO SUBMISSION OF HIS BID TO FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS. NO MAXIMUM SLOPE BETWEEN BOTTOMS OF FOOTINGS SHALL BE 30 DEGREE ANGLE OR REPOSE DEEMED PRACTICAL IN THE FIELD. ADDITIONAL ALLOWANCES,OR EXTRA CHARGES,WILL BE PERMITTED BECAUSE OF HIS FAILURE TO PERFORM THE AFOREMENTIONED SITE VISIT. FOOTING ELEVATIONS SHOWN ON FOUNDATION PLAN ARE BASED ON AND CONSTITUTE THE BEST AVAILABLE LVUS AND ENGINEERED WOOD I BEAM JOISTS TO BE AS MANUFACTURED BY'TRUSS JOIST MACMILLIAN CORF OR INFORMATION. IT MAY BE NECESSARY TO ADJUST FOOTINGS DEPTH DUE TO FIELD CONDITIONS IN ORDER TO REACH EQUAL LVL MEMBERS TO BE 1 3/4"VVIDTHS OR SOLID PSL hV1EMbERS OF THE SAME SIZE. LVUS SHALL HAVE A THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR PROVIDING ALL SITE AND SAFETY PROTECTION ADEQUATE BEARING MATERIAL. FOOTINGS SHALL NOT BE CONSTRUCTED UNTIL SOIL,PREPARED FOR BEARING, HAS MINIMUM MODULUS OF ELASTICITY OF 1,900,000 PSI. - (FENCING,BARRIERS, ETC.)DURING CONSTRUCTION IN,ACCORDANCE WITH ALL APPLICABLE CODES AND BEEN REVIEWED BY THE ARCHITECT AND THE AUTHORITIES HAVING JURISDICTION. ORDINANCES(OSHA,ETC.)TO PROVIDE FOR THE SAFETY OF THE PUBLIC AND THE PROTECTION OF THE SITE AND FLITCH BEAMS SHALL BE CONSTRUCTED OF CONTINUOUS FULL LENGTH STL PLATES BOLTED TO WOOD MEMBERS BUILDING. NO HORIZONTAL CONSTRUCTION JOINTS WILL BE PERMITTED IN WALLS, BUTTRESSES,OR FOOTINGS UNLESS WITH 5,8"DIA. BOLTS @ 12"O.C.STAGGERED,U.O.N. SPECIFICALLY SHOWN. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCH11FECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD PROVIDE NEW WOOD HEADERS MINIMUM(2)2"X8"AT INTER;IC•R'AIALLS(NON-BEARING)AND AS PER DRAWINGS AT CONDITIONS AND DRAWINGS. THE GENERAL CONTRACTFOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE WHERE SLAB ON GRADE IS SUPPORTED ON BACKFILL,THE FILL SHALL BE COMPACTED IN LAYERS NOT EXCEEDING 8" (2"X4"FRAMED)EXTERIOR AND INTERIOR BEARING WALLS WITH aOLiD BEARING STUD SUPPORTS AT ALL NEW FIELD PRIOR TO CONSTRUCTION TO AT LEAST 95%OF THE MAXIMUM DRY DENSITY PER ASTM D-1557. FILL MATERIAL SHALL BE LIMITED TO WELL WINDOWS, DOORS,AND OPENINGS AS MAY BE REQUIRED MY EXISTING CONDITIONS AND NEW CONSTRUCTION GRADED SAND OR SAND AND GRAVEL MIXTURE WITH LESS THAN 10 TO 15%FINES PASSING THE NO.200 SIEVE AND A UNLESS OTHERWISE SHOWN OR NOTED. O� - THE GENERAL CONTRACTOR SHALL CONFIRM AND VERIFY EXISTING BEARING CONDITIONS BEFORE PROCEEDING MAXIMUM GRAVEL SIZE OF 3". QQ WITH THE WORK. ALL PL`WOOD SHEATHING SHALL BE EXTERIOR GRADE C-D)EXTERIOR,TYPE 1 EXPOSURE. APA STRUCTURAL V� ~l ~ - CONCRETE SLABS ON GRADE SHALL BE POURED OVER 10 MIL THICK CLEAR POLYETHYLENE FILM VAPOR BARRIER (GRADE STAMPED)UNLESS OTHERWISE INDICATED. EXPOSED Ni.YWOOD SOFFITS SHALL BE A-C GRADE EXTERIOR, � �1 � DO NOT SCALE DRAWINGS.WRITTEN DIMENSIONS CONFIRMED BY FIELD CONDITIONS TAKE PRECEDENCE. IF OF TYPE RECOMMENDED FOR BELOW GRADE APPLICATION. TYPE 1. PLYWOOD SHEATHING @ FLOORS TO BE 3/4"APA RATED. 48/24 SLOPED ROOFS AND WALLS SHALL BED ` DISCREPANCY ARISES BASED ON FIELD CONDITIONS CONSULT WITH ARCHITECT'S OFFICE BEFORE PROCEEDING SHEATHED WITH 1/2"APA RATED. WITH WORK OR ORDERING MATERIALS. ALL SUBGRADE FOUNDATION WALLS FOR CRAWL SPACES OR CELLARS TO BE TREATED WITH TUFF-N-DRI H8 �O b DAMP-PROOFING BY TREMCO OR APPROVED EQUAL. INSTALLED PER MANUFACTURES INSTRUCTIONS `�,� o� of THE GENERAL CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DETERMINING THE EXACT LOCATION OF ANY S 06o' EXISTING DRYWELLS,CESSPOOLS,SEPTIC TANKS AND(UTILITIES,UNDERGROUND PIPING OR STRUCTURES THAT SPREAD FOOTINGS SHALL BE LOCATED SUCH THAT WALLS AND COLUMNS ARE CENTERED OVER FOOTINGS IN BOTH 48'10rf E MAY INTERFERE WITH NEW WORK OR DEMOLITION AND TO PROTECT SAME FROM ANY DAMAGE. THE REPAIR OF ANY DIRECTIONS UNLESS OTHERWISE NOTED ON THE PLAN. ` PROPOSED LEACHING DAMAGE DUE TO NEW CONSTRUCTION OR DEMOLITION IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. GALLEYS & FUTUPE EXPANSION STANDARD PROCEDURES OF FROST PROTECTION FOR FOOTINGS AND FOOTING EXCAVATIONS SHALL BE USED FOR L`%+� �' f 120 0 , SEE ENGINEERING DRAWINGS NOTIFY ALL CORPORATIONS,ADJACENT PROPERTY OWNNERS, UTILITY COMPANIES AND/OR LOCAL AUTHORITIES WINTER CONSTRUCTION. BACKFILLING OF FOOTING EXCAVATIONS SHALL BE DONE AS SOON AS POSSIBLE TO OWNING CONDUIT,WIRES,PIPES OR OTHER UTILITIES RUNNING TO OR ON THE PROPERTY OR IN THE AREAS PROTECT FOOTINGS FROM FROST ACTION. AFFECTED BY THIS CONSTRUCTION AND/OR OTHERWISE REQUIRED BY THE TOWN OR LOCAL AGENCIES HAVING ' _ JURISDICTION. CAP ALL ABANDONED UTILITY LINES IN ACCORDANCE WITH THE INSTRUCTIONS FROM UTILITY SPREAD FOOTINGS,UNLESS OTHERWISE NOTED,SHALL BE 8"DEEP X 16"THICK, REINFORCED WITH(2)CONTINUOUS r r COMPANIES OR LOCAL AUTHORITIES HAVING JURISDFCTfION. #5 REBAR @ BOi TOM,MIN 3"CLEAR OF EARTH. ` TXI I/ ( -4 ILto vy I I , ' I--•-i-v 4 1 THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ANY AND ALL DEMOLITION, EXCAVATION,CARTING, SLAB ON GRADE UNLESS OTHERWISE NOTED,SHALL BE 4"THICK,REINFORCED WITH ONE LAYER OF 6X6 W2.9X2.9 } �"t/peas J, �-� �_ � I J I REFUSE AND THE LEGAL DISPOSAL OF SAME AS REQUIRED TO ALLOW FOR NEW CONSTRUCTION AND REMOVAL OF WELDED WIRE FABRIC CONFORMING TO ASTM A-185. _ - f ,•a � -_J o ALL DEBRIS FROM THE SITE. WELDED WIRE FABRIC FOR CONCRETE SLABS ON GRADE SHALL BE PLACED 2"BELOW TOP OF SLAB. LAP SPLICE O / Wj/� I rz., DISPOSE OF ALL(IF ANY)HAZARDOUS MATERIAL OR ASBESTOS IN AN APPROVED MANNER AS REQUIRED BY OVERLAP LENGTH TO BE 8"AND SHALL BE MEASURED BETWEEN THE OUTERMOST CROSS WIRES OF EACH FABRIC L ON FEDERAL,STATE AND LOCAL AGENCIES(INCLUDING THE EPA). SHEET. fo I L rL ,po E• THE CONTRACTOR SHALL KEEP THE CONSTRUCTION AREA FREE FROM ACCUMULATION OF ALL WASTE MATERIALS BOTTOM OF FOOTING SHALL BE CARRIED DOWN AT LEAST 3 FT.BELOW LOWEST LEVEL OF ADJOINING GROUND OR OR RUBBISH CAUSED BY HIS OPERATIONS. AT THE COMPLETION HE SHALL REMOVE HIS WASTE MATERIAL AND PAVEMENT SURFACE AND TO BE PLACED ON INORGANIC UNDISTRESSED SOIL W/A MIN BEARING CAPACITY OF 2000 GR RUBBISH FROM THE PREMISES AND SITE AS WELL AS ALL HIS TOOLS,CONSTRUCTION EQUIPMENT AND SURPLUS PSG UNLESS OTHERWISE NOTED. I' /`"` I r / �y�(j0 MATERIALS AND SHALL CLEAN ALL GLASS SURFACES AND LEAVE THE WORK"BROOM CLEAN". \� I 4 1 CONTRACTOR TO PROVIDE AND COORDINATE INSTALLATION OF ALL SLEEVES REQUIRED TO ACCOMMODATE TALL POOL SAFETY THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE OWNER FOR INSTALLATION OF THE OWNER'S SECURITY, PLUMBING, MECHANICAL AND ELECTRICAL TRADES. - aG I / ENCLOSURE FENCE DU �� TELEPHONE,OR OTHER AN SYSTEMS AND SHALL COOPERATE WITH OWNER'S INDEPENDENT CONTRACTORS. THE , 0� GENERAL CONTRACTOR SHALL PROVIDE ADVANCED NOTICE TO THE OWNER AS TO WHEN TO SCHEDULE BRACE ALL FOUNDATION WALLS AS REQUIRED PRIOR TO BACKFILLING. p,r INSTALLATION SO AS NOT TO DELAY COMPLETION OF THE PROJECT. / \ ; o J I DO NOT BACKFILL AGAINST FOUNDATION WALLS UNLESS THEY ARE PROPERLY BRACED BY FLOOR SLABS, DRAWING LIST: ', o��' g' a2 I CONTRACTOR SHALL INSTALL AS PER OWNER'S DIRECTIION ANY AND ALL INTERCOM,TELEPHONE,LAN,VLAN,SPEAK, TEMPORARY SHORING,OR BALANCED FILL.PROVIDE 15#FELT MEMBRANE OVER TOWELED ON MASTIC FOR �/''' �� / h`�j I a RESIDENCE ALARM,COMPUTER,AND/OR CABLE WIRING IN WALLS PRIOR TO SHEETROCKING. DAMP-PROOFING ON ALL FOUNDATION WALLS,WHERE INDICATED ON DRAWINGS. J,, S 16'X32` I ` J -�- SHEET DESCRIPTION i r Paoc I THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE ROR REPAIR AND/OR REPLACEMENT OF ANY ITEM OF EXISTING UPON BACKFILLING FOUNDATION,CHEMICALLY TREAT SOIL FOR TERMITE PROTECTION IN ADDITION TO PROVIDING ) / el ,. oP/NG - 16.5 1270 GreenWay East CONSTRUCTION THAT IS TO REMAIN OR THAT IS DAMAGED DURING NEW CONSTRUCTION. TERMITE SHIELDS AND WOLMANIZED SILLS. GN 0 GENERAL NOTES:COVER SHEET D Orient NY, 11957 THE GENERAL CONTRACTOR SHALL PROVIDE FOR ALL PROPER BRACING,SHEETPILING,SHORING,DE-WATERING, WITH A MIN.2X6 SILL PLATE USE 5/8"ANCHOR BOLTS TYPICAL 44"O.C. (24"O.C. FOR SLAB-ON-GRADE)AND MAX. 12" GN-1 GENERAL NOTES:SITE&DRAINAGE PLAN ohs \1 0 I C ^y �� , EXISTING CESSPOOLS SCTM# 1000-015.00-02.00-009.000 ETC.,AND THE PROTECTION AND SUPPORT OF THE EXISTING AND ADJACENT STRUCTURES AND TREES THAT ARE TO FROM EACH CORNER.7"EMBEDMENT MIN.USE 3"X 3"X 5/16"SQ.WASHER PLT. SEE PLANS FOR CORNER HOLD - � 1o`ssl 0� , I f (SHOWN WITH DASHED RED) GN-2 GENERAL NOTES: PLUMBING �', I (SHO REMAIN. PROVIDE FOR ALL UNDERPINNING AS REQUIRED DUE TO FIELD AND PROJECT CONDITIONS. DOWN(HD)DESIGNATION rye cOF�: 1 I -'----- TO BE REMOVED GN-3 GENERAL NOTES:STRAPPING �� % I, ALL WORK SHALL BE ACCURATELY FRAMED PLUMB,LEV/ELAND TRUE,WELL SPIKED AND NAILED AND ANCHORED STRUCTURAL WORK: - o'� TOGETHER TO FORM A RIGID STRUCTURE AND TO INSURE EVEN SETTLEMENT AND SHRINKAGE THROUGHOUT. GN-4 GENERAL NOTES:STRAPPING& ENERGY 150' FROM WELL ON __ `" °s s �So 1 PA T/O = 19.6, I I I EXISTING CONCRETE PATIO DIMENSIONS SHOWN ON THESE PLANS ARE NOMINAL.CONTRACTOR SHALL FIELD VERIFY ACTUAL DIMENSIONS. - _ 1375 GREENWAY E. -- e s G" 0` i A m s�, b EGRESS I RIO I , I (SHOWN WITH DASHED RED) /� 1 ��l'%NOGW� ' ANY DAMAGE TO ANY EXISTING PAVEMENTS(INCLUDING PUBLIC STREETS)OR STRUCTURES TO REMAIN MUST BE DIMENSIONS FOR FRAMING ARE FOR ROUGH FRAMING. GN-5 GENERAL NOTES: IECC NOTES „ ,� A I , PA T/o � �� Y TO BE REM017ED REPAIRED TO THEIR ORIGINAL CONDITION OR REPLACED BY THE GENERAL CONTRACTOR AT NO EXTRA COST TO -' so ' )- o"'`----- a`�,,---- Q o, 1� I `� THE OWNER. CONTRACTOR TO PROVIDE ANY UNDERPINNING,AND/OR TEMPORARY SHORING,REQUIRED FOR THE ADEQUATE SC-1 SCHEDULE:WINDOW&DOOR / a ti ---- -----___I - i{ PROPOSED FUJI CEN-5 //A EXECUTION OF THE JOB. A-1 ARCHITECTURAL PLAN: FOUNDATION &FOOTLING - �'G�,o I ONE S ____ _ - professional has stamped and AFFECTED BY NEW CONSTRUCTION. THE DESIGN, FABRICATION,AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO THE AISC"MANUAL OF A-1.2 ARCHITECTURAL DETAILS / -� �- ; PROPOSED TWp g i / signed this page (blue ink), they STEEL CONSTRUCTION,LATEST EDITION.MATERIALS AS FOLLOWS: - I FAME TORY 1 ' LIMIT OF CLEARING AND ALL MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS AND/OR A-2 ARCHITECTURAL PLAN: FIRST FLOOR ' P/RSr. DWELLING 1 tv o, are attesting that to the best of INSTRUCTIONS. STRUCTURAL STEEL: ASTM A572,GR50, -- ONE I FtooR : 0.0 1/ { GROUND DISTURBANCE LINE q /� � CELLAR6gkAGE O his/her knowledge, belief, and BARS, PLATES,ANGLES, MISC: ASTM A36 A-3 ARCHITECTURAL PLAN:SECOND FLOOR � ,/' ;'- s.s. STORY I Scga '_,4,g•. � C � - s.o ° = I'a.0, ti �� professional judgement, such PRIOR TO ORDERING WINDOWS,CONTRACTOR TO VERIFFI .