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HomeMy WebLinkAbout49766-Z af souryo`o Town of Southold * * P.O. Box 1179 0 53095 Main Rd couem�` , Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46428 Date: 08/20/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 90 Windiammer Dr Southold, NY 11971 Sec/Block/Lot: 71.-2-20 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 07/22/2021 Pursuant to which Building Permit No. 49766 and dated: 09/22/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Single-family dwelling including an unfinished basement, covered porch, rear covered deck with an outdoor kitchen, and a 2nd Fl deck (foundation & attached garage existing but renovated) as applied for per ZBA #7435 dated 12/22/2020. The certificate is issued to: AFJG LLC Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-20-1983 8/26/2022 ELECTRICAL CERTIFICATE: 49766 7/28/2025 PLUMBERS.CERTIFICATION: AnthonyCuocco 9/20/2024 Au h ed Signature TOWN OF SOUTHOLD BUILDING DEPARTMENT o _ TOWN CLERK'S OFFICE oA . SOUTHOLD, NY BUILDING PERMIT r (THIS PERMIT MUST BE KEPT ON THE PREMISES, WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49766' Date: 9/22/2023 Permission is hereby granted to: r AFJG LLC 86 Nancy St West Babylon, NY 11704 To: Construct additions and alterations to existing single family dwelling as applied for, per ZBA (#7435) and SCHD approvals. 1128122 -Amend permit-to include demolition of existing dwelling (per town definition) and construct new single family dwelling, with SCHD approvals. Additional certification may be required. , *10-28-22 AMEND Permit: to include roof covering over wood deck as per plans I At premises located at: 90 Windjammer Dr SCTM #473889 Sec/Block/Lot# 71.-2-20 Pursuant to application dated 7/22/2021 and approved by the Building Inspector. To expire on 3/23/2025. Fees: PERMIT RENEWAL $965.80 Total: $965.80 Building Inspector g��FocK TOWN OF SOUTHOLD BUILDING DEPARTMENT ti TOWN CLERK'S OFFICE Wo • SOUTHOLD NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS, UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 49766 Date: 9/22/2023 Permission is hereby granted to: AFJG LLC 86-Nancy St West Babylon, NY 11704 To: provided. **REPLACES BP#46770** At premises located at: 90 Windjammer Dr SCTM #473889 Sec/Block/Lot# 71.-2-20 Pursuant to application dated 7/22/2021 and approved by the Building Inspector. To expire on 3/23/2025. Fees: PERMIT RENEWAL $965.80 Total: $965.80 i i Building Inspector SUEFo� TOWN OF SOUTHOLD BUILDING DEPARTMENT coi TOWN CLERK'S OFFICE "o . SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46670 Date: 8/9/2021 Permission is hereby granted to: AFJG LLC 86 Nancy St West Babylon, NY 11704 To: Construct additions and alterations to existing single family dwelling as applied for, per ZBA (#7435) and SCHD approvals. 1/28/22 -Amend permit to include demolition of existing dwelling (per town definition) , and construct new single family dwelling, with SCHD approvals. Additional certification may be required. *10-28-2=2 AMEND Permit: to include roof covering over wood deck as per plans At premises located at: 90 Windjammer Dr, Southold SCTM # 473889 Sec/Block/1-6t# 71.-2-20 Pursuant to application dated 7/22/2021 and approved by the Building Inspector. To expire on 2/8/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,747.20 CO-ADDITION TO DWELLING $50.00 ELECTRIC $310.00 A1VIiENDMENT TO PE+RM�IT ' $134��© Total: $2,241.60 Building Inspector �SUFFoa,��o TOWN OF SOUTHOLD �o oy BUILDING DEPARTMENT y x ' TOWN CLERK'S OFFICE • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WITH ONE SET OF APPROVED PLANS AND SPECIFICATIONS UNTIL FULL COMPLETION OF THE WORK AUTHORIZED) Permit#: 46670 Date: 8/9/2021 Permission is hereby granted to: AFJG LLC 86 Nancy St West Babylon, NY 11704 To: Construct additions and alterations to existing single family dwelling as applied for, per ZBA (#7435) and SCHD approvals. At premises located at: 90 Windjammer Dr, Southold SCTM #473889 Sec/Block/Lot# 71.-2-20 Pursuant to application dated 7/22/2021 and approved by the Building Inspector. To expire on 218/2023. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,747.20 CO-ADDITION TO DWELLING $50.00 Total: $1,797.20 Building Inspector pF SO�ryD! � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 �� • ao Jamesh _southoldtownny.gov �y�OUNTY,Nc� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: AFJG LLC. Address: 90 Windjammer Drive city:Southold st: New York zip: 11971 Building Permit#: 49766 section: 71 Block: 2 Lot: 20 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: PAG & Sons Electric Electrician: Paul Galli License No: ME-64263 SITE DETAILS Office Use Only Residential X Indoor Basement X Service Commerical Outdoor 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph X Heat Duplec Recpt 92 Ceiling Fixtures 5 Bath Exhaust Fan 6 Service 3 ph Hot Water GFCI Recpt 15 Wall Fixtures 8 Smoke Detectors 5 Main Panel 200a A/C Condenser 2 Single Recpt Recessed Fixtures 99 CO2 Detectors Sub Panel A/C Blower 2 Range Recpt 1 Ceiling Fan 10 Combo Smoke/CO 2 Transfer Switch UC Lights 10ft Dryer Recpt Emergency Strobe Heat Detectors 1 Disconnect Switches 47 4'LED Exit Fixtures Sump Pump Other Equipment: 2 puck Its,1 gas fire place,3 floor heat mats with t-stat,1 light lift,4 post lights 1 fridge,1 dishwasher,1 micro,1 hood, 1 mini fridge, Notes: HOUSE Inspector Signature: Date: July 28, 2025 90 windjammer dr t `�� o Town Hall Annex Telephone(631)765-1802 54375 Main Road Pax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 � CgUYl�'t,'�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATION Date: / Building Permit No.- Owner:_r ��—__ _�. r�_✓ �.--%--,/e/J"/��il/C, (Pleas(e print) Plumber: -11 114 600'ce. (Please print) I certify that the solder used in the water supply system contains less than 2110 of I% lead. �w I Plumbers Signature) Sworn to before me this �� �'� day of 20 Notary Public, ( � ZC'ouity MAC 2 2025 r ir=ssau SIERRANottate of New YorkI6225206Nassau Countymy Cpires Aug 29,2026tvm•,�n' 1 ho�apE SOUryo� TOWN OF SOUTHOLD BUILDING- DEPT. loom, 765-1802 INSPECTION [ ] FOUNDATION 1 ST [ ROUGH PLBG. ] FOUNDATION 2ND [ ] INSULATION/CAULKING [DQ FRAMING /STRAPPING [ ] FINAL ] FIREPLACE & CHIMNEY [ ]. FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE=RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) . [ ] CODE VIOLATION [ ] PRE`C/O / REMARKS: II UV DATE Za2 INSPECTOR / OF SOpIqo Wjj -9,-- # TOWN T OF SOUTH OLD BUILDIM'G DEPT. • ;o O O �`ycourm��' 765-1802 —INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ - ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [- ] FIREPLACE & CHIMNEY f ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 7-rl�, fj G � �pT ' y , y lq-- 4AJ I-A e� C.46kcr DATE �� INSPECTOR ��OF SOUIyo � TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND rp(] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: - � �Ec��✓ �Ldgr�s 9 14sL$ 1�O�t-vb S IfilLe-71 c Fi y-zs o- P gwr&cry- " �'2ESSfi2E � �jo�C-Sr�GS rr=r--r=E'f' L tjAg-576- C3 Tv f'y l�SC-RBI G--v T DATE INSPECTOR 14V of SOUlyO� # # TOWN OF SOUTHOLD BUILDING DEPT. �o • ,o �,�� �ycourmN�' 631-765-1802 kXpINSPECTION [ ] FOUNDATION 1ST ROUGH PLBG. [ ] FOUNDATION 2ND [Pq INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: f�Loca-E� Doak �!/G7 �sGt�s�Ex �EsT , Ecav�r CE�Z'r F T 4n v, D F�Nr5 146'eecrye o-ei d�Gl���s ����� CEO ) DATE INSPECTOR A/1 - �`� # # TOWN OF SOUTHOLD BUILDING DEPT. `�cOUNr+N�' 631-765-1802 INSPEC ION [ ] FOUNDATION 1ST [ ROUGH PLBG. 1 �W4' [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING/STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION QQ [ ] PRE C/O [ ] RENTAL REMARKS: " Y� I 0 rl V�• ,o 4 3Vick ✓'� DATE jl, U1,12INSPECTOR of souryo� TOWN OF SOUTHOLD BUILDING DEPT. �ycouffm 631-765-1802 INSPEC . ON [ ] FOUNDATION 1ST [ ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: V)dloclk V�vm6I l o le- DATE INSPECTORY40 10 �o�aOF SOGTyo� _ l � l J �l� l� V v I CI�( f"1� '/e� f # TOWN OF SOUTHOLD BUILDING DEFT. `ycou 631.7654 802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) `t 2"'CODE VIOLATION [ ] PRE C/O [ ] RENTAL (REMARKS: Q&/xA Aoup /- I/, 4m -a zov fl ISo , o v .r- �� r v DATE INSPECTOR a 114�OF SOUTyOIo VII * * VTWN OF SOUTHOLD BUILDING DEPT.V 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ rSULATIOWCAULKING ,,FRAMING /STRAPPING [ NAL /�� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH , [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATIO [ ] PRE C/O!! [ ] RENTAL REMARKS: Pry. !� b OVD tjog Q 5 ►ciei �i� - r n� ool ATE 10111 b000Plo`5 INSPECTOR OP SOGTyOlo f # TOWN OF SOUTHOLD BUILDING DEPT. co 631-765-1802 W INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PL13G. [ ] FOUNDATION 2ND [ ] I LATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLAT [ ] PRE C/O [ ] RENTAL REMARKS: fcz gck, )AV DUB DATE �� << INSPECTOR u . V U3& OA -rq4 (o g6 W r nd j cLot mer 'or- OF SO(/TyO�o * # TOWN OF SOUTHOLD BUILDING DEPT. courm� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [X] ELECTRICAL (FINAL) [ ] CODE VIOL ON [ ] PRE C/O [ ] RENTAL ;� C kfK S f aviot ne t- T I was he e G� ro e�,f;o^ !EMARKS: i j h�eri�. ro i'o o vie 14 FG.Z ro4e-J o vk 6 filj4ilf JA 4J5 LA) k4iilt ev6r fte 6a5p- rnevt� naA I t'4 Get- ouef e V155 ��o,s e,✓�f o tx+!5 eex wl sw I Eck -vor evkrivvA At l t T N `?OISe m-e v i DATE �� a `�1 INSPECTOR Q OF SOUTyO� I I `OV `1,U IN c"',`b 0LV"p jktF JJra * # TOWN OF SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING f ] FRAMING /STRAP.PING [ ] .FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) Pq ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: DATE,aJAl '" �'- 6 INSPECTORA40qt7 ho�aof SOUThp� q� 76& qO PA4 j apnwr * # TOWN OF SOUTHOLD BUILDING DEPT. u 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING ( ] -FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL ( OUGH) �J ELECTRICAL (FINAL) [ ] CODE VIOL ION [ ] PRE C/O [ ] RENTAL REMARKS: , Qri�-�Skave o ev, 6t:l,�5 P�h,e�s n,e fo b e �a(�[ dear VVVX, A n"A b©vll��v► be secured DATE l�-�-3" o�� INSPECTOR OF SOUTyolo TOWN OF SOUTHOLD BUILDING. DEPT. coum, 631-765-1802 FNSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] I SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL g2-fvowx omz('ApHvfqs. [. ] FIREPLACE,& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O' [ ]. RENTAL REMARKS: � O � D A ' ^ IY, �i I°hYG N vP�✓ ��n/ �0 � ?1 �irom �Q� !1� nth .XV c,n (orsv2w Ra DATE INSPECTOR oF souryolo * # TOWN OF SOUTHOLD BUILDING DEPT. °ycouffm � 631-765-1802 q�* INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INgULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL AR., Ae,-- [ ] 'FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ "] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION- [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: o DATE INSPECTOR N&W York spray 'Foam LLC 22 Cousins St Northport NY 11768 Please let this letter, serve as notice that New York Spray Foam applied Aldocoat DC315 intumescent coating applied over Spray Polyurethane_Foam (SPF) in basement area at 90 Windjammer Drive Southold NY rtin Ciesi'nski o ...0 Do .;>r.- 9' I J � 1 } (t 0A AUG 1 4 2025 a Building Department Town of SOuthOl r r.. ra l ,f t oE, r. i l N; " ECEDME r� D � AUG 1 4 2025 Building Department Town of Southold srl'_ Y,b E -y.3N.... K.. J•Y15,s�,.y��. 1". r I! a a. I C, p J a• r Ul -61 Cq CD Of 4.A r 1�� I g OJ Ir `-„sue �� ®• ®•!O '�!F `�{' aft• - cq J i — ate'— �• -- - �_• A r AJ� ■Vr 1 t LlIA x40, do AM . � alk gfi washer bath Bs Lts 4 6 2nd f loos bath g#i for - CUTLETS 00 r Its 10 2nd floor right bedrm floor 12 bedrm over iht � ��°,�� :k 1 'F � , ���! c r 4 � � '� 1 l � � s �. � ,� _ � P. � .3 y �; } ` � �.. .. b 4 • � 4 � ' � _ ; ._ i t ° 'r. � s � <� �i�c _, � r .�,. ., �; .. .. :.:y `��;� �~.��, ��" .�� �, M> �� .� .�•� a ��. � �, E � � �> � - � .� f '� i �; .. i 1 �; k i .� t, `: s �� - .� � � , �� �� �1 .��,. �#�s �: w ,.:. � �� '�;. �; f f a, y � g r,4 �:. �,. � a'� � �. , ��� #_ �. �, .q fi Y'` x. �Fa�pa k. �::`'_ µ."f x •':;ti. F`"? _.� '�S ii -��+.vv� r 4UIIUCIIJCI s . its • .• sump pump DEHUMIDIFIER ti dehumidifier t spare . ZONE VALVE rn AV RACK --- 10 floor heat -� � ►..� fl r---------- - L.V.R LTS & OUTLETS AIRHANDLER `- r'-------------- ------------ d N AIRHANDLER e F< Hit --------------- tt .Y q Cd a o MIMI, r OIS BBQ a � � DECK LTS o/s bbq g.S }TILITY R NS��t L 3 11 2nd floor 12 bedrm over bath right garage O G M o 13 dishwasher 14 dryer 0 — �e 15 dining rm �8 4 17 f ridge aaQQ 9 ° 19 hood 20 micro m t i • i .i � 22 master t 21 sub AV t Y 23p"^'' _ 42ndflrbed 2 N 52-i e 25 ktn counter #2 26 garage Its 27 ktn counter #1 J 28 ha#Twa29 y �� 30 main entrance .o Gr-o _ _ 32 boi ktn Its 33 •Urns#' cart to p•n•t CHANDiLIER LTs All 14 'r & 0 AL ' 5 septic 36 smokes _. 37 septic 38 stove 11, 39 1 st bedrm � 40 stove 3 tC7' N. }y„ f 'F M1 a., g�lidtng Departmont To°g,ri o: 7,,Vthold i l '14 P1,01,{}nn, }o41, enrol Inc �� � A -7 L i CS. r J U L 2 8 2025 Building Department Town of Southold s *N, r k 1.. �l4a�ws�+nn I .I, %\ » \ \ | .�, J,� : \ : « � '. z . � r s !, t,' ,� � � t � :� .� .�` I �7 t _ a� R i �...,,{ ,� ti _ �< � tiyi� ,z-w��s't►t 5 it�;". �e�„Or�i°�''� �`w'l�' � (4� 1) Cover on propane and well 2) Generator permit ;/ 3) Gate latches moved to pool side 4) Outdoor shower blocked from A/C unit ✓ 5) Handrail to basement outside 6) Leaders into drywells ✓ h u u 7) Caulk all penetrations 8) Self-close door garage to inside of house _ 9) Final survey ✓ 10)UL listed alarms for pool 11)Amended plans for BBQ and shower ✓12)Grabbable rail from upstairs to basement ✓13)Sheet rock under stairs ✓ A14)Basement Insulation v"' ✓15)2 relief valves piped down✓ ✓16)Smoke/CO detector in basement �✓ ✓17) Plumbers lead solder cert. 18) Electric cert. ✓19) Blower blaster test �✓ 20) Basement lights need GFI protection v21)Water main jumper ✓22) Finish labeling Elec. panels ✓ ' �= - IZbO r• ot wt,S' n �w r IVA'kyt . . �►f�rr„�r�r fill ji Roll �rr��r rr r rr r r - r�r V 4 t 45 24 E !r; IF �" !I 1,„� 'y�j i/�1 �� r. 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Ire VF s. rk .:fit �:: +y♦„ ' z ed 0 r CIA < f itty r• f < ���.;� ol �f x `` . ^ r .a..^CP`''aca.�".� .'"v�'�+ 7 � `d�.,• �+" .i;'_,t 'I� S� 1 ,1. t `...3 - _ � � _ a- h - 'W���. =y. ��� '„ w s ,+�� _, ,'� � i i +�' � �'. � .7 t �: t �� �.;"4V ',`1�"�= �� ~` ���, ��. �%:;''- �� �_-�._—. �:~� -�—_=. �_._. +-_.� c s �=--_ J ■ � tiery �' i •� +' f r .r U { t # JR't y HUNTSMAN Insulation Certif icate BUILDING SOLUTIONS Closed-Cell Spray Polyurethane Foam This form must be filled out and posted to comply with building code requirements. Meets IRC Chapter 11 Energy Efficiency Requirements and IECC Chapter 4, Commercial Energy Efficiency Requirements. The following spray polyurethane foam product(s) has/have been installed. N Heatlok HFO PRO 2.0-2.4 Ibs/ft3 IAPMO UES ER-0565 ❑ Heatlok HFO High Lift 2.0-2.4 Ibs/ft3 ICC-ES ESR-4073 ❑ Heatlok XT High Yield (s) 2.23 Ibs/ft3 ICC-ES ESR-3824 (w)2.17 Ibs/ft�3 ICC-ES ESR-3883 ❑ Heatlok XT High Lift (s) 2.23 Ibs/ft3 ICC-ES ESR-3824 (w) 2.17 Ibs/ft3 ICC-ES ESR-3883 ❑ Foam-Lok 201 2.0-2.2 Ibs/ft3 CCRR-1025 ❑ Foam-Lok 2000-3G 2.0-2.3 Ibs/ft3 ICC-ES ESR-4501 ❑ Foam-Lok 2000 2.0-2.3 Ibs/ft3 ICC-ES ESR-2 ❑ Proseal HFO 2.0 Ibs/ft3 CCRR-1108 E C E u 'i ❑ Proseal LE 2.2 Ibs/ft3 ICC-ES ESR- ❑ Proseal 2.2 Ibs/ft3 ICC-ES ESR-3 ❑ Heatlok Eco 2.0 Ibs/ft3 ICC-ES ESR- 1 JUN 2 3 2025 Consult International Building Code, Chapter 26-Plastic and International Residential PS 9 m Plastics for specific requirements. The spray polyurethane foam insulation system(s)has/have been I In Red nce with manu- facturer's processing guidelines to provide a thermal resistance of: Area Insulated Aged R-Value Thickness"* Vented Attic Floor Area R- At inches Unvented Attic/Under Roof Deck Insulation R- At inches Sloped Ceilings/Cathedral Ceilings R- At inches Walls (Location: ) R- At inches Walls (Location: ) R- At inches Floors (over an unheated crawl space) R- At inches Crawl Space Perimeter R- At inches Basement Walls R- 15 At +-2" inches Other(Location: Basement Sill plate and Rim Joists ) R- 15 At +-2" inches "Nominal thicknesses are representative of field,spray-applied foam material. Jobsite Address: 90 Windjammer Southold NY Date of Installation: 04/01/2025 Building Contractor: HBS Contractor: Phone: 631 261 0254 Installed By: New York Spray Foam LLC -Post Near Electrical Divisim Street,Arlington, - 00MAN 4M I" 1_0I'S 11•('('as anwmICd h) Ilrc 211211 Nc« 1 or1, `ilaIc Sir IiI)Iv u•u1-so-Iiuus R402J4.1.2 suul R403.3.4 Address ol"Vest 90 Windjammer Dr,Southold, N1 11971 I'esl 1);I1t• 5/7/2025 BtlildIII!, 1'c•1111it /1: ('oniphant•c P Ilhway Performance (','ulhluted by : C'histophcr Silvia RFSNI('I ItaM 11)N 415029-1 I Irmo• Solutions NA'1'I� II) It I R 187 Fasl Main Sheet RV 11) 111 I luntington, NY 117.13 131'I it 63 1-6>3 0004 Buildinp, Envelope Tightness Volume Calculation : ('heck if -- Floor Area Volunle Ll Conditioned Baserrmit Basement 1850 15,873 [] Conditioned Crawl Space I St 1998 15.984 ❑ Sealed Attic t _ 2349 21,2.54 *The conditioned floor area of dwelling is calculated in 3111 accordance with ANSI Z765,except that conditioned floor Attic area includes areas where the ceiling height is less than 5 Total Volume 53111 (.IW ((00 pat 2629 Air changes/hr(4l5( p 2.97 Code Compliance: Pass I Duct Tightness: Post Construction Test-Total Duct Leakage --- }stem-1: ----- -1 i Duct Location Floor Area Leakage CFM (h) 25pa CFM/100 fit CFA Code Compliance:�V R System-2: Duct Location .......................... Floor Area f.eakage CFM CW 25pa CPM/100 fiz CFA� Code Compliance: — System-3: Duct Location .......................... r Floor Area Leakage CFM @ 25pa�� CPM/100 W CFA� Code Compliance: All building envelope tightness has beer)verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the 2020 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by,yi" ?_W IECC as amended by 2020 New York State Supplement,Section R403.3.4. ye• %'"�''�', ate ..'":���,,.... Signature: `�'y Date: 5/7/2025 Christopher Silvia, home Energy Solutions r / ' EON s _ * AM— dF ,;; o 44 " 4 a^. w � "1 .. 1 •ei . � � I 1 . 1 a J FAX i Y � s 1 '�Y1r y° �j �t r�.�a1.