%LL DOORNVINDOW OPENINGS. SQ STEEL TUBING: ASTM A500,GRADE B ASTM A325 _ r ; N I F PROPOSED POOL EQU/P/UENT ANCHOR BOLTS ASTM A307 A-4 ARCHITECTURAL PLAN: ROOF FLOOR / W0 5' I e o, 1 1 m� plans and/or specifications are _ TO BE WITHIN A SOUND m CONTRACTOR SHALL BE FULLY COVERED BY WORKMANI'S COMPENSATION INSURANCE AND SUCH INSURANCE AS WELDING ELECTRODE: ASTM E70XX I PORCN'- -o-- '/ / ATTENUATING ENCLOSURE g� in compliance with the latest A-5 ELEVATIONS: FRONT&LEFT SIDE O t m MAY BE REQUIRED BY LOCAL LAWS. New York State Building Code. ALL WELDING SHALL CONFORM TO AWS CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION AND BE A-6 ELEVATIONS: REAR& RIGHT SIDE / $ e o, ---------- 15.0, CONTRACTORS SHALL GUARANTEE FOR A PERIOD OF OINE(1)YEAR FROM THE DATE OF FINAL COMPLETION,AND PERFORMED BY WELDERS CERTIFIED IN ACCORDANCE W/AWS STANDARDS. `� 0 ACCEPTANCE BY THE OWNER,ALL WORK PERFORMED UNDER THEIR RESPECTIVE CONTRACTS. A-7 SECTIONS M 011 �l'. O ? © copyright 2026 PLACE ALL BEAMS W/CAMBER BOWING UP - ap t 6• ; -___ ( Q �^ CONTRACTORS AT TIME OF COMPLETION OF WORK,WHERE APPLICABLE OBTAIN FIRE UNDERWRITERS CERTIFICATE S-1 STRUCTURE PLAN: FIRST FLOOR FRAMING FOR ELECTRICAL WORK AND BUILDING DEPARTMENT ACCEPTANCE AS MAY BE REQUIRED BY THEIR RESPECTIVE ALL NEW ROOF JOISTS, HEADERS AND TRIMMERS AND OTHER HORIZONTAL WOOD MEMBERS SHALL BE SET WITH TRADES. THE CROWN EDGE UPWARD. S-2 STRUCTURE PLAN:SECOND FLOOR FRAMING WELL /PROPOSED WALK ' l ~ JOE BELLO ARCHITECT, P.C. j - -_; _ � M S-3 STRUCTURE PLAN:ATTIC FLOOR FRAMING EXISTING DWELLING CONTRACTOR TO EXPEDITE THE'NORK AND ESTABLISH WITH THE OWNER A COMPLETION DATE. PROVIDE 1"+/-NON SHRINK GROUT BELOW ALL BEARING AND BASE PLATES o < (SHOWN WITH DASHED RED) Q�Fi ALL PIPE AND/OR LALLY COLUMNS TO BE SECURELY BOLTED, LEVELED WITH STEEL SHIMS AND PACKED TIGHT WITH S-4 STRUCTURE PLAN: ROOF FRAMING TO BE REMOVED o .!, �� j EXISTING ASPHALT DRIVEWAY & WALKWAY ��RED ARc ALL WORK LISTED ON THE CONSTRUCTION NOTE SHEETS AND SHOWN OR IMPLIED ON ALL DRAWINGS SHALL BE NON-SHRINK GROUT. \�`�P r + < (SHOWN WITH DASHED RED) ,W �g PH M• B 'S 1 SUPPLIED BY THE CONTRACTOR WHOSE BUILDING TRADE STATUS STANDARDLY REQUIRES SAME. E-1 ELECTRICAL PLAN: CELLAR { �� PROP(7SED ° TO BE REPLACED JOIST HANGERS,HOLD DOWN CLIPS,ETC.SHALL BE SIMPSON STRONG-TIE CO.,INC.,OR APPROVED EQUAL <: p ASPHALT DURING THE COURSE OF CONSTRUCTION IF MODIFICATIONS TO THE DESIGN OCCUR AS A RESULT OF CLIENT, (SECURED WITH ANNULAR NAILS,ETC.AS PER MANUFACTURER'S SPECIFICATIONS)FOR ALL FLUSH STRUCTURAL E-2 ELECTRICAL PLAN: FIRST FLOOR O ARCHITECT,ETC.THE CONTRACTOR SHALL SUBMIT TWO WRITTEN COPIES OF A CHANGE ORDER WITH THE CONNECTIONS. PROVIDE SADDLE-TYPE,HEAVY DUTY BEAM HANGERS AS REQUIRED. ALL EXTERIOR CONNECTORS, E_3 ELECTRICAL PLAN:SECOND FLOOR �h0�h DRNEWAY �C AMENDED PRICE. CONTRACTOR SHALL NOT CONTINUE'WITH ANY CHANGES UNTIL HE RECEIVES WRITTEN FASTENERS,ETC.SHALL BE STAINLESS STEEL. PROVIDE WELDED STEEL CONNECTIONS FOR ALL FRAMING <' �� .� AUTHORIZATION FROM THE OWNI-R. HANGERS,ETC.AT STEEL BEAMS,COLUMNS,ETC. C f 274.69' E-4 ELECTRICAL PLAN: ATTICS/EAVES C TABLE R 3C 1.2 (1) � 0326,13 OPT SL OZ I "�TF OF N y CLIMATIC & GEOGRAPHIC DESIGN CRITERIA (SUFFOLK COUNTY) - - --` -- - - Registered thru 02/28/2029 FILE: WIND DESIGN SUBJECT TO DAMAGE FROM GREENWAY EAST 25156 GROUND SEISMIC WINTER ICE SHIELD FLOOD AIR FREEZING MEAN ,t '. SNOW DESIGN DESIGN UNDERLAYMENT HAZARD INDEX ANNUAL r LOAD TOPOGRAPHIC SPECIAL WIND WIND-BORNE CATEGORY FROST LINE TEMP. REQUIRED TEMPI p } :5 SCALE: SPEED(MPH) WEATHERING TERMITE .:•f EFFECTS REGION DEBRIS ZONE DEPTH ' . . AS NOTED "''' •.titi "' r Architectural Site Plan DRAWN BY: 130 MPH. ALL 811/1-8 wYork-811.cc YES C 00-272-4480/Ne • 20 NO NO ZONE 1 B SEVERE 36" REQUIRED (MODERATE � o _ __- --- RWC AS PER om EXPOSURE 'B TO HEAVY 15 YES FIRM 599 51 SCALE : 1" =20' SHEET: ) CON'TRAC:TOR RESPONSIBLE FOR CONTACTING 811 SERVICES FOR UTILITY MAKROUS PRIOR TO THE START OF ANN EXCAVATION y ORIENT re,, ELLO PROPOSED FAMILY ESI E E 0 2026 NEW YO R K n ...,. �. r 1 IL I rf Y 6334 Northern Boulevard East Norwich, New York 11732 u , 516 . 308 . 4646 Phone Info@JoeBeIIoArchitects.com T _ AT lu( r gk W www.JoeBelloArchitects.com 41 4- E-3 T �I �I �r ((! OI O� + % �I it p O p I C9 I Ci' L I - 06° 0„E - S 0 , E _ 48 060481 ti PROPOSED LEACHING PROPOSED LEACHING DATE ISSUED r I GALLEYS & FUTURE EXPANSION GALLEYS & FUTURE EXPANSION 120 00' SEE ENGINEERING DRAWINGS 1 , SEE ENGINEERING DRAWINGS 11-06-2025-Working Drawings d. 20•00 g g ( ' '' �� u•. , . ,. ____ �� ,,�. 07-06-2026- Revisions Per Trustees 1 l I j ' r r- `�� 09-29-2026-Add pool fence loc. f 'EX 1 ;' < 1 l 1 _ LG EX r I i _ 1, I I � i. _ LG LG I -I ► I "� r LG � L'G �T =J Lrf_j I O j�r� r < O' I ��t/Q l Lr',J L- j�. --�LG' < O o I J. o' ids -� - o i < O~ / J , f, sf/o s3 9 ce II �r 04 SORE _ �f I / �� I 4' TALL POOL SAFETY 4 TALL POOL SAFETY r ` ` ENCLOSURE FENCE I ENCLOSURE FENCE /51 0, I �' - f' �Xio �.5 5 0' / J , �� aP o to.0 0� 0 0 / a I ��' i I / " o L I _ _ -- •- - -/• // � J , l C / 032 PoLool - / n OP/NG /6.5 OP/NG /6.5 I-A �< d_ EXISTING CESSPOOLS l\1 _ (SHOWN WITH DASHED RED) ro,�� /I 1 O1 I c - ---------------- t - I T 0 VED 0 BE REM p EXISTING CONCRETE PATIO �O / I r/0 I:! I L \ I 150' FROM WELL ON ' s 6 1 PA T/O _ , / s 'S I , -1375 GRIEENWAY E. - o t S fGRBSS ;1 1 R/0 I I (SHOWN WITH DASHED RED) 10 Gs / 0/. - II R_8 I' t ,o l\b' -w,�ooW I 1 PA no \ rJ TO BE REMOVED ,o„o o / \b - I I \ \, I -- - �r I -- � t L_.___.•_____- r i 37.01 1' ' I \ / - ---.A' �'"' i._--_.------i-- - -- \\\ �1 Q,1 I l / { PROPOSED FUJI CEN-6 //A O % R 9 ' I SEE ENGINEERS DR4 / GS ------I ' �' _PROPOSED-FUJI-CEN-5 //A_- -- t ' ONE SroRY - SEE ENGINEERS DRAWINGS N W N o. ROPOSED TW I ' - : . I R-10ji / FRAME O O STORY 'I 1 LIMIT OF CLEARING AND -��, s I I ___ I I ' R-7 \� F o L - j FIRSr. WELL/NG t GROUND DISTURBANCE LINE v . I J I LIMIT OF CLEARING AND � ONE i CE FLOOR = 20.0, I/ O I lY i LLAR SLAB r E PROPOSED POOL EQUIPMENT I GA�AG �• I Sroar 1 6 .a 9.8'- � !6 0, c�'� / ,/ _ __ GROUND DISTURBANCE LINE r ► NT m R=11 1 - j y�--�- ► t W e.o t TO BE WITHIN A SOUND m LU - ! I: 0.5' / _ 5 - --- - 1 / z 0. " PORCH I- o" ATTENUATING ENCLOSURE 1 � I 3 f /5.0' !'1 0� /' o i O ` - f15.01 WELL /PROPOSED '{BALK_ - _rl--_-- i- � ,� I 1 1 I < oo `� WELL /PROPOSED FAIR' -I EXISTING DWELLING 1 I (SHOWN WITH DASSHED RED) { �' II, EXISTING ASPHALT DRIVEWAY & WALKWAY TO BE REMOVED q� ��Q 1 (SHOWN WITH DASHED RED) fi pl�� PROPOSED I TO BE REPLACED ASPHALT G� ASPHALT ` 1 h�bh �� DRIVWAY DRIVEWAY �01ni/ -14 � "� 274.69' `� ,/,� ;~ ` 2 74.69' � o� / � ! t,`• f.n v^.� n r ',^. e.,,r r, n �n. / / r.. �. /.�?.� ,STRIP^DI�AIN� n/ten.^ n n f+ D U F F E - ,SL'OZI Al „0*,IIOEI N IL ,SG'OZI p �+ „O�,IIo�i �I 1, RESIDEINECE - --- -- - --=- - - -- - - - - ---------- ------- - --- -- - - - - - - - --- ----- 1- _ 270 Greenway East Orient NY, 11957 SCTM# 1000-015.00-02.00-009.000 GREEN WA Y EAST GREEN WA Y EAST" Architectural Site Plan Drainage Plan SCALE : 1" =20' SCALE : 1" =20' When a registered designprofessional has stamped and signed this page (blue ink), they are attesting that to the best of STORMWATER RUNOFF CALCULATIONS his/her knowledge, belief, and professional judgement, such DRAINAGE AREA AREA RUNOFF STORAGE REQUIRED FOR DRYWELL plans and/or specifications are (SF) COEFFICIENT 2"RAINFALL EVENT in compliance with the latest (CFT) New York State Building Code. ZONING ANALYSIS TOWN OF SOUTHOLD g 1270 GREENWAY EAST,ORIENT,NEW YORK 11957 ZONE:R-40 R-1 ROOF AREA#1 42 SF 1.0 7 CF DW-1 copyright 2026 SCTM#1000-015.00-02.00-009.000 R-2 ROOF AREA#2 122 SF 1.0 20 CF DW-1 pyrl 9 ISSUE REQUIRED/PERMITTED EXISTING PROPOSED R-3 ROOF AREA#3 50 SF 1.0 8 CF DW-1 LOTAREA 40,000SF. 20,554.85 SF.