•�F.. TT 0 own i„ Aloftl� 4 lk V� aJR ++ .. rr� Q �-7 0 Horton, LisaMarie - e From: Andrew Caputo <acaputoplumbing@gmail.com> Sent: Tuesday,June 13, 2023 2:36 PM To: Horton, LisaMarie Subject: [SPAM] - 90 windjammer Hi had received the plumbing inspection report. And I know the inspector said it was good . But My lawyer asked if the inspector can word it differently since it was on the original report from 1/27 Here is how it should be worded to show that the additional vent pipe is not needed for this job: "After further review of photographs provided by the plumber, item# 1 of inspection report dated 01/27/23 is not required. Balance of rough plumbing ok." I know it's a big ask, I hope he can help us out with this. Thank you ATTENTION: This,email came from an external source. Do not open attachments or click on links from unknown senders or unexpected emails. V 1 y i s 3 fx �. i t s r� v ._. \. J�a w., �. �,- �� s � n 8, � �"�: ?�""" � i m! �u �.� r r �, �� ,o- ,. �, ,,,,„,-.,-a�..W��" �. � « '+� �. i � ��� ` ��, �°�, �.'. »s x ,.. r,,,,,,..�:.eT �a�=, 'a �r �s * : '�. ,...� �� � � � � 1 � i' � �� � ,� ¢� ,�� �, .._ � _ ;� � s ,.,. �., zn�< - �` . 9 "`�'� ��F � � � { ,� t' � �. �����, € ` ¢ "wyn, �* { } � a`3 �� � ... Q '� ; �--�� �_�;: �;. 9 �y ` �} }�.t j x ji, OF SO(/Tyol Town Hall Annex ~ Telephone(631)765-1802 54375 Main Road Fax(631)765-9502 P.O.Box 1179 Southold,NY 11971-0959 • �O BUILDING DEPARTMENT TOWN OF SOUTHOLD STOP WORK ORDER TO: AFJG LLC 86 Nancy Street West Babylon, New York 11704 YOU ARE HEREBY NOTIFIED TO SUSPEND ALL WORK AT: 90 Windjammer Drive, Southold, New York 11971 TAX MAP NUMBER: 1000-71-2-20 Pursuant to Section 144-8 of the Town of Southold Code, you are hereby notified to immediately suspend all work until this order has been rescinded. BASIS OF STOP WORK ORDER: Construction beyond scope of Building Permit#46670, issued 8/912021. CONDITIONS UNDER WHICH WORK MAY BE RESUMED: When the Zoning Board of Appeals and the Building Dept. have issued approvals for all changes. FAILURE TO REMEDY THE CONDITIONS AFORESAID AND TO COMPLY WITH THE APPLICABLE PROVISIONS OF LAW MAY CONSTITUTE AN OFFENSE PUNISHABLE BY FINE IMPRISONMENT OR BOTH. DATE: January 4, 2022 Lester Bayli42o Ordinance 1tor IT SHALL BE UNLAWFUL TO REMOVE THIS NOTICE WITHOUT WRITTEN CONSENT OF THE ISSUING AGENCY. V28/22,2:61 PM 188d10507c77378ba6f4604c72eddb89-uncropped_scaled_within_1536_1152.webp(415x277) 0rl file:/NC:/Users/nancyd/Pictures/Saved Pictures/188d10507c77378ba6f4604c72eddb89-uncropped_scaled within_1536_1152.webp 1/1 1/28122,242 PM 8d03db73c198bb7c814deb6ed14b25ed-uncropped_scaled_within_1536_1152.webp(416X277) h , - file:///C:/Users/nancyd/Pictures/Saved Pictures/8d03db73cl98bb7c8l4deb6edl4b25ed-uncropped_scaled_within_1536_1152.webp 1/1 1/28/22,2:6 PM cf76e31c16ea698820b1cbdOf8a2f251-uncropped_scaled_within_1536_1152.webp(415X277) 3r�r„ i file:///C:/Users/nancyd/Pictures/Saved Pictures/cf76e31c16ea698820blcbdOf8a2f251'-uncropped_scaled within_1536_1152.webp 1/1 iA 0SAIF Full( - 0; ZONING BOARD OF APPEALS " �- " Town Hall Annex,54376 Route 25 Gb � P.O.Box 1179 �P!'f01 �� Southold,New York 11971-0959 s Fax(631)765-9064 Telephone(631)765-1809 ZBA FILE: #7435 NAME OF OWNER OF SUBJECT PROPERTY: Alexander Jedynski -... PROPERTY LOCATION350 Windjammer Drive, Southold RECEIVED DATE OF ZBA DETERMINATION: December 22,2020y (� SCTM No. 1000-71-2-20 / FEB PROPERTY OWNER'S STATEMENT Zoning Board'OVA00fifs Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination number: 07435 Dated: December 22,2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 280-4 of the Town Code,occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits; 4. know that the Zoning Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public Bearing,to modify,suspend or revoke such approvals or any term or condition thereof or to impose thereon one or more new conditions,pursuant to Article XXV,Section 280-141 of the Town Code; S. must submit a signed and notarized copy of this statement must be submitted to both the Office of the Zoning Board of Appeals and the Building Department prior to my/our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owner(s) e cPo/% i✓1/� Signature of Owner(s) Dated: Dated: Sworn to before me this day Sworn to before me this day of 2/ ,20 _. of 20 N tary ublic Notary Public JOHN J.GESTAHL Notady Publtc,State of New York ' No. 01cE5068994 Quamiled in Nassau Coun vl Comrnh fon Exp1re8+fvt2--W b-i,Z-�3 SITE DATA: SCTM 1000-71-2-20 COESDIPMN; AM LOT COVERAGF. E VAM Fl -- STORM WATER MANAGEMENT DETAILS N.T.S. En wQr NNa N 25054'50" E 195.01 Z SO b 0 2 c; c; L' FINAL MAP RECEIVED 0 > REVIEWED BY ZBA JAN De SEE DECISION# -7Y3� 0 DATED Ila:. Pm� zoning Eloall of ApPeals ge 2-NrnnE 0 LU b 59.2' Lf) 7�� in SITE PLAN 0 0 SCALE:1" 30!-0" L mf ---------------- Z - ------ rnDN S 25c54'50" W 1.95.0' na 0 HAY BALE OR SILT FENCING WINDJAMMER D R I V E m jr UMSOFCLEAPINGTOBE NO MOUTHAM20FM PROPOSEDWORKAS MICA�ON m S-1 dog 9t h DEC 18' � � BLDG DEPT & ZBA OFFICE: WINDJAMMER DRIVE ZBA #7435 THIS PROJECT IS A DEMO - NOT ADDITIONS AND ALTERATIONS AS APPLIED FOR. PLEASE INSPECT ASAP. 4rVIO' s "1 4 � s I� 4. o :1+,�� '"► e �;.r,s ..f ' s ;:ye � �'�� 5.�r+.� v.�,� 4 �"k�Mi��+�, ° 'w�?•.�e�'�"� ' N,+d° 't �`` °� ey x , � t��"`SW, i� r 3 :�". Y 3K'". aG 'k:t,��.� +.,�1�+ ,•styt� � � Zvi, �. ° ,.�, .k �, "ss�:_ , ,,, •{ i t� a r ,� ��. f'�",�.� ,�. "^+'z:,^'�I sir •`�\�': � "`1. , �, � j yam{. .� r�r .,, �:..� "� „ yy � 1►,I '��� 7}I h,�1. .'i 4�y�, +1'2.'f�"'�1 rc� s �� �'-.. Y. 1•�`� , ,mow.. ,,�' � �� �;. ` r ��-i?�\�'• +"'� —fir 'Y qw` le e 1 Y tt x. .,tom �•�\ � � � _-.. _. _.. - - __ _ - R 1 r- • e e LIs gm ROUGH FRAMIN04 JEW o ILI I MOON- not AIR Lai"imll, AIA A- �' r �• • r �� r • � � - dry TOWN OF SOUTHOLD BUILDING PERMIT APPLICATION CHECKLIST BUILDING DEPARTMENT Do you have or need the following,before applying? TOWN HALL Board of Health SOUTHOLD,NY 11971 4 sets of Building Plans TEL: (631) 765-1802 Planning Board approval FAX: (631) 765-9502 Survey Southoldtownny.gov PERMIT NO. 7� Check Septic Form �—�&N.Y.S.D.E.C. Trustees _ C.O.Application 1 Flood Permit Examined ,20 '; I`=i l� Single&Separate Truss Identification Form �' v � Storm- Water U 2 2 2021 Storm Water Assessment Form act: Approved 20 BTJIII'I?i1hG Dom'` Mail.to: Nv Q O " •,- Disapproved a/c Phone: _ - _ l IS Expiration ,20 ----------------- Building Inspector C�Vte� APPLICATION FOR BUILDING PERMIT Date , 20 2Q� INSTRUCTIONS a.This application MUST be completely filled in by typewriter or in ink and submitted to the Building Inspector with 4 sets of plans,accurate plot plan to scale.Fee accordingto schedule. b.Plot plan showing location of lot and of buildings on premises,relationship to adjoining premises-or public streets or areas,and waterways. c.The work covered by this application may not be commenced before issuance of Building Permit. d.Upon approval of this application,the Building Inspector will issue a Building Permit to the applicant.Such a permit shall be kept on the premises available for inspection throughout the work. e.No building shall be occupied or used in whole or in part for any purpose what so ever until the,Building Inspector issues a Certificate of Occupancy. f.Every building permit shall expire if the work authorized has not commenced within 12 months after the date of issuance or has not been completed within 18 months from such date.If no zoning amendments or other re'plations affecting the property have been enacted in the interim,the Building Inspector may authorize,in writing,the extension o the permit for an addition six months.Thereafter,a new permit shall be required. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building-Permit pursuant to the Building Zone Ordinance of the Town of Southold,Suffolk County,New York,and other applicable Laws,Ordinances or. Regulations,for the construction of buildings,additions,or alterations or for removal or demolition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code,housing code,and regulations,and to admit authorized inspectors on premises and in building for necessary inspections. %Jv-,._,,,, Signa o applicant or name,.if a corporation) (Mailing addrAs of applicant) State whether applicant is owner, lessee, agent, architect, engineer, general contractor,electrician,plumber or builder Name of owner of premises c e,6 (As on the tak roll or latest deed) If applicant is a corporation, signature of duly authorized officer (Name and title of corporate officer) Builders License No. Pluin`bers License No. Electricians License No. Other Trade's License No. 1. Location of land on which proposed work , ill be done: yive . House Number Weet Hamlet County Tax Map No. 1000 Section Block Lot �J Subdivision Filed Map No. Lot 2. State existing use and occupancy of p raises pj intended use and occupancy of proposed construction: a. Existing use and occupancy r b. Intended use and occupancy 2QQZ� 3. Nature of work(check which applicable):New Building Addition Alteration Repair Removal Demolition Other Work (Description) 4. Estimated Cost Fee (To be paid on filing this application) 5. If dwelling,number of dwelling units I Number of dwelling units on each floor If garage, number of cars 6. If business, commercial or mixed occupancy, specify nature and extent of each type of use. 7. Dimensions of existing structures, if any: Front Rear Depth Height Number of Stories Dimensions of same structure with,alterations or additions: Front Rear Depth Height Number of Stories 8. Dimensions of entire new construction: Front Rear Depth Height Number of Stories 9. Size of lot: Front Rear Depth 10. Date of Purchase Name of Former Owner 11.Zone or use district in which premises are situated 12.Does proposed construction violate any zoning law,ordinance or regulation?YES" NO 13. Will lot be re-graded?YES NO Will excess fill be removed from premises?YES NO V 14.Names of Owner of premises �- '�►�hi� �Ot1e - -Address i� 14 �� Phone No. Name of Architect Address Phone No Name of Contractor Address Phone No. 15 a.Is this property within 100 feet of a tidal wetland or a freshwater wetland? *YES NO y * IF YES, SOUTHOLD TOWN TRUSTEES &D.E.C.PERMITS MAY BE REQUIRED. b.Is this property within 300 feet of a tidal wetland? * YES NO * IF YES,D.E.C.PERMITS MAY BE REQUIRED. 16. Provide survey,to scale,with accurate foundation plan and distances to properly lines. 17.If elevation at any point on property is-at 10 feet or below,must provide topographical data on survey. J 18. Are there any covenants and restrictions with respect to this property? * YES NO V * IF YES,PROVIDE A COPY. STATE OF NEW YORK) SS: COUNTY OF ) �2nn l�Q� A i being duly sworn,deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)He is the AQ ZnA (Contractor,Agent,Corporate Officer,etc.) of said owner or owners,and is duly authorized to perform or have performed the said work and to make and file this application; that all statements contained in this application are true to the best of his knoW%e and belief;and that the work will be performed in the manner set forth in the application filed therewit HRISTINE S C LfCE l�IOTAR�UBLIC STATE OF NEW YORK OUALIFIEO IN SIJFFOLK COUNTY Swo� u 1to before me this T' 1 REG.01SCs140107 f��f2rL day of 20 W,� COMMIS60N EXPIRES Notary Public i_ re of Applicant Buildine Department Application AUTHORIZATION (Where the Applicant is not the Owner) I, kkQN 0"a Qv- residing at ��`�`� `���r1 z3i• (Print property owner's name '(Mailing Address)- do hereby authorize t1 L'flrj���r li C�P1 (Agent) I to apply on my behalf to the Southold Building Department. 1 sae 29 2-0>10 (Owner' ignature) (Date) (Print Owner's Name) FORM NO. 3 NOTICE OF DISAPPROVAL DATE: July 17, 2020 TO: Jennifer Wicks (Jedynski) 200 Belleview Ave. Center Moriches,NY 11934 Please take notice that your application dated July 13, 2020 For permit to construct additions and alterations to an existing single family dwelling at Location of property: 350 Windjammer Drive, Southold County Tax Map No. 1000 - Section 71 Block 2 Lot 20 Is returned herewith and disapproved on the following grounds: The proposed construction on this 19,500 square foot lot in the R-40 District is not permitted pursuant to Article XXIII, Section 280-124, which states that, on lots measuring less than 20,000 square feet in total size,the minimum front yard setback is 35 feet and the maximum lot coveragepercent. Following the proposed construction,the single family dwelling will have a front yard setback of+/- 29.9 feet and a total IoLzAwerage of 21.3 percent. t-', Autho ' ed Signature Note to Applicant: Any change or deviation to the above referenced application,may require further review by the Southold Town Building Department. CC.•file, Z.B.A. BOARD MEMBERS Southold Towa Hall ®(/f 53:095 Main Road-P.O.Box 1179 Leslie manes Weisman,Chairperson �. � 1�atricia Acaui ora w l® Sodtliold,NY 11971.-0959 p u Office Location: Eric Dantes } : fiownAnnexlP"irstFoor, Robert.I ehnert;Jr. 54375M6n.Road(at Youngs Avenue) Nicholas Planament4 Southold,NY 11971 http/sputhollto�tnm goy ZO NI N B(DAIt ►OF APPEALS 1> } TOWN.OF`SOTQ1uIIj► `Tel ( 3I)76 1<SOl«Fa�c(G ib 7 5-�404 DEC 2 .52020. FINDINGS;bEI;II3RATXON ANl D RI�INA�,Tx: • TIN G O D11322,2024t�;ttx-ha►. d 'm17 � rk Z.TA.:MIZ #7435 NAlv1E-OF APPLICANT A `J �I A]e cai deY Je ly slai` PROPERTY LOCATION ..350 Windjafrner Drive:(aka 90 Waridjamm i rime}.S4utlzold NY �CTM , x:000-712�2U 'SE QRA DETERMINATION': The.4oning Board.of Appeals has via ted e grpperty:under.comsideration in this application.and determines that this review falls under the:Type_IT eatcgdi<y.of the Statb's List of Aetions;.without further steps under SEQ)Zt1> SUFFOLK CUIJNTY ADMIl�lIS1TtATTVL CC1D1 : This ;application was.referred as:regnued under the'Suffolk County MminYstrative Code Sections A 14-14 to 23, and-the Suffolk County T epattinent-pf Planning issp 'd its reply dated October 2, 2020 stating.that this appl#catiptl.,is consiiiered..a matter for local de#ermtnatton as there appears to be no signifiitatit-countyr wide or.int -60dimunity trnpaa#: LWRP DETERMINATION., The:relief, Hermit, or interl retat'ion requested `in this application is listed Under-the ivlinor.Actions;eXeit i lust and is not-.subject;to review antler Cl}apter 20. I'ItOPERTY. FACT'S/DESCRIPTION: The subject, 19;500 square feat, A5-acre; ran-conforming, sec�naaular= shaped, corner parcel measures 100 feet,along 13arbpr l:gl is Drive, ih,.en runs south 1�5 feet along.W.rnd,7ammer Drive then runs west 100 feet along a resioendally developed lot to ffie_sauthy then:_ uns north 195 feet along a second. residcntialiy developed lot to the i+estr The lots improved with a two story fzame dwelling,.asphalt driveway, concrete entry stoop; a wood deck, a walk,ou#cellar accessed.via b d.'er step- an in.grbuurl sv iummiug pool with on grade wood deck and chain link fence.on two sides and.a stockade fence on one, as shown,on the survey prepared by Kenneth,M;VVoycl t�k,T;and.Surveyh%,PLLC,arid,dated I cl sruary T;i 2020;! BASIS Or APPLICATIQN: Request for. Variances from.Article .XXIII, Section 280-124 and. the. Building Inspector's July 17, 2.020 Notice.of Disapproval, based:on an application for a permit to constrict additions and alterations to an existing single-family dwelling;at 1),less than the code required mrtitinutrt front yard setback of 35 feet; 2).more.than the.code pennitted maximum lot coverage of'20%e:located at 3$' `Nindjarntner'-Drive,'(aka 9.0 Windjammer Drive), Southold;NY..SCTM;No: I000 71-2=20.. RELIEF REQUESTED The applicant requests variances to increase:the lot coverage to 21.3.% where the code .limits overall lot coverage to 20% and to increase. the level of..non-conformity relative to a front yard setback proposed at 29'9 feet where. the code requires a front yard setback of a..�nmtmum of 35 feet in order to accommodate alterations and additions to a s*91e faniiily residence consisting of an eXpagded rear. deck; the addition of a front entry porch Arid `squaring' off fhe.hoase footprint in:order to update interior.livig spaces: Page 2,Degemtl er 22,2020 41743.5,AFJG LLC,.Jedynski SCTM No. 1000-71-2-10 AMENDED APPLICATION; ,During the.hearing,;the applicant,,was asked to-bring.the plan into more:conformity with the code; The applicant on No`i!ember:19,2020 submitted a plan:reducing:the total lot coverage.fruit 2,1..3% to 20.9%and bringing the plan Wo,mord conformity with,the cods ADDITIONAL INpOI 1b1ATION N.o member of iho piiblio or:aii immediate.neighbor.spoke iii favor of or against this application. The subject parcel is covered by the,following Certificates, Opcupariey Z-41407 Issued 113119$3 Private,bne family Dweilmg�frstflaor only Z-17521 Issued/1/1711998 Deol�Addition to Existing One-family Dwelling -11611 Issued 12/16/1=98$ Alteratlan:to 2nf door o llz�is#i Onerily Dtivellirig . L=19542 Issued 1112811"99 t'tees' M in grouhd fool;Fence;amended to include 1)eele The subject parcel is the beneficiary of ZBA decismfl #2720 issued July 27} I90 which; while not codified,; allowed"for the:construct;on of'a news;single faintly residence with a frront at`d;setback:of20'feet do the astsido of the Iot, where the Cade retjuires;a.minimum fro yard sotback of$5 feet iti addit ati to;other;relief grazited. This is the.same pxoposird*da.yard wliere'fie.applicant is:now seeking relief from the Code iri;ordem;tQ e5tat islt:a front.yard setback of 2%9 feed wheke:ilia Coale re ti res a i u of3 1 t: During the public hear'irig tile_applicant was requested to i<educi lot Po rage curl to.submmt similarx prtor:ZBA. decisions for thb. imine'la tc peighbeir,load.supporting their application On N-bvomber 1 r.2020,the applicant submitted a letter from.TJan FalasGo, ' , along With a copy•al aii.application-to floe stiff County I?epartiixei�t;of Ilealtta.services for air T1A Sanitary Systgm tad a revised.site play pt�pared by Dark Sehwart datedNot+ember I�;.. 