(19,665.85 EXC.UNDERWATER) NO CHANGE R-4 ROOF AREA#4 41SF 1.0 7CF DW-1 JOE BELLO ARCHITECT, P.C. LOT COVERAGE 20.0%=3,933 SF. DWELLING 1,605 SF. DWELLING 2,405 SF. R-5 ROOF AREA#5 41 SF 1.0 7 CF DW-1 FRONT PORCH 81 SF. FRONT PORCH 176 SF. R-6 ROOF AREA#6 43 SF 1.0 7 CF DW-1 1�0aED ARc PATIO 545 SF. PATIO&R/O PATIO 647 SF. R-7 ROOF AREA#7 66 SF 1.0 11 CF DW-1 �'� M y� OUTDOOR SHOWER 22 SF. POOL 512 SF. R-8 ROOF AREA#8 45 SF 1.0 8 CF DW-1 �\ S�PN TOTAL 11.5%=2,253 SF. TOTAL 19.0%=3,740 SF. R-9 ROOF AREA#9 192 SF 1.0 32 CF DW-3 Q' MIN.LOT WIDTH 150.0 FT. 120.75 FT. NO CHANGE R-10 ROOF AREA#10 27 SF 1.0 5 CF DW-3 MIN.LOT DEPTH 175.0 FT. 178.01 FT. NO CHANGE PRECAST CONCRETE TRAFFIC LIFT HOOK R-11 ROOF AREA#11 54 SF 1.0 9 CF DW-3 FRONT YARD MIN. 0 A-2 REAR PATIO 216 SF 1BEARING COVER A-1 ASPHALT DRIVEWAY 1,005 SF 1.0 168 CF DW 2 -' 20"0 CONCRETE TAPERD . 36 CF DW-3 � SIDE YARD MIN. 15.0 FT. 26.6 FT. &36.8 FT.TO DWELLING 15.0 FT. &20.5 FT.TO DWELLING � 0 40.0 FT.(NON-CONFORMING LOT) 44.8 FT. TO DWELLING 40.0 FT.TO DWELLING s"THICK MIN FINISHED GRADE COVER STORMWATER DRAINAGE NOTES: -9� 32670 pQ' P-1 10%SWIMMING POOL 260CF DW-2 OF Vvy >A•0' I'N:• c• BACKFILLWITH NE SIDE YARD AGG. 35.0 FT. 63.4 FT.TO DWELLING 35.5 FT.TO DWELLING 1. STORAGE VOLUMES CALCULATED BASED ON 2"RAIN EVENT 2 0' X••' '` CLEAN SAND 2. DRYWELLS SHALL BE PROVIDED FOR ALL ROOF RUNOFF AND PROPOSED MIN.REAR YARD 50.0 FT. 95.1 FT.TO DWELLING 91.5 FT.TO DWELLING be IMPERVIOUS SURFACES - --- -- '"• '` OLID PRECAST DRYWELL TO MAX.HEIGHT 35.0 FT. & 2 STORIES 20.0 FT.&1 STORY 31.5 FT.&2 STORIES '_ i'�,;• ,�•• • ' _ _,;.. � h i BE STACKED TO WITHIN 20"OF 3. WHERE SUITABLE MATERIAL IS ENCOUNTERED THE STRUCTURE SHALL BE Registered th ru 02/2 8/2029 <;: V-; I- C_4 E=. 6. .'.;,':"•t ,a" FINISHED GRADE WHERE INSTALLED ON UNDISTURBED GROUND STORMWATER STORAGE CALCULATIONS GROSS FLOOR AREA 1,200 SF.+12.5%OF THE LOT AREA IN EXCESS FIRST FLOOR 1,605 SF. FIRST FLOOR 2,405 SF. ,;':,,: ' I r--2 C=; a=s ! 1-�`': FILE: REQUIRED 4. DRAINAGE STRUCTURES TO BE WRAPPED WITH FILTER FABRIC LE: OF 10,000 SF=3,308 SF. TOTAL 1,605 SF. SECOND FLOOR n nuoiNcooeN nee,owi 887 SF. 5. ALL CONCRETE FOR DRAINAGE STRUCTURES TO BE MINIMUM 4,000 PSI AT 28 DAYS DRYWELL TOTAL DRYWELL QUANTITY RECOMMENDED STORAGE (COVERS .,SEA , 'q- "0 ADS N-12 HOPE STROAGE REQUIERED DESIGN SIZE PROVIDED TOTAL 3,292$F. G p f !-i I PIPE W/SMOOTH INNER 25156 Sc.i�Epurte. ALL STORMWATER STORAGE STRUCTURES SHALL BE OFFSET AS FOLLOWS: FOR 2"RAINFALL EVENT (CFT) 6 k WALL MIN.SLOPE 1% INFORMATION TAKEN FROM SURVEY PREPARED BY KENNETH M WOYCHUCK LAND SURVEYING PLLC DATED:5/5/2023 I 1 l I. I I 1 n 6 V ' ? ,'' (CFT) SCALE: PRECAST&SITE PLAN PREPARED BY HOMEPORT ENGINEERING P.C.2/5/2026 I I L u w a 1_u ! ' 9 G " DRYWELL CONCRETE FROM MIN.DISTANCE I _ AS NOTED MAIN HOUSE AND GARAGE 10' DW-1 75 CF 1 6'-0"0 x 4'-0" 89.3 TAPERED CONCRETE - --------_ - --- PORCHES AND OVERHANGS 5' 2 IN EXISTING SAND LAYER DRAWN BY: WATER SERVICE LINE 10' TO GROUNDWATER FILTER FABRIC WRAPPED UNDERGROUND UTILITIES 5' DW-2 428 CF 1 8'-0"0 x 12'-0" 506 TAPERED CONCRETE RWC+AROUND DRYWELL SEPTIC TANK 10' HIGHEST EXPECTED SEPTIC LEACHING POOLS 10, SHEET: GROUND WATER PROPERTY LINES 5' TYPICAL PRR_CAST DRYWELL DETAIL SWIMMING POOL 10 DW-3 82 CF 1 6'-0"0 x 4'-0" 89.3 TAPERED CONCRETE SCALE:NTS G% N I LATCH TO BE EASILY OPERABLE FROM WITHIN WINDOW WELL PER 2025 RCNYS DELLO, ACCESSIBLE GRILLE TO BE SELECTED BY CLIENT MUST COMPLY 2025 RCNYS ALL NEW BASEMENTS AND/OR GiZAWL SPACES �. ';.;r br.<• [. Z' . TO BE 1'REATED WITH TUFF-N-DRI H8 DAMP - PROOFING BY TTZEMG0. INSTALLED PER S E P 3 0 2026 MANUFACTURES, INST`RUGTIONS STUCCO FINISH TO BE SELECTEE) BY OWNER ANCHOR BOLT NOTE: FOR SILL PLATE AT TOP OF WALL d TOP OF .1015T LEDGE,PROVIDE 5/8" ANCHOR BOLTS • i TYPICAL 44" O.G.(24' O.G. FOR SLAB -ON- East Norwich, New York 1 6334 Northern Boulevard 8" POURED CONCRETE FOUNDATION "a;l GRADE) AND MAX. 12a FROM EACH CORNERS. 1732 WALL ON 8x16 KEYED FOOTING, T EMBEDMENT MIN. U5E 3"x 3" x 5/I6 " ALIGN BOTTOM WITH EXISTING 5MARE NA5HERPLAN FOOTING DEPTH. -I! !Ili 516 . 308 . 4646 Phone LADDER TO BE SELECTED BY OWNER Info@JoeBelloArchitects.com Architects.com BelloArchitects.com LADDER TO COMPLY WITH 2O20 !! RCNYS - MIN. CLEAR 39'-0n -KI r POURED CONCRETE G44EEKWALL5, -y-L,3-<7-.l MIN. 2'-0"GRAVEL OVER UN-COMPACTED ,xJ7 f<xPxx x� x„ "<4 jx. � �iT COORDINATE WITH 5TEP5 4 FINAL GRADING d-j.�':. ,y_1`'=:�4--'-c�`-.c;'L_`�•-l°%-Y�;:,i7:�,�%s�C-i�-t'.�i_�7 T:_'ii._ EARTH FOR DRAINAGE -- ----------------------- ---------:'� --------- � I E ISSUED: NOTE: *%:,x'_,v.4t~ ~y'i jCY 7ir'Y %1, ________ ____—____ _____ _ _ - I r— 11 06 2025 Working Drawings r`` — — -- ---------------------------- t AP OPENINGS EMERGENCY ESCAPE O E GS TO '• h K. H �. <.,<'• r:, Rev slops Per T, 1 r.. •:ice "w Y COMPLY WITH 2O25 RESIDENTIAL CODE _ OF NEW YORK STATE SECTION R.310. I 3l'-8" w: ..•. :,.:, 09-29-2026-Add pool fence loc. METAL RUNG STYLE LADDER AFFIXED 'w TO WALL FOR EMERGENCY EGRESS. I 11 :S'; I UNEXGAVATED 1 j z ' I PATIO ABOVE I I + I = 1 ACCESS LADDER TO CONFORM TO 2025 RCNYS SECTION R310-2.1 PROVIDE STONE FIN15H SEE FIN15H SCHEDULE I `•: I' : ;;�: :,. I 2' MORTAR 5ETTING BASE I I SAFETY GRILLES TO CODE AT TOP OF � •,..,.'.;'. EGRESS WELLS(TYP.) I tit I 4�� POURED GONGRETE 5LA13 PITCHED a 4 I I Ye":12' AWAY FROM HOUSE I I I I I 6X6 IOAO"REINFORGING GLEAN GOMPAGTED FILL I , I n LATCH TO BE EASILY OPERABLE FROM I '" I IN MAX 12 LIFTS I Q I I i. i WITHIN WINDOW WELL PER 2025 RCNYS is I 4 i i n 5-6 4-0 10-0 s ACCESSIBLE GRILLE T BE 28•-0 I O SELECTED I 37-0 I 'za I ;m BY CLIENT MUST COMPLY 2025 RCNYS L`_ I - - - - - I 1 V I - • :. STUCCO FINISH TO BE Ir I I I kk + I " SELECTED BY OWNER EGRESS I I 1 I I STEP FOOTING MAXIMUM 12 I jl, 2 I 30 DE6 I I I >. WINDOW WELL . ANGL E OF'REPOSE :: 6" $Fl r. I r---------------------- --------- - - - -- 4"' L L L_ MIN.WIDTH II' " A-7 I �Q.L l�l � ® � 8" POURED CONCRETE FOUNDATION DETAIL -I 1 ___________ 003 0 4 I :•.r :?{aa .:r..l ::Ci �.� a.v f: F: a sires' fi A4 n.✓.,," —1 (] :;4:� rY,.. .'i;'i., :l:r, ..-v: rl ..,:e+'r�_,Z.. .ii f;,•;'•,3•.. ..�., ,r ..f•. ,';• :&C'.,.<•.::' :,�i 'r' •^:i,. .W •f. .a• ..�.t'..,:.. .1 ..M r'J'• .0 .'� ,a;G.,; w lr '4''� 1 .♦ ...'?. .46a r .`«r ii. L.a.r .�CSi;Ns• .r'-ism. ..r..a.r• '•�S''r�..:3..-'1 :r:r:.i:>t::. >INALL ON 8x16 KEYED FOOTING, I ,. �r�i��'- .•:x.,, ._:,�,; 'k;:;s. ....t;s.,�.,,::,. . o.;,;��Y.i�:�%'-: •:t-:...f -.�.,.:•t.,;trs:i:..'t: n:yr;.�.:{..;,i:r.y;«- �::«., �� :.'.... 1 ,,,. .,.,�.•:�t: •.:r: 1 �.j�.j � J,a ,is Y I•:: � �'F'f'1f I Q A A I '::. I a� ALIGN BOTTOM WITH EXISTING �y ------ -- ------- -- - - I I ----------------- I .4ti r------------------- --- '' ---- __ -_----__-___� �y X j ;� FOOTING DEPTH. NEW 4" P.G. PAD r----, --- --� - -_J ;�< I m ---- Cat -�T2I L NT_� EST----E T- -- -- GRADE :}mot i;: : ;:• :`_',,; .:.�: ,: �,'„a°•: •:;; ',.;a:�: r" �4'h' r.. ':;;Y.:• , o BOILER IR INTAKE PER MANUFACTURE ON .%'r a¢/'�,. W� • �• zX'! •.'��:•.�� •LRi 'r •.1. .. �.�lil'i?�I•,� 1.� 1.11.•1.•` 1 .: �r•{'� I t•.�: Yet:,; q: ® IA TURE REQ. I , LADDER TO BE SELECTED BY OWNER I r -- ------- ------------------------ li LADDER TO COMPLY WITH 2O25 -J `• I i RCNYS Q 51"I I 28'-0" II'-II" _ II'-0° 31" �' I I I'-'4" 003 -, UTILITY O I I ROOM I 3/4 HOUR FIRE SEPARATION I I z �: 4;� --.�; BETY�EE�J UTILITY 4 LIVING j I 1 -x, MIN. 2'-0"GRAVEL OVER UN-COMPACTED OI I IFm ELEGITZIG PANELS 5 TYPE X Id �p FU GYPSUM I 7,y ran f:h Q I I ` EARTH FOR DRAINAGE I r , I I BOARi)ON WALLS CEILING 4 .J 6- Z' t a,a�'. Ly F7- N b-z- <c�_s . ., • I 4" I CELLAR UNFINISHED j .. r- -------------------� • I 4" POURED GONGREIF SLAB I `{:; I I I w 6X6 10/10 WWM�REINFORGIN6 � 1 I 10 MILL VAPOR BARRIER 36"x36"Ab" POURED -R-10 RIDGED INSULATION BOARD 001 002 i CONCRETE FOOTING SEE b" GLEAN COMPACTED FILL ±z: I r--------- ---------J T I DETAIL(2:A-12) FOR MORE 1 ;6 • I I �s;�:, .::,• _ _ 'f' r INFO. TYPIGAL I I I .• I YLI•' .rJ• I ^4i'• I I ### I = G r ---------------- -J� 4" VIA. STEEL POST.SEE `'' I .. h I : I SEE DETAIL`✓•A-12) FOR—� u' I MORE INFO. TYPICAL 501-1 _ • DU FFE l m RESIDENCE g - g I ,:,. UNEXGAVATED I =:�' I I n r GARAGE ABOVE r------ J 1= : I 12'x36'xIb' POURED ii a i ,� I � 1270 Greenwa East +°3: DROPPED 61RDER SEE 5-I FOR INFO IRDER SEE 5-I FOR 114F0 0o I DR PPED GIRDER �' I c� 6 POURED GONC:RETE SLAB I ,.. I `� y `Q I t.�s::�v i.� �r;sv::• . I CONCRETE FOOTING 1 ®� — — 5-I FOR I 0 J •'� I 6X6 10/10 WWM�REINFORGIN6 .1 I 8" POURED CONCRETE I ter+ r------- I I II I 5TAIR5 ✓E RAILING TO I .! I :� I Orient NY 11957 FOUNDATION WALL ON 8x16 I I fi':' 1 1 O 1 II I (,ONFORM To R311 +I I I 1 I '.�:'' I to MILL VAPOR BARRIER I `{ I I ' KEYED FOOTING A_7 {; I L _ __ ___J IL_____J _ —_J FOYER L _ I I SCTM# 1000-015.00-02.00-009.000 _ - - J I ..° 1 'R-10'RIDGED INSULATION BOARD v I 11Ny I v TZ312 OF 2025 RGN1�5 51° 1'-In 5 n 1-4 I -t 1 6' GLEAN COMPACTED FILL 4 6 I I AHU-I STAIR 5H0P DRAWIN6 n� I z' IN MAX. 12 LIFT5 js STUCCO FINISH TO MIN• M 1�}r� � u.. � i �•rt. � n SELECTED BY OWNER m LADDER TO BE I ' 1 y-- 3'-0" CLEAR - � t� cT� TO BE APPROVED BY - SELECTED BY OWNER I xs• 1 � O - ��.. ARCHITECT BEFORE - I I LADDER TO COMPLY I e:,� I u' j ABR - - - ':j I � +? I -- — -- - --- WITH 2O25 RCNYS 1 =] r- - -------------------------------- F )CATION =av I � ,. -J c FLU5H GIRDER SEE 5-1 FOR INFO _`n I �n .. 1 r————————_ Ly I i^Y., L:-�y '�,:.,:w1:y,.•IIi;jie•: •','bk K� .1ili.'1::i,'�'•..�',�.MaF.[:r.r�.- ✓W%]� I 36" HI6H HARD I t'i 1 .4, w9" �� 4 f. �••..�,.t. 1(r•r. M1'•..♦ R:# •�..I N1. ,]. 1 y,:�...7/� :`n O I rri^ 'ir:s:^tia t:`a� •:iu I "tw e.Xis:.y. ;•.,.ne.. c, ;r, w. :; s"'.:r_r-. �::'.