2(?20 indicating the fglov,ring Removal of, l stair from lot:cover a calculati ri- Separated lot-coverage froran item o�is to be xemou aatd�ardscgpo:areas�la data • Updated lot coverage table « Verified Porch size and;co rx optei4 dhzierts oris Furthermore, the applicant wrote that,they will voluntarily install a Suffolk County Board of Health approved Innovative Advanced (VA)wastewater treatment system(suitable for a sib bedrooin residence, as proposod oa the architectural plans associated w.th.the hpphc t on) On December.2,2020 the applicant submitted copy.:of ll.decisions where rdlef was granted by the MA. for front yard and/or lot coverage within the bainlot of Southold. Only,4 determii aUons:were fi r homes in:th6 immediate neighborhood of.I arbor bights. These:;determinatio4s include #1742, 7 trid 0651 ;.. IrINIalI�1Gs:OP EACTIIi`FAS(5NS 1'6 B"OARD.ACTION The Zoning Board of Appeals}ield.a p:ubl%e hearing on this applicatioir o..n"Novctnl er$;2020,at whicl tune written and oral-evidence were presented: Based upon all te'stiixiony,doeumentatzon,personal inspection of the property and surro.pnd na neighborhood,.and other evidence,.the honing Board' lids.the folloWiiig facts to tie true and relevant and makes:the follow ng.findings:_ 1. Town Law 5267-b(3)(b)a). Grant.of the variances as,amended will not produce an undesirable:ohange in the character of the neighborhood'or a detriment to nearby pxopexfies; The subject property is located in the Harbor Lights community where-homes aree developed around a private association ba'front beach'vtiiith roads inoandering along the woodland community, which was once a Iarge, early?4`h century' bayfront,estate. The original.estate Page 3,U.eppinbpr.224OW 117435,AFIG UC,,Jedynski C. M.No. 1000-71 2=10 House still remains,as an.immediate neighbor to the applicant.Many homes are waterfront or have waterv.,e}vs or water access. Most'homes were developed in the 40.7 sand many;have been rer o rated and expanded; upon in recent years.to take advantage:of the coastal setting: While not codified,pridr:variance.Jelief was.granted for the snbl pet*,pareel tinder ZBA.decision.#2720 .in 1980 wh..ch granted relief for::a greater reduced front.yard setback than the applicant proposes today. Given the windtng:Mature of the roadways:and,ri at m landscaping will bed cult for menibors of the neighborhood or passersby to recognize the=redoced architectural frattC yard setback on the east side,at Windjamtii�et'Dzive, or the;inodesfly.excessive ls�t ct verageY as�tmendod,shy 1✓,over the allowable 20%o, Furthermore,the second,front yard on this-corner,praperiy:�as a greate . an-064 conforming. setback'009 2Ieet 2. 'To-sva'Law& 67 b , b}_(2),,The.benefit sought by the applicant cannot be:aclifeved by some method,;feasible for.the applicant fo pursue,other than an area variance, In order to create the:addition of acoverecl front porch at the existizg entryy, a variance will always.be required since.the eXisttiig:Houses34�g feet from the roadway.at its, Closest existing point on the east side. 'The applicant proposes a reasonable depth;of 7 i`e$t baroly enough iQ;allow for a covexed entry, way and placement of outdodx seafing. P(elatt e to lot obverage� the applicant proposes reducing lot coverage from 21 3. �/o to.20,9V making the plan more'Code cotifctrirt tTg, I d t ti .aw &x67 N&bl(3) The variance granted herein the:reduced frrotht.yard setback.is 11piiathemat.caliy sulstantial representing 14 Sln:relief`Irom-the code:.The variance reU -for the propesed tnt ooverae i~eepfeseri 4,5%o Arid is not substantial, Tb.Weve ,the,prior variance.relief granted for.thus parcel a&M-6d far a ere titer reduced: front yard_setback,than.proposed and the 1Qt coverage has been reduced,to:make it.mcrxe bode conforrritg . 4 .Town );ary SGy b(3 )t4) No evidence has 'been subznittetl to suggest that a variance iM Mils restdenttal. community will hive an.adverse Wipact on the phystcal or environmental conditions in fiho netgh,�orlxopd The applicant must,comply. with; Chepter 236 of the. Towit's Storm�'SN.ater-ivSau,gg mend Code.:and his voluitarily offered,to install a Suffolk County$oaTO of HeOth I/A uYastewater ireatm�it sy5tetni�. . 5 Town Law tU7 b(3)fb)(,5). The:diffiou'lt has been self created The,appiioad for.oliased the parcel der the Zoning. Ctitle was_ in efi"ect and it is presumed that the applicant had actual;oir constructive Iwowledae:cif the, limitations on.the use of the parse!Under the Zoning Codel effI -p for to or at the ttme:of ptit�hase.. C Town Law.&2G7 b. grant of tho requested relief is the in To action noeessary.and adequate td enable tlie- applicant to enjoy the benefit of'addiitions and alterations to,a single�fali ly residence.including art expanded rear deck,expansion, habitable space on.the north.anal,south sidesv of`,e..residence:a d the.:additit ii of a,covered:Front porch and other.proposed changes while preserving and proteefiig the..character o :the,nefghborlibod acid the lien.hh,safety and.t elfare of-th'e:community: lu SOLUTION OF THE BOAkD: In considenng.all of the above factors apd,applying the balankift test under Drew York.Town Law 267-8,.motion was offered by Member Planarnento,..seconded by lViernber barites,and.duly carried,to GRANT THE RELIEF AS AMENDED, and shown on the site plan :dated No'veia ber 13, 202.0 ;and architectural drawings labeled. 8-1 and A-1 through A-8 dated July 2, 2020s,,prepared l y Ma€k Kevin Scli-Vvartz, R.ta, StM i - TO'ITIE FOLLOWING CONDITIONS: The applicant shall submit.two originaI slite plans signed:and stamped(as'amended dotted;November 13 202,0)by'the design professional: Prior to receiving a building permit,.the owners)of the subject property cited herein must sign,a statement ackuoMedging that helshe%they have read this Mom h..aiion, understand thie limnts of the A X ...... : .:. .. .....'.. -.-':-..-.., '.t .. .. .. .... .... .. .t..i:.si 1 ..•a.'f..=,�.ilw......,-: ...... ..,.x i 1. ... . .w..r.'S3......... x..x v ex.. _s.x e..x.,., .. ... . 3 3 Page 4,December 22,2020 47435,AF`IG ILLG,Jedynski SCTM No. 1060-71-2-10 variance relief granted.herein; and.are a�vave that if a deitioliton Qccurs:cluring construchan;:or•-any construction undertaken exceeds the scope of the approvals granted iiereiri,the dotting Board of` Appeals retains jurisdiction and has the right,." n publie.beartrig�.t0 m id�fy;;suspend,or rovo�te such approvals or any tetio or condition theredf or to inip, .fhcreon one or more new nondztions, porsuantto.A.Akle)OW,Seohori:_�$0.1�1� 3. This.approval shall tint be deemed.effective unto the ;guy ed.condYt ens Have,been nict;and.:tailure to comPIy therewith will reviler this approval rinll anc�=-aid. l'lie applicant is to install a Suffolk Cauiny$oard otiea�th approved Inriovatie;Advauced /A) 'w'astewa:ter treatment system fora-six WdlrooM:�esiden�e. ; That the above candit otts be tfIRUI n ifito tie rr ld ng�its. ieoi�rt's 004k?to o;f 00cupolicy, hen*ue4: Any deviation from the survey,site plan and/or arch iTeotutrtal,�` * gs cited t�f tf�r dects bt3,�vt`IZ7'�sttZr irl delays andlor a possible denial by the Building DepI terry regiO e a new appl cp and .public hearing before the ZorzirigBnard.af�ppea�s: Any deviation from.the variances)granted her eih as Amm on the:architerturaX drawing,y sr`te pXan am/or:sur-vey cited above, such as alterations, extenstprfs, or' tl triol tzor ,: are rtt t'airthorizcd t ndee thU ctppT cat on-when involviizg nancoriformities tiftder the.zonftsg code.. 7WIs action does tsat authorize or condone any current or.fztttr e. use, setback or other feature of ths:subject property fhtt may, violate the �oyttng Code,• vtltcr zha)z such use's, setbacks and other futures at are expressly aaYdressed.rn tleis acacia: In the-event that an zpproul zs::granted subject too condjl orisr the approval shall trot.be deemed e cttve•unhl ihe:rec urreci eoridtttons have.been met;._and failure ta.cdmply therewith will render rs apprgvainnll? t Ord The.hoard reserves.1he ri ht to sybstitute:a.s milat-descg�tlipt zs.de rrtinimis art natur�,�or an alter:atirJn that does .mot increase the:degree;a�'rtoncgttforlrt.ty, Pursuant to Chapter $ »14'6(B)of the Code of the To�vn o �otthaXd-any va��anG granted by the y WO-cal . Board oi`App, als.shall beco�oae nuts and veal�vl�ere a�e aniOy bas ziAt:been. procure c ,anti%or a subdxv sion.tnap has:not'been�►l_d M. #he. xffdl County t✓lerk,.cv #hin.tliree (3)years frbm the date sash variance Was gxante , e hoard of�ppcais may,upon vxitfcn: request.prior to.the.date of gpfratiooa ,,grout a an ensiou trot to::exeee thri.e;{3).consecutive one �1)year terms. Vote of the Board: Ayes:Ntembers Weisinan(Chairperson),Acampora,Davies,Z:ehnert,.and'Planaznento Leslie Kan s Weisman,Chairperson Approved for filing/ /2020 •. .. . .. ..... _ r .. ._�u,.. ._..+�..+.,,..e .. ,.>..{Y,a,_�-xrr.7-v .�:....'.k.e:,`;4._,.tdr...-a':�i....�s....xY. .. :'«".`L?.n€'.,s,'.,.r.,., '.`.'_..sa......,.> .. _- YLS ZONING BOARD OF APPEALS Ewa Town Hall Annex,54375 Route 25 t _ P.O.Box 1179 Southold,New York 11971-0959 Fax(631)765 9064 Telephone(631)765-1809 ZBA FILE: #7435 NAME OF OWNER OF SUBJECT PROPERTY: Alexander Jedynski ... PROPERTY LOCATION350 Windjammer Drive, Southold MOVED_ DATE OF ZBA DETERMINATION: December 22,2020 � SCTM No. 1000-71-2-20 FEB PROPERTY`OWNER'S'STATEMENT . Zoning Board i6f'4 pea1's Uwe,the undersigned,am/are the owner(s)of the property cited above and acknowledge that Uwe: 1. have received and read ZBA determination'number: #7435 Dated':,December 22,.2020; 2. understand the limits of the variance relief granted therein; 3. agree to immediately contact the Building Department if a demolition,as defined by Section 2804 of the°Town Code;occurs during construction,or any construction undertaken in any other way exceeds the scope of the approvals granted herein,or the issued building permits;. 4. know that the Zoning.Board of Appeals retains jurisdiction until the issuance of the Certificate of Occupancy and has the right,after a public hearing,to modify,suspend or revoke such approvals or any term or condition thereof or.to impose thereon one or more.- new conditions,pursuant to Article XXY,Section 280-141 of the Town Code; S. must submit a signed and notarized copy of this statement must be submitted to both the.: Office of the Zoning Board of Appeals and the Building Department prior to in our applying for a building permit; 6. that the Building Department will not issue a building permit without receipt of this signed statement. Print Name of Owners) Signature of Owner(s) Dated: Dated: Sworn to before me this_�iC day Sworn to before me this day of-L',r�c jL 20_2L_. of 20 Ntry7blic Notary Public u JOHN J.CESTAHi_ Notary.Public•state of Now York r Nio.o1cE5o6e994 Qualified in Nassau sty Commission Expires 6-12-23 SITE DATA: SCTM 1000-71-2-20 DESCRIPSIOW - AM IOT COVERAGE. E=VATE. EDL• STORM WATER MANAGEMENT DETAILS N.TS. �ro n •. LI I xsuro�mlm e waom wm N 25054'50" E 195.0' boo O !. '* vnnEosm E DV °°°x I! O '-'-' FINAL MAP RECEIVED ... �i REVIEWVED,BY ZEA JAN 11 2021 SEE DECISION# 3�NOL -•ytr"�iVAr �Q 6 o DAYED-J�L /la;. Zoning Board of APPeals 1 2 -rxAr�e o? II EwmucDEaoNcowue 1DMOO W y /piO DUTALLNRVANIIXNV PAl10 � p O ''II ON GxAREA{910>M - ! Np iif�MRMGOI& ABQ�DEmmu-PoRIE�VEL-VE 2 ➢xgOIEDADtx- O $ II our000n e o i1 _ RMOVEGUfRRERARmAY• 59�' th = SITE PLAN x .TDBART4M.ExLA1mMO Nev/�I•.^BOOI ° !! '� ron �` nTMouEm„wc a. ``/ -', ,' o� SCALE:1"=30'-0'I d' !I roB. + A ra•xxsa-s p 's - d' V �CDVFAE�DE¢i�0f 1 iri S 25°54'50" W 195.0' HAY BALE OR SILT FENCING WINDJAMMER D R l V E m IIMRSOECIFARINGTOBE NOMORETNAN 3P PROPOSEDMRKAS !, PIDKATED ON SRE PLAN 'mil � � ^— A S-] v BOARD MEMBERS *rif S011" (�, Southold Town Hall .Leslie Kanes Weisman,Chairperson ® �/ 53095 Main Road•P.O.Box 1179 �® �® Southold,NY 11971-0959 Patricia Acampora Office Location: Eric Dantes �s a� Town Annex/First Floor, Robert Lehnert,Jr. 54375 Main Road(at Youngs Avenue) Nicholas Planamento ®��C®UN�N Southold,NY 11971 http://southoldtownny.gov ZONING BOARD OF APPEALS TOWN OF SOUTHOLD June 30, 2022 Tel.(631) 765-1809 •Fax(631)765-9064 L� D AUG 1 5 2022 Alexander and Michele Jedynski 2-48 148 Street BUILDING•DEPTL Whitestone,NY 11357 TG OF SOUTIIOLD Re: De Minimus Request, File#7435 Jedynski, 350 Windjammer Drive, Southold SCTM No. 1000-71-2-20 Dear Applicants; q 0 A)n &o yyl We are in receipt of your correspondence dated June 10, 2022 requesting a de minimus approval for additions and alterations to a single-family dwelling. In your letter, you explain that the originally approved site plan did not show a roof covering a back yard deck, and that you wish to add a roof in order to give you relief from extremely hot summer days. "",-Subsequently,the amended site plan, prepared by Gary Spinello, dated May 13, 2022, depicts a 20.07% lot coverage which is less than the 20.77% lot coverage that was approved. Since the amended improvements are less nonconforming and upholds the intent of ZBA Appeal No. 7435, I have determined that your request is de minimus in nature. Be advised that all other conditions will still apply. Please submit two original signed and sealed site plans. Contact us if you have any further questions or concerns. I will instruct the office to send a copy of this letter to the Building Department. fSincnes Weisman Chairperson cc: Michael Verity, Building Department - i Alexander and Michele Jedynski 2-48 148 st.Whitestone, N.Y. 11357 June 10, 2022 Kim Fuentes Town of Southold zoning board of appeals Town hall annex Building 54375 Route 25 Southold, N.Y. 11971 Dear Kim We are respectfully requesting a variance to build a roof over a backyard deck.The original plan variance was approved on 12/23/2020(letter attached ZBA file#7435).The property address is 90 Windjammer Dr.Southold, N.Y. 11971 and the building permit was issued in August of 2021, but showed no roof attached The original approved plan had a lot coverage of 20.77. The deck becomes extremely hot with the afternoon sun and a roof will offer some relief. For the new plan our architect was able to shrink the lot coverage to 20.07 but added the roof for your approval. We believe that this is still in keeping with the look of the neighborhood. Than yo Al Jedynski z :- ��Siff` •Y�r MAC 2 2�`ZZ ILDING DEPARTMENT- Electrical Inspector 0 9 TOWN OF SOUTHOLD 3 x= Bu►Lo►NooEpo�own Hall Annex - 54375 Main Road - PO Box 1179 �oac$ow�°FgO�YH Southold, New York 11971-0959 r;�V �o �iqq, Telephone (631) 765-1802 - FAX (631) 765-9502 ' ' 'i► rocerr(&-southoldtownny.gov - sea ndCcD-southoldtownny gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: �z�� 22 Company Name: Pp Name:.ThwG-ICLI J. License No.: Im E,- L.Dy 2U_3 email: c c c Address: g Mr r Co, Phone No.: to 5 j) p2 JOB SITE INFORMATION (All Information Required) Name: L Address: q e K I Cross Street: 12� LC, Phone No.: _ p 2 Bldg.Permit#: 1-}C,0 (,--Ip email: -Ni Iq Tax Map District: 1000 Section: Block: Lot: 2-0 BRIEF DESCRIPTION OF WORK (Please Print Clearly) 30bo Circle All That Apply: Is job ready for inspection?: YES / CO) Rough In Final Do you need a Temp Certificate?: YES /CIO Issued On Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size: Z(� A # Meters Old Meter# —�— New Service - Fire Reconnect- Flood Reconnect- Service Reconnected - Underground Overhead '1 # Underground Laterals 1 .2 H Frame Pole Work done on Service.. Y Additional Information: Dt-ct -i Cal 1�errn►+ PAYMENT DUE WITH APPLICATION V 3 Request for Inspection FormAs „�. ILDING DEPARTMENT- Electrical Inspector Z T TOWN OF,SOUTHOLD E} $U�1 Sou"OLTown Hall Annex - 54375 Main Road - PO Box 1179 s � oW1� So6thold;-New.York'f l 971-0959 f Telephone(631) 765-1802 - FAX (631') 765-9502 rogerr@southoldtownny.gov`- seand0southoldtownny.99v APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All information Required) Date: 3 5 A Company Name:. Pp `< � _C . .c 'Nacre: License No.: M E- L_0y 2l0 3 email: Address: 5 Phone No.: (,O 3 I) 2 . JOB SITE INFORMATION (All Information Required) Name: �-3 LL Address: yq C1e Cross Street: �' Phone No.: 3 2 yJ Bldg.Permit#: CO,(, ` •--7 email. A Tax Map District: 1000 ' Section: Block: _2 Lot: 2 C) BRIEF DESCRIPTION OF WORK (Please Print Clearly) �1-�,cc,I rry�c e.7i, Circle All That Apply: , Is job ready for inspection?: YES / CO) Rough In Final Do you need a Temp Certificate?: YES / N-0 Issued On f Temp Information: (All information required) Service Siz 1 Ph 3 Ph Size:' 2(�ZA #Meters Old Meter# —�— New Service - Fire Reconnect - Flood Reconnect- Service Reconnected - Underground Overhead # Underground Laterals 1 2 H Frame, Pole Work done on Service. Y Additional Information: Dec._�-�_,t l' I a'r rnti+ r e PAYMENT DUE WITH APPLICATION Request for Inspection Form.xls � av(v PERMIT N Address Switches y Y ` % Outlets GFI's Surface Sconces H H's ` i"ttki-tvgttt-�t�w t�4 tit UC Lts Fans Fridge HW Exhaust l Oven W/D Smokes DW I Mini 6 �arbon Micro l Generator -ombo ' Cooktop Transfer aC AH Hood Service 111 ( Amps Have Usec -pedal: :omments as I� J No DWELUNG S 25'54'50"W __ __ __ __ __ PUBLIC WATER __ __ __ _195.00, ; a AREA = 19,500 S.F. ELEV. 2so't o OR 0.45 AC. 6'2 CANAL 'I I b I GARAGE 2nd o 3 DECK C.F. = 9.0 DECK DRIVEWAY POOL -- Q CIO 2 STORY SINGLE FAMILY 1 3 I RESIDENCE I 1st FL -2,525 SF 3 o 2nd FL = 1,875 SF PROPOSED VENT 2"MIN.W/ DECK GROSS AREA= 4,400 SF a CHARCOAL FILTER MIN. 3' F.F= 10.7 ti FROM DOOR/WINDOW PROPOSED I/A PANEL I(EL. 7.5) (EL 7.8) __- C/oF I 45•CJ,SWEEP ELBOW 64 or LOT 42B I �N, 2' "ter- DECK I O a HARBOR LIGHTS EMAP STATES. SEC. 2 I(EL 6.7) (EL 6.9 3' I O I O 8.3ELE I SITUATE i ) MIN. BORING I 8.3 SOIL SOUTHOLD o) (2) 34' GEOMAT / I I O 11 1 BORING I ai PROPOSED GRADE) O O PROPOSED RELOCATED 0IJC OF COUNTY, NEW LD � ���'�/ WATER SERVICE � � SUFFOLK COUNTY, NE�Y YORK wi "3 to° ` ABANDON EXISTING ELEV. 3 FILED: JULY 26, 1966 z Z _ I SANITARY SYSTEM 5.7 N MAP NO: 4881 LEV. SEPTIC TANK 5L2 SCTM#. 1000-71-2-20 10 _ __ _ __IM 1530 _PANDON EZOSTING __ __ __ _ In N 2s54'50" E STAAR 0.75 WATER SERVICE 1ss.oD' 3 TREATMENT UNIT WATER SERVICE (PRESSURIZED) w w w w w w w OF NEW S+Ed4 b,of.Drv,.oT N".IM f.Mro, ,✓ WINDJAMMER DRIVE WATER MAIN VACANT � %- •a�sC3p� 2"PVC HEADER W/ 1- REDUCING BUSHINGS NO WATER �o TO MEET GEOMAT DISCHARGE PIPE °„�,4�•,U-kp Nrsr MII Tpt LF NOYNB �20200 �y`r<`p Ik 056994 �V2� Elc SD-2 TOP SOIL(PT) IA�OW PT5 Se tlTech REV: 3-1-21 R°fESS10Np�� 1.6'DAU(BROWN SunAN SD(Su) REV: 1-21-21 ESGVATON INJ'BcTm RBOURtO SUFFOLK COUNTY DEPARTIAENi OF HUILTN SERViCEB F9;FCTED J.0' BROWN SAND t GRAVEL(SP) FoR SAmrARY$YBTEY Br Heunf D[P.U71 MG'T PERMIT FOR APPRom OF CaNBmcnoN FOR A c GROUNBWATER ELEV.0.7 SMOLE FAAULY RE:tOENCE ONLY DAN IE L R. FALAS C 0, P.E., P.C. 5.0' WET NMN SAND s GRAVEL( GATE an CONSULTING ENGINEER rzm, H.S. EF.No. R•20 to83 APPROVED cr rccr N c r>aT� FOR MAIUMUM OP B 94 STEUETEN BLVO., NESCONSET, NY 11767 M�_ ALL PROPERTIES WITHIN 150' EXPoRESTHREEYEARSFRO!1DATEOFROOkis AL (516) 317-7209 SERVED BY PUBLIC WATER rTE SCALE DRAWING N0. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 1-30-20 1"=20' .1 f nwaunc � S 26 Lf S. W _ PUBLIC WA7ER. 95i00° AREA= 19;500 $F. ELEVs g ELEV. 6!. g 7.6 bR 0;45 AC CAS I ' GARAGE T R DRIVEWAY DECK G.F. a.O STORY _ I DECK POOL. 2sot 2 STORY SNGLE FAMILY I, A RESIDE 1st FL 2,52 525 SF; � 3 I 2nd FL. i 875:SF L' , i . PROPOSED VENT Y MIN,W/. OECK ONSS AREA im 4,401)SF 04ACOAL FILTER MIN. 3 RF 10,7' i FROM DOOR/N1NOOW PROPOSE)1/A PANEL C _7� 2 . __ 4S C1 siw E1" LOT 42B 1 MN — 1 oECtcELEV. T O HARBOR .LIGHTS ESMe TATES, SEC. 2 1(EL 6.7) (EL 6:9) .e I` I BO ING F a SITUATE 3 (2) 34' CEOMAT Na I ( SOUTHOLD ai PROPOSED CRADE� I p I ( 1 ( PROPOSED rspbeATm I TOWN OF 8.UTHOLD. wafER SE VICE SUFFOLK COUNTY NEW PORK T,W 3 �. £XISnNG ELEV; , a'o: FILER J3ILY Ad. ,lbee C 1 SANt<ARY SYSTEM 5<7 :� MAP No.; 468.1 sEPtlb T�uiR SCTM#. 1000=71-7-20 5 3 — rf zss4 so"E STAAR Oe75 'WATER:SERVICE' t9$AD' TREATMENT`UNIT WA1'ER SERVICE (PRESSURIZED). . ._ w.: w w w wL_7V'PV w. w w w , w pF E N W WIN AMMER DRIVE W oegayarnxun�..m ,WATER WAIN VaceVtf �,.bmhe. .p C,HEADER W/.1 REDUGING,.BUSHINGS - ,uah.n.r. rwwtaw+we«w TO MEET>.GEOMAT DISCHARGE: '16R IOLFniT�. - Mpm NWMMRe 27.I= 'AlnL 058999 .lei� o Top sd�(aii- .���rr i. REV: 3 1-21 'sRQFES5l0��� 1NDWKBRftN`muyl NIO_(511): � ,• tA(tJi�t'5����@Z�1��,, REV: :1 21 21 ExavAT041fPpp�m Rnael�c NoxEsr a.d tNoivN .siHo cR ivci(sp) FOR Bui fni�r SraTai, ELK CQt1�17J OCPAAtEABNT l{E11fiN PEp7dtt FpeAarSordi 4F �°m'1.7 CEtOUNCMTD:Luv.D.7. 8r � 9dioc5fA,nrRONlY DANIEL R. FALASCO,, F.E. P.C. so wtt eRorm sum-n duw.(sp) DATE ,whatt Ms 1�r Rd41Bes_ CONSULTING ENGINEER APpRONEO- �'0 ��ra ,� 94 STEUBEM BLVD.. NESCONSET, NY 11767 FOB N1AtuR LM OF . B rs ALL P,R.OPERTiES WITHIN.1.50" (516) 317-720e SERVED-BY PUBLIC WATER ExPIRbSTHREEYFARBPROMDATEWAQERQVAI DATE SCALE DRAMNO NO. SUFFOV COUNTY DEPARTMENT:OF HEALTH:'SERVICES 11-30-20 1"-20' DWELLING S 25'54'50" W PUBUC WATER __ __ __ _195.00' 3 TEST HOLE DATA oELEV. AREA = 19,500 S.F. NOR K.REI28. P.E. ELEV. NDVEMBER 28,2020 OF 7 6 OR 0.45 AC. 8.2 zso't ERE.5.7 CANAL 0.2'70P SOIL(PT) 1.8'DARK BROWN SILTY SAND(SM) I I o I 2nd I HIGHEST 3.0'BROWN SAND& GARAGE DRIVEWAY 3 a ELEV,1.7 GRAVEL(SP) STORY GROUNDWATER ELEV.0.7 DECK G.F. = 9.0 DECK Q4 POOL GWET RAVEL BROWN SAND& I D I q WEAVER(SP) w I 72ST�OR SINGLE FAMILY ISIDENCETEST HOLE DBEDROOM N.T.s. . =2,525 SF I a a DECK 2nd FL= 1,875 SF GROSS AREA = 4,400 SF F.F = 10.7 I I� C-65.5' C-25' to D-71.5' D-38.5' I/A PANEL I LOT 42B MAP OF A c/o B I p 3 HARBOR LIGHTS ESTATES, SEC. 2 C-65.5' C-25' DECK I EBEV. SOIL I W SITUATE I D-73.542' D-42' I 3 (2) 42' INFILTRATOR (EL. 6.9) I BORING I SOUTHOLD SEPTIC TANK TOWN OF SOUTHOLD (EL. 6.7) j ---- IM 1530 SUFFOLK COUNTY, NEW YORK of o O I A-34' I W 3 FILED: DULY 26, 1966 'v LELE�. L8-22.5 ELEV. to57 MAP No: 4681 10 Z o o ELEV. SCTM#. 1000-71-2-20 o'MIN. A-33' VENT 5.20 TO WATER B-32' �� N 25'54'50" E —— —— — —— STAAR 0.75 195.00' 3 WATER TREATMENT UNIT SERVICE (PRESSURIZED W W W W W W W W W W W ��pF NEWY WINDJAMMER DRIVE WATER MAIN Fq °�� AS-QUILT ALL PROPERTIES WITHIN 150' t SERVED BY PUBLIC WATER R—2 O— 1 9 8 3 ��FO �O 056999 ��2 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES PR�FESSIONl�' APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date 6¢612022 — H.S.Ref No R-204983 DANIEL R. FALASCO, P.E., P.C. The sewage dsposal and crater supply lac hies at Ibis location have beer: mspected and/or cert&ed by leis Department or other agencies and tourd CONSULTING ENGINEER to be salafactory FOR A MAXIMUM OF 6 BEDROOMS 94 STEUBEN BLVD.. NESCONSET, NY 11767 (516) 317-7209 C tG. bPE..CHIEFOBI_of Waslewatei Management DATE SCALE DRAWING NO. SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 07-07-22 1"=20' S.C.T.M. NO. DISTRICT: 1000 SECTION:71 BLOCK:2 LOT(S):20 ® E E E A U G 2 0 2025 Building Department ;carrn' Town of Southold U.P. —.._.._.._..—.. .._.._.._.._.._aosmnT�r.e ._.._.._.. i ..v. .vn u.._.._..— HARBOR LIGHTS DRIVE I eat IPMN i (l 77 S64"0510" 100.00, va i Y01 ¢°'2 D.SZ l l lit l :n a LOT 42B I EL�D 1111 l LOT 42 U T l l l C �EL W ' BLUE STONE O I H Ui DRIVEWAY /y Inu a El a sa I W 5I �1 R 7 I s�avrM�nm � Tx .e � O I me F .iu!ia�.'Ofiti x CO IL O o p• +I ! U w EL T.a x I it cxw,x Inca EL a I _ 5' RIG T OF WAY I N64e05'10"W 100.00' j U.P..0 THE WATER SUPPLY, *vlsS DRYUEILS AND CESSPOOL SET STAKES 08-22-23 LOCATIONS SOWN ARE FROV FIELD OBSERVATIONS AND OR DATA OBTAINED FROV OTHERS AREA:19,500 SQ.FT. or 0.45 ACRES ELEVATION DATUM: NAVD88 UNAUTHORIZED ALTERATION OR ADDITION TV THIS SURVEY IS A NOLATION OF SECTION 7209 OF THE NEW YORK STATE EDUCATION LAW COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VAUD TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLyTOH� SO FFOag AND To RN�THE R YE LENOINGED AND INSTITUTION HIS BEHALF To THE 717LE COWFANY ARE NOT TRANSFERABLE GOVERNMENTAL AGENCY AND LENDING INSR7URO4 LISTHE OFFSETS OR DIMENSONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FOR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT 1N7ENDED TD MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCE$ ADD1770VAL STRUCTURES OR AND DINER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7AUMRES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE TIME OF SURVEY SURVEY OR LOT 42B CERTIFIED TO: AFJG LLC; MAP OF: HARBOR LIGHTS ESTATES SEC. 2 FILED: JULY 26, 1966 No.4681 SITUATED AT:SOUTHOLD Tom OF:SOUTHOLD KENNETH M AOYCHUK LAND SURVEYING. PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11031 PHONE(631)Z8a-156a FAX(631)298-1588 FILE d 220-14 SCALE: 1"=30' DAM FEB 1, 2020 N.Y.S. LISC NO. 050BB2 m,TnLwn/H,. s—1.H a Z.—M IL foot S.C.T.M. NO. DISTRICT: 1000 SECTION: 71 BLOCK: 2 LOT(S):20 CANALr r DWELLINGS W/PUBLIC WATER U.P. DGS'RNG WATER MAIN _ _ _ W.V. HARBOR LIGHTS DRIVE WV WEL4.3 EDGE OF PAVEMENT I l S64005 10"E 100.00' 11 i i i NON• EL 6.2 e' EL 5.2 I (hall co GONGl l l�l l 260'* � I EL 4.0 VAULT lil�(l �LT � LOT 42B cs l 1 l�l l LOT 42 El 36•t— I l l' EL 6.8 1 O p 1 1\ I � SIT° WAY I ^�9 I EL q. m 18.6• w BALCONY DWELLINGS 11.5 14•6•. 34.9• I W/PUBLIC WATER EL 8.3 21.0• B3 I VACANT ­f 150' 100'-*-- 2 MR.. GARA.0 FRAME NG m 19.0, FFL 10.7 wl 1 .9•E 31 WOOD a DECK . EL 8.9 .N STOOP WALK OUT o 17.5' CELLAR UMBER SEEPS WOOD DECK V FANG WALL EL 7.8 ON GRADE % W 4.4E I H p ZI wx W Fr Ld - INGROUND x I � POOL . Q=x (;� dl O o1 CQ O r W 18.9 V (3I x WI EL 7.6^ EL 5.3 I STK 3.5E 4 CWVNI.OM FENCE Q3N PIPE 5' RIGHT OF WAY I N64005'10"W 100.00' DWELLINGS W/PUBLIC WATER 150' U.P.0 THE WATER SUPPLY, WELD DRYWELLS AND CESSPOOL LOCATIONS SHOWN ARE FROM FIELD OBSERVA17ONS AND OR DATA OBTAINED FROM OTHERS AREA: 19,500 SQ.FT. or 0.45 ACRES ELEVA77ON DATUM: _NAVD88 -- _-- UNAUTHORIZED ALTERA77ON OR ADDIT70N TO THIS SURVEY IS A VIOLA77ON OF SECTION 7209 OF THE NEW PORK'STATE EDUCA71ON LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY. GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR V/HOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE 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 THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE EREC77ON OF FENCES, ADD177ONAL STRUCTURES OR AND OTHER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE STRUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 71ME OF SURVEY SURVEY OF: LOT 428 CERTIFIED 'TO: AFJG LLC; MAP OF: HARBOR LIGHTS ESTATES SEC. 2 FILED: JULY 26, 1966 No.4681 SITUATED AT:SOUTHOLD TOWN OF:SOUTHOLD KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK Professional Land Surveying and Design P.O. Box 153 Aquebogue, New York 11931 220-14 SCALE: 1 =30' DATE: FEB 1, 2020 PHONE (631)298-1588 FAX (631) 298-1588 N.Y.S. LISC. NO. 050882 mointeining the mcords of Robert J. Hennessy&Kenneth N.Noychuk 1ZGenerated by REScheck Web Software Compliance Certificate Project 350 Harbor Lights Dr Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Harbor Lights Dr Southold,Ny Compliance: Passes ustng,UA trade-off Compliance: 0.3%Better Than Code Maximum UA: 307 Your UA: 306 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Prop.Assembly Gross Area Cavity Cont. Req. Prop. Perimeter Ceiling:Flat Ceiling or Scissor Truss 2,057 49.0 0.0 0.026 0.026 53 53 Wall:Wood Frame,16"o.c. 1,919 15.0 5.0 0.053 0.060 83 94 Door:Glass Door(over 50%glazing)SHGC:0.40 61 0.350 0.320 21 20 Window:Wood Frame SHGC:0.40 294 0.350 0.320 103 94 Wall 2:Wood Frame,16"o.c. 648 19.0 0.0 0.060 0.060 39 39 Floor:All-Wood joist/Truss 143 19.0 0.0 0.047 0.047 7 7 Compliance Statement: The proposed building design described here is consistent with the 1 din p s,specifications,and other calculations submitted with the permit application.The proposed b ' ng has been signed to a th 2018 IECC requirements in RES/chheeckk Version:R check-Web and to comply with the manorequire listed in e R check lnspecdon,Checklist. Name-Title Signatur Date Project Title: 350 Harbor Lights Dr Report date: 07/31/21 Data filename: Page 1 of 1 Generated by REScheck-Web Software Compliance Certificate Project 350 Harbor Lights Dr Energy Code: 2018 IECC Location: Southold, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 350 Harbor Lights Dr Southold,Ny complian. • • Compliance: 0.3%Better Than Code Maximum UA: 307 Your UA: 306 Maximum SHGC: 0.40 Your SHGC: 0.40 The%Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Ceiling:Flat Ceiling or Scissor Truss 2,057 49.0 0.0 0.026 0.026 53 53 Wall:Wood Frame,16"o.c. 1,919 15.0 5.0 0.053 0.060 83 94 Door:Glass Door(over 50%glazing) 61 0.350 0.320 21 20 SHGC:0.40 Window:Wood Frame SHGC:0.40 294 0.350 0.320 103 94 Wall 2:Wood Frame,16"o.c. 648 19.0 0.0 0.060 0.060 39 39 Floor:All-Wood Jolst/Truss 143 19.0 0.0 0.047 0.047 7 7 Compliance Statement. The proposed building design described here is consistent with the I din �th�018 specifications,and other calculations submitted with the permit application.The proposed b ' ng has been signed to a IECC requirements in REScchheck Version:che1ckk jWjeb and to comply with the mancl ory require lis d in e R he k Inspection,Checklist. Name-Title I Signatur Date Project Title: 350 Harbor Lights Dr Report date: 07/31/21 Data filename: Page 1 of 1 uCUPANCY OR USE IS UNLAWFUL WITHOUT CERTIFICATE D AS NOTED Y( APPROVE OF OCCUPANCY o DATE: FEE: BY: AT NOTIFY BUILDING TOD4 PM t OR THE COMPLY WITH ALL CODES OF .FO LOW NEW YORK STATE & TOWN CODES FOLLOWING INSPECTIONS: 1. FOUNDATION - TWO REQUIRED AS REQUIRED AND CONDITIONS OF . FOR POURED CONCRETE S 2. ROUGH - FRAMING & PLUMBING SOU T HOLD TOWN ZBA 3. INSULATION UcTIO MUST SOUTHOLC TOWN PLANNING BOAR[, 4. FIN COMPLE ONSTR BE E FOR C.O. SOUTHOLD TOWN TRUSTEES ALL CONSTRUCTION SHALL MEET THE N.Y.S.DEC F NEW REQUIREMENTS OF TH6CODES0 NOT RESPONSIBLE FOR YORK STATE DESIGN OR CONSTRUCTION ERRORS. RETAIN STORM WATER RUNU, PURSUANT TO CHAPTER 236 Fire separation OF THE TOWN CODE, required as per NyS Code PLUMBER CERTIFICATION ON LEAD CONTENT OF OCCUP�NC`. CERTIFICATERF SOLDER SY CRATER TRUSS PL ACARDING REQUIRED SUPPLYSTEM EXCEED 2/10 OF 1°' PLUMBING AU exterior lighting ALL PLUMBING WASTE installed,replaced or &WATER ES NEED TESTING BEFORORE COVER1N .- jj�pa o conform Chapter 172 Blower door to of the Town Code and ductwork testing required. Must provide Manuals D, J and S as per %T.VS Energy Code i FRAMING NOTES: STAIR NOTES GENERAL NOTES: ' A(JG - 2021 t WIDTH. Stairways shall not be less than 36' In clear width at all points above the - These plans may not be used for construction unless they bear the All lumber to be structural grade D❑UG-FIR #2 or better. All lumber must permitted handrail height and below the required headroom height. Handrails shall original seal and signature of the Architect as well as the original seal HARBOR LIGHTS D R be code marked. not project more than 4.5' on either side of the stairway and the minimum clear of approval from any building department having jurisdiction over this - All foundation sill plates shall be (2)2x6 ACID installed over copper width of the stairway at and below the handrail height, including treads and proposed project, termite shield and sill plate Insulation. Secure plates to landings, shall not be less than 31.5' where a handrail Is Installed on one side and - All construction shall conform to the NYS building code, local jurisdiction foundation with bolts provided (see foundation notes), 27' where handrails are provided on both sides. codes, and all other applicable codes & ordinances. 1°0 TREADS & RISERS. The maximum riser height shall be 8 1/4' and the minimum tread - All work shalt be o performed b licensed & Insured contractors &sub- - All exterior lumber or lumber in contact with earth shall be ACID. 9 P Y depth shall be 9'. The riser height shall be measured vertically between leading contractors. All workman shall be covered by general liability & workman's IN - Double framing members @ all openings, under parallel partitions and tubs, edges of the adjacent treads. The tread depth shall be measured horizontally compensation Insurance as specified by state and local law. 20 IG SITE PLAN - Provide all solid blocking, DOUBLE FLR JOISTS, ETC, as required to transfer between the vertical planes of the foremost projection of adjacent treads and at PROPANE INTENDED FOR all point loads and jack studs continuously to foundation below. aright angel to the tread's leading edge. The walking surface of treads and - ALL MEP SHOWN HEREIN IS SCHMETIC ONLY. ACTUAL ENGINEERING & STRUCTURES CODE COMPLIANCE FOR MEP, DRAINAGE, AND FIRE PROTECTION SYSTEMS SHALL ONLY....FOR OTHER - Provide min. (2)2x8 hdr @ all openings U.❑.N. Minimum post shall be landings of a stairway shall be sloped no steeper than one unit vertical in 48 units N IMPROVEMENTS p BE BY OTHERS. (1)2x4 king stud with (1)2x4 jack stud, min 1-1/2' bearing U.O.N. horizontal (2-percent slope). The greatest riser height within any flight of stairs to (PAVING, FENCING, shall not exceed the smallest by more than 3/8'. The greatest tread dept within - All plumbing, electrical, and mechanical Installation shall be performed ETC.) SEE SURVEY - Provide 3 three studs min. @ all corners, any flight of stairs shall not exceed the smallest by more than 3/8' by licensed contractors in accordance with applicable codes and ATTACHED. - Provide solid bridging @ 4'oc @ all bearing walls. - HANDRAILS. Handrails shall be provided on at least one side of each stairway with governing regulations. NEW 2ND - Provide solid bridging @ max 6'oc @ all framed floor systems. two or more risers, Handrail height, measured above stair tread nosings, shall be FLR DECK 7 - Standard spacing of all framing members shall be 16'oc (U.O,N.) plus additional not less than 34' and not more than 38 . All required handrails shalt be continuous THE CONTRACTOR SHALL VERIFY BEFORE NEW CONSTRUCTION' THAT ANY N 18.s where needed. All wall framing shalt be 2x4 U.❑,N.. Align all joists & rafters the full length of the stairs from a point directly above the lowest riser of the EXIST C❑NSTRUCTI❑N TO BE MAINTAINED IS STRUCTURALLY 'SOUND AND 11.5 " � �' 14 34.9 IN CONFORMANCE WITH THESE PLANS. 21 � with studs. flight. Ends shall be returned or shall terminate In newel posts or safety terminals. I ( p - Provide all gyp. loci, nailers as required. Handrails adjacent to a wall shall have a space of not less than 1 1/2' between - The installation of all equipment and material shall be done in a professional �, the wall and the handrail, workmanlike manner and In accordance with manufacturers specifications 8 2 STORY M i f - Do not notch beams or joists, and recommendations. All equipment and material must be new. DWELLING LLJ - The contractor shall coordinate with all other trades to provide blocking, - HEADROOM, The minimum headroom in all parts of the stairway shall not be less � than 6 feet, 8' measured vertically from the sloped lane adjoining the tread - The Contractor or Owner shall obtain all required permits & Inspections from NEW ELECT t9 � Y P P J g GENERATOR M framing, openings, etc, as required, agencies having jurisdiction thereof. 