•'a;w:• I 1 *' ' ::�: ;. : ;•,::�.� '-'_ I ` ' 4 HANDRAIL PER 9 9 ,. .,, �r w '' � �• ]•�*'" � � I hen n a registered i s t e r e d design s i n ------------�--____-J O I r,:, r -------------- �,. I x 1 I professional has stamped and r----- � I • ;:. 1 I �-: L �Q25�NY�----- -- - I ;�,'. v 1 ••�•� P MIN. 24"GRAVEL I signed this page blue ink the OVER UN-COMPACTED I :�ni' I I I I '�Y"'* ' �i::•a. +'�. �:k.u.: :: ::�ti' _ n_ n I =.: r�� ,'•n:,,';.Y.:;�+�• /.. I' I 1 a 1 .;4 I 9 p 9 ( ), Y ;K kr I I I are attesting that to the best of 1 ''..:' I 4. L- T EARTH FOR DRAINAGE ;;- I I UNEXGAVATED --------------� •..,,; __ r his/her knowledge, belief, and STEP FOOTING® MAXIMUM I �_ I g PORCH ABOVE 30 DEG ANGLE DF REPOSE, I professional judgement, such 1 1 I I -'6 I� r- I '', _T _M � -------- I u :k n ' " --- - - - 14-4 1 '"� --------------------J plans compliance withcthe latest 2 Egress Window Well Detail I �3' 1R I Ib-0 b-0 I , "; r•'ai'_`'"i::r" ` --------------------------------- DROPPED ~ '`• 1 p I tax I I �; : I 1 # ----J New York State Building Code. ' •«; I c, FOUNDATION _ � WALL,To © copyright 2026 . I 4 I ' a': " SCALE : 1/2" = 1'-0" - �' -------------- -------- .�- 1 I '� iL 1 •' � ------- ----------- --------- - :�:`� DIVED OVERHEAD SEE _ I DO ,..:" ;�.;r r" I �: ' � ,, 3: , DOOR SPEG'S . ._ ,.. ......,... ..:�.,'..:.: :;. .r'«:.-..:' :CO+•: s •d: '. •'r}";'1- .4:i if^:..41: :!1 .PS:%+�:'r;' Y,,. I m -ice• �,;.: :.�,...... •'}:•Lf,...: �`•...,;, JOE BELLO ARCHITECT, P C Ik�•. 1 iL a:,� ------- ----------- -------- ------ ----- ----------------�------------- I I I 1 I STONE FIN15H SEE FINI5" 5GHEDULE =' —'° _J I 1 I 2" MORTAR 5ETTIN6 BASE Legend 1 ' " I K° I 4" POURED GONG�2ETE SLAB PITCHED ---------}-------- CAE D A R zF. I I r I POURED CONCRETE �S��PH M eChj�` y":12"AWAY FROM-HOUSE GHEEKWALL5,COORDINATE WITH 5� 6X6 IOAO WWM'REINEORGING --- I ' u'• I 5'-6' 14'-4" I x' I GLEAN COMPACTED FILL STEPS, 4 FINAL. ORADIN6 FOUNDATION WALL: MULTI SENSOR SMOKE 1 - IN MAX 12 LIFT5 10"POURED CONCRETE 1 FOUNDATION I «t";�l':ik ?b'y •';• 3i"fk':7:;+.<nicn &CARBON MONOXIDE xy• xy +`"" .�'• L________ _________________J --- -- - WALLS ON 12x20 KEYED FOOTING DETECTOR INSTALLED Q L--------_ ;' ! .,•� " Mj.a .�� , 2025 NYSRC - -- PER t t ::3 i"' r r'.....r ..�. ti: : .;r>•:.,u. Q�,`i:.: ..•,.'�T. :"?:'.;'%f:+L.:..'H' ' . �1•;.«•S Y._: �• .,�•��,•",i:;4'A.,.' !,�•.''.•4 v.:•!%,..'y�'..•3� 1 n (� GARAGE FOUNDATION WALL: L MULTI SENSOR SMOKE � a i ■ J � n � ■ �-0 II' n �-9 03267� y � 6"STEM, 2"INTERIOR SHELF BELOW SD 5-6 Ib-0 24-0 I6-0 O • SLAB(SEE SECTIONS FOR HEIGHTS) DETECTOR INSTALLED 23'-0" �OF N E`N • r 8"POURED CONCRETE FOUNDATION PER 2025 NYSRC -- - ----- -- WALLS ON 8x16 KEYED FOOTING MULTI SENSOR HEAT Registered thru 02/28/2029 IID DETECTOR INSTALLED FILE: PORCH FOUNDATION WALL: PER 2025 NYSRC 71 8"POURED CONCRETE FOUNDATION 25156 WALLS ON 8x16 KEYED FOOTING O WINDOW TAG SEE SCH-1 . SCALE: NEW WALL CONSTRUCTION: 1 Cellar / Foundation Plan AS NOTED 2x6 EXTERIOR WALLS DRAWN BY: 2x6 INTERIOR WALLS U.O.N. xxx DOOR TAG SEE SCH-1 A-1 SCALE : 1/4" - V-0" -J�- STEEL BRIDLE FLUSH CONNECOTION POST ABOVE RWC SHEET: HEADER OR GIRDER SOLID POST IN WALL OR COLUMN A 1 SHEATHING CONTINUOUS TO DOUBLE SILL PLATE.SECURE W/NAILS @ 4"0/C i ;; �; CONCRETE NOTES: E L LO - 2 ROWS 8D D PROVIDE 1 1/8"X 1 1/4" DEEP SAW CUT CONTROL JOINTS AT 20' O/C MAXIMUM EACH WAY IN ALL SHEATHING CONTINUOUS TO DOUBLE I -' s 2-2 x 6 ACQ PLATES i �_.-', , SILL PLATE.SECURE W NAILS @ 4"0 C u / PLYWOOD SUB.FLR. 3/4"CHAMFER EACH FACE, 6"LAP ) •� b t` / / r SILL SEALER&COATED COPPER 6"WATER STOP BASEMENT, PORCH, AND GARAGE SLABS ON GRADE. CUT JOINTS WITHIN 24 HOURS OF 2 ROWS 8D : TERMITE SHIELD = SEAL EXTERIOR CHAMFERS PLACING THE SLAB. ROXUL SAFE N SOUND ACOUSTIC -, INSULATION = Olt T.O.SUB FLR. T.O.SUB FLR. ', PROVIDE 245 BARS OVER AND 244 EACH SIDE OF ALL OPENING IN WALLS. BARS TO BE 1 1/2" 0'-0"*DATUM - 0-0 DATUM CLEAR OF AND EXTEND 12 INCHES PAST OPENING NEOPRENE EXPANSION JOINT ° d d d ° d • , . 2-2 x 6 ACQ PLATES _ � " � ' ' • \ M6R J018TSEESTRUCTURAL T.O. FOUN STEM WALL 6"POURED CONCRETE SLAB ° 4 ° CONCRETE USED FOR EXTERIOR WALKWAYS AND SLABS SHALL HAVE A MAXIMUM WATER TO SILL SEALER&COATED COPPER /; i / [� 6X610 10 WWM REINFORCING ° TERMITE SHIELD i PLANS X d a 4 CEMENT RATIO OF 0.45. -- - ° ----_ --° - :- e — d — 6334 Northern Boulevard _ ___ • O'MILV�PROR BARRIER d• .< � .,o • A. ----- -- -�-" --- F N WALL T.O.-EOUN INALI INTER)0 SHED --- __ --- • 4 . `"°d East Norwich, New York 11732 T.O. OU --- a.,�-; =:':;- r��P :S" f ��d4%`s.r :'Sviir4 •41 `a 'd ° PROVIDE THE FOLLOWING CLEARANCES FOR REINFORCING STEEL TO: Olt - CAST AGAINST SOIL 3 d EXPOSED TO WEATHER (FORMED) 1111/2" _SLOP,E'GRADE'AWAY FROM 2X4 KEY NOT EXPOSED TO WEATHER 1" SLOPE GRADE AWAY FROM o ", "' - _--- ° 5 16 . 3 0 8 .4 6 4 6 P h o n e BUI�DINGIVIIN yg,:12 - -- 1 -- - STOP HALF OF THE BARS BUILDING MIN 1/":12" SHORT OF JOINT ALL WORK TO BE PERFORMED IN CONFORMANCE WITH THE LATEST STANDARDS FOR Info@Joe BelloArchitects.com PLACEMENT OF CONCRETE AS SET BY THE A.C.I. www.JoeBelloArchitects.com #4 REBAR CONTINUOUS,MIN 3 - - 1 #4 REBAR CONTINUOUS,MIN 3" (PROVIDE AT 40'O/C MAX OF STRAICHT WALL RUN OR AT BREAKS IN d I i a. CONCRETE COVER - - - _-- d CONCRETE COVER = -— -- _ -- 4'. - d: WALL POUR OR AS NOTED ON PLAN) ALL CONCRETE OR MASONRY WORK SHALL BE DONE DURING TEMPERATURES OF 28 DEGREES ilf 2"CLOSED CELL SPRAY FOAM ---- ----� F. AND RISING MIN. I- � I � -i--- �--- - --� - •:d. o •. (R-14) NO CONCRETE SHALL BE PLACED ON FROZEN SURFACES. _ f DATUM ELEVATION HAS BEEN NO ADDITIVES SHALL BE- 1 I I---i-I i I ' .a ALLOWED WITHOUT WRITTEN PERMISSION OF THE ARCHITECT. DATE ISSUED. " ' -='I __ 1 4a ESTABLISHED TO BE0'-0"@TOP OF " de S Foundation Cold Joint Details #5 REBAR @ 52 O.C. #5 REBAR @ 52 O.C. — 11- I I -1 1— 11-06-2025-Working Drawings VERTICALLY ---' FIRST FLOOR SUB FLR.ALL ELEVATIONS VERTICALLY PROVIDE ALL SLEEVES AND FOUNDATIONS VENTS AS REQUIRED BY CODE. - 1 I1 ARE TAKEN FROM THIS 0'0". A-1 .2 SCALE : 1/4" _ ]'-0" PROVIDE CONTINUOUS REBAR IN THE FOOTING AND A CONTINUOUS 2 X KEY BETWEEN THE 07-06-2026- Revisions Per Trustees #4 REBAR CONTINUOUS, -- — a #4 REBAR CONTINUOUS, ;1 ° * FOOTING AND FOUNDATION WALL, AS NOTED ON PLANS. 09-29-2026-Add pool fence loc. " ° " .° DATUM ELEVATION HAS BEEN MIN 3 CONCRETE COVER - j d ANCHOR BOLT NOTE: MIN 3 CONCRETE COVER d •1 ESTABLISHED TO BE 0'-0"@ TOP OF PROVIDE WALL REINFORCING AS INDICATED ON THE STRUCTURAL PLAN. -j d FOR SILL PLATE AT TOP OF WALL&TOP OF JOIST FIRST FLOOR SUB FLR.ALL ELEVATIONS 10"POURED CONCRETE -" ila LEDGE,PROVIDE 5/8"ANCHOR BOLTS TYPICAL 44" rA a ARE TAKEN FROM THIS 0'0". PROVIDE BITUMEN EXPANSION JOINTS BETWEEN SLABS AND FOUNDATION WALLS. FOUNDATION WALL a O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.12" a - PROVIDE WELDED WIRE MESH REINFORCED IN SLABS AS INDICATED ON THE DRAWINGS. 4,000 PSI CONCRETE d FROM EACH CORNERS.7"EMBEDMENT MIN.USE 8"POURED CONCRETE Q3"x3"x5/16"SQ.WASHER PLT. FOUNDATION WALL ANCHOR BOLT NOTE: ALL FOUNDATION WALLS, FOOTINGS AND SLABS SURROUNDING BASEMENT AREA SHALL BE 4,000 PSI CONCRETE FOR SILL PLATE ATTOP OF WALL&TOP OF JOIST COATED WITH AQURON CPT-2000 AS PER MANUFACTURERS SPECIFICATIONS. i° •° LEDGE,PROVIDE 5/8"ANCHOR BOLTS TYPICAL 44I"LIQUID APPLIES DAMPR60FIN 3 ,.� a SURFACE DAMP-PROOF PAINT ON MEMBRANE, LIQUID APPLIES DAM O.C.(24"O.C.FOR SLAB-ON-GRADE)AND MAX.12"" CONTRACTOR TO PROVIDE CYLINDER SAMPLES (3 PER TRUCK)TO BE SENT TO A TESTING LAB MIN.3MILLTHICK,PER MANUFACTURES - - , TO BE BROKEN OPEN AND TESTED AT 7, 14 AND 28 DAYS RESPECTIVELY. NOTIFY ARCHITECT d< FROM EACH CORNERS.7"EMBEDMENT MIN.USE INSTRUCTIONS d° 3"x3"x5/16"SQ.WASHER PLT. OF RESULTS WITHIN 24 HOURS OF OBTAINING SAME. CONTRACTORS TO SUBMIT DELIVERY RECEIPTS INDICATING THE VOLUME AND STRENGTH OF CONCRETE DELIVERED. DO NOT BAFIRST BASEMENT WALLS a' ALL CONCRETE TO BE POURED MONOLITHICALLY, WITHOUT COLD JOINTS, UNLESS SHOWN CONSUNTIL RU FIRST FLOOR FRAMING IS OTHERWISE OR PERMISSION IS OBTAINED IN WRITING FROM THE ARCHITECT PRIOR TO CONSTRUCTED •• � . . •i 1 �_. : Al -_ PLACEMENT. d•. II ••d I #4 REBAR CONTINUOUS, ° #4 REBAR CONTINUOUS, ° INTERIOR BASEMENT SLAB ON GRADES TO HAVE SYNTHETIC FIBERS WITH NO WELDED MIRE ,\ q\ 1 2"COX PLYWOOD SHEATHINC MESH. APPLY FIBERS TO MIX AT DOSAGE AND IN ACCORDANCE WITH MANUFACTURERS tiG� F MIN 3 CONCRETE COVER d d NG� F MIN 3 CONCRETE COVER d FO\ FO\ RECOMMENDATIONS. GARAGE AND TERRACE SLABS DO NOT HAVE FIBERS AND HAVE WELDED FA - ---- - WIRE MESH. RFpO� ` 4"POURED CONCRETE SLAB R OSS\ - S \ a a' 6X6 10 10 WWM REINFORCING \ a -- - \ a• I' • 0-MIL VAPOR BA12RIER 'd• T.O.FOOTING e ° f'<.. q _� r �i ,'. h v ,�_, i _ T.O.FOOTING e - RF'ACE D4Ml4R00) PAINT�Ot(I MEMBRME r _ \ ° 4' 1_Mlt�f.=3MILC THICK,PEF MANUFACTURES ," ;i Mom \ d 0+' INSTRUCTIONSYuJ,=- 'd 'd — -- 2x4 KEYWAY — 2x4 KEYWAY (2)#5 REBAR CONTINUOUS (2)#5 REBAR CONTINUOUS #5 BARS @ 12"O.C.,MIN 3" #5 BARS @ 12"O.C.,MIN 3" CONCRETE COVER CONCRETE COVER 1 Foundation Wall 2 Garage Foundation wall A-1.2 SCALE : 3/4" = V-0" A-1.2 SCALE : 3/4" = 1'-0" I—I I—I I I—I i— FRA ": AS E'ER 5TRUCTUR i RAWIN it IIII—III i ; III ";` � •'::•: .. . _ FLOOR J T,SEE''. ST,RUCTU Al PLANS , - = I II FFE -1 1 I I1 d RESIDENCE BEAM,SEE STRUCTURAL PLANS :: .'