0 iE nosing or from the floor surface of the landing or platform. g g j ON 4" Pc 2.1 - All wall top plates to be doubled & lapped @ intersections. - All existing conditions are shown rough, actual field conditions may vary. All SLAB EXIST N - ILLUMINATION, PR❑VIDE ARTIFICIAL LIGHTING FOR ALL SECTIONS OF ANY INTERIOR g 9 Y Y N - ALL TOP PLATE SPLICING SHALL BE MIN 5' AND MIN (12)IOD COMMON NAILS EA STAIRWAY. THE CONTROL FOR INTERIOR LIGHTING SHALL BE ACCESSIBLE AT THE TOP AND dimensions and size designations given are subject to on site adjustment to DECK N N POR fit job conditions. _ _ N PORCH All structural steel shall be ASTM-A36. BOTTOM OF EACH STAIRWAY, - BEFORE THE START OF C❑NSTRUCTION THE CONTRACTOR SHALL VERIFY I °0 t2 15 -, 12 5 7 I - Bolt flitch beams with 34' ASTM-A325 bolts, nuts & washers staggered THE ACCURACY AND CLEARITY OF THE PLANS AND NOTIFY THE ARCHITECT @ 16'oc and min. 2 each end, OF ANY DISCREPANCY OR QUESTION OR OF ANY REASON THAT THE WORK EXTENDED - Unless otherwise noted on the plans all ceiling joists shown shall be assumed CAN NOT BE INSTALLED AS PLANNED. DECK & EXIST WOOD DECK ON structural for roof' framing. Lap and securely fasten all ceiling joists to each GUARD NOTES - Before construction begins the Contractor shall locate and identify all STEPS GRADE NOT SHOWN other and to roof rafters. existing surface, subsurface, and overhead Installations that may be - All ridges, hip rafters, & valley rafters shall be sized to fully support affected by the new work. The Contractor shall alter such conditions GUARDS REQUIRED. Porches, balconies or raised floor surfaces located more than as required b the new work. All such alterations shall be done In the face cut of all attached rafters q Y EXIST 30' above the floor or grade below shall have guards not less than 36' In height. accordance with all regulations and standard practice AND APPROVAL 20X40 - All exterior fasteners shall be galvanized Including sheathing nails, Open sides of stairs with a total rise of more than 30' above the floor or grade FROM ALL AUTHORITIES I IG - U.O.N. Provide 2X6 collar ties @ 48'oc in upper 1/3 of all attic spaces below shalt have guards not less than 34' in height measured vertically from the POOL attached as per the nailing schedule, nosing of the treads, - NO EXCAVATI❑NS WITHOUT APPROVALS FROM ALL REQ AUTHORITIES - All plywood sheathing shall be 1/2' fir except where adjoining existing 3/4' _ GUARD OPENING LIMITATIONS. Required guards on open sides of stairways, raised - Before construction begins the Contractor shall verify existing soil sheathing. Where adjoining any 3/4' sheathing provide 3/4' to match or replace floor areas, balconies and porches shall have Intermediate rails or closures that bearing capacity at min, 2000LBS/SF, existing 3/4' sheathing with 1/2'. do not allow passage of a sphere 4' or more In diameter, - These drawings do not include components necessary for construction - INSTALL ALL SHEATHING INCL GYP BD PERPENDICULAR TO FRAMING AND safety, The Contractor shalt be responsible for the construction methods, 100 STAGGERED @ 4'OC procedures, and conditions for safety Including applicable OSHA - Double FJ under all posts or pointloads. requirements, - The contractor shall V.I.F. that all existing framing is in accordance with these - Follow written dimensions, Do not scale drawing. ` RMM DR MVIDACTLWL D - Provide line voltage batter back-up Intertinked smoke detectors and SITE PLA N plans and upgrade any existing framing as required to be In accordance with ZONING DATA ° v�ovmED ►� g y p these plans. LOT AREA (SF) NA 19,500 carbon monoxide detectors In accordance with all applicable regulations. - PROVIDE SOLID BRIDGING @ 4'OC FOR MIN 2 BAYS AT ALL FLOOR FY (LF) 59.2 The latest version of governing regulations shall take precedence over SCALE: 1"=20' what is shown In the plans UON. NOTE: JOISTS PARALLEL TO END WALLS JURISDICTION: SOUTHOLD 2ND FY LF 34.9 - Alt work shall be performed during normal SY LF 11.5 b KENNETH M WOYCHUY, working hours and days and Site data taken from survey - PR❑VIDE MTL TECO`S @ALL FLUSH FRAMED C❑NNECTIONS Property Zone: RO RY (LF) 74 shall be In compliance with local regulations governing same. survey dated: 2/1/2o N - PROVIDE CONTINUOUS L❑ADPATH FOR UPLIFT FROM RIDGE Principal Use: RES - The Contractor shall provide legal disposal of all demolition and P RIDGE HT (LF) 35 30.4 PROPOSED 2 TO FOUNDATION, WHERE ANY CONNECTION DETAIL IS UNCLEAR OR construction debris. The job site shall be kept broom swept and free M STORY ADDITIONS MISSING CONTACT THE: ARCHITECT LOT COVERAGE (7.) 20 20.77 from accumulated debris, - FUR OUT PLUMBING PARTITIONS 2' AS REQUIRED PROPERTY LINE THE ARCHITECT IS NOT RETAINED FOR THE SUPERVISION OF THE WORK. AREAS (SF)i - ALL EXISTING CONSTRUCTION TO BE MAINTAINED SHALL BE REMEDIED BLDG WITH ADDS 2523.9 AS REQUIRED TO BE IN ACCORDANCE WITH THESE PLANS. PORCH 2O9.3 1ST FLR DECK 360 2ND FLR DECK 157.5 POOL 800 TOTAL 4050.7 FOUNDATION NOTES: NAILING SCHEDULE: - All concrete construction shall COMPLY WITH THE APPLICABLE STANDARDS LISTED CLIMATIC/GEOGRAPHIC DESIGN CRITERIA IN CHAPTERS 19 & 20 OF ACI 318 OR ACI 332 2020 RESIDENTIAL CODE OF NYS DESCRIPTION ❑F BUILDING ELEMENTS OFMCOMM❑NDNAILS FASTENERS- All poured In place concrete shall be air entrained and assume a minimum GarySpinello � Architectultimate com ressive stren th of 3500 si @ 28 da s for ext stabs & WIND DESIGN SUBJECT TO p g p y GROUND SEISMIC DAMAGE FROM WINTER steps, 2500 si for int stabs, and 3000 sl for foundations, RR/CJ TO PLATE - TOE NAIL 3-8D PER MEMBER SNOW DESIGN DESIGN SHIELD FLOOD AIR MEAN p p P SPECIAL WIND LOAD WIND TOPO CAT FROST TEMP UNDER- HAZARD FREEZING ANNUAL 523 POST AVE.WESTBURY NY 11590 CJ TO PARALLEL RR (TOE NAILED) 11-16D PER C❑NNECTI❑N (PSF) SPEED EFFECTS WIND BORNE- WEATHERING LINE TERMITE (DEGREES F) LAYMENT INDEX TEMP - Block to be ASTM-C90, f'm=1500psi Mortar t0 be ASTM 270, structural, M REGION DEBRIS DEPTH 516-319-3115 ZONE GMSpinello@gmail.com - All conc blk shall rest On min 8' high continuous PC ftg. < CJ LAPS OVER PARTITIONS - FACE NAILED 11-16D PER C❑NNECTION - Reinforce all conc blk Walls with (1)#3 deformed rebar continuous from ftg to CT TO RR - FACE NAILED 5-16D PER CONNECTION 25 130 NO NO YES B SEVERE 36' TODERATE HEAVY 15 YES NO 599 51 F top of Wall @ 2'Oc. Solid fill space around rods With mortar or concrete grout BLOCKING TO RR - TOE NAILED 2-8D EACH END - Provide 'Durowall' mtl horizontal reinforcing @ every 3 courses of block above grade. RIM BOARD TO RR - END NAILED 2-16D EACH END Fill all concrete block solid for min 32' width under all point loads, JACK RAFTERS TO HIPS & VALLEYS - TOE NAILED 5-16D PER CONNECTION - Parge all exposed block work for a finished took. TOP PLATE TO TOP PLATE - FACE NAILED 2-16D PER FOOT DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS - Concrete & mortar shall not be installed when the ambient temperature Is less 4-16D JOINTS-EA SIDE TOP PLATES AT INTERSECTIONS - FACE NAILED AF&PA WOOD FRAME CONSTRUCTION MANUAL (WFCM), 2015IRC, 2017 NYS UNIFORM CODE SUPPLEMENT. than 40 degrees. Nor shalt they be installed during Wet weather or under any conditions which may adversely affect the control of concrete curing. ¢ STUD TO STUD - FACED NAILED 2-16D 24•❑c THESE DRAWINGS ARE INSTRUMENTS OF PROJECT All footings shall rest on level undisturbed soil Min. 3'-0' below grade, � HEADER TO HEADER - FACE NAILED 16D 16'OC ALONG EDGES SERVICE AND AS SUCH ARE THE SOLE PROPERTY ADDITIONS & Provide 2x4 key-way In all footings. � OF THE ARCHITECT. INFRINGEMENTS OR ¢ STUD TO PLATES - END NAILED 2-16D PER CONNECTION ALTERATIONS BY OTHERS ARE PROHIBITED. ALTERATIONS T❑ - Top of all foundations shalt be min 8' above grade. s - The contractor shalt verify a minimum 1 ton/SF soil bearing capacity before work BOTTOM PLATE TO JOISTS - FACE NAILED 2-16D PER FOOT CODE REQUIREMENTS MAY BE HAND WRTTEN DWELLING begins, DRAWING LEGEND ONTO THE PLANS BY REGULATORY AGENCIES. - The contractor shall coordinate With all other trades providing any necessary _. Z JOIST TO SILL/PLATE/GIRDER - TOE NAIL 4-8D PER JOIST sleeves as required, i BRIDGING TO JOIST - TOE NAIL 2-8D EA END POST IN WALL. UON - Damp-proof all foundation walls below grade with bituminous plastic cement before ( ) TAX SBL1 71 2 20 back filtin Finish rode to provide positive drainage away from foundation. L_ BLOCKING TO JOIST - TOE NAIL 2-8D EA END MIN 3 2x4 VIF = VERIFY IN FIELD 9 9 P P 9 Y ty MIN 3" BEARING REVISIONS: - Pin new foundation Watts to existing with 8' #5 rebar @16'oc vertically, Grout solid o BLOCKING TO SILL OR TOP PLATE - TOE NAIL 3-16D EA BLOCK FB INSUL ZDNE� - Provide 34' organic expansion joints where slabs meet foundations Or LEDGER BOARD TO BEAM - FACE NAILED 3-16D EA JOIST 3040 DH RIGID INSUL DATE REVISION other construction. Provide control joints @ every 100 sf. Minimum, � —- C DRS/WINDOWS - Provide (2) #5 rebar at all ftg's & haunches, Place rebar 2,5' up from --" J❑IST ON LEDGER TO BEAM - TOE NAILED 3-8D EA JOIST =3'-O'X4'-O" FEET DESIGNATION GVEN IN SITE, 7/31/21 DOB LTR DATED 7/30/21 bottom and In from sides BAND JOIST TO J❑IST - END NAILED 3-16D EA J❑IST FIRST. 350 H A R B❑R LIGHTS DR - Provide mtl framing connectors between all conc piers and wood framing, SECTION UNE BAND JOIST TO SILL OR TOP PLATE - TOE NAILED 2-16D PER FOOT S❑U T H❑L D NY - PR❑VIDE ANCHOR BOLTS AS PER THE ANCHOR BOLT SCHEDULE, PR❑VIDE MIN EtEDA l 7' EMBEDMENT INTO CONCRETE AND 15' EMBEDMENT INT❑ CONIC BLK.. PR❑VIDE 1/2' CDX PLYWOOD 8D 6'OC @ EDGES - — — — — LINE OF OBJECT ABOVE ��"�� SPROhi/, 3' SQ WASHERS FOR ANCHOR BOLTS, PROVIDE BOLTS WITHIN 12' OF ALL CORNERS. = 12'OC @ FIELDS - �J POINT LOAD FROM ABOVE yN1. DATES 7/14/21 o w 4'❑C @ GABLE RAKE � _ o= OVREHANGS UNE OF OBJECT BEHIND OR IN FOREGROUND I SCALE, 1/4' = 1'-0' U❑N, DETAILS NTS 1/2' CDX PLYWOOD 8D 6'EDGE/12'FIELD Go oo DOOR IN WALL a _J - - - - - - `o DESIGNATI❑N GIVEN IN w UNE OF OBJECT REMOVED M X FEET & INCHES, WIDTH EXTERIOR DOOR LIGHTING __ __ 3 rn Z ABOVE HDR,GIRDER I FIRST, �T ®2647® �TF®F NE�N�® PROJECT M 35021 AT ALL NEW EXTERIOR DOORS PROVIDE AN EXTERI❑R LIGHT CONTROLLED BY of� 3/4' T&G PLYWOOD 8D 6'EDGE/12'FIELD AN INTERI❑R SWITCH LOCATED ADJACENT TO THE DOOR o W O O SMOKE DETECTOR/ALARM v=, — — JOISTS ABOVE CM CARBON MONOXIDE DETECTOR/ALARM LIGHT H T PROPOSED WALL TTr�-r TO MAINTAINED ALL 0 0 1 I 0 0 REQUIRED INTERIOR G I .I PROVIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATION ANCHOR BOLT SCHEDULE OF 6 FOOTCANDLES OVER THE AREA OF EVERY ROOM AT A HEIGHT OF 30' AFF USE 5/8' BOLTS @ 45'OC FOR NEW AND EXIST. DOB NUMBERS 1 [IF 6 RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. HOLD DOWN. SEE DETAIL I i REVISIONS: FINISH SCHEDULE DATE REVISION WALLS GYP BD, SEE NOTES/SCHEDULES NA NA CEILINGS GYP BD, SEE NOTES/SCHEDULES FLOORS CARPET, CERAMIC TILE, FLOATING INTERL❑C FLOORS @ KITS/BATHS CERAMIC TILE. SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE. SEE CERAMIC TILE NOTES ALL BDRM CASEMENT (CA) WINDOWS SHALL BE EGRESS WINDOWS FIRE CODE: Openings designated as egress shall have a thin opening area of 5,7sf - Provide 5/8' 'type X' fire resistant gyp.bd, 3/4 hour assembly (5 sf for grade fir openings), a min opening width of 20', a min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 241, and a max sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44', These openings shall be operational from the Inside of the attached garages/heating plants and other interior spaces UON ALL GYP BD TO BE 1/2', AT BOILER RM & GARAGE PROVIDE 5/8' TYPE X FIRE RATED room without the use of keys or tools, MANUFACTURER BY OTHERS, GYP BD, INSTALL ALL GYP BD PERPENDICULAR TO FRAMING, STAGGER ALL BUTT JOINTS @ PROVIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS - COMBUSTION AIR FROM OUTDOORS, PROVIDE COMB AIR FOR ALL COMB 4'OC, FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7'oc EDGE/10'oc FIELD, HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND CLG. EA SHALL PR❑VIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL WINDOWS/DOORS EQUIP BTU/HR - COMBUSTION AIR FROM INDOORS, AVAILABLE AIR VOLUME MUST BE GREATER CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP, AT WALLS INSTALL CERAMIC TILE OVER 1/2' CEMENT BOARD FASTENED AS PER - TOP OF WINDOW RO'S 80' AFF LION - Provide thermal insulation @ bolter/furnace room as per energy notes, MANUFACTURES RECOMMENDATI❑NS, AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - FENESTRATION LOCATIONS TO MATCH PLANS & ELEVATIONS, NOTIFY THE - PROVIDE ALL PLATES AND BRIDGING AS SHOWN ON THE CROSS SECTION REINFORCED DRYPACK OR 4' PC SLAB, ARCHITECT OF ANY DISCREPANCY PRIOR TO FRAMING, FOR FIRE BLOCKING - LINE ALL EXTERI❑R DOOR & WIND❑W OPENINGS WITH SELF ADHESIVE - DO NOT USE EXPOSED FOAM INSULATI❑N ON THE INTERIOR OF DWELLING BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATION. LAP WITH FELT AS REQ - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP.BD, CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE, - ALL FB INSULATI❑N SHALL HAVE AFLAME-SPREAD INDEX NOT TO EXCEED ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING, STAGGER ALL BUTT 25 AND A SM❑KE-DEVELOPED INDEX NOT TO EXCEED 450 JOINTS AND LAYERS @ 4'OC, FASTEN TO FRAMING WITH 1-5/8' GALV SCREWS @ 7'oc EDGE/10'oc FIELD, 21' 32'-1" 19' 32'-1" 10' 9'-6" (2)2848'CA 2436 CA e J (2)2848 CA (2)2848 CA LINE OF DECK ABOVE ____ (2)2X10 HDR 6 17— I 6X18 PSL DROP GIRDER _ F I I I (2)2x10 HDR (2)2x10 HDR I — 17'-2 ` 0 8'-6 " RAILINGS: PROVIDE 2X8 FLUSH LEDGER in FOLLOW STAIR dt 14'-1" 6' 10'-8" II BOARD FASTENED TO WALL NEW 2X10 FJ NEW II 10 SO POLY CLASSIC FRAMIMG WITH (1)5/8" DIA I ® NEW CANTELEVER (2)2X10 FJ GUARD NOTES I I I i I I 47 COLUMN BY TUZX CRAFT I d LAG BOLTS STAGGERED ® 16" I a N II I I `j OR EQUIV ON 2X2 d o ®16" O.C. . . 016" O.C. a I , I I m I MASONRY BASE WITH ".. PROVIDE FLASHING IWEEN NEW LEDGER AND ODSISTER TO EXIST O NEW DECKSTONE COPING. TYP EXIsBOX BM. TECO DECK I N . °' 5/4` ACQ DECKING BDRM 5 OF 2. SEE COLUMN N ^ N b,CONNECTION DETAIL 11.. JOISTS TO LEDGER I .. N N 8' R BATH.. I BDRM 1 BATH I I I cal THESE DRAWINGS ARE INSTRUMENTS OF 8' CLG. 8' CLG. SHOWER I I ( 206 sD e'ac. I I I SERVICE AND AS SUCH ARE THE SOLE PROPERTY EXIST 15' OH DR 149% AIR ®215 SF 6 SL 10.9X AIR iv . I OF THE ARCHITECT. INFRINGEMENTS OR POST4 (2)16"LVL HDR I 2ss6 I VI (2)2X10 H R Ro 1 \ I I 2x10 cJ_ `� 0 BDRM �i a, CLG. / I I ALTERATIONS BY OTHERS ARE PROHIBITED. TYp EXISTING 0 FJ t3'-3" ", 5'-2" \� m16" O.C. 219 SF O zl / I I CODE REQUIREMENTS MAY BE HAND WRTTEN 20-8 " I 2X1— L_ CL CL 20.5X AIR I I ONTO THE PLANS BY REGULATORY AGENCIES. 016" O.C. — — — II to I 14' I, N _2X10 CJ_ I II 016" O.C. v II I I 2sss � I 't II WASH "Ew N BDRM 6 , DO DRYER. ; BDRM 2 o e' CLG. to C4 N I I GAS L------------------J sD C N � m 232 SF O I N � II PROVIDE 2X12 FLUSH TONEXT 00 2 8' CLG. ® aa..< 18.11G AIR I(f2668 I I $ d I I LEDGER BOARD SF EXISTING GARAGE FASTENED TO WALL 8' CLG. N ?0�2X AIR g I I = r PILL X TO REMAIN FRAMING WITH $ N �I ci I I cM se 1� STTMR 2sss N I I (1)5/8` DIA LAG EXIST . V O I SEE I I NEW BOLTS STAGGERED O MUDRM a< ''� o - I 2X10 CJ— 1O ENERGY V I I SEE FIRE 16" OC. TECO FLR 6'-9 2)2X10 FJ I cD _ I I 2X12 FJ_ 3'-9" ( ; x m I I eMy CODE NOTES JOISTS TO LEDGER N < o CV O N I N ®16" O.C. L_j DO 012" O.C. 016` O.C. ao = I N CAB CL FF TO ALIGN W/EXIST CL SISTER TO EXIST `� o 04 I I N N N e�TM. GarySpinello - Architect VIF SILL IN SOUND CONDITION. REMOVE TOP PLATE ANS SISTER EXIST i 2668 I CL N _ I I sUB ZERO 7'-6 " 6' 5- \ I( 523 POST AVE.WESTBURY NY 11590 NEW STUDS TO NEW HEIGHT AS 5 I( REQ FOR NEW FF TO MATCH EXIST. =J PROVIDE NEW TOP PLATES AS PER _ I \ 516-319-3115 _2x;G CJ_ LOFT I GMSpinello@gmail.com II THE FRAMING NOTES. CL O S OWER ®16" O.C.16'-e " — _ , CL B'CIA. I I ... __ I 11 NEW LAV O (5)2X ( / O I II 11 BATHORM ______________________ �' 4 4- 8' CLG. CL POST 1 2 II EAVE / I BDRM 3 ::1 I I 11 GAS , I GAMBREL / a U $ WALL POST ` _ I 247 SF SD 0 II OVEN POST I I L--_—_— / ------ ---------------- NEW GAS N (0 (2)2X12 WITH 5/8` o '� I �O L-——— ———————— 9.1% AIR o M 3 JENN-AIR I N STL PL FLUSH I = WALL BELOW ( , < I OQ I I GIRDER c I --J m z 1 _ ------ KIT _ (2)2X10 FJ 3oss 1 2x1 O CJ_ FOYER I I I SITEI I � 8 cLc sisT�ER o D.C. I X�W FOYER N I m16" D.C. BELOW j = 3 FTI N 1 NJ o 2 STORY CLG 1R v I ^ elf II 3 5 0i �.-N� N HARBOR LIGHTS DR —J 11 o I 14'-3 3RI I SEE 5' 14'-1 I v W SDUTHOLD NY II 1 STAIR GUARD ANCHOR BOLTS N REM BATH NEW UP N FIXTURES SINKHAN 1+12R i NOTES. VIF OR PROVIDE THAT ANCHOR BOLTSGARAG " REMOVE r, DNIST I THESE PLANS. RETROFIT WITH SIMPSON 14'-1 M & „�D 3' I I n LANDING NEW CLG/ROOF �� 12' 2668 I TITEN HD ANCHORS AS REO.. , ND T°IR —JJ II � c=--� c DN 1R — _ __ __ EXIST BREAK IN CLG TO REMAIN (4)2X4 POST4 �_T ---JL-------- �J u -- POST 3' I� EXIST CONDITIONS \\ I I // 71 7/14/21 EXIST SEE STAIR do p N NEW I io VERIFY OR PROVIDE BEFORE CONSTRUCTION 11 GUARD NOTES. < THAT ALL EDEST CONSTRUCTION TO BE ——,I V—— DATE, WOOD , DOUBLE FRAMING MASONRY I� MAINTAINED IS IN SOUND STRUCTURAL CONDITION AND IN ACCORDANCE WITH DECK 0 FLOOROPENING. PORCH I '"ESE PLANS SCALD 1/4' = 1'-0' UON. DETAILS NTS I TO ?BUSS ABOVE. SEE SECT A-A j EXIST KITCHEN TO BE ==-r------------------ MASONRY 0 ¢ I REPLACED. REMOVE 1 �1 REMAIN La) PAVERS ON PC Iz HEADERS ALL EXIST CABS, LI 11 REM 2ND j FIXTURES, AND 11 FLR DECK j j SLAB. SEE I PROVIDE MIN(2)2x6 HDRS O ALLIt ao PROJECT #1 35021 APPLIANCES �� ii N SECT B-B. 1 10" SO POLY CLASSIC W'�OPENINGS LION oN THE PLANS. N 00 I FOLLOW FRAMING NOTES. I U N I II II COLUMN BY TURNCRAFT ��_ �� �' m EXIST 2 STORY N a MASONROR IV ON Y BASE WITHo ,� I n II 11 ,I .1 N I STONE COPING. TYP DOUBLE FLR JOISTS � LR/DR X :I N a EDA / gC14, I OF 4. SEE COLUMN UNDER ALL HDR OR 0) LR DR TO REMAIN �, ED R R BELOW N I� GIRDER POSTS LION 1 rr7 rT"1- .. CONNECTION DETAIL N \ SP T ---� I I I l l l i ii -r T-r-t ----------------- 2X6 RR/CJ m I U �� <<® O� ------------- I I 1 1 1 I I I I, I I 1 1 a ¢ 016" O.C. ————————— r------T I I I I RAIUNGS: ( U LINE OF FLR ABOVE: TO REMAIN ��___i� I FOLLOW STAIR k X I EXTEND ALL 00 � 11-----�I I I I GUARD NOTES TRUSS ABOVE. SEE SECT A—A _ a I PERIMETER POSTS N DD REMOVE I I I — — — — n N 1 STOOP I I I TO FOUND WALL EXTENDED (5)2x4 I I I00 OST NEW MASONRY "I 2ND FLR DEMO; I , , , DECK TYP FIREPLACE CENTERED. N — __ ,I REMOVE ALL ROOFS I I I I SEE DETAIL 1 —7l ) ®2547® Q� 11 INCLUDING GARAGE. REMOVE 1 I I I 5/4" ACQ DECKING I lc .q �® ALL 2ND FLR WALLS TO 2ND ----J_i�� j FLR DECK. REM GAR CLG (2)2X12 TOP PL O 8- AFF ____ -------(2)2X12 HDR --d --(2)2X12 HD — ------ oil I 2848 CA 2848 PW 2848 CA 2848 CA 2848 PW 2848 CA ————— J / 4T 0 HDR 28X10 PIN (2)2 1 I \ I ( ) (2)2848 PW Ij I 8'-4" NEW BILCO 8'_4" 1L________ STEP CONST: DR BELOW 2X12 NOTCHED STRINGERS (DOUBLE ® 32'-t" I� HIP) 024"OC WITH (2)2X6 TREADS jl AND OPEN RISERS. STRINGERS TO 6- BEAR ON FLUSH 6X6 GRADE BM. �j FOLLOW STAIR AND GUARD NOTES Ir 32'-1" Ir 7' 2ND FLR PLAN A 0 0 2 I 0 0 1 S T FLR PLAN (ALL WALLS ARE SCALE: 3/16"-1'-0* SCALE: 3/16"-1'-0" 1ST FLR DEMO PLAN SCALE: 1/8"-1'-0" I REVISIONS: 9 202.1 �•>,... ., : : ' I 21' 32'-l" DATE REVISI❑N .rp 14' 7/31/21 DOB LTR DATED 7/30/21 MINIMUM DESIGN LIVE LOADS (LBS/SF) I; IIW 2X2 PC PIER I I I I c ro NEW CS T-1111 X1LIN WITH WALL IN 11 I I UNDER NEW I I 2" PC SLAB ON 6 I L— 8 Ul 24" HEADRM— ST 2X8 RR — I I °D A OVE PORCH PIERSTYP of 2 I I MIL VAPOR LYETHYL E 1S� 25 FLR 0 I --------- FAN PIN @16" O.C. Ii I I COMPACTED FILL 18X24 ACCESS 2ND FLR ----------- 1 2X8 RR D.C. 1 J I TO NEW CS r� ----------- O'16" . I r J----------L- I I I FOUND NOTES II II I F 1 1 I I I cS 11 I I I I r VIF BEFORE I I N d I I I , �-J CONSTRUCTION I Ix ■ II Co 01 I I EXIST 8' PC FOUND I , II N ( Uo II ( I I , FT S ® CELLAR WALLS ON OX16 PC I I II I i t EXIST UNEXCAV I I o N b II CONSTRUCTION 8' r 'T ALLOWABLE DEFLECTION II x I I VIF BEFORE 2 2X10 RIDGE WITH VENT TYP I II M I I PC FOUND ON SX,6 PCAFTS 1 I EXISTING LJ -ia EXISTING I I STEP FTG 1:2 II II N I TO MIN 3' BELOW I I u J 2X10 FJ— I I (SEE MAX ■ GRADE I I UNFINISHED — I � STRUCTURAL HEMBER ALLOWABLE DEFLECTION II d II I I 0 i ®16" O.C. ELEVATIONS) au ROOFS L/lso II �\��. 