. •'•::•::'::: ::: .'. .'...• ° e I II 2"CLOSED CELL PR - — I — SPRAY FOAM R 14 — d d •••,:;:•,;::;••.:::•.:•.:.: : 270 Greenway East .a 4 Orient NY 11957 SCTM# 1000-015.00-02.00-009.000 v d' POURED CONCRETE j -- d FOUNDATION WALL-SEE i i I 11 STRUCTURAL DRAWINCS BEARING PLATE 5"x8"xY2"W/(4)-1/2"0 — �— BOLTS OR WELDED PROTECTION BOARD MANUFACTURED BY'TREMCO' 'TUFF-N-DRY BARRIER BOARD'OR APPROVED EQUAL - �I I III '�.'; •;''f d ' r i `L:�:.;;�;-;=� ':�;��.,z,;-�r:. s.:,� ;-..:;:., • ° When a registered design professional h p as stamped and II ( ; signed this page (blue ink), they VERY COARSE SAND MIN.2"ON ALL SIDES OF CEOCOMPOSITE PREFABRICATED = `>:34" .'.' : are attestingthat to the best of ::.:z:::: ,"�: :.i DRAINACE SYSTEM(TYPICAL) ".; :_.. -rir. his/her knowledge, belief, and professional judgement such Ian— �..;;•; .:•:. ,••. • ..::. ,:•:•::, :: °. p or specifications are I I—I ':::::�::. . . .••. . • .. • • sand/ in compliance with the latest 4 New York State Building Code. CEOCOMPOSITE PREFABRICATED DRAINACE SYSTEM AS MANUFACTURED — BY VARICORE TECHNOLOCIES INC.'MULTI-FLOW DRAINACE SYSTEM'OR I= a d APPROVED EQUAL-CONFIRM SUMP PUMP REQUIREMENTS AND copyright 2026 LOCATIONS WITH CONSTRUCTION MANACER Q —I 4 DIAMETER STEEL COLUMN MIRADRAIN ALONG SLAB PERIMETER JOE BELLO ARCHITECT, P.C. d A. 4° ;° L ED ARC (2)1/2 O A 307 ANCHOR OR TUFF N DRI H8 DAMP PROOFING ° 4 . ". )N^ T'-m' v 4 POURED CONCRETE SLAB REINFORCED WITH SYNTHETIC FIBERS-SEE cv05�PH M eF�`T��EXPANSION BOLTS P"0-`°.T ° " d .. STRUCTURAL DRAWINCS > p � BY TREMCO.INSTALLED PER MANUFACTURES INSTRUCTIONS d PREMOLDED JOINT FILLER 2"SAND CUSHION BASE F'L ION 10"x 3/4"ON V± OVER FOOTING NON SHRINK GROUT CONCRETE WITH WALL RINK GROUT FLUSH W FACE OF ; n 2T HIICK SANDL POLY BASE POR BARRIER OVERLAP SEAMS (P 'k - - / __, q 03267o pQ NION-SHIRNK GROUT,CANT @ FOOTING/FOUNDATION WALL CONNEC T��F NE ad d a°•' d a : ° '4 v d ° 4 # 5"COMPACTEDCRAVELBED-SEESTRUCTURALDRAWINCS Re Istered thru 02/28/2029 CONTINUOUS,HICH QUALITY RIBBED CENTERBULB WATERSTOP AS MANUFACTURED B ° g SPECIALTIES,INC.OR APPROVED EQUAL .. FILE: -_i n ,�. I`,-= d. ' d ; a d I a d , '� I l<' i ^ •; i� -,ALL SEAMS TO BE ELECTRONICALLY WELDED TO PROVIDE A CONTINUOUS,WATERTIGHT CEOCOMPOSITE PREFABRICATED DRAINACE SYSTEM AS MANUFACTURED 25156 1 ° q a °' i CONDITION-LOCATE OUTSIDE KEYWAY BY VARICORE TECHNOLOGIES INC.'MULTI FLOW DRAINAGE SYSTEM'OR APPROVED EQUAL-CONFIRM SUMP PUMP REQUIREMENTS AND SCALE: POOURED CONCRETE FOOTINC-SEE STRUCTURAL DRAWINCS LOCATIONS WITH CONSTRUCTION MANACER AS NOTED K EYWAY-SEE STRUCTURAL DRAWINCS DRAWN BY: Typical Column (3)#5 REBAR EACH WAY VERY COARSE SAND MIN.2"ON ALL SIDES OF CEOCOMPOSITE RWC PREFABRICATED DRAINAGE SYSTEM(TYPICAL) SHEET: 3 yp @BOTTOM,MIN 3"COVER 4 Foundation Damp proofing A-1.2 SCALE : 3/4" = 1'-0" A-1.2 "" = "_ "" SCALE : 1/4 1 0 A- 1 . 2 DELLO r 4' , ,V7 !" A SEP 3 C 2320 i 6334 Northern Boulevard East Norwich, New York 11732 516 . 308 . 4646 Phone Info@Joe BelloArchitects.com www.JoeBelloArchitects.com r-------------- --- -----, 14'-0" '7.f■ _ --------------------------------------------- ----------------------- — DATE ISSUED: j 11-06-2025-Working Drawings ----------------------- PROVIDE 1 GUARDS AT ALL PORCHES, 10" S I I I QUARE COLUMNS, 1 I I BALCONIES OR RAISED FLOOR SURFACES W G4. 4 134 BY EXECUTIVE 1 1 07-06-2026- Revisions Per Trustees A5 PER R316. PORCHES,BALGONIE5 OR I I -RA15ED FLOOR 5URFAGE5 LOGATED I ARGHITEGTURAL MILLWORK I I I I 09-29-2026 -Add pool fence loc. MORE THAN THIRTY INGHE5 (301) ABOVE j I I PATIO (631)234-IOgO I ROOFED OVER PATIO I j 5TONE FIN15H I I STONE FINISH 1 1 THE FLOOR OR GRADE BELOW SHALL 1 1 HAVE GUARD5 NOT LE55 THAN THIRTY- 51X INGHE5(36") IN HEIGHT. I I I I I I I j I L 4'-0" 10'-0" I I GENERAL NOTE: 41-0" 61-0" 4'-7 " L 31-6" 31-b" ll 31-611 L I 7'-I" 5'-g " 3'-10" 3'2" 3'2' x I I 1 1 THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL - I 1 I 1 I I I FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS (GN 1-4) 1 I I I AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED I I I 1 I I I PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL I I I 1 1 I I ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANICY OCCURS BETWEEN I I I I I I I 2 ACTUAL FIELD CONDITIONS AND DRAWINGS. THE:. GENERAL 112 111 110 I j 109 I I I I CONTRACTOR SHALL VERIFY ALL DIMENSIONS ANDCONDITIONS IN THE A-1 WINDOW WELL I c c c I I � p � c I I I I FIELD PRIOR TO CONSTRUCTION. I --� I I -- -- — 106 116 115 114 113 1 Z = 4 I I DISH I f— 1 A A A A �01 O III V 107 FRAMING NOTES: - I ! �■ r----��a------- �`-' �x GENERAL CONTRACTOR TO COORDINATE ALL FRAMING IN FIELD IN _ Q ORDER TO RECEIVE PROPER PLUMBING ROUGH IIN AND CENTERING OF 1 z - v x COORDINATE FINAL GABINTRY rk P<I Q PANSY POWDER j I ��/ r ALL ELECTRICAL FIXTURES, SEE PLUMBING RISEN,AND ELECTRICAL m 4d I APPLIANCE LAYOUT NIITH OY RS l eJ ROOM 105 PLANS , - MANUFAGTURE 5HOP DRAWINGS 1 I I - i .. 1 �4a°1(AI�IIIY I , SEE GN-1-4 FOR ALL STRUCTURAL STRAPPING, HOLD DOWN DETAILS. /91 1 I I ; - -; < ------- AND FASTENER SCHEDULE �'� i i - - '�j i ��\\\\ 113 SEE FRAMING PLANS FOR ALL STRUCTURAL FRAMING DIRECTION AND MAGNITUDE. �j 5GHLUTER KERDI WATERPROOFING `� GREAT ROOM DINING AREA I KITCHEN I � { _ I INTERIOR FINISH NOTES: UNDRELAYMENT 5Y5TEM,OR � O : 1 IV �= FLAT GEILIN6 FLAT GEILIN6® q'-0 A� ® g'-0 A.FF I ® g'-0 A.F N L------------- \ APPROVED E&IJAL TO BE USED O I- 1 I -' ALL WALLS AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD CLASS I I IN ALL WET 5PAGE5 " " x OF NOT GREATER THAN 200 AS PER SECTION R31!9 117 I sQ 6 WHITE OAK 6 WHITE OAK 16 WHITE OAK , (INDIGATED WITH TILE HATGH) e° I WOOD FLOOR WOOD FLOOR I WOOD FLOOR BATHTUB AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS W/ IL` STAIRS rF RAILING TO j I INSTALLED SHOWER HEADS AND IN SHOWER COIVAP. SHALL BE —"""- -' GONFORM TO'R311 4 I I GARp`6E FURNISHED W/A NON-ABSORBANT SURFACE. SUCH WALL SURFACES - r q'-61" SEAT 'R312 OF2025'RGNY5 L_-___ SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6FT ABOVE THE FLOOR. _ 1 3/4 HOUR FIRE 5EPARATION _ -- - ANY GLAZING IN SHOWER STALL TO BE TEMPERED GLASS AND 1111 2 STAIR SHOP DRAWING 5'XIO' ISLAND I BETWEEN GARAGE ✓E LIVING �' Q CONFORM TO 2025 RCNYS R308.1 �{ } I z TO BE APPROVED BY 5PAGE. %TYPE X 6YPSl1M m m L___ -+-t--+ .. 1,' 1 m ARCHITECT BEFORE p BOARD ON WALL5 t GEILING Q lI� _ 1 =' FABRICATION m D E I ' a I T �_i_j, I i n i n n � x n � n n �O WINDOW& DOOR NOTE: �r-=-� 4'xb 5 13 10-10 2 2 7-6�11 T'-I" 6'-0 " m 5 " 5 " 22'-b " 5 " 4 ENsu1TE M NER . ___ ___ - RESIDENCE ' BATHROO ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS -*v 1RIMMED OPENING TRIMMED OPENI —� FOLLOWS UNLESS OTHERWISE: NOTED ON PLANS: `P = I �' i n � - J � n n 1 „ � �v UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERZS; m 3-6 --- 5-5� -i ---i' f5� 7-7 108 I Iz 'n I I- I I 1270 Greenway East UP TO 8'-0" OPENINGS SHALL BE PROVIDED WITH 1(2)2x12 A_7 Q { _ FOYER - = O � STAIR HALL i HD A-7 Orient NY, 11957 r---------------7\---------------� bd bd 4 GENERAL CONTRACTOR TO VERIFY ALL WINDOW AND DOOR TYPES, 1p8 I WATER { SITTING AREA v 102 I _ I 104 rn ENTRY � - -- SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERIING L05ET 11 361 X 84 -' - IMMED OPENING 'd FOYER r.0 I I- N - WINDOW SEAT S '- �� z HAZARDOUS GLAZING SHALL COMPLY WITH NYS(CODE R308.1 AND nn, - i----- MEET THE CRITERIA FOR CATEGORY 11 AS INDICATED IN 2025 RCNYS I 111 I - R308.4 j PRIMARY 5UITE ALL WINDOWS & DOORS TO BE: BY WEATHER SHE]LD. MUNTIN BARS AS 110 I BEDROOM#1 I ioa 105 106 �! LQ = 101 __ __ _ I UNDRY j� I �i I When a registered design PER ELEVATIONS.4-9/16"JAMBS. FINISHES AS SELECTED BY OWNER. sD I GATHEDRAL I e e e _ _- �'-� MUDROOM ° I i �� I professional has stamped and HARDWARE AS SELECTED BY OWNER. NEW WINDOW IN EXISTING 2X4 WALK IN N TILE FLOOR 1 GEILING 1 zl I i� �� j signed this page (blue ink), they WALL CONSTRUCTION TO HAVE 4 9/16"JAMBS. GENERAL CONTRACTOR GL05ET zz 1 ® 14'-0" A.F.F I ~t1.,, -- - _� j0 I i� �� I are attesting that to the best of TO FIELD VERIFY TO INSURE PROPER JAMB SIZES3 PRIOR TO PLACING 1 6"WHITE OAK 1 PORGH Q -- - -- - �l �" I� 1 I b his/her knowledge, belief, and ORDER. 