11 I I I I CELLAR TO , I Lo CEILINGS L/240 II CID toxx 6 J� � � 11 I I J I REMAIN INT WALLS H/180 I I N I g +�p�0 I I F- J 7'-9" CLG. r�� o EXT WALLS H/120 I ,y-�`I I I I 2- L_�J o FLOORS L/360 L/240 1 ` �1e o it I I I M? 11 fti. CHANGE IN PITCH TYP is ( I I I �i I • NPROVIDE TRIMMER TRIPS I L-—————————————- I EXISTING N m REM —I_____ _ RAFTERS AND I �------ ( 2X10 FJ— ice WN TI (3)2X1O HDR ® I -_———————-- I 016" O.C. 1771 1 , EYEBROW 11 DORMER i i I I �-J ® EXIST STAIR PROVIDE I I 1 1 2 I I RAILING, LIGHTING, AND I I II 2X8 RR — I I B SD CM HDRM AS PER THE STAIR I B II 016" O.C. I ( I I de GUARD NOTES II _2X8 RR IT EXII I 11 016" O.C. F I I I I MF BEFORE o r-I r 1 1 UPST -I I I I 4" PC SLAB WITH a CONSTRUCTION f••. I t �.• J 6x6 iO,D WWM I ? I I I EXIST 8' PC FOUND z L-I-lj L I I J •• I I I WALLS ON 8X16 PC REINFORCING ON FTGS O CELLAR -i o L_____�aJ I COMPACTED FILL I o a I I 1 PITCH AWAY* I) a I I EXIST FJ— 00 I 1 1 I 1/81 I I ®ts" D.C. F!Z ,-r REMOVE EXIST I I NEW OIL BOILER AND I I UNEXCAV . .•.;.j•i... 1 ;•�� I I CHIMNEY ABOVE I I 1 I I 0 X: L- -J I 2X2 PC PIER M Y c 0 RELOCATE I I REM 1. 4" UNDER NEW I I I I o OIL BOILER PORCH PIERS ST o o I I I A FOUND PIN z AS SHOWN OIL I i N INST :.�i ABOVE TYP OF 4 �:.:;.. ■ e I TYP. SEE .. ra ;,� •L��` ;`;:.•'•+'�.^'t�; 11 X os X N os 1 I (3)2X8 HDR ON 8" I I FOUND NOTES I /8" TANK I I A .' '.k,.i.'. :ti�•: `•.^;i�.• •tl;,i�;:�.;'.�'.;;� T,•L••. ,.,• I N I V (fP I DIA PC PIERS PROVIDE 5 - ----':;.::�� ��:"::'.*,..eA;',% `A`.-;,;a.ypt4..'i.;•..';.n Y t:;.;•:•^,'••." .+'::,: ~�,:p.�..�, I1 1 II I - I X TYPE -X- EXIST 6068 SL . ABOVE DOOR TO REMAIN I I NEW 8" PC —— HEATIN PORCH WALL I ■ fit.. .,', `,' '{,, x,�.: ^�: ~•r' 11 I EQUIPMENT FOR I I o r 2X6 FJ I r-.——————— — A DISTANCE OF I I FOUND PIN N •yti: �:`; ' rA.•.;i:-:t. "•...,. .,. d —I I 3' OUT N ALL A 1-1/4" 20 GUAGE COIL STRAP ATTACHING I O0 I I • d f4 I TYP. SEE II I I ®ts" O.C. I NEW CELLAR J L DIRECTIONS I USE WITH 110D COMMON NAILS.A L HOLES STUD TO BOX BEAM. FASTEN WITH MIN 11 I 1 '� I (EXIST SLAB TO REMAIN s ; 108) 1 FOUND INTERIOR OR EXTERIOR. (5)10D COMMON NAILS IN STUD AND 5 IN IL------ I NOTES 4" BM. FASTEN BOX TO SILL WITH SIMPSON -----__--- -- -----� L_ — +~� L-----------RETR❑FIT TIE DOWN (SLAB), DSP. FILL ALL HOLES WITH 10D COMMON ------ --- NAILS. THESE DRAWINGS ARE INSTRUMENTS OF REQ @ GARAGETYP RETR❑FIT TIE DOWN, REQ @ 32-,• 7 s" PC WALL ON NEW VX6' PC FOUND ON NEW 8" PC WALLS SERVICE AND AS SUCH ARE THE SOLE PROPERTY EXIST EXTERIOR WALLS UPPER ROOF PLAN 8X16 PC FTG IN 5.5X7.5•X20" PC FTC. do STEPS. SEE LINE WIT EXIST SEE DETAIL BILCO DOOR DETAIL OF THE ARCHITECT. INFRINGEMENTS OR SCALE: 1/81 ALTERATIONS BY OTHERS ARE PROHIBITED. FOUNDATION PLAN CODE REQUIREMENTS MAY BE HAND WRTTEN SCALE: 1/8"=1'-0" ONTO THE PLANS BY REGULATORY AGENCIES. RIDGE RIDGE VENT VENT .0 1 11I fr r , 12 Gary Spinello - Architect 2X12 RIDGE 8 ALL 2X8 CT m 48"OC 2X12 CT O 16"OC 2X12 RIDGE ELEVs 523 POST AVE.WESTBURY NY 11590 M f PROVIDE STRAP TIES 516-319-3115 SIMPSON H7Z AND ANODIZED GMSpinello@gmaii.com '"•: �::µ'"" ' RR TO STUD/HDR ATTIC FLASHING TO MATCH . • � „•�•,.•;;:�r�•" ,�; ROOFING AT CHANGE R79 FB ATTIC P •� ': :':':':*: :.,': c '•- `' SEE ATTIC NOTES) IN PITCH \, INSUL ( ) i:,,:r t';:.•,r`•. ( V SEE ATTIC NOTES ., .,;?^ .,a�}c'`• (SEE FRAMING NOTES) (SEE FRAMING NOTES) TECO RRs PROVIDE ICE TO (2)2X6 1-1/4" 20 GUAGE COIL STRAP ATTACHING R30 FB INSUL SHIELD EVE PLATES TYP STUD TO FOUND SILL PLATE. PROVIDE MIN TO MIN 24" INSIDE 12 LAP ONTO STUD WITH 4 8D COMMON cLc s' AFF THE INTERIOR WALL LINE. ° ° HDR. STL ANGLE TO ° o 0 0 0 0 0 o R30 FB INSUL SITE ( ) HDR. TYP EA END NAILS. WRAP STRAP AROUND AND ATTACH (2)10x68 STL PL EYEBRow TO SILL PLATE WITH MIN(4)8D COMMONR-15 O 12 O WINDOW FBNAILS. SURFER & SHEATHING NOT SHOWN. ROOF CONSTRUCTION 350 HARBOR LIGHTS D R USE SIMILAR DETAIL AT SLAB CONSTRUCTION INSUL ASPHALT ROOFING SHINGLES 34 EALLLEva Tr'0 ON 152 FELT S❑UTH❑LD NY WALLS � ON 1/2" COX SHEATHING SILL ATTACHMENT- CELLAR OR CS, TRUSS CONST; ON RAFTERS a 00 (2)2X72 CORDS SPACED WITH 2X8 1 d- STRUTS do SPACER BLOCKS AS REQ. O I B D R M 3 REQ @ NEW C❑N S T ALL STL PLATES/ANGLES 3/8". R19 ALL FASTENERS 5/8" HEX BOLTS. M FS EAVE CONSTRUCTION INSUL 2"X6"CLAD FASCIA WITH VENTED VINYL SOFFIT 12 do � GUM do LEADER AS REQ 4 SIMPSON H2 Lj HURRICANE ATTACHING SIMPSON LSTA STRAP TIE °� LAP CORDS TO EA STRAP TIES DATEI 7/14/21 ATTACHING STUD TO ID AI STUD ° ° ° ° ° TIE TEco PROPOSED GIRDER. WRAP TYP EA END (2) 1OX44 STL PL IT LOCKING STRAP TO BACK SIDE. MIN TYP of 2 o WALL CONSTRUCTION 1/4'VENTED SCALD = i'-O' UDN, DETAILS NTS 8" LAP ONTO STUDS INSUL HARMBD SHINGLE SIDING 1" 2'-9" SOFFIT VINYL EXIST I ON R-5 RIGID INSUL NOTE: IN �p ON TYVEK BLDG WRAP PROJECT #I 35021 STRAP TO 2 N FLR W D ALL ON 1/2" COX SHEA-MING .10 SPAN STUD 2 STORY ON FRAMING TO WHERE D S❑ HDR LR/DR FQR KIT 2 STORY MULTIPLE TRAPPING 3' FLOOR CONSTRUCTION 00 FOYER STORIES � e-B OCCUR. ONFIN 3 FLOOR EXIST PLYWD J14-OISTS i INSUL O� {J1.SPAN y�A% ON FLR 12" MIN LAP FINISHED FLOOR TO ONTO STUDS ALIGN WITH EXISTING 8" WITH (5)8D FF EL: 10.7 COMMON EXIST FB INSUL EXIST FB INSUL NAILS INTO EA N EXIST AVG GRADE EL:8 d T ®254?® SIMPSON LSTA STRAP 1(lE ��®F NE�N�®� ATTACHING STUD TO STUD = _ r OR STUD TO BOX BEAM UNFINISHED j' REQ WALL STRAPPING FRAMING MEMBERS °' UNFINISHED "' CELLAR ALL SIZING AS PER FLOOR CELLAR PLANS AND FRAMING NOTES SIMPSON LSTA STRAP TIE WALL CATS ATTACHING RR TO ADD IST FUR WALL RR ® RIDGE WITH CATS AS SHOWN (5)8D COMMON — NAILS INTO EA A 0 0 3 1 0 0 RR. ADD LSSU ® -- - - - _ _ - CATH CLGS RIDGE STRAPPING SECTION A-A SECTION B-13 FENESTRATION NOT MOWN FENESTRATION NOT SHOWN I REVISIONS: DATE REVISI❑N NA NA ATTIC NOTES: - Provide attic ventillation @ Min 1/150th attic area, - Provide corrugated air flow baffles where FB Insulation Meets roof soffits GLAZING LOCATED IN WIND-B❑RNE DEBRIS - PR❑VIDE MIN 22'X30' ACCESS OPENING WITH A MIN 30' UNOBSTRUCTED HEADROOM REGI❑NS SHALL BE IMPACT RESISTANT OR IN THE ATTIC @ SOME PINT ABOVE THE ACCESS ❑PENING PROTECTED IN ACCORDANCE WITH THIS DETAIL, - PR❑VIDE THRU ACCESS/VENTILATION BETWEEN ALL ADJ❑INING ATTICS r-=-----------=, PROVIDE CDX PLYWD PANELS MIN 7/16" THICK AND •I -------------- I• MAX SPAN OF 8' FOR ALL EXTERIOR GLAZING. PANELS SHALL BE PRECUT AND LABELED FOR EACH OPENING. PANELS AND SIDING SHALL BE PRE DRILLED FOR WOOD SCREWS AS PER ADJOINING FASTENER SPACING SCHEDULE. WOOD PANELS SHALL I L I _____________ I I EXTEND MIN 2" BEYOND ROUGH OPENING. SCREWS I I SHALL BE #8 AND OF SUFFICIENT LENGTH TO ANCHOR SAFTY GLAZING I I SECURELY INTO ROUGH OPENING FRAME. PROVIDE •I I I I• WASHERS FOR ALL SCREWS. jj II FASTENER SPACING SCHEDULE PR❑VIDE SAFETY GLAZING AT ALL SH DRS ; i i I PANEL 1 <4' 4'-6' 6'-6' PR❑VIDE SAFETY GLAZING AT ALL WIND❑WS IN TUBS/SHOWERS, 'LL---------____; A" 16• 1 16• 12" PR❑VIDE SAFETY GLAZING @ ALL DOORS AND WINDOWS WITHIN 18' OF FLRS 3X3 SQ WASHER AND NUT ON TOP OF HDR APPLIANCES IN ATTICS EXTERIOR FINISHES ATTICS CONTAINING APPLIANCES SHALL BE PROVIDED WITH A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH TO ALLOW REMOVAL OF THE LARGEST APPLIANCE BUT NOT ALL VENDERS SHALL PR❑VIDE SHOP DRAWINGS FOR APPROVAL PRIOR TO IPURCHASE AND LESS THAN 30' HIGH, 22' WIDE OR LONGER THAN 20', THE PASSAGEWAY SHALL HAVE Ii NSTALLATION. SHOP DWGS TO INCLUDE MAKE, MODEL, COLOR, AND INSTALLATION DETAILS, C❑NTINU❑US SOLID FLOORING NOT LESS THAN 24' WIDE, A LEVEL SERVICE AREA MIN 3X HDR OR (2)2X SHOP DWGS SHALL BE REQ FOR STONE SIDING, CORNACES, EVES, CASINGS, LINTLE AND CAP 30'X30' SHALL BE PROVIDED ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQ. it HDR WITH 1.5" STONE, QUOINSTONE, RAILINGS, GARAGE DOORS, ETC, THE CLEAR ACCESS ❑PENING DIMENSIONS SHALL BE 20'X30' AND LARGE ENOUGH TO ALLOW it SPACERS. SEE FLR REMOVAL OF THE LARGEST APPLIANCE, A SERVICE LIGHT AND OUTLET SHALL BE II PLAN. PR❑VIDED, NO FUEL BURNING EQUIPMENT SHALL BE INSTALLED IN ATTICS, it I I jl 5/8" THREADED I' ROD MIN 16" EMBEDMENT INTO II CONCRETE IL' iv THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE SOLE PROPERTY HOLLOW COLUMN OF THE ARCHITECT. INFRINGEMENTS OR '— ALTERATIONS BY OTHERS ARE PROHIBITED. ATTACHMENT DETAIL . CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. / \\\ /^\ -— TITT IT FFT1_ F.F. 41/11 IT 11 111111 `\ \\ LIT tip;-- / \\ / I ETrTLZ ------------------------------- �i �i 10 �i \ / / i \ / / JOIST Gary Spinello - Architect STEPS/RAILS NOT SHOWN. ® 523 POST AVE.WESTBURY NY 11590 —5/8" DIA THREADED ROD 1-1/4"X20 GAGE COIL ( EXTENDED DECK. STRAP FOR EA JACK AND I ,F, D 516-319-3115 KING. WRAP AROUND —SIMPSON HDU SERIES PLATES AND FASTEN TO I Ii GMSpinello@gmail.com HOLDDOWN STUDS WITH (5)8D mix COMMON NAILS EA SIDE I I I I I I I I I I I I I I I II I I I I I I I I I I I MAX HOLE DIAMETER = —JACK OR WALL STJD TYP __________________ LJ LJ LJ LJ LJ LJI i ______I_L______J_I I I I I J D/3. 2" MIN FROM TOP SIMPSON HDU �J I I I i I I r AND BOTTOM OF JOIST SIMPSON HDU SERIES HOLDDOWN I STEPSDED NOT SHOWN. ILL ILL I I I I —HOLDDOWN --------------------------------------------------L—J ---------- - - ----------� —5/8" DIA THREADED ROD —SIMPSON CNW 5/8" STUD SITEI COUPLER NUT WEST ELEVATION SOUTH ELEVATION BORED HOLES MAX 40% ATTACH TO NEW FOUND OF STUD DEPTH PRO DE DOUBLE -60% " f d WALL WITH 5/8" DIA USE SIMPSON HDU 5/8 TO EDGE. AT 40%60S 350 HARBOR LIGHTS DR n •' SST828 ANCHOR BOLT BY HOLD DOWN. a c a SIMPSON STRONGTIE OR EQUAL. NOT MORE THAN 2 IN SUCCESSION S❑U T H❑L D NY RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. NOTCH MAY NOT EXCEED 25% OF STUD DEPTH. ❑ ❑ NOTCHES MAY NOT 8E HOLD DOWN DETAIL LOCATED IN MIDDLE 1/3 OF STUD LENGTH l BORINGS & NOTCHES S DATE / MAY NOT ALIGN 7/14/21 /i\ HORIZONTALLY SCALES 1/4' = 1'-0' U❑N, DETAILS NTS PERMISSIBLE VINTL SUNBURST \\\\ B 0 R I N G 8c PROJECT #� 35021 TYP`T� I BILCO DOOR IT II II IT II I E \ / \ / \ - - ------ -------- 11 \ I �, `� \ 11 IIITI III Tmill I ®2647® CELLAR fF.-— _11OF N �® FOLLOW THE N i EMST GRADE STAIR NOTES <a — — REQ STAIR RAILING NOT SHOWN. I I 8 . I 17 PROVIDE AS PER THE STAIR AND I j I I I I I ILL I I L--------_ ----_GUARD NOTES_ I r Z I I I I I I I A4 i I -L-L J I I L_ CELLAR ----------------- -----------------------------4===� L-�'==_____L---------------� ENTRY DETAIL EAST ELEVATION NORTH ELEVATION A 0 0 410 0 SCALE: 1/8"=1'-O" I i REVISIONS: DATE REVISION NA NA 2' TO 2' TO m 4' VTR I 4' VTR —�— 2• F T- F 120 2' 128 I I 2' 12. 12. I rA rA I 2ND FLR I U 3' I I 3' 1.5' CO 2' 2• 3' 3' 3' I 3' 31 2' 12• 12. • 2' 2• 12 2' Island sink I2# WASHER (UI I5 KIT SINK rA LAV. LAV. LAV. 2' 2' H❑M/E 1.5' 1.5' UTUB 1.5' 1ST FLR 3' 3' 1,5' CO 2' 2' 2' 2' 3 • 3' 3' 3' 3' 4 4' 4' TO APP SAN SYS THESE DRAWINGS ARE INSTRUMENTS OF PLUMBING RISER DIAGRAM SERVICE AND AS SUCH ARE THE SOLE PROPERTY OF THE ARCHITECT. INFRINGEMENTS OR THIS DIAGRAM IS SCHEMATIC ONLY. ALTERATIONS BY OTHERS ARE PROHIBITED. ALL ENGINEERING & CODE CODE REQUIREMENTS MAY BE HAND WRTTEN COMPLIANCE SHALL BE BY OTHERS. ONTO THE PLANS BY REGULATORY AGENCIES. afl Gary Spinello - Architect I 523 POST AVE.WESTBURY NY 11590 i GFlFn i I I . I 516-319-3115 GFI � I GMSpinello@gmail.com qp I I 1 M EXIST ; I r 4 I ' ¢ `--- �- ¢ SITEI LINE OF FTG. BELOW 12 TYP• EXIST F------------------------ ---------� 350 HARBOR LIGHTS DR MAY S I B" MIN. 12' I 1 FI ` AA AA BACK I EXTERIOR WALL I Y Y ��__�� { 4• MIN. I I 1n 3 .�' �� S❑U T H❑L D N Y C NTER OVER I I 1 I I \ Fl EPLACE I I AREA OF I IN O/ 6' ST GFl `\ '/ �: GFI STONEICK IS USED IR ASH \ _ A ' I OPENIN 2' TO WOOD ISTUDS 7 CUTRBRCKS FLED U HEIGHT OR JOISTS L_------- 60 --- 4" FIRE BRICK � ¢ \` ,�\ I I I —J 4 ` I 'u. 4• OR LESS �• � I � I / �\ `� I DATE, 7/14/21 r- • MIN. 2' 3� GFl I 1 I I I ELECTRICAL LEGEND FIREPLACE OPENING rn EXC T FOR . _ i_ + WITH DOORS AS RE SPE CONDITI 5'X5' MASONRY 1 + ' \, ¢ ``---� -� / I FACING MASONRY HEAR IH aD ` ' - I SCALD 1/4 - 1 ❑ U❑N. DETAILS NTS BY THE ENERGY C E sPtAr 1 i 3 -(�_ HH/CLG/WALL LT A PRO . 12" , ,� I 1' PR❑JECT #t 35021 M X 1 2HT. ,� $��( 4 OM 0 OP ING ►uN•+NOXCEEDp GFl �. _— \�` \\\ — O I FF -------------- i AREA OF THROAT SHOULD BE NOT PLAN ► I \\ I I / LESS THAN TWICE AREA OF FLUE GFI i I — v CHAND CHANDELIER ELEVATION �' '� \ i No : INTAKE �y5Pp rebar - TRACK UGHIING TYP \\ / I I SWITCH RED ARO IASOPERE FRESH STATE &AIROCAL CODEJdire both on s �� I �G\ �M. I i I $ 3 3 WAY SWITCH SECTION GRAM 3" /' ¢ i OUTLET n JD n � n � n � n n n/n � n �� I TYP - • I I EXHAUST FAN/LIGHT COMBO +O • n. • • ' • • A. • •� UNIT 80 FM, SWITCH GFl I ® SEPARATE. PR❑VIDE TIMER 025470 �•� w d' • N: N 3'� y' • +' c a +' . •: ,' / \ FOR FAN, DUCT FAN TO • • + r. y ; . • ' :•• ' « •d. I / I I \ EXTERIOR• OF NEB FIREBOX EGTN WITH BOTTOM OF • • q • e. • ——— JOINING EXISTING FTG 1 ``��_�� SWITCH LEG & FOUND FOOTING typ. between rebar ADJOINING & CHIMNEY 1 ST FLR ELECT 2ND FLR ELECT CLO EDTS ASHTS PERFOR CODELL ENGINEERING BY OTHERS. SCALE: 1/8•=1'-0• SCALE: 1/8"-l'-O• A - 005 , 00 i REVISIONS: DATE REVISION NA NA ENERGY CODE COMPLIANCE STATEMENT I THE HEREBY UNDERSIGNED NYS REGISTERED DESIGN PROFESSIONAL STATES THAT TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PR❑FESSI❑NAL JUDGEMENT, THESE PLANS ARE IN COMPLIANCE WITH THE 2017 NYSECCC & SUPPLEMENT, PRESCRIPTIVE ENERGY NOTES — ALL WINDOWS AND DOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE R402.1 .2 INSULATION BY COMPONENT INSULATED TYPE U.35 OR PROVIDED WITH STORM PANELS, — ALL FRAMED FLOORS BETWEEN HEATED AND UNHEATED SPACES SHALL BE INSULATED WITH R19 FB INSUL WD FR MASS BASEMENT SLAB CRAWL CLIMATE FENESTRATION SKYLT FENESTRATION CEILING FLOOR — ALL FRAMED WALLS BETWEEN HEATED AND UNHEATED SPACES SHALL BE INSULATED ZONE U-FACTOR U-FACTOR SHGC R-VALUE WALL WALL R-VALUE WALL R-VALUE SPACE R-VALUE R-VALUE R-VALUE R-VALUE WITH R15 FB INSUL — ALL FRAMED CEILINGS BETWEEN HEATED AND UNHEATED SPACES SHALL BE 4 0.35 0.55 0.40 49 20 OR 8/13 19 10/13 10, 2' 10/13 INSULATED WITH R49 (30+19) FB INSUL 13+5 — R303.6 REQUIRED HEATING, @ HABITABLE ROOMS PR❑VIDE 68 DEGREES F @ A PINT 3' ABOVE FLOOR AND 2' IN FROM EXTERIOR WALLS — AT PULL—DOWN ATTIC STAIRS BETWEEN HEATED & UNHEATED SPACES PROVIDE R40 HATCH COVER WITH GASKET BY 'THERMA—DOME' OR EQUIVALENT R402. 1 .4 U-FACTORS CLIMATE FRAME MASS BASEMENT CRAWL ZONE FENESTRATION SKYLT CEILING WALL WALL FLOOR WALL WPACE ALL THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE SOLE PROPERTY EQUIPMENT 4 0.35 0,55 0.026 0.060 0.098 0,047 0.059 0.065 OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ENGINEERING AND ENERGY COMPLIANCE BY OTHERS CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. FIRE STOP NOTES - R402.4.1 .1 THROUGH PENETRATIONS, APPLICABLE CODES 3M IC 15WB+ COMPONENT AIR BARRIER CRITERIA INSULATION INSTALL CRITERIA RESCHECK VERSION 4,7.1.2 GaryJOINTS, 2020 IECC Spinello - Architect 3M FIRE DAM SPRAY 200 (SPRAY OR PAINT) GENERAL A CONTINUOUS AIR BARRIER SHALL BE AIR-PERMEABLE INSULATION SHALL NOT BE 3M FIRE DAM 150+ (CAULK OR TROWEL) INSTALLED IN THE BUILDING ENVELOPE. USED AS A MATERIAL. 523 POST AVE.WESTBURY NY 11590 USE WITH MINERAL WOOL BACKING WHERE REQUIRED THE ECT THERMAL ENVELOPE CONTAINS A 516-319-3115 CONT AIR BARRIER. BREAK JOINTS IN THE If10110 GMS m AIR BARRIER SHALL BE SEALED, GMSpinello@gmail.com ail.com CLG/ATTIC THE AIR BARRIER IN ANY DROPPED THE INSUL IN ANY CLG/SOFFIT SHALL BE CLG/SOFFIT SHALL BE ALIGNED WITH THE ALIGNED WITH THE AIR BARRIER. REQUIRED TESTS INSUL AND ANY GAPS IN THE BARRIER SHALL BE SEALED. ACCESS OPENINGS, DROP DOWN STAIRS, OR KNEE WALL DOORS BLOWER DOOR TEST ❑ TO UNCONDITIONED ATTIC SPACES SHALL AIR SEALING DETAILS BE SEALED. MECHANICAL VENT TEST ❑ THE JUNCTION OF THE FOUND AND SILL CAVITIES WITHIN CORNERS AND HEADERS DUCT LEAKAGE TEST ❑ WALLS PLATE SHALL BE SEALED. THE JUNCTION OF FRAME WALLS SHALL BE INSULATED BY SITE, Rl 03 .2 OF THE TOP PLATE AND THE TOP OF COMPLETELY FILLING THE CAVITY WITH A EXTERIOR WALLS SHALL BE SEALED. MATERIAL HAVING A THERMAL RESISTANCE KNEE WALLS SHALL BE SEALED, OF R-3 PER INCH. EXTERIOR THERMAL ENVELOPE INSUL FOR 350 HARBOR LIGHTS D R WINDOWS, THE SPACE BETWEEN DR/WIN/SL JAMBS FRAMED WALLS SHALL BE INSTALLED IN WINDOWS, , DOORS AND FRAMING SHALL BE SEALED. SUBSTANCIAL CONTACT AND CONTINUOUS S U T H L D N Y ALIGNMENT WITH THE AIR BARRIER. RIM JOISTS RIM JOISTS SHALL INCLUDE THE AIR RIM JOISTS SHALL BE INSULATED 2020 IECC COMPLIANCE METHOD BARRIER. FLOOR FRAMING CAVITY INSUL SHALL BE PRESCRIPTIVE — AS FAIL PROVIDE CAULK OR FLOORS THE AIR BARRIER SHALL BE INSTALLED AT INSTALLED TO MAINTAIN PERMANENT PERFORMANCE - AS FAIL SEALANT IN ALL SUBFLOORS ANY EXPOSED EDGE OF INSULATION.. CONTACT WITH THE UNDERSIDE OF OR SEAMS SUBFLOOR DECKING, OR FLOOR FRAMING ENERGY RATING INDEX — PASS/FAIL CAVITY INSUL SHALL BE PERMITTED TO BE IN CONTACT WITH FLOOR SHEATHING, CONTINUOUS BEAD OF r OR CONT INSUL INSTALLED ON THE DATE, 7/14/21 SEALANT BETWEEN PLATES UNDERSIDE OF FLR FRAMING, AND EXTENDS FROM THE BOTTOM TO THE TOP OF ALL PERIMETER FLR FRAMING MEMBERS, SCALE, 1/4' = 1'-❑' U❑N. DETAILS NTS CRAFT OR FOIL FACED FG BATT INSUL CRAWL SPACE EXPOSED EARTH IN UNVENTED CRAWL WHERE PROVIDED INSTEAD OF FLOOR AIR SEALING @ WALLS SPACES SHALL BE COVERED WITH CLASS I INSUL, INSULATION SHALL BE PROJECT #, 35021 AIR SEALING WALL TO RAFTER VAPOR RETARDER WITH OVERLAPPING PERMAMENTLY ATTACHED TO CRAWL SPACE UNHEATED CELLAR JOINTS TAPED. WALLS, SHAFTS, DUCT SHAFTS, UTIL PENETRATIONS, AND PENETRATIONS FLUE SHAFTS OPENING TO EXTERIOR OR UNCOND SPACE SHALL BE SEALED, BATTS IN NARROW CAVITIES SHALL BE ED gROy NARROW CAVITIES CUT TO FIT OR OTHERWISE COMPLETELY FILLED �G`� C(1.SP SPRAY FOAM INSUL IN WALL GARAGE AIR SEALING SHALL BE REG BETWEEN THE C9� �® CAVITIES SEPARATION GARAGE AND CONDITIONED SPACE. RECESSED LTS RECESSED LTS INSTALLED IN THE RECESSED LTS INSTALLED IN THE CONTINUOUS BEAD OF SPRAY FOAM INSULIN WALL THERMAL ENVELOPE SHALL BE SEALED. THERMAL ENVELOPE SHALL BE AIR TIGHT SEALANT TYP CAVITIES AND IC RATED PLUMB/WIRING BATT INSUL SHALL BE NEATLY CUT TO FIT AROUND WIRING AND PLUMBING IN ®2647® Q`E' EXTERIOR WALLS, OR INSUL THAT ON ®FNEW�® INSTALLATION READILY CONFORMS TO THE AVAILABLE SPACE SHALL EXTEND BEHIND PIPING AND WIRING. CONTINUOUS BEAD OF SHOWER/TUB ON THE AIR BARRIER INSTALLED AT EXT EXTERIOR WALLS ADJACENT TO SHOWERS SEALANT TYP EXT WALL WALLS ADJACENT TO SHOWERS AND TUBS AND TUBS SHALL BE INSULATED. SHALL SEPARATE THEM FROM SHOWERS AND TUBS, ELECT/PHONE BOX THE AIR BARRIER SHALL BE INSTALLED ON EXT WALL BEHIND ELECTRICAL BOXES OR AIR-SEALED BOXES SHALL BE USED A O 0 CDI 0 O AIR SEALING FLOOR TO FLOOR , AIR SEALING @FOUND SILL , HVAC REGISTERS HVAC REGISTER BOOTS THAT PENETRATE THE THERMAL ENVELOPE SHALL BE SEALED TO THE SUBFLOOR OR DRYWALL. I REVISIONS: HARBOR LIGHTS DR DATE REVISION NA NA 100 0 a SITE PLAN INTENDED FOR STRUCTURES 20 IG J ONLY....FOR OTHER PROPANE } IMPROVEMENTS (PAVING, FENCING, ' a W ETC.) SEE SURVEY I LO M ATTACHED. a NEW 2ND FLR DECK 7 qn N 18.6 4.9 11.5 n 0D 14 3 SECONDADA RY FY � 21 Q 18 2 STORY �' I M DWELLING 29.9 PORCH LiJ NEW ELECT 19 GENERATOR 12 "� ON 4" PC 2.1 rn SLAB NEW Do M NEW WOOD `� COV FRAME N PORCH DECK 15 `� z WITH PROPOSED ROOF u) 17.5 Go OVER L-1 N I WOOD FRAME DECK WITH EXIST WOOD DECK ON ROOF OVER O_ LI V GRADE NOT SHOWN CATH CLG 0 R M o EXIST N 20X40 iv I IG I DN POOL 1R N 3R 100 N 3R If I j SITE FLAN SCALE: 1"=20' 12' NOTE: Site data taken from survey by. KENNETH M WOYCHUK DECKPLAN Survey dated: 2/1/20 SCALE: 3/16"a1'-o" ® PROPOSED 2 THESE DRAWINGS ARE INSTRUMENTS OF STORY ADDITIONS SERVICE AND AS SUCH ARE THE SOLE PROPERTY scALE o 5 10 15 OF THE ARCHITECT. INFRINGEMENTS OR PROPERTY LINE ALTEPJATIONS BY OTHERS ARE PROHIBITED. CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO WHE PLANS BY REGULATORY AGENCIES. REQUIRED OR ACTUAL OR ( ) PERMITTED PROVIDED NOTES ZONING DATA LOT AREA SF NA 19,500CIINFORMIM Gary Spinello - Architect NON- PRIMARY FY (LF) 35 59.2.2 JURISDICTION: SOUTHOLD SECONDARY FY (LF) 20 34.9 523 POST AVE.WESTBURY NY 11590 SY LF \ � Property Zone: R40 10 11.5 516-319-3115 F.F. 12 Principal Use: RES RY (LF) 35 74 GMSpinello@gmail.com —_— 3r p RIDGE HT (LF) 35 30.4 USE NON-CONFORMING SCHEDULE SECTION 2eo-124 LOT COVERAGE (%) 20 20.07 f� AREAS (SF), BLDG WITH ADDS 2523,9 F.F.-- PORCH 212.7 N 1ST FLR DECK 336 2ND FLR DECK 157.5 I I I I I I STEPS NOT I I POOL 800 TOTAL 4030,1 350 HARBOR LIGHTS D R--- LJ LJ LJ SHOWN LJ S❑UTH❑LD NY RECEIVED COVERED DECK ELEVATIONS AUG 15 2022 SCALE: 1/8"s1'-0" SCALE: 01 51 101 151 30 71 Zoning F30aru of Appeals DATE, 5/13/22 SCALE, 1/4' = 1'-0' U❑N, DETAILS NTS REVISION TO OPEN PERMIT PROJECT #1 35021 ADD SHEET A7 TO DRAWING SET, ENLARGE REAR YARD DECK AND ADD ,��FtED ARNEW O ❑OF OVER,❑N DRAWING MP FOR �,. .S ZONING ❑N CONSTRUCTION c� DRAWINGS TO BE PR❑VIDED PENDING BZA DECISI❑N �T 0264710 OF NEw�® 81dg Dept copy from ZBq Fines reviewed documents ZIlA File x ,�- DetR: �3� 0 0 7 l 0 0 2�- i REVISIONS: HARBOR LIGHTS DR DATE REVISION NA NA 100 0 `14 SITE PLAN INTENDED FOR STRUCTURES 20 IG" ONLY....FOR OTHER PROPANE IMPROVEMENTS (PAVING, FENCING, a cc ETC.) SEE SURVEY < ATTACHED. a NEW 2ND FLR DECK 7 18.6 1111111 11.5 n ao 21 14 SECONDARY FY 0 f 2 STORY19DWELLING 29.9 PORCH LLJNEW ELECT GENERATOR12 '� LO ON 4" PC 2.1 SLAB Co M NEWQ D `� COV E N PORCH 0 DECK a z WITH PROPOSED I ROOF P 17•5 OD N I WOOD FRAME DECK WITH EXIST WOOD DECK ON ROOF OVER w LIV GRADE NOT SHOWN OATH CLG o R M Z EXIST N 20X40 N I IG DN POOL 1R N 3R 100 DN 3R SITE PLAN SCALE: 1"=20' 12' NOTE: Site data taken from survey by. KENNETH M WOYCHUK DECK PLAN � survey dated: 2/1/20 SCALE: 3/16"=1'-0" ® PROPOSED 2 THESE DRAWINGS ARE INSTRUMENTS OF STORY ADDITIONS SERVICE AND AS SUCH ARE THE SOLE PROPERTY SCALE: 0 5 10 15 — OF THE ARCHITECT. INFRINGEMENTS OR PROPERTY LINE ALTERATIONS BY OTHERS ARE PROHIBITED. CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. REOUORED OR ACTUAL OR PERMITTED PROVIDED NOTES® ZONING DATA LOT AREA (SF) NA 19,500 coN Gary PRIMARY FY (LF) 35 59.2 Spinello - Architect =) JURISDICTION: SOUTHOLD SECONDARY FY (LF) 20 34.9 523 POST AVE.WESTBURY NY 11590 Property Zone: R40 SY LF 10 11.5 1 516-319-3115 12 RY (LF) 35 74 GMS 75 FF. 3r Principal Use: RES RIDGE HT (LF) 35 30.4 Pinello @9mail.com — 7 `� SECTION EN1le24 USE NON-CONFOWING scNEnuLE LOT COVERAGE (%) 20 20.07 AREAS (SF)l BLDG WITH ADDS 2523.9 FF.— — PORCH 212,7 SITE EXBT«ADE NLN 1ST FLR DECK 336 2ND FLR DECK 157.5 I I I I I I STEPS NOT I I POOL 800 350 HARBOR LIGHTS DR LJ LJ LJ SHOWN TOTAL 4030,1 LJ SOUTH❑LD NY COVERED DECK ELEVATIONS SCALE: 1/8"=1'-0" 1SCALE: 01 51 101 151 30 Dr' 1 - DATES 5/13/22 tl i ly J IJUA! n SCALES 1/4' = 1'-D' U❑N. DETAILS NTS r n. REVISION TO OPEN PERMIT °wN�'s ;;�T PROJECT #� 35021 ADD SHEET A7 TO DRAWING SET, ENLARGE REAR YARD DECK AND ADD NEW ROOF OVER, DRAWING FOR Z❑NING ONLY, C❑NSTRUCTI❑N DRAWINGS TO BE PR❑VIDED PENDING BZA DECISI❑N A 0 0 7 0 0 i REVISIONS: I J FINISH SCHEDULE DATE REVISION WALLS GYP BD, SEE NOTES/SCHEDULES 1/27/22 DEMO PLAN CEILINGS GYP BD. SEE NOTES/SCHEDULES FLOORS CARPET, CERAMIC TILE, FL❑ATING INTERL❑C FLOORS @ KITS/BATHS CERAMIC TILE, SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE. SEE CERAMIC TILE NOTES ALL BDRM CASEMENT (CA) WINDOWS SHALL BE EGRESS WINDOWS FIRE CODE. Openings designated as egress shall have a min opening area of 5,7sf - Provide 5/8' 'type X' fire resistant gyp.bd. 3/4 hour assembly (5 sf for grade fir openings), a min opening width of 20', a min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 24', and a max sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44'. These openings shall be operational from the Inside of the room without the use of keys or tools, MANUFACTURER BY OTHERS, attached garages/heating plants and other interior spaces UON ALL GYP BD TO BE 1/2'. AT B❑ILER RM & GARAGE PROVIDE 5/8' TYPE X FIRE RATED PR❑VIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS - C❑MBUSTI❑N AIR FROM OUTDOORS, PR❑VIDE COMB AIR FOR ALL COMB GYP BD. INSTALL ALL GYP BD PERPENDICULAR TO FRAMING. STAGGER ALL BUTT J❑INTS @ HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND 4'❑C, FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7'oc EDGE/10"oc FIELD. CLG. EA SHALL PR❑VIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL WINDOWS/DOORS EQUIP BTU/HR - C❑MBUSTION AIR FROM IND❑ORS, AVAILABLE AIR VOLUME MUST BE GREATER. CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP, AT WALLS INSTALL CERAMIC TILE OVER 1/2' CEMENT BOARD FASTENED AS PER - TOP OF WINDOW R❑'S 80' AFF UON - Provide thermal Insulation @ boiler/furnace room as per energy notes. MANUFACTURES REC❑MMENDATIONS. AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - FENESTRATION L❑CATI❑NS TO MATCH PLANS & ELEVATIONS. NOTIFY THE REINF❑RCED DRYPACK OR 4' PC SLAB, ARCHITECT OF ANY DISCREPANCY PRI❑R TO FRAMING, - PROVIDE ALL PLATES AND BRIDGING AS SHOWN ON THE CROSS SECTION FOR FIRE BL❑CKING - LINE ALL EXTERI❑R DOOR & WIND❑W OPENINGS WITH SELF ADHESIVE - DO NOT USE EXPOSED FOAM INSULATION ON THE INTERIOR OF DWELLING BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATION, LAP WITH FELT AS REQ - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP,BD, CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE, ALL FB INSULATI❑N SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING, STAGGER ALL BUTT ' 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 JOINTS AND LAYERS @ 4'❑C, FASTEN TO FRAMING WITH 1-5/8' GALV SCREWS @ 7'oc 21022 EDGE/10'oc FIELD, "'-1 21' 32'-1" 19' 32 — 10' 8'-8" � g'-g" (2)2848 CA 2436 CA ————— LINE OF DECK ABOVE (2)2848 CA (2)1111 CA I — ———— (2)2X70 HDR 6X18 PSL DROP GIRDER SHOWER (2)2x10 HDR17 (2)2X10 HDR —, 17'-2)l2" 0 8'-6X" 5' RAILINGS: II PROVIDE 2X8 FLUSH LEDGER in FOLLOW STAIR & I I I 14'-1" 6' 10'-8" I I I ■ 10" SO POLY CLASSIC BOARD FASTENED TO WALL NEW 2X10 FJ NEW FRAMIMG WITH (1)5/8" DIA I O NEW CANTELEVER (2)2X10 FJ ■ GUARD NOTES II I 1 1 - COLUMN BY TURNCRAFT _ _ — I OR EQUIV ON 2X2 ,I o LAG BOLTS STAGGERED ® 16" I o ®16" O.C. • " ®16" O.C. Q I it I I II uo MASONRY BASE WITH OC. PROVIDE FLASHING ,D x m STONE COPING. TYP to BETWEEN NEW LEDGER AND I I CO 0 110 U NEW DECK II I ar di to io ro SISTER TO EXIST I I 1 I OF 2.N SEE COLUMN a g EXIST BOX BM. TECO DECK I N N . °' BATH 5/4" ACQ DECKING BDRM 5 I 1 THESE DRAWINGS ARE INSTRUMENTS OF 71 JOISTS TO LEDGER N B' CLG. BATH i CONNECTION DETAIL i � N B BDRM M 1 BATH B' CLG. N I I I a l SERVICE AND AS SUCH ARE THE SOLE PROPERTY I i e' cic. a' CLG. SHOWER 0 I I I 2os sD a cic. o j 1 I OF THE ARCHITECT. INFRINGEMENTS OR EXIST 15. OH DR 215 SF 0 ro sD SL 10.9% AIR N (5}2X4 (2)16"LVL HDR 14.9% AIR 2668 N (2)2X10 H R BDRM 4 i POST I I o I \ I 2X10 CJ— a' cic. o I / I I ALTERATIONS BY OTHERS ARE PROHIBITED. TYP EXISTING \ I 016" O.C. 219 SF SD w / I I _2X10 FJ— 13'-3" 5'-2" � � O Z I I I CODE REQUIREMENTS MAY BE HAND WRTTEN 20_8 " ( ®16" O.C. _ L _CL CL 20.5% AIR �� ONTO THE PLANS BY REGULATORY AGENCIES. I I N m 2X10 CJ— li I I 14' a I' — i I oo i t 016" O.C. I I WASH NEW 2668 N BDRM 6 1 CO �� 1 co L-------------- GAS r 8' CLG. cD R Ct II ———J 3 BDRM 2 0 ! - N II DRYER. m 232 SF SD N N 11 PROVIDE 2X12 FLUSH TONEXTLd i to 221CSF N a a 18.1% AIR 2668 I I _ 11 N EXISTING GARAGE ASTENEDGER BOARD TO WALL 81aG. N 10.2% AIR N o �I f-7C1 POLL X o �, FRAMING WITH I I v `�z I CU 11 CM 11 I DOWN N 11 TO REMAIN °' LO U I SD I / 1 I STAIR. SEE 2sss v 0 II w (1)s/8" DIA LAG EXIST d d io BOLTS STAGGERED ® as i7 I o 2X10 CJ— ENERGY SEE FIRE 2X12 FJ— 16" OC. TECO FLR MUDRM g'_g " 3'-9" (2)2X10 FJ I x io I I I X — 1u� `1 NOTES. I I N CODE NOTES — JOISTS TO LEDGER X — N a o CV ® O N I `� 016" O.C. L— Do 1 012" Q.C. ®16" O.C. ao U = a GAB d w FF TO ALIGN W/EXIST SISTER TO EXIST `� a o I CL COD I Iof ~ go CL oGM " " 00 BA��. it Gary Spinello - Architect VIF SILL IN SOUND CONDITION. X I CL 04 REMOVE TOP PLATE ANS SISTER EXIST w SUB ZERO 2668 7'-8 g' 5' rn L.b� IC \ I I 523 POST AVE.WESTBURY NY 11590 NEW STUDS TO NEW HEIGHT AS 5' REQ FOR NEW FF TO MATCH EXIST. =J PROVIDE NEW TOP PLATES AS PER _ I I \ 516-319-3115 THE FRAMING NOTES. 0 II CL — — CL s OWER ®1s� o.c. LOFT T � 00 GMSpinello@gmaii.com p' @gmail.com II NEW RO LAV 5)2X I / 0 1 II II REMOVE ______________________ G GAS 8' CLG. CL POST I I GAMBREL / I BDRM 3 ----------------- S WALL (4)2X 3 I BATHRM ----- 4' 4' j 1 ------ OVEN- POST . ao I �o I L —————— EAVE ———————————— // I 247LSF SD 11 NEW L ----------- 9.1% AIR z JE N GA R I (2)2X12 WITH 5/8" I _ 'D I WALL BELOW ——————————— I o X I o I 1 II N STL PL FLUSH I 'L ------ KIT o 0 1 = GIRDER 1 ——--I m Z 11 I L=----- �O (2)2X10 FJ �� 3068 N =o �=T1 8' CLG. I® I �' C� — ,I o ®1s" O.C. oJ� 1 2x10 cJ— II SITEI i FOYER I 016" O.C. FOYER � 3 11 OQ SISTER TO EXIST i xo.w BELOW N o a o 2 STORY CLG 1R I a Ir n I x of II i �I U) N I�N0 3R I r 11 350 HARBOR LIGHTS DR 11 o I 14'-3Jr�" I I SEE N 0 5' 14'-tJz"FT I W S❑U T H❑L D N Y II I STAIR N N i� I REM BATH to NEW UP & N FIXTURES HAND `D I GUARD ANCHOR BOLTS GARAGE SINK EXIST 1+12R REMOVE rt DN i NOTES. VIF OR THESE PLANS. RETROFIT wITHE THAT R BOLTS S MPSON M x GUARD 3' I I M LANDING ARE PROVIDED IN ACCORDANCE WITH 14'-1" NEW SEE STAIR I I I CLG/ROOF jI 2668 I 11TEN HD ANCHORS AS REQ.. ON NO STAIR —J II c-ir� c 12' ------------ DN 1R —J II —————————— (5)2X4 EXIST BREAK IN CLG TO REMAIN (4)2X4 POST I I \ �r;; ---------J`_________= POST 3 I� EXIST CONDITIONS �J U SEE STAIR & D GUARD NOTES. NEW Ia VERIFY OR PROVIDE BEFORE CONSTRUCTION DATE, 7/14/21 THAT ALL EXIST CONSTRUCTION TO BE ——,1 V_—— I DOUBLE FRAMING MASONRY 10 MAINTAINED IS IN SOUND STRUCTURAL CONDITION AND IN ACCORDANCE WITH I in ® FLOOR I4 THESE PLANS . _ , I TRUSS ABOVE. SEE SECT A-A OPENING. PORCH 1� SCALD 1/4 1-0 UON. DETAILS NTS EXIST KITCHEN TO BE -- ------------------ — — — — — MASONRY I W U TRUSS CORD B LOW Q REPLACED. REMOVE 1 1 0 PAVERS ON PC I z HEADERS ALL EXIST CABS, U 'I REM 2ND Ij OD SLAB. SEE PROVIDE MIN(2)2XB HDRS O ALL 00 ao SECT B-B PROJECT #1 35021 I FOLLOW FRAMING NOTES. DO FIXTURES, AND I I FLR DECK I PROPOSED WOOD DECK N . WALL OPENINGS LION ON THE PLANS. 00 't 17I APPLIANCES 11 II o 10' SO POLY CLASSIC I N 11 II FOR LOT COVERAGE x I COLUMN BY TURNCRAFT � U 11 II COMPLIANCE ONLY, NOT 0 3 c U d c °� J EXIST 2 STORY OR EQUIV ON 2X2 _ EDA • oo D. MASONRY BASE WITH = LR/DR O - = 3 I 1�� I I FOR CONSTRUC110N. ■ = 3 0 0 0 n II I II A LARGER DECK IS TO m d a 1 00 0D o 11 II I r BE FILED UNDER N _I .1 R STONE COPING. TYP DOUBLE FLR JOISTS at a X L------------- I L__J L _______�L___ ____�I .- LR D R TO REMAIN �, N E rr1 - FT-1----l---- �I ZP� APPLICATION g I OF 4. SEE COLUMN UNDER ALL HDR OR do N BELOW N ® x.. CONNECTION DETAIL N o �j\� �(M.SP I I I III I II II REQUIRING BZA v GIRDER POSTS LION .. !v F� �C.� I I I I 1 1 I n Ir-rn-rn APPROVAL. < 2X6 RR/CJ m 1 v C2 `® ----------------J I I I 1 1 1 1 1 I I I I I I CONSTUCTION DETAILS ' --------- -----�L1J_L11;____ �i I I I I TO BE PROVIDED 0 1 0o U ®16" O.C. LINE OF FLR ABOVE TO REMAIN PENDING BZA o TRUSS ABOVE. SEE SECT A-A C`I DETERMINATION. N X 1 EXTEND ALL co 00 REMOVEI I I — — — — — I PERIMETER POSTS ao I I I TRUSS CORD BELOW CV 1j it STOOP i (5)2X4 I TO FOUND WALL 2ND FLR DEMO: I j I I I I OST NEW MASONRY I I REMOVE ALL ROOFS i I 1 I i i TYP FIREPLACE CENTERED. ,9` ®2�47® ®Q� I I WALL ADDED TO I — —— /� 11 DEMO PLAN DUE INCLUDING GARAGE. WALL ADDED TO II � I I I SEE DETAIL 1 — jI / TO PROPOSED 12' REMOVE ALL 2ND FLR DEMO PLAN DUE Ir -L1_LJ I / \ ®PHEW yC HALLS TO 2ND FLR DECK. TO PROPOSED 1 ---- I 1I DOOR REM GAR CLG. ADD 2ND WINDOW, IN-FILL I I __ (2)2X12 TOP PL ® 8' AFF 1j FLOOR DECK DUE TO & REPAIRS ;I (2)2X12 HDR 2)2X12 HD I / 1 1 \ II I^ANTILEVER & OFFSET 11 ( (2)2X70 HDR (2)2 10 HDR 11 ROOF LOADS. 1 (2)2848 PW II II 2848 CA 2848 PW 2848 CA 2848 CA 2848 PW 2848 CA (2)28 PW I 'I WALL ADDED TO I I II DEMO PLAN DUE jl 8'-4" NEW BILCO B'_4" DR TO PROPOSED II II FIREPLACE & II BELOW I 32'-1" II WINDOW II II II 6' I I I 32'-1" 7' 2ND FLR PLAN A 0 0 2 I 0 0 1 ST FLR PLAN (ALL WALLS ARE NEW) SCALE: 3/16"=1'-0" SCALE: 3/16"-1'-O" orig...1 ST FLR DEMO PLAN SCALE: 1/8".a1'-O" APPROVED AS NOTEDE FRAMING NOTES: STAIR NOTES GENERAL NOTES: DATE. - WIDTH. Stairways shall not be less than 36' In clear width at all points above the - These plans May not be used for construction unless they bear the - All lumber to be structural grade D❑UG-FIR #2 or better, All lumber dust permitted handrail height and below the required headroom height, Handralls shall original seal and signature of the Architect as well as the original seal FIFE&3�. p BUILDING 8Y BY:."DEP MENTAT be code marked, not project more than 4.5' on either side of the stairway and the minimum clear of approval from any building department having jurisdiction over this HARBOR LIGHTS DR - Alt foundation sill plates shalt be (2)2x6 ACID installed over copper width of the stairway at and below the handrail height, Including treads and proposed project, FOLLOWING NAMTTIONS: RTHW: termite shield and sill plate Insulation. Secure plates to landings, shalt not be less than 31,5' where a handrail is Installed on one side and - All construction shall conform to the NYS building code, local jurisdiction _ 1. FOUNDATI SPECTIO REQUIRE* foundation with bolts provided (see foundation notes). 27' where handrails are provided on both sides, codes, and all other applicable codes & ordinances, 1. FOUNDATION-TWO 10o FOR POURED CONCRETE - All exterior lumber or lumber in contact with earth shall be ACQ, - TREADS & RISERS, The maximum riser height shall be 8 1/4' and the minimum tread - All work shall be performed by licensed & Insured contractors &sub- 0 2. ROUGH-FRAMING&PLUM6INQ depth shall be 9', The riser height shall be measured vertically between leading contractors, All workman shall be covered by general Llability & workman's a SITE PLAN FOR 3. INSULATION Double framing members @ all openings, under parallel partitions and tubs, edges of the adjacent treads, The tread depth shall be measured horizontally compensation insurance as specified by state and local Law. - Provide all solid blocking, DOUBLE FLR J❑ISTS, ETC, as required to transfer between the vertical planes of the foremost projection of adjacent treads and at 20 IG ONLY CT FORS OTHER a• FINAL-CONSTRUCTION MUST all point loads and jack studs continuously to foundation below. a right angel to the tread's leading edge. The walking surface of treads and - ALL MEP SHOWN HEREIN IS SCHMETIC ONLY. ACTUAL ENGINEERING & PROPANE BE COMPLETE FOR C.O. y. IMPROVEMENTS landin s of a stairway shall be sloped no steeper than one unit vertical in 48 units CODE COMPLIANCE FOR MEP, DRAINAGE, AND FIRE PR❑TECTION SYSTEMS SHALL `` (PAVING, FENCING, ALL CONSTRUCTION SHALL MEETTM - Provide min, (2)2x8 hdr @ at( openings U,❑,N. Minimum post shall be g y p p BE BY OTHERS, ' a,of ETC.) SEE SURVEY I REQUIREMENTSOFTHECODESOFNEW (1)2x4 king stud with (1)2x4 jack stud, min 1-1/2' bearing U,O.N. horizontal (2-percent slope), The greatest riser height within any flight of stairs (M < ATTACHED. shall not exceed the smallest by more than 3/8'. The greatest tread dept within - All plumbing, electrical, and mechanical installation shall be performed a YORK STATE. NOT RESPONSIBLE FOR - Provide 3 three studs min, @ all zorners, any flight of stairs shall not exceed the smallest by more than 3/8' by licensed contractors in accordance with applicable codes and DESIGN OR CONSTRUCTION ERRORS - Provide solid bridging @ 4'oc @ all bearing walls. - HANDRAILS, Handralls shall be provided on at least one side of each stairway with governing regulations, NEW 2ND - Provide solid bridging @ max G'oc @ all framed floor systems, two or more risers. Handrail height, measured above stair tread nosings, shall be THE CONTRACTOR SHALL VERIFY BEFORE NEW CONSTRUCTION THAT ANY FLR DECK 7 Standard spacing of all framing rlembers shall be 16'oc (U,❑,N,) plus additional not less than 34' and not more than 38'. All required handrails shall be continuous EXIST C❑NSTRUCTI❑N TO BE MAINTAINED IS STRUCTURALLY SOUND AND N 1a.s where needed, All wall framing shall be 2x4 U,O,N„ Align all joists & rafters the full length of the stairs from a point directly above the lowest riser of the IN CONFORMANCE WITH THESE PLANS, 11.5 °0 14 SECONDARY 34 21 FY � with studs, flight, Ends shall be returned or shall terminate In newel posts or safety terminals. 