1 WOOD FLOOR STONE FINISH ° I professional judgement, such 5 " I 15'-I' I 51' II " 15'-4" T-8 " I plans and/or specifications are ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND i_____i I AUTOMATIG SHUTOFF 112 in compliance with the latest CONFORM TO 2025 NYSRC, PART 310.1.1. SUCH OIPENING SHALL NOT 4 I I _ ____ __ _ _J WITH �`� 4 New York State Building Code. ---------------- ------------ _ __ IMPEDE EGRESS IN AN EMERGENCY, SHALL HAVE:A MIN. AREA OF (5.7) `-r I I L EMERGENGY FLOOR m I I - ---- ---------------- - 1------------ r� DRAIN TO EXTERIOR SQ.FT,WITH A MIN, DIMENSION OF 20"WIDTH/24"' HEIGHT WITH I _ © copyright 2026 BOTTOM OF OPENING NO HIGHER THAN 3'-6"ABOVE FINISHED FLOOR. KALK IN I 10" 5QUARE GOLUMN5, ----------------- 107 1os '� W/G4 at B4 BY EXEGIUTIVE11�� -«r I I � 2 _ ___J BJ JOE BELOO ARCHITECT, P.C. WORK ARGHITEGTURAL MILL L---------- __ _ A-1 Legend tr 109 (630 234-IOgO ,;CRH MARCh•� FOUNDATION WALL: 10"POURED CONCRETE MULTI SENSOR SMOKE 4 FOUNDATION D c &CARBON MONOXIDE - - - - WALLS ON 12x20 KEYED FOOTING DETECTOR INSTALLED 101 102 103 PER 2025 NYSRC e (P� Q� GARAGE FOUNDATION WALL: 032670 y0 6"STEM,2"INTERIOR SHELF BELOW SD MULTI SENSOR SMOKE �OF NE`I`I SLAB(SEE SECTIONS FOR HEIGHTS) DETECTOR INSTALLED PER 2025 NYSRC r 8"POURED CONCRETE FOUNDATION WALLS ON 8x16 KEYED FOOTING 4' be' 3'-b' 3'-b' 4'-b" 4'4�11 5-6"5-6" Y-6n 4An 4'-2�n 3.4 5'-0" 6'-0" 5'-0" Re thru 02/28/2029 I2'-0" II'-0" 9 MULTI SENSOR HEAT I T f�D DETECTOR INSTALLED i n i PORCH FOUNDATION WALL: PER 2025 NYSRC 5-b I6-0i x Ib-0, e 8-0n I6-0i x 23-0, „ FILE: 7 8"POURED CONCRETE FOUNDATION 25156 WALLS ON 8x16 KEYED FOOTING 84'-6' -- -- ----- O WINDOW TAG SEE SCH-1 SCALE: NEW WALL CONSTRUCTION: AS NOTED 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. xxx DOOR TAG SEE SCH-1 1 First Floor Plan DRAWN BY: IDLE -J L STEELFLUSH BR CONNECTION E] POST ABOVE A-2 AL 1 "_ SHEET: RWC SCALE :. /4 l -0 HEADER OR GIRDER SOLID POST IN WALL OR COLUMN A-2 0 E, L 1.0 GENERAL NOTE: - _ THE GENERAL CONTRACTOR AND ALL SUB CONTRACTORS SHALL FAMILIARIZE THEMSELVES WITH THE GENERAL NOTES SHEETS (GN 1-4) AND CONTACT ARCHITECT IN WRITING OF ANY CLARIFICATIONS NEEDED PRIOR TO COMMENCEMENT OF CONSTRUCTION. CONTRACTORS SHALL ALSO NOTIFY THE ARCHITECT IF ANY DISCREPANCY OCCURS BETWEEN ACTUAL FIELD CONDITIONS AND DRAWINGS. THE GENERAL S E P 3 O 2026 CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS IN THE 6334 Northern Boulevard FIELD PRIOR TO CONSTRUCTION. East Norwich, New York 11732 ROO,FING NOTES.- 516 . 308 . 4646 Phone Info@JoeBelloArchitects.com FLASHING TO BE 0.04 ALUMINUM MIN. UNLESS OTHERWISE NOTED. _______________________ _F7r www.JoeBelloArchitects.com ALL FLASHING AT MASONRY VENEERS TO BE 16 oz COPPER L A L JI II �I FLASHING TO EXTEND MIN. 8" UNDER SHINGLES II II II II II PROVIDE COUNTER FLASHING TO LAP OVER STEPPED FLASHING 3 INCH MINIMUM AND TO RUN BETWEEN BRICK AND UP INTERIOR VERTICAL 11 II FACE 1 INCH MINIMUM. IF APPLICABLE ill DATE ISSUED: INSTALL THROUGH WALL FLASHING AT INTERSECTION OF CHIMNEY&ALL II 11-06-2025-Working Drawings ROOF PENETRATIONS. II jj 07-06-2026 - Revisions Per Trustees II APPLY WATER AND ICE SHIELD EXTENDING 24" MIN. FROM INT. OF 11 58'-1" II 09-29-2026 -Add pool fence loc. EXTERIOR WALLS AND 36"WIDE @ EA. SIDE OF VALLEYS. 12-4 II 131-01, ALUMINUM GUTTERS WITH BAKED WHITE ALIUMINUM FINISH TO BE II PROVIDED AND INSTALLED AT ALL ROOF DRAINAGE AREAS. GUTTERS TO II 4'-4�" 3'2" 5'•-0" jj 4'-II' 3'2" 4'-II" 3'-IL�" 3'2' S'-5° II BE SUPPORTED AT A MAXIMUM OF 60" O.C.VIVITH SPIKE AND FERRULE. I II PROVIDE EXPANSION JOINTS WHERE LENGTH EXCEEDS 40'-0". II ll ALUMINUM DOWNSPOUTS W/BAKED ALUMINIUM FINISH, COLOR TO II II II MATCH GUTTER. PROVIDE DOWNSPOUTS AT 40 LINEAR FEET MAX. A-7 II II PROVIDE ALL END CAPS, ELBOWS, SHOES, EXPANSION JOINTS, LEAF II STRAINERS AND STRAPS FOR A COMPLETE INSTALLATION, WITH BAKED II II II ALUMINUM FINISH, COLOR TO MATCH GUTTER. 11 11 II r-- _-------- -- ---- — ----�------------------i -- --- _-- -- -- — _ __ PROVIDE 4 INCH SD35 PVC PIPING TO CONNECT DIRECTLY TO DRYWELL II 209 --_ _ -I r _____________________- WHERE APPLICABLE. II n a I I IlrT �I I 1 IIII I I I I - ------------------------- SEE SITE PLAN FOR ALL DRAINAGE SCHEDULE AND DRYWELL _ _ ___ _____KL -____ ______�--__�---_ --_ PLACEMENT. I I I II II I I fin`-' I I I uu 11 1 PROVIDE ALUMINUM EAVE FLASHING AT ALL GUTTER/EAVE CONDITIONS, LAP INTO GUTTER 1 211 BEDROOM#3 e 4 210 206 PROVIDE R-30 (UNLESS NOTED OTHERWISE) UNPAGED FIBERGLASS e FLAT GEILIN6 e II1 Il1 1I 1I I I @ 6-0" A.F.F. r---------, ------ -4 1 BATTS TO FIT SNUG BETWEEN CEILING JOISTS, AND 4 MIL POLY VAPOR f--- ---- - --- - I BARRIER IN SLOPED CEILINGS OR ELSEWHERE, IN NO CASE SHALL I 1 b" WHITE OAK I I r-�� I I 11 L THERE BE LESS THAN 1 INCH CLEAR AIR SPACE ABOVE INSULATION. I WOOD FLOOR PROVIDE POLYSTYRENE 13AFFLES TO UNDERSIDE OF ROOF SHEATHING I I 5�" 12'-I" 51" � L2'-I" 5�" 12'-1" 1° 11 AT ALL EAVES AND AT ALL CATHEDRAL CEILI NG SPACES FOR MINIMUM I I "IRSI"CLEAR AIR PASSAGE. I r� ALL INSULATED CEILING SPACES TO BE PROVIDED WITH CONTINUOUS 2" it I I ALUMINUM SOFFIT VENT AT SOFFIT AND RIDGE FILTER SHINGLE VENT AS BEDROOM#2 BEDROOM#4 I I MANUFACTURED BY'ROLL VENT' (OR EQUAL)AT RIDGE. WHERE 1 3'-10" CATHEDRAL CEILING ROOF MEETS A VERTICAL WALL PROVIDE FLASH r ---_ J I -�' FLAT GEILIN6 FLAT GEILIN6 FILTER VENT AS MANUF. BY'AIR VENT' (OR EQUAL) 1 r___Lg"-- - _----_ --J r=- @ 8'-0 A.F.F. ® 8-0 A.F.F. I I F 6 WHITE OAK 6" WHITE OAK 1 1 PROVIDE ROOF VENT PROTECTION AGAINST'THE ENTRANCE OR RAIN OR F -� WOOD FLOOR WOOD FLOOR I I SNOW. VENTILATION OPENINGS SHALL BE PIROVIDED WITH CORROSION I I r �1 �� i�Ij I I I 302` p06 I I RESISTANT WIRE MESH, WITH ONE EIGHTH INCH MINIMUM TO ONE I I ' ` III II II I I I-iz Q I I QUARTER INCH MAXIMUM OPENINGS. THE TOTAL NET FREE I j L=� j II \� II I 1 �� ____ sD II VENTILATING AREA SHALT_ NOT BE LESS THAN ONE TO ONE HUNDRED l I I II r, -c 4'-54" " I'-8" " `� Y`1AI-K 1N K 1N 204 Q I I FIFTY OF THE AREA OF THE SPACE VENTILATED. WHERE EAVE OR sn -� GL05ET GL05ET sr> � CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE I I = I 11 i� �� I I I FREE FLOW OF AIR. A MINIMUM OF ONE INCH SPACE SHALL BE r-------� 1 1 II 208 207 205 203 PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AT I -— --�j lII ° Ij I ��_ _--�1J L- -L-- r4n, ---- ------ THE LOCATION OF THE VENT. 1 � 1 �.-. II IJ L_� I I 1 WALK IN 1 209 -�v � �`'� °j I A-'► 1 1 ir��/ I j j F--- ' m GLO5ET �J O m m 3 04 _ CENTER �� ! e NVINDOW �'RID6E 1 36 HIGH GUARD h DUFF E 1 I PER 2025 RGNY5 z WINDOW& DOOR NOTE: i I I 1 - v -Kv --_-_ _ _- 201 r- , UNFIN5HED _ RESIDENCE �------�--- J 1 __ • . 20 202 203 - __ A FIG A-7 I 2 u� ALL WINDOWS AND DOORS TO BE PROVIDED WITH A HEADER AS I C_� C --� B B e _ WA.�iFf1 00-I_- w_ I I —�— FOLLOWS UNLESS OTHERWISE NOTED ON PLANS: __________ 1-'----------- ---- -- - UP TO 4'-0"TO BE PROVIDED WITH (2)2x8 HEADERS; r UP TO 8'-0"OPENINGS SHALL BE PROVIDED WVITH (2)2x12 F I I r--- L " ---- ---- L � I -- -- s Q I i 1270 Greenwa East FLOOR ; Orient NY, 11957 I I I I 2 I L_ .' I I SCTM# 1000-015.00-02.00-009.000 GENERAL CONTRACTOR'TO VERIFY ALL WINIDOW AND DOOR TYPES, I I I I I -- -- -- I I SIZES, COLOR ETC. W/OWNER PRIOR TO ORDERING 1 q_? - --�F=____�-- __ -_ -- _- 5TAtR5 4 RAILING TO- HAZARDOUS _ 202 I I I _ GLAZING SHALL COMPLY WITH NYS CODE R308.1 AND I I I I I GONFORM TO'R311 4 1�._ MEET THE CRITERIA FOR CATEGORY 11 AS (INDICATED IN 2025 RCNYS I I I I 'R312 OF 20251RLNY5 -- -- - -- BATHROO I I - ----------- ----------- - - _ ——————————— ————— R308.4 I i 1 I I I .. �� TILE _� ----- -----J I I II I � ALL WINDOWS& DOORS TO BE BY WEATHER SHEILD. MUNTIN BARS AS I I I I TO BE APPROVED$Y 5 - -? When a registered design I 5TAtR 5HOP DRAWING I* F10 L---------- n i i" SL° O, 1111 N I PER ELEVATIONS. 4-9/16" JAMBS. FINISHES,AS SELECTED BY OWNER. I I ARCHITECT BEFORE 302 I 303 professional has stamped and I F-- -----l I I r�l FABRIGATION e iq e p p HARDWARE AS SELECTED BY OWNER. NEW'WINDOW IN EXISTING 2X4 I I I I I L J + signed this page (blue ink), they WALL CONSTRUCTION TO HAVE 9/16"JAMB3S. GENERAL CONTRACTOR I I I I - - -------------------.---------_-_--------____ Iw are attesting that to the best of TO FIELD VERIFY TO INSURE PROPER JAMB SIZES PRIOR TO PLACING I 1 I I l 1 -Kv '� his/her knowledge, belief, and ORDER. I I I I I I eon 205 `n O I I I I I I n A z professional judgement, such I I I I I I u. plans and/or specifications are ALL BEDROOM WINDOWS MEET EGRESS REQUIREMENTS AND I I Li I I _l .1° .1" in compliance with the latest CONFORM TO 2025 NYSRC, PART 310.1.1. SUiCH OPENING SHALL NOT I I UNFIN5HED 2'- " 6'-4° 9'2' 3' 51-0' 61-0" 5'-0" 4-IL I-7 I--t 4-1L New York State Building Code. IMPEDE EGRESS IN AN EMERGENCY, SHALL (HAVE A MIN. AREA OF (5.7) SQ.FT, WITH A MIN. DIMENSION OF 20"WIDTH/24" HEIGHT WITH I j A FIG CO ri I I I 22-I I6-0 � BOTTOM OF OPENING NO HIGHER THAN T-6"'ABOVE FINISHED FLOOR. I L--------- I I _ ►_ PY 9 ht 2026 L---------- Q L---- _-- ----� 1 w JOE BELLO ARCHITECT, P.C. L---- ----- --- _ -----J Legend 301 A B v RED A! � 2 .��PH M. eC,ti% WALL:FOUNDATION 10" POURED CONCRETE MULTI SENSOR SMOKE y uicu &CARBON MONOXIDE vl0 FOUNDATION p — -— WALLS ON 12x20 KEYED FOOTING DETECTOR INSTALLED PER 2025 NYSRC T GARAGE FOUNDATION WALL: 0326-70 �0Q � 6"STEM, INTERIOR SHELF 0P NE`N SD DETECTOR INSTALLED MULTI SENSOR SMOKE 1 Second Floor Plan ' SLAB(SEEE SECTIONS FOR HEIGHTS)IGHTS) PER 2025 NYSRC 8"POURED CONCRETE FOUNDATION ------ -- WALLS ON 8x16 KEYED FOOTING � A-3 SCALE : l/4" = P-0" Registered thru 02/28/2029 MULTI SENSOR HEAT HD DETECTOR INSTALLED FILE: PORCH FOUNDATION WALL: PER 2025 NYSRC 25156 8"POURED CONCRETE FOUNDATION WALLS ON 8x16 KEYED FOOTING O WINDOW TAG SEE SCH-1 SCALE: NEW WALL CONSTRUCTION: AS NOTED 0 2x6 EXTERIOR WALLS 2x6 INTERIOR WALLS U.O.N. xxx DOOR TAG SEE SCH-1 DRAWN BY: STEEL BRIDLE OR RWC FLUSH CONNECTION 0 POST ABOVE SHEET: HEADER OR GIRDER SOLID POST IN WALL OR COLUMN A-3 BELLO CHIMNEY TO EXTEN ? : " MIN.24' ABOVE ANY T O.HIGHEST RIDGE I_ J POINT WITHIN 101-0' A5PHALT�RID6E GAP,WITH CONTINUOUS RIDGE VENIT - - - -- - -- - - - - - -- - - -- 1 EL.=47.83'(+27',10") - - - - - - - --- 14 --- - - ---- - ----- - --- -- - — HATER 5H S E F ,� 0 2026 „e 12„ 12" PROVIDE IGEIELD EXTENDING L, - -- - 12" �12" FROM EAVE MIN. ROOF FROM EXT. 6334 Northern Boulevard - - - - --- - _-_ -- - -- _ - -_ _--- -- -_ _- __- -_- --- -_- -- WALL PER2025'RGNY5 East Norwich, New York 11732 I . --- 8 r - ASPHALT RIDGE GAP WITH GONTINUOUS'RIDGE VENT �h_,I 4 - - ----- -- - 3r 5 1 6 . 3 0 8 . 4 6 4 6 P h o In e 44 � _ - - ---- - - - - - - - --- - - Info@JoeBelloArchitects.com - --- - - - - - - - - - - - - - \ www.JoeBelloArchitects.com LU d s� T.O.2ND FL. PLATE 12 - - - - - - - __- - --- - — - -- - -_ - - ---- —- - --12 _-- - — — - --- -- - - --- ._ 12" 12 E— _ 12"� W EL.=8'-0"A.F.F(+18'-3Y") - —� �1 8 I Q Z-- - 1 -- 12" -- - -- - 1 1J EL.=T-0 A.F.F(+17'2Y8-') — I - T O.WINDOWS/DOORS 17 0 0 A5PHALT-RID6E GAP, ASPHALT'RID GAP, 201 202 zo3 WITH GONTINUOU5RD6E VEN B - B WITH CONTINUOUSRIDGE VENT B I a - DATE ISSUED: -_ ABL GD 11-06-2025-Working Drawings - - - - - - - - - - 204 205 3 - - Revisions Per Trustees GON INUM HEAD F ING TYPICAL -- - � ►V z , -- - - -- -- - a., -- - -- -- - -- - -- --- - - - _ -- � - - -- --- 9-29-2026 -Ad 07-06 2026 13 - - --_ - � END PACK pool fence loc. _ 301 ay d mI -- - --- - B OUT - - �r O T.O.2ND FL.SUBFLOOR i ,. i - - - - T.O.1ST FL.PLATE - -- — - --- -- - - -- _- - - _ - - - 4 - I - _.., _- - - - --+ - ; I T.O.WINDOWS/DOORS 13 I 1 - . 6 EL.;7-0' A./F. (+_7_-0/a')I � ) !i I I , r_.i .....',......;_....... �..... I I - DATUM ELEVATION IS I S i I m T � Q ESTABLISHED TO BE I LEL 0' 0"AT TOP OF FIRST 2 101 102 103 - 104 105 106 L�._J.. 1B8 _., ... FLOOR SUBFLOOR. - 1B7 0 - --- - i ' L! �/ �/ I �l r l 14 ALL ELEVATIONS ARE 1 0 TAKEN FROM THIS U-0" 112 TO. 1 ST FL.SUBFLOOR I, 7 _ - - EEL.-20.0 (+0-0„) I . I T O.FOUNDATION WALL - - 18.7 EL.tIJ = I - _ GRADE W EL.= 18. GRADE GRADE 0' EL.= 17.9' EL.=17.6' AVERAGE GRADE _ - _ PROVIDE 6UARD�' AT ALL PORCHES BALCONIES OR W/ EL. 16.3 � -RA15ED FLOOR 5URFAGE5 A5 PER-R316. PORCHES, BALGONIE5 OR-RAISED FLOOR SURFAGE5 LOCATED 12 11 9 5 6 11 7 1 2 GRADE MORE THAN THIRTY INGHES(30") ABOVE THE FLOOR - EL.=1s.o' OR GRADE BELON SHALL HAVE 0ARD5 NOT LE55 THAN THIRTY-51X INCHES(36") IN HEIGHT. GRA E EL.=12.0' SLAB EL'-10 10AR9'-9%") - - -- - - - 1 Front Elevation A-5 EXTERIOR FINISH SPECIFICATIONS ®� 1 1 E T.O.HIGHEST RIDGE A5PHALT'RID6E GAP,WITH GONTINUOU5'RI06E VENT - -- - LAP SIDING: =a . + - - -- - - 1 SMOOTH HARDIE PLANK LAP SIDING _-_ _ __ _ - - RESIDENCE BY'JAMES HARDIE' - --- --- -- -- -- - --- = - - -- -- -- -CORNER BOARDS: 1270 Greenway East O S 2 4" PVC CORNER BOARDS - - - - - - -- - -- -- -- Orient NY, 11957 PROVIDE IGE � WATER SHIELD EXTENDING SCTM# 1000-015.00-02.00-009.000 ASPHALT ROOFING: FROM EAVE MIN.36' UP'ROOF FROM EXT. ---- _ -- -_ - OTIMBERLINE HDZ ARCHITECTURAL WALL PER 2025 RGNYS _- _ _- -_- _ _- ---_A5PHALT'RID6E GAP,-WITH CONTINUOL15RI06E VENT - ASPHALT SHINGLES BY'GAF - GUTTERS:6" K-STYLE GUTTERS, WITH SQUARE -- - - - - - -- _ -- LU - - 4 LEADERS. WHITE Ed --- - - T.0.2ND FL.PLATE When a registered design WINDOWS: A Q EL.=8'-0"A.F.F(+18'-3Y'7 - "" 12° J - - _ -12' _ -- - - - - - professional has stamped and 400 SERIES BY'ANDERSEN' - m T.O.WINDOWS/DOORS - -- - - — - -- A5PHALT'RID6E GAP,WITH GONTINUOU5 RID6E VENT O _ _-_ _" ..-. signed this page (blue ink), they Ll are attesting that to the best of.= . . - -- 12 - 12 - - _- - - -_ - :: .----_ -.-----= - - -- - -- - __ ------- _- - 5 SEE SCH-1 FOR FULL SPEC � O EL T-O AFF(+1T-2%") his/her knowledge belief, and WINDOW TRIM: O - - - - ---- - - - - -- -- - - - - ----- --- professional judgement, such PVC TRIM AS SHOWN !1 -- -- -- - - - - - L --- -- - -_ ------ --- - ------- - - -- -_- --- plans and/or specifications are 4/4"x4"CASING - - - --_-- --- --- -- --- -- = __ __ = _ - _ - in compliance with the latest 6 -F- --- --- _- -- New York State Buildin C 5/4"x6" HEAD-EXT. 1" PAST CASE � � z - -- - -- - - - _-- --- -- - -- - g ode. HISTORIC SILL-EXT. 1" PAST CASE - - --- - - - -- - - ----- - - - - --- - - --- - --- in - - --- ---- -- �� A- - - -- -- - ----- 304 - - - - - -- - -- - - -- - - _ © copyright 2026 3 OWINDOW TRIM PANEL - 7 Yz SHEET STOCK PVC FIELD JOE 4/4"x4"CASING 4- T.O.2ND FL.SUBFLOOR -_ - - -- BELLO ARCHITECT, P.C. 1(Z EL.=(+10'-1Y,") O GABLE END: T.O. 1 ST FL.PLATE $ - � F- 3/4"x6" PVC V-GROOVE TRIM BOARD _ �AED ARC INSTALLED VERTICALLY 4 �\Cb v M• T.O.WINDOWS/DOORS COLUMNS: - EL.=7-0"A.F.F(+7'-0Y4') _- 9 8"SQUARE STAINED CEDAR COLUMNS&TIMBERS m DATUM ELEVATION IS ESTABLISHED TO BE 2 BRACKETS: 0'-0"AT TOP OF FIRST 7� 10 CUSTOM STAINED CEDAR FLOOR SUBFLOOR. (P Q` 'y 0326 yp O BRACKET&TIMBERS € - 9 �OF NEB- ALL ELEVATIONS ARE 1 =III STONE WATERTABLE: TAKEN FROM THIS 0-3 �i 11 f 113 12 Registered thru 02/28/2029 ROUGHCUT VENEER BY ELDORADO' �I SPLIT EDGE WAINSCOT SILL T T.O. 1ST FL.SUBFLOOR FILE: EL.=20.0' (+0'-0") PORCH: T.O.FOUNDATION WALL - _ - �' _I 25156 I 12 rn -- _— - -- -- -- -- - - SCALE. CAMBRIDGE PAVERS EL.=18.T (-1'-3%") -- - "- "- - -- - -IN ASHLAR PATTERN GRADE GRADE AVERAGE GRADE EL.=17.9'EL.= 16.3' EL.=17.9' AS NOTED EXTERIOR LIGHTS: 6 13 PROVIDE 6UARD5 AT ALL PORGHE5,BALGONIE5 OR DRAWN BY: 13 EXTERIOR GRADE, DARK SKY 'RAISED FLOOR 5URFAGE5 A5 PER-R316. PORGHES COMPLIANT FIXTURE - 13ALGONIE5 OR'RA15ED FLOOR 5URFAGE5 LOCATED RWC DOVECOTE: MORE THAN THIRTY INGHE5(30") ABOVE THE FLOOR SHEET: 14 8"x26"x4" RECESS, LINED WITH 2 Right Elevation OR GRADE BELOW SHALL.HAVE 6UARD5 NOT LE55 16 OZ. COPPER THAN THIRTY-51X INCHES(36') IN HEIGHT. A-s -`j R)LLY FLA5HED GHIMNEY TO EXTEND CRIGKET MIN.24" ABOVE ANY Do E L L 0 T.O.HIGHEST RIDGE _ _-_ - ._ _-- - -- - - - ASPHALT1WD6E GAP,WITH GONTINUO&RID6E VENT POINT WITHIN 10'-0" r EL.=47.83'(+27'-10r') ) i e. 12" --- - PROVIDE ICE 4 WATER 5HIELD EXTENDING _ FROM EAVE MIN.36" UP�R001=FROM EXT. 12" - - - 1 --� ---- NALL PER 20251RGNY5 12"� - --- --- - - f S E P 3 0 1026 _ .� � r . . " 12"� - r 112". _ -_ -- - - �-C� FLASHING EXTENDING 18 UP40N _ -- - - -- - --- — - -- _ - -- ----- -. 3- - "A5PHALT'RID6E GAP,WITH GONTINUOU5 RID6E VENT PROM PITCH TRANSITION Q� - East Norwich, New York 11732 Northern Boulevard - - -_ - - ,: h 16 . 308 .4646 Phone Info JoeBe oArchi tects com T.O.2ND FL.PLATE II Z T.O.WINDOWS/DOORS - - ( --- -_ -_ - -- - --- -- - - - - - - - -_{ 12°� �12 www.JoeBelloArchitects.com W _ tV � I EL.-8'-0"A.F.F(+118'-5'/a,) - - �2---- -- J- � - - - - I - --- - - -- EL.=T 0 A.F.F(+1T'2/) J - - - CONTINUOUS _-- -- - _ HALT�RID6E GAP, U- `' --- - -- - -- L - --- -- ITH -Oj ----- - - --- --- - �RID6E VENT GAP,WITH GE VENT ors A5PHALT'RID6E GONTINUOU5'RID - --- 12' 12 �:" 206 207 208 209 - - 210 211 - "- _ - - - _k S DATE ISSUED: 3 - - --- -- - - - - _---- � --- ---_ - - - - -- ct� z - 11-06-2025-Working Drawings - - -- -- - GONGEALED ALUMINUM V - -ZANGEALID A�lMI"HFADWALt fLA_5+11% YPIGAL- CONGEALED ALUMINUM HEADWA[t_FLASHINGZYPIGAL-' -- -- WADS F�IN6 TYPICAL L 07-06-2026- Revisions Per Trustees ---- -- - - Q - - -- - -- -- - 09-29-2026 -Add pool fence loc. t+ 0 T.O.2ND FL SUBFLLOOR - - _ -- --_ - -- - - _- - --- � i CONGEALED ALUMINUM HEADWALL FLASHING TYPICAL ' - --- -- -- -- - T.O. 1ST FL.PLATE - - - - - - - - - 4 4 T.O.WINDOWS/DOORS EL.=7-0"A.F.F(+7'--0Y4") r _............ - 1 Q O DATUM ELEVATION IS S ESTABLISHED TO BE 0'-0"AT TOP OF FI RST Q FLOOR SUBFLOOR. 2 113 114 115 116 -- 109 --- 110 111 112 ALL ELEVATIONS.ARE e -----e - - -e --- - --- -- 107 TAKEN FROM THIS 0'-0" -..- -- -- - - I 106 ---c- T.O. 1ST FL.SUBFLOOR _ - - - - - - - - EL.=20.0' (+U-0") T -- --- - T.O.FOUNDATION-WALL - - ------ - -- -- -- --- - i - ------ - ------ - EL.=187 (4-3%")1 GRA E GRADE GRADE GRADE EL.=17.6, EL.=17.9' EL.=17.0' EL.=17.0' 1 AVERAGE GRADE 9 12 11 PROVIDE GUARDS AT ALL PORCHES,$ALGONIES OR GRADE EL.= 16.3' 'RAISED FLOOR 5URFAGE5 A5 PER12316. PORCHES, Eu.=1s.o' 13ALGONIE5 OR RA15ED FLOOR 5URFAGE5 LOGATED 4 MORE THAN THIRTY INGHE5 (30") ABOVE THE FLOOR 002 001 10 0 OR GRADE BELOW SHALL HAVE GUARDS NOT LE55 A A ooz 001 THAN THIRTY-5IX INGHE5(36") IN HEI6HT. - A - - A - eu, T.O.CELLAR SLAB GRADE_-- EL.= 10.10'(-9'-9%") EL.=13.0' GRADE i EL.=10.0' CHIMNEY TO EXTEND 1 Rear Elevation MIN.24'ABOVE ANY A-6 - POINT WITHIN 10'-0" FULLY FLA51ED T.O HIGHEST RIDGE CHIMNEY G-RIGKET EL.=47.83'(+27'-10") A5PHAJ_T'RIr,6E GAP, WITH GONTIIN)OU5 RIDGE VENT EXTERIOR FINISH SPECIFICATIONS 12" 12" D U FFE LAP SIDING: 12" �12" O SMOOTH HARDIE PLANK LAP SIDING J FROM IEAVE MIN..36 UPDE ICE 4 KATER S-ROOF FROM EXT. RESIDENCE BY'JAMES HARDIE' LU WALL PER2025'RGNY5 -�- CORNER BOARDS: { 1270 Greenway East O 4" PVC CORNER BOARDS T.O.2ND FL.PLATE _ — -- Orient NY, 11957 z EL.=8'-0°A.F.F(+18'-3Y") - -_ - � - _ A5PHALT'RID6E GAP 10U5 WIT GO TIN 'RID6E-VENT SCTM# 1000-015.00-02.00-009.000 U T.O.WINDOWS/DOORS — -- ---- - - -- - -__ - - ---- - - -- - - ASPHALT ROOFING: OTIMBERLINE HDZ ARCHITECTURAL O EL.-7'-0 A.F.F(+17'-28") ASPHALT SHINGLES BY'GAF' u- _ GUTTERS: I -- --- - - 6" K-STYLE GUTTERS, WITH SQUARE O 12" 12" - - $ 8" - LEADERS. WHITE -- When a registered design WINDOWS: ,n � � � - _ - -- 3 professional has stamped and �� -- si ned this page blue ink 400 SERIES BY'ANDERSEN' Q GcoN��NG +Gp� ___- _ _ g p g ( ), the 5 SEE SCH-1 FOR FULL SPEC �p�pSH ��pNF �N6 are attesting that to the best of O - i his/her knowledge T.O.2ND FL.SUBFLOOR 12" 5`S�' S�y - --- _ and elief WINDOW TRIM: m EL.=(+10'-1 8") 3.5' - -= - -_- - - -- --- --- -- - u gem PVC TRIM AS SHOWN O T.O. 1sT FL PLATE -- - -- - - -- - -- - - - --- ---- --- -- - - -- - - -- - - - - - - plans and/or specifications are 4/4"x4" CASING EL.=9'-0"A.F.F(+9--1Y') - T - - -_ - - - - - _-- - - - in compliance with the latest O 5/4"x6" HEAD-EXT. 1" PAST CASE - - - -- - 4 New York State Building Code. x ! i Q HISTORIC SILL- EXT. 1" PAST CASE T T.O.WINDOWS/DOORS - t--- - - ---- - - © copyright 2026 EL.=7-0"A.F.F(+T-0%") - - - - WINDOW TRIM PAIVEL Q lO O y SHEET STOCK PVC FIELD 4 m DATUM ELEVATION IS 5 JOE BELLO ARCHITECT, P.C. 4/4"x4"CASING ESTABLISHED TO BE 118 ' GABLE END: 0'-0"AT TOP OF FIRST 9 - - 6 O 3/4"x6" PVC V-GROOVE TRIM BOARD FLOOR SUBFLOOR. ARC INSTALLED VERTICALLY 12 11 �� PN M. e y��' TAKEN FROM THIS 0-0" FI�O�C� ALL ELEVATIONS ARE COLUMNS: O 8"SQUARE STAINED CEDAR T.O. 1ST FL.SUBFLOOR... COLUMNS&TIMBERS EL.=20.0' (+o'-o^) T.O.FOUNDATION-WALL - ---- - - - - - - -- - - - -- - --- - - --------- --- - - ------ ------ - --- ---- ----- EL.=18.T (-1'-3%„) 3267� yp --- - -- S� P� BRACKETS: 10 CUSTOM STAINED CEDAR OF BRACKET&TIMBERS - y�. r' I F NEB AVER GRADE 11 EL.=16.3' O STONE WATERTAE3LE: 11 Registered thru 02/28/2029 ROUGHCUT VENEER BY 'ELDORADO' PROVIDE 6UARD5 AT ALL PORGHE5,BALGONIE5 OR SPLIT EDGE WAINSCOT SILL -RA15ED FLOOR 5URFAGE5 A5 PER-R316. PORGHE5, GRADE FILE: BALGONIE5 OR'RA15ED FLOOR 5URFAGE5 LOCATED ..� 25156 12 CAM B R I D G E PAVERS MORE THAN THIRTY INGHE5%") ABOVE THE FLOOR a IN ASHLAR PATTERN OR GRADE BELOW 5HALL HAVE 6UARD5 NOT LE55 001 SCALE: THAN THIRTY-5IX INGHE5(36) IN HEIGHT. AS NOTED i EXTERIOR LIGHTS: DRAWN BY: 13 EXTERIOR GRADE, DARK SKY T.O.CELLAR SLAB GRADE COMPLIANT FIXTURE EL.=10.10'(-9'-9%") EL.= 13.0' RWC 1 DOVECOTE: 2 Left Elevation SHEET: 14 8 x26 x4 RECESS, LINED WITH 16 OZ. COPPER A-6 - __ - - - - - _ A-6 DELLO (T) T.O.HIGHEST RIDGE ' EL.=47.83'(+2T-10") - ASPHALT'RIDGE GAP,WITH_GONTINUOUS'RID - _ - --- - - . .. - -- - - - -- --..._ - - - - _. `ip ��°�� .�'-> ---.---- - - _._ _...-- --- _-- GE VENT - ! $' , ! SEP 3 a 2U2� tt. I I I I I I II i I I I, I PROVIDE ICE � WATER 5HI w' ELD EXTENDING FROM EAVE MIN.36 UP ROOF FROM EXT WALLPER 2020•RGNYS rIES 5�5-2 i Tl - - ,12" II i 12" _..,..�._.__ I' i'12" I �I II fix_ FLAT IO I' A rIG �12" I: I' UNFINSHED 6334 Northern Boulevard !' VALLEY NAILER ASPHALT•RIDGE GAP,WITH GONTINUOU5-RID6E VENT East Norwich, New York 11732 LU 12„ATTIC UNFINISHED ;' ,! I II' 12" 516 . 308 . 4646 P h o n e T.O.2ND FL.PLATE i I1 � � � I� I — _ --- ! 12„ I lnfo@JoeBelloArchitects.com 2x_ -- _-� -- -- --- -i - - www.JoeBelloArchitects.com EL.=8'-0"A.F.F(+18'-3y") Ll Z �1 T.O WINDOWS/DOORS I FLAT I I 7-r I EL.=T-0 A.F.F(+1T-2%") 12" 12° VALLEY NAILEiZ '� LL. 12"� �12" -- --- - '1 LL _ C.0 TIES 5EE 5-2 _ ! Q HALINAY _ II I! I! I ATTIC DATE ISSUED: KIN � R Y TYPICAL FLOOR 5 5TEM — — UNFINISHED _ _ u� LOSET 11 06 2025-Working Drawings FINISHED FLOORS,SEE PLANS 9 9 � CONTINUOUS INSULATION BAFFLES ATTIC 3/" ADVANTEGH T46 5U15FL000R, 07-06-2026-Revisions Per Trustees mFROM SOFFIT TO�RID6E VENT FIN15HED GLUED d 50RENED _ -- -- T.O.2ND FL.SUBFLOOR - JOIST5 5EE PLANS FOR INFO - - -Add pool fence loc. — - ---— ---------- - � T.O. 1ST FL.PLATE EL.=9'-0"A.F.F(+9'-1y ) FLUSH 67 RDER, 5EE 5-2 FOR INFO x T.O.WINDOWS/DOORS 5OFFIT SLOT VENT EL.=7-0"A.F.F(+T-0/") WITH IN5EGT 5G�N - -- -- ---- — 3 TYPICAL EXTERIOR WALL 5Y5TEM I Q -- — 510INC SEE FINISH SCHEDULE WATER EN_SUITE FOYER ii � BLUESKIN WRB BY HENRY u� � I 'I�I I! G 05ET BATHROOM 4 �" GDX PLYWOOD -- ENTRY STAIR HALL GAR,q 2xb STUDS® I6" o c. N.O.I� a 116 115 • 114 113 • IGOAT A GLO5ET FINISHED FLOORS 5EE PLANS a a a FOYER MIN R-19 FLASH GATT TYPICAL FLOOR SYSTEM %4 ADVANTEGH TAG SUBFL - - - - - 3/4 HOUR FIRE SEPARATION IN5ULATION,5EE HER5 FOR - - BETNEEN GARAGE 4 LIVING REQUIRED INSULATION VALUES GLUED 4 50REWED 5 J015T5 5EE PLAN5 FOR INFO 5PAGE.%TYPE X 6YP5UM 3 GOAT5 TAPE AND 5PAGKLE T.O. 1ST FL.SUBFLOOR J HBOARD ON WALLS t CEILING EL.=20.0' (+0'-0") _== rn T.O.FOUNDATION WALL Ye:122 PITCH TO DOOR [,,�—GOPPER THRMITE eflIELD - - ,. FOR DRAINAGE EL.=18.7' (-r-3%") d 5ILL SEAL. GASKET 4 FLUSH GIRDER, 5EE 5-1 FOR INFO AVERAGE GRADE 1.•� I ' �� i Yoh, . . . .. . ..•....•,;. .< �4" POURED CONCRETE 5LAB f<• .s I' b Xb IOAO REI NFORGING UNFINISHED ( 10 MILL VAPOR BARRIER ANCHOR BOLT NOTE: � ►.,.;-:,w 'R-10'RIDGED INSULATION BOARD %k' � FOR SILL PLATE AT TOP OF WALL 4 TOP OF J015T LEDGE, CELLAR - ( r� :: B.O.FOOTING PROVIDE 5/8" ANCHOR BOLTS TYPICAL 44" O.G. (24" O.G. a ! 004 005 d3 FO UTILITY N 6" GLEAN COMPACTED FILLMINUVV L3LL n n n . .� 4 POURED CONCRETE SLAB A a _- ON 2,00o PSI VIRGIN SOIL FOR SLAB-0 A D N-6RFa AND MAX 12" FROM EACH GORNRS. �''ROOM IN MAX. 12" LIFT5 VERIFY IN FIELD 7 EMBEDMENT MIN. U5E 3 x3 x5/I6 50. WASHER PLT. '< - :sf 6X6 IOAO P WM'REINFORGING } ' 10 MILL VAPOR BARRIER •t 'R-10'RI06ED INSULATION BOARD .•:�. 6" GLEAN COMPACTED FILL T.O.CELLAR SLAB •.•11. •'4•. ,'A 477}'r' :y J. ..Y ti,1J.: ::' �r.i .'.p.� r•/l fir B.O.FOOTING , ON 2,000 PSI VIRGIN SO VERIFY IN FIELD 1 Transverse Section T.O.HIGHEST RIDGE EL.=47.83'(+2T-10") i EXTERIOR FINISH SPECIFICATIONS 12„ - TIES 12„ PROVIDE ICE 4 WATER 5HIELD EXTENDING FROM EAVE TYPDUFF E IMIN.36, UPIROOF FROM EXT.WALL PER 20201RGNY5 SEEISECCAL ROOFCONS{{ ,2{I6P� 12" - � LAP SIDING: � 12" ATTIC ALUMINUM VALLEY FLA HINC WITH HOOKED RESIDENCE 1 SMOOTH HARDIE PLANK LAP SIDING UNFINISHED, BY'JAMES HARDIE' ENDS 5/a"CDXPLYWOOD —9 - 36"WIDE ICE AND WATER SHIELD PROTECTOR TYP.AT ALL VALLEYS,UNDER 1270 Greenway East 4" PVC CORNER BOARDS O CORNER BOARDS: - ALL ALUMINUM VALLEYS AND STEPPED T.O.2ND FL.PLATE FLASHI ALL ND AT EAVES N�A rient NY 11957 SCTM# 1000-015.00-02.00-009.000 �. EL.=8'-0"A.F.F(+18'-3%") ,. ASPHALT ROOFING: T.O.WINDOWS/DOORS OTIMBERLINE HDZ ARCHITECTURAL EL.-T-0 A.F.F(+1T-2%") ALUMINUM HOLD DOWN aEArs.r-o° ASPHALT �.SHINGLES BYGAF' O.C. HOOKED ENDS GUTTERS: .04 ALUMINUM VALLEY FLASHINC,COLOR TO 6" K-STYLE GUTTERS,WITH SQUARE CONGEALED ALUMINUM BEDROOM#2 Q WALK IN = CONGEALED ALUMINUM MATCH ROOF TONE O LEADERS. WHITE HEADWALL FLASHING TYPICAL OL05ET HEADWALL FLA5HIN67 TYPICAL' 1"N"CRIMPINCAT ALL VALLEYS TYPIGAL FLOOR 5Y5TEM When a registered design WINDOWS: - FINISHED FLOORS,SEE PLANS professional has stamped and 400 SERIES BY'ANDERSEN' 3 �� 12" signed this page (blue ink), they 12 /4 ADVANTECH TAG SUBFLOOOR, 5° 3 Detail. Open Copper Valleyare attesting that to the best of 5 SEE SCH-1 FOR FULL SPEC GLUED t 50REWE0 n nn T. .2ND FL.SUBFLOOR 5" J015T5 5EE PLANS FOR INFO \ - l"l" his/her knowledge, belief, and O T.O. �- WINDOW TRIM: EL._(+10'-1/„) °- =-- - -- ----- -- - - - -- - SCALE : - - - --- - ----- - - - - - professional _ P such plans and/or specifications are PVC TRIM AS SHOWN T.O. 1ST FL.PLATE 4/4"x4" CASING EL.=9'-0"A.F.F(+9'-1 ;') - - ------- - - - - -- - n compliance with the latest 6 5/4"x6" HEAD- EXT. 1" PAST CASE j ' New York State Building Code. HISTORIC SILL- EXT. 1 PAST CASE T.O.WINDOWS I 7-0"A F F(DOORS © copyright 2026 - - --- ALIGN CEDAR GIRDER TRIM WINDOW TRIM PANEL -- -- BOARDS WITH GOLUMN 5HAFT O Y SHEET STOCK PVC FIELD 4/4"x4"CASING I GREAT JROOM METAL\RIDGE CAP 'III Q JOE BELLO ARCHITECT, P.C. 15#BLDC.FELT CAP ! PORCH GABLE END: ROLL VENT FOR ROOFS AS MANUFACTURED BY �ptED A/�G, �p —————�----- BENJAMIN OSDYKE 8 Q 9 e SET CONTINUOUS BEAD OF CAULKI '� PHONE:(800-227-5605)OR RIDCEMASTER ROOF INSTALLED VERTICALLY RIM BOARD = �I �5 I I „_,_ UNDER VENT VENT AS MANUFACTURED BY MID-AMERICABLDC. �� PH 1I' ' 5� F� F ADVANTECA T46 iSUBFL000R, I DROP RIDGE BEAM AS PRODUCTS ��(/ ,� �O �� 1 COLUMNS; GLUED 5G I CARRY I5#FELT INTERLAYMENT — — _ _. _ I REQUIRED TO MAINTAIN CLEAR 9 _ OVER END OF SHINGLE O COLUMNS &TIMBERS CEDAR T.O.E O_12 TO(ou� LOOR JOISTS SEEP FOR INFO - - AIR PASSAGE STRAPPINC AS PER CN-02 BRACKETS: �1 T.O.FOUNDATION WALL _ - -- - -- TYPICAL METAL ROOF - - - --- .�r DROPPED GIRDER, . :::a �, : ... .. .•:. , EL.=18.T (-1'-3�") a� '� !. S.w NOTE' PROVIDE TIGHT CLOSURIE OF PLYWOOD S� �326"1� � SHEATHING AT RIDGE ENDS,ROOF INTERSECTIONS, 9�` yOQ 10 CUSTOM STAINED CEDAR COPPER TERMITE 5HIELD AND WALL INTERSECTIONS. FOF IN BRACKET&TIMBERS 5EE 5-1 FOR INFO 4 51 RAFTERS -.• LL SEAL GASKET AVERAGE GRADE OSTONE WATERTABI_E: `�. EC-RE55 `^�' s~�• 11 ROUGHCUT VENEER BY'ELDORADO' ANGHOR BOLT NOTE: WINDOW WELL UNFINISHED Registered thru 02/28/2029 SPLIT EDGE WAINSCOT SILL FOR 51LL PLATE AT TOP OF WALL 4 TOP OF J015T LEDGE, CELLAR ;{;' 5EE DETAIL qk; FILE: n n n r PROVIDE 5/8 ANCHOR 5OLT5 TYPICAL 44 OG.(24 O.G. i j 2:A-1 I, �� :1E'�x , B.O.FOOTING T PORCH: FOR 5LAB-ON-GRADE) AND MAX. 12" FROM EACH GORNER5. ,+�; ` MIN.36"BELOW GRADE 251 556 12 n n " 4 POURED GON 5LA13 :! ON 2,000 PSI VIRGIN SOIL CAMBRIDGE PAVERS 71 EMBEDMENT MIN. U5E 3 x3 x5Ab 50.WASHER PLT. ,M POURED CONCRETE FOUNDATION WALL 5EE FOUNDATION VERIFY IN FIELD SCALE: +: 6X6 IOAO WWMIREINPORGING IN ASHLAR PATTERN 10 MILL VAPOR BARMIER PLAN DETAILS A-I THRU A-12 FOR INFO. PROVIDE MIN. 4 Detail: Vented Ridge AS NOTED 2 THICK PROTECTION/INSULATION BOARD OVER •k :' R-10 RIDGED INSULATION BOARD DRAWN BY: EXTERIOR LIGHTS: �. r•s x:' DAMP-PROOFING MEMBRANE ® EXTERIOR OF WALL. T.O.CELLAR SLAB -- - --- - :�4: -- .:a t b"GLEAN GOMPAGTID FILL t' IN5TALL A5 PER MANUFACTURER'S 5PEG A-'] SCALE : 1" = l'-0" 13 EXTERIOR GRADE, DARK SKY _ - - COMPLIANT FIXTURE EL.= 10.10-(-9'-9%") .k, '' r ALL NEW BASEMENTS AND/OR CRAWL SPACES TO BE R W C .. . �-. .;,y>�, . TREATED WI1T-f TUFF-N-DRI HS DAMP-PROOFING BY SHEET: DOVECOTE: 2 Cross Section Garage TREMCo. IN5TALLED PER MANUFAGTURE5 IN51RUGTION5 14 8"x26'x4 RECESS, LINED WITH 16 OZ. COPPER A-7 SCALE : 1/4" = 1'-0" A-7