0 Handrails adjacent to a wall shall have a space of not less than 1 1/2' between - The installation of all equipment and material shall be done in a professional Provide all gyp, bd Hailers as required, workmanlike manner and in accordance with manufacturers specifications 8 2 STORY � the wall and the handrail, p M � - Do not notch bears or joists, and recommendations, All equipment and material must be new, 19 DWELLING - The contractor shall coordinate with all other trades to provide blocking, - HEADROOM. The minimum headroom in all parts of the stairway shall not be less 2s.s PORCH LLJ than 6 feet, 8' measured vertically from the sloped lane adjoining the tread - The Contractor or Owner shall obtain all required permits & Inspections from NEW ELECT framing, openings, etc, as required, Y p p j g agencies having jurisdiction thereof, GENERATOR 12 21 MLO nosing or from the floor surface of the landing or platform. - Alt wall top plates to be doubled & lapped @ intersections. - ILLUMINATION; PROVIDE ARTIFICIAL LIGHTING FOR ALL SECTIONS OF ANY INTERIOR - ALL existing conditions are shown rough, actual field conditions may vary, All SLAB ,a NEW w 0 NEW Q - ALL TOP PLATE SPLICING SHALL BE MIN 5' AND MIN (12)IOD COMMON NAILS EA STAIRWAY. THE CONTROL FOR INTERIOR LIGHTING SHALL BE ACCESSIBLE AT THE TOP AND dimensions and size designations given are subject to on site adjustment to WOOD N COV --D fit job conditions, FRAME 15 N PORCH z - All structural steel shall be ASTM-A36, BOTTOM OF EACH STAIRWAY. DECK N - Bolt flitch beams with3�' ASTM-A325 bolts, nuts & washers staggered - BEFORE THE START OF C❑NSTRUCTI❑N THE CONTRACTOR SHALL VERIFY WITH e 7 I THE ACCURACY AND CLEARITY OF THE PLANS AND N❑TIFY THE ARCHITECT ROOF 17.5ovER @ 16'oc and min, 2 each end, OF ANY DISCREPANCY OR QUESTION OR OF ANY REASON THAT THE WORK - Unless otherwise noted on the plans all ceiling joists shown shall be assumed CAN NOT BE INSTALLED AS PLANNED, structural for roof framing. Lap and securely fasten all, ceiling joists to each GUARD NOTES - Before construction begins the Contractor shall locate and identify all EXIST WOOD DECK ON GRADE NOT SHOWN other and to roof' rafters, existing surface, subsurface, and overhead installations that may be b - All ridges, hip rafters, & valley rafters shall be sized to fully support � affected Y the new work, The Contractor shall alter such conditions GUARDS REQUIRED, Porches, balconies or raised floor surfaces located more than as required b the new work, All such alterations shall be done in the face cut of all attached rafters q y EXIST 30' above the floor or grade below shall have guards not less than 36' In height. accordance with all regulations and standard practice AND APPROVAL 20X40 All exterior fasteners shall be galvanized including sheathing nails, Open sides of stairs with a total rise of more than 30' above the floor or grade FROM ALL AUTHORITIES I IG - U,O.N. Provide 2X6 collar ties @ 4B'oc in upper 1/3 of all attic spaces below shall have guards not less than 34' In height measured vertically from the POOL attached as per the nailing schedule. nosing of the treads, - NO EXCAVATIONS WITHOUT APPROVALS FROM ALL REQ AUTH❑RITIES - All plywood sheathing shall be 1/2' fir except where adjoining existing 3/4' GUARD OPENING LIMITATIONS, Required guards on open sides of stairways, raised - Before construction begins the Contractor shall verify existing soil sheathing. Where adjoining any 3/4' sheathing provide 3/4' to match or replace floor areas, balconies and porches shall have Intermediate rails or closures that bearing capacity at min, 2000LBS/SF, existing 3/4' sheathing with 1/2'. do not allow passage of a sphere 4' or more in diameter. - These drawings do not include components necessary for construction - INSTALL ALL SHEATHING INCL GYP BD PERPENDICULAR TO FRAMING AND safety, The Contractor shall be responsible for the construction methods, 100 STAGGERED @ 4'❑C procedures, and conditions for safety including applicable OSHA - Double FJ under all posts or po'nttoads, requirements, - The contractor shall V.I.F. that all existing framing is In accordance with these REaWRED M ACTUAL M ! - Follow written dimensions, Do not scale drawing, plans and upgrade any existing framing as required to be in accordance with ZONING DATA PERMULD PROVIDED M= - Provide line voltage battery back-up interlinked smoke detectors and SITE these plans, LOT AREA (SF) NA 19,500 carbon monoxide detectors in accordance with all applicable regulations, - PROVIDE SOLID BRIDGING @ 4'❑C FOR MIN 2 BAYS AT ALL FLOOR PRIMARY FY (LF) 35 59.2 The latest version of governing regulations shall take precedence over SCALE: 1"=20' what is shown in the plans U❑N, J❑ISTS PARALLEL T-❑ END WALLS SECONDARY FY LF 20 34.9 - - PR❑VIDE MTL TEC❑'S @ ALL FLUSH FRAMED CONNECTIONS JURISDICTION: SOUTHOLD Site data taken from :survey SY LF All work shall be performed during normal working hours and days and 10 11.5 shall be in compliance With local re utations governing same. by. KENNETH M WOYCHIUK Property Zone: R40 P 9 9 9 �\ Survey \v RY LF 35 74 y dated: 2/1/20 - PROVIDE CONTINUOUS LOADPATH FOR UPLIFT FROM RIDGE P RIDGE HT (LF) 35 30.E The Contractor shall provide legal dis osal of all demolition and Principal Use: RES p g p ® PROPOSED 2 TO F❑UNDATION. WHERE ANY C❑NNECTION DETAIL IS UNCLEAR OR construction debris, The job site shall be kept broom swept and free STORY ADDITIONS MISSING CONTACT THE ARCHITECT SEMM 280--2 MING scFEDIAE LOT COVERAGE (7.) 20 20.07 from accumulated debris, (V� FUR OUT PLUMBING PARTITIONS 2' AS REQUIRED PROPERTY LlN7E ~_ THE ARCHITECT IS NOT RETAINED FOR THE SUPERVISI❑N OF THE WORK. ALL EXISTING C❑NSTRUCTION TO BE MAINTAINED SHALL BE REMEDIED AREAS (SF).BLDG WITH ADDS 2523,9 AS REQUIRED TO BE IN ACCORDANCE WITH THESE PLANS, PORCH 212.7 1ST FLR DECK 336 2ND FLR DECK 157.5 POOL 800 ' TOTAL 4030.1 FOUNDATION NOTES: NAILING SCHEDULE: All concrete construction shall COMPLY WITH THE APPLICABLE STANDARDS LISTED •1� CLIMATIC/GEOGRAPHIC DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS IN CHAPTERS 19 & 20 OF ACI 318 OR ACI 332 NUMBER AND SZE SPACING OF - All poured in place' concrete shall be air entrained and assume a minimum DESCRIPTI❑N OF BUILDING ELEMENTS OF COMMON NAILS FASTENERS SUBJECT TO GarySpinello ArchItoultimate compressive strength of 3500psi @ 28 d WIND DESIGN DAMAGE FROM ct ays for eXt SLabS & GROUND SEISMIC WINTER ICE RR/CJ TO PLATE - TOE NAIL 3-8D PER MEMBER SNOW DESIGN DESIGN SHIELD FLOOD AIR MEAN steps, 2500psi for int slabs, and 3000psi for foundations, LOAD SPECIAL WIND CAT FROST TEMP UNDER- HAZARD FREEZING ANNUAL LOAD WIND TOP❑ WIND BORNE WEATHERING LINE TERMITE (DEGREES F) 523 POST AVE.WESTBURY NY 11590 CJ TO PARALLEL RR (TOE NAILED) 11-16D PER CONNECTI❑N SPEED EFFECTS REGION DEBRIS DEPTH LAYMENT INDEX TEMP - Block to be ASTM--C90, f m=1500psi Mortar to be ASTM 270, structural, z ZONE 516-319-3115 - All conc blk shall rest on min 8 high continuous PC f tg, CJ LAPS OVER PARTITIONS - FACE NAILED 11-16D PER CONNECTION GMSpinello@gmaii.com MODERATE - Reinforce all c CT TO RR - FACE NAILED 5-16D PER CONNECTION TO HEAVY onc btk Walls with (1)#3 deformed rebar continuous from ftg t0 25 130 NO NO YES B SEVERE 36' 15 YES NO 599 51 F top of wall @ 2'oc:. Solid fill space around rods with mortar or concrete grout o r � BLOCKING TO RR - TOE NAILED 2-8D EACH END - Provide 'DurowalL' mtL horizontal reinforcing @ every 3 courses of block RIM BOARD TO RR - END NAILED 2-16D EACH END above grade, FILL all concrete block solid for min 32' width under all point loads, JACK RAFTERS TO HIPS & VALLEYS - TOE NAILED 5-16D PER C❑NNECTION - Parge all exposed block work fer a finished look. TOP PLATE TO TOP PLATE - FACE NAILED 2-16D PER FOOT DESIGN CRITERIA 2020 RESIDENTIAL CODE OF NYS - Concrete & mortar shalt not be installed when the ambient temperature Is Less TOP PLATES AT INTERSECTIONS - FACE NAILED 4-16D J❑INTS-EA SIDE AF&PA WOOD FRAME CONSTRUCTION MANUAL (WFCM), 2015IRC, 2017 NYS UNIFORM CODE SUPPLEMENT. than 40 degrees. Nor shall they be installed during wet weather or under any Lo conditions which may adversely affect the control of concrete curing, STUD TO STUD - FACED NAILED 2-16D 24'OC PROJECT a THESE DRAWINGS ARE INSTRUMENTS OF - ALL footings shalt rest on level undisturbed soil min, 3'-0' below grade, HEADER TO HEADER - FACE NAILED 16D 16'OC ALONG EDGES SERVICE AND AS SUCH ARE THE SOLE PROPERTY ADDITIONS - Provide 2x4 key-way in all footings, � - Top of all foundations shall be min 8' above grade, 3 STUD TO PLATES - END NAILED 2-16D PER C❑NNECTION OF THE ARCHITECT. INFRINGEMENTS OR ALTERATIONS BY OTHERS ARE PROHIBITED. ALTERATIONS TO - The contractor shalt verify a minimum 1 ton/SF soil bearing capacity before work BOTTOM PLATE TO JOISTS - FACE NAILED 2-16D PER FOOT CODE REQUIREMENTS MAY BE HAND WRTTEN DWELLING begins, JOIST TO SILL/PLATE/GIRDER - TOE NAIL 4-BD PER JOIST DRAWING LEGEND ONTO THE PLANS BY REGULATORY AGENCIES. ` - The contractor shall coordinate with all other trades providing any necessary 0 l sleeves as required, V BRIDGING TO J❑IST - TOE NAIL 2-8D EA END - Damp-proof all foundation walls below grade with bltuminous plastic cement before POST IN WALL. UON p p g p u_ BLOCKING TO J❑IST - TOE NAIL 2-8D EA END � � MIN (3)2x4 VIF = VERIFY IN FIELD back filling, Finish grade to provide positive drainage away from foundation, Of MIN 3" BEARING REVISIONS: TAX SBL� 71 2 20 - Pin new foundation Watts to existing With 8' #5 rebar @16'oc vertically. Grout solid 0 BLOCKING TO SILL OR TOP PLATE - TOE NAIL 3-16D EA BLOCK ZONE FB INSUL - Provide X' organic: expansion joints where stabs meet foundations or LEDGER BARD TO BEAM - FACE NAILED 3-16D EA JOIST 3040 DH RIGID INSUL DATE REVISION other construction, Provide control joints @ every 100 sf, Minimum, DRS/WINDOWS - Provide (2) #5 rebar at all ftg's & haunches, Place rebar 2,5' up from JOIST ON LEDGER TO BEAM - TOE NAILED 3-BD EA JOIST 4 =3'-0"X4'-O" DESI &AIION GIVEN IN 7/31/21 DOD LTR DATED 7/30/21 SITE bottom and in from sides BAND JOIST TO JOIST - END NAILED 3-16D EA JOIST FIRST. - Provide Ott framing connectors between all conc piers and wood framing, PER FOOT SECTION LINE 1/24/22 SITE PLAN & ZONING R BAND JOIST TO SILL OR TOP PLATE - TOE NAILED 2-16D 8/2 0/2 2 ADD REAR YARD COVERED S❑U T H❑L D NY - PR❑VIDE ANCHOR BOLTS AS PER T-IE ANCHOR BOLT SCHEDULE, PROVIDE MIN a DECK 7' EMBEDMENT INT❑ CONCRETE ANB 15' EMBEDMENT INT❑ C❑NC BLK., PROVIDE A 1/2' CDX PLYWOOD BD 6'❑C a EDGES - — — — — LINE OF OBJECT ABOVE rn POINT LOAD FROM ABOVE 3' SQ WASHERS FOR ANCHOR BOLTS, PR❑VIDE BOLTS WITHIN 12' OF ALL CORNERS, 12'❑C @ FIELDS v_a 4'OC @ GABLE RAKE gED A&C DATE, 7/14/21 o= OVREHANGS LINE OF OBJECT BEHIND Spy �� — — — — OR IN FOREGROUND ����� < SCALES 1/4' = 1'-D' VON. DETAILS NTS 1/2' CDX PLYWOOD 8D 6'EDGE/12'FIELD 00 oo DOOR IN WALL o DESIGNATI❑N GIVEN IN w LINE OF OBJECT REMOVED M x FEET & INCHES, WIDTH 711�EXTERIOR DOOR LIGHTING 3 vi � BM,HDR,GIRDER FIRST, AT ALL NEW EXTE=RIOR DOORS PR� VIDE AN EXTERI❑R LIGHT CONTROLLED BY = 3/4' T&G PLYWOOD 8D 6'EDGE/12'FIELD ABOVE v PROJECT #1 35021 ®2647® AN INTERIOR SWITCH LOCATED AIJACENT TO THE DOOR o= _ Sp CM SMOKE DETECTOR/ALARM ®FNEW� JOISTS ABOVE CARBON MONOXIDE DETECTOR/ALARM REU I R E D I N T E R I R L I G H T —��m- PROPOSED WALL FOUND WALL OR WALL 0 0 1 I 0 0 Q TO BE MAINTAINED PR❑VIDE ARTIFICIAL LIGHT CAPABLE OF PRODUCING AN AVERAGE ILLUMINATI❑N ANCHOR BOLT SCHEDULE OF 6 F❑❑TCANDLES OVER THE AREA OF EVERY ROOM AT A HEIGHT OF 30' AFF USE 5/8' BOLTS @ 45'OC FOR NEW AND EXIST. HOLD DOWN 1 ❑F 6 DOB NUMBERS RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. . SEE DETAIL � OCT 2 p17 i REVISIONS: FINISH SCHEDULE DATE REVISION WALLS GYP BD, SEE NOTES/SCHEDULES 1/27✓22 DEMO PLAN CEILINGS GYP BD, SEE NOTES/SCHEDULES 9/20/22 ADD RY C❑V DECK FLOORS CARPET, CERAMIC TILE, FLOATING INTERLOC FLOORS @ KITS/BATHS CERAMIC TILE, SEE CERAMIC TILE NOTES EGRESS WINDOWS WALLS @ TUBS/SHOWERS CERAMIC TILE, SEE CERAMIC TILE NOTES ALL BDRM CASEMENT CCA) WIND❑VS SHALL BE EGRESS WIND❑WS FIRE CODE: Openings designated as egress shall have a min opening area of 5,7sf - Provide 5/8' 'type X' fire resistant gyp,bd. 3/4 hour assembly (5 sf for grade fir openings), a min opening width of 20', a min @ all attached garages and boiler/furnace room GYPSUM BOARD INSTALLATION opening height of 24', and a max sill height from the finished floor - Provide 3/4 hour fire rated self closing doors between of 44'. These openings shall loe operational from the Inside of the attached garages/heating plants and other Interior spaces U❑N ALL GYP BD TO BE 1/2', AT B❑ILER RM & GARAGE PR❑VIDE 5/8' TYPE X FIRE RATED room without the use of keys or tools, MANUFACTURER BY OTHERS. COMBUSTION AIR FROM OUTD❑❑RS, PROVIDE COMB AIR FOR ALL COMB GYP BD, INSTALL ALL GYP BD PERPENDICULAR TO FRAMING, STAGGER ALL BUTT J❑INTS @ - PR❑VIDE APPROPRIATE HDWR AS NECESSARY TO MEET THESE REQUIREMENTS HEATING EQUIP BY MEANS OF 2 DUCTS INSTALLED WITHIN 1' OF FLR AND 4'❑C, FASTEN TO FRAMING WITH 1-1/4' DRYWALL SCREWS @ 7'oc EDGE/10'oc FIELD, CLG, EA SHALL PR❑VIDE 1SI OF VENTING FOR EVERY 4K OF TOTAL EQUIP BTU/HR WINDOWS/DOORS COMBUSTION AIR FROM IND❑❑RS, AVAILABLE AIR VOLUME MUST BE GREATER CERAMIC TILE NOTES - NOMENCLATURE IS GIVEN IN FEET AND INCHES, WIDTH FIRST, SEE LEGEND THAN 50CF FOR EVERY 1K OF BTU/HR FOR THE AGGREGATE OF ALL COMB HEATING EQUIP. AT WALLS INSTALL CERAMIC TILE OVER 1/2' CEMENT BOARD FASTENED AS PER - TOP OF WIND❑W R❑'S 80' AFF U❑N - Provide thermal Insulation @ boiler/furnace room as per energy notes, MANUFACTURES REC❑MMENDATI❑NS, AT FLOORS INSTALL CERAMIC TILE OVER 3/4' - FENESTRATI❑N LOCATIONS TO MATCH PLANS & ELEVATIONS, NOTIFY THE - PR❑VIDE ALL PLATES AND BRIDGING AS SHOWN ON THE CROSS SECTI❑N REINFORCED DRYPACK OR 4' PC SLAB, ARCHITECT OF ANY DISCREPANCY PRI❑R TO FRAMING, FOR FIRE BL❑CKING - LINE ALL EXTERIOR DOOR & WINDOW ❑PENINGS WITH SELF ADHESIVE - D❑ NOT USE EXPOSED FOAM INSULATI❑N ON THE INTERI❑R OF DWELLING BUTYL RUBBER FLASHING BEFORE UNIT INSTALLATI❑N, LAP WITH FELT AS REQ - ALL WALL AND CEILING FINISH SHALL BE PAINTED GYP,BD, CEMENT BOARD INSTALLATION FOR PROPER DRAINAGE, - ALL FB INSULATI❑N SHALL HAVE A FLAME-SPREAD INDEX NOT TO EXCEED 25 AND A SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 ALL CEMENT BD TO BE 1/2'/ INSTALL PERPENDICULAR TO FRAMING, STAGGER ALL BUTT J❑INTS AND LAYERS @ 4'0C, FASTEN TO FRAMING WITH 1-5/8" GALV SCREWS @ 7'oc EDGE/10'oc FIELD, 21' 32'-1" 19, 32'-1" 10' ==4 8'-8" 9'-6" (2)2848 CA 2436 CA a0 _ ————— LINE OF DECK ABOVE ———— ' 2 ■ (2)2848 CA (2)2848 CA I ( ) 6X18 PSL DROP GIRDER SHOWER 2x10 HDR (2)2X10 HDR (2)2X10 HDR —, I I 11 17'-2Jt2" " 8'-6)tj" 5' RAILINGS: II I 14'-1" O 6' 10'-8" I II PROVIDE 2X8 FLUSH LEDGER in FOLLOW STAIR & BOARD FASTENED TO WALL NEW 2X70 FJ NEW ■ 10" SQ POLY CLASSIC FRAMIMG WITH (1)5/8' DIA I ® NEW CANTELEVER (2)2X10 FJ ■ GUARD NOTES N 1 COLUMN BY TURNCRAFT — — _ — OR EQUIV ON 2X2 Uo LAG BOLTS STAGGERED O 16" I o O F,71 ¢ N II i I II I ®16" O.C. " ®16" O.C. ap i MASONRY BASE WITH OC.. PROVIDE FLASHING I �a = SISTER TO EXIST `j O U TO NEW DECK STONE COPING. TYP x 10 BETWEEN NEW LEDGER AND I "F X M 5/4" ACQ DECKING I I I rn m I I I OF 2. SEE COLUMN "' EXIST BOX BM. TECO DECK I " m I I JOISTS TO LEDGER N THESE DRAWINGS ARE INSTRUMENTS OF CONNECTION DETAIL ( .. N BDRM 1 BATH BA c. " I( I a' CLG. 5 BATH �I 8' CLG. O 8' CLG. SHOWER Q I I I 206 SD 8'CLG.215 SF m l EXIST 15' OH DR 149% AIR N 60 SL 10.9% AIR N 0 BID 4 oI VI I I OF THE ARCHITECT. INFRINGEMENTS OR (5)2X4 (2)16"lVL HDR SERVICE AND AS SUCH ARE THE SOLE PROPERTY 2668 N (2)2X10 H R Dp in LL POST I I Do I \ I 2xto CJ— ° 6' CLG. o I / I I ALTERATIONS BY OTHERS ARE PROHIBITED. TYP EXISTING 13'-3" 5'-2" \�I 016" O.C. 219 SF SD I.' z / I I CODE REQUIREMENTS MAY BE HAND WRTTEN I " I 2X10 FJ— ; 20.5% AIR �I 20-% 016" D.C. — L —! m z — I I ONTO THE PLANS BY REGULATORY AGENCIES. I CL CL II N m 2X10 CJ— II I 14' a I' M EXIST NEW 2666 M BDRM 6 I I00 - I I WASH DGAS RYER. 00 8' CLG. SD � N L—————————-———————J I BDRM 2 0 D:T C3 m 232 SF O N UJI PROVIDE 2X12 FLUSH ONEXT = 221CSF w a a 18.1% AIR 2668 II ��� = 3 II N LEDGER BOARD ■ WIC ('o ■ �F I I r N a Q EXISTING GARAGE FASTENED TO WALL 8' CLG. N rn 10.2% AIR N o� I I PULL X TO REMAIN FRAMING WITH I ' (1)5/8" CIA LAG EXIST n S z ■ U O I i CM SD I / \\ I s R 2668 N ih BOLTS STAGGERED ® as M ISEE NEW MUDRM 2 2X10 FJ I o c 2X10 CJ— "' I/ \I ENERGY V ix SEE FIRE 2k12 FJ_ 16" OC. TECO FLR 6'-9) 3'-9" O — m o- X I I N �/ NOTES. I iix CODE NOTES JOISTS TO LEDGER a N < o N O N i v 016" O.C. L—3 op N a2" O.C. ®16' O.C. ro x O c" CAB �, I I Li FF TO ALIGN W/EXIST CL SISTER TO EXIST " X ( BATH CL CO I I , s° " v '► Gary Spinello - Architect ® N N 8' CLG. I I 0D I I VIF SILL IN SOUND CONDITION. rXE 02668 Flo' , CLREMOVE TOP PLATE ANS SISTER Exlsr sue ZERO _8 » 6' S' 5 �C \ i 523 POST AVE.WESTBURY NY 11590 NEW STUDS TO NEW HEIGHT AS REQ FOR NEW FF TO MATCH EXIST. =J PROVIDE NEW TOP PLATES AS PER _ I \ I I 516-319-3115 THE FRAMING NOTES. 2X10 CJ— LOFT 100 GMSpinello@gmail.com CL — — CL s owER 016" O.C. e.�� I I I 1 � LAV 120)s2T X I -- oREMOVE ______________________ N GAS NEW 8' CLG. CL I I GAMBREL // I BDRM 3 � I I I I ■ I EAVE / I 3 II BATHRM ---------------------- w (3)2X4 WALL 4' 4' (4)2X I 8' CLG. a I� POST OVEN POST I I L---------------------- / I 247 SF SD ■ II ■ m I m 1--------== ------------ 9.1% AIR ' i I l NEW GAS N m (2)2X12 WITH 5/8" o '� I o II JENN-AIR ( � m STL PL FLUSH I = WALL BELOW I I a I O I ��, LL-------- "' 3R SEE STAIR 8' CLG. ® (2)2X10 FJ i N Uj GIRDER N I J — m FOYER I o Z I I J< UARD KIT ®16" O C o= 3068 " 2X10 CJ— I = F. Nos OO -jo FOYERI SITEI SISTER TO EXIST i Nawo 2 STORY CLG ®16" D.C.°'C' BELOW a IFT ii ■I �' o N Li 5' 14'-3jr�" 1R 3RI SEE 0 5' 14'-1J�" I N W II 350 HARBOR LIGHTS DR —-� II O1 io STAIR N i S❑UTH❑LD NY EM BATH a NEW UP to &GUARD ANCHOR BOLTS �" " FIXTURES HANSINK 1+12R NOTES. VIF OR PROVIDE THAT ANCHOR BOLTS 14'-1" GARAGE EXIST ARE PROVIDED IN ACCORDANCE WITH SEE STAIR I I REMOVE ® DN 17 LANDING THESE PLANS. RETROFIT WITH SIMPSON __ NE' i� R GUARD I 3' CLG/ROOF �� 2668 ON 1R I TITEN HD ANCHORS AS REQ.. DN NOTE STAIR —J c ii ---------------------- (5)2X4 �r11 II EXIST BREAK IN CLG TO REMAIN (4)2X4 POST I I� EXIST CONDITIONS II II o 2X8 RR POST I I L'J LI = 2X6 CJ SEE STAIR & m NEW I VERIFY OR PROVIDE BEFORE CONSTRUCTION ■ GUARD NOTES. a THAT ALL EAST CONSTRUCTION TO BE ——�I —— DATE, 7/14/21 iv CONDITION 016" O.C. `j DOUBLE FRAMING MASONRY 10 MAINTAINED IS IN SOUND STRUCTURAL 6'-3)c7 CONDITION AND IN ACCORDANCE WITH N o> Iv InOPENING. PORCH 0 FLOOR 1, THESEPLANs SCALD 1/4' = Y-U' UUN, DETAILS NTS I R E TRUSS ABOVE. SEE SECT A-A I, EXIST KITCHEN TO BE ==-r------------------ — — — — — MASONRY o Q TRUS ORD EL Q 1 REPLACED. REMOVE �I DECK c`i PAVERS ON PC Iz HEADERSCO) ALL EXIST CABS, ' REM 2ND Ij Ir SLAB. SEE I= PROVIDE MIN(2)2X8 HDRS O ALL 00 00 PROJECT #1 35021 1 FIXTURES, AND I I FLR DECK II o m SECT B—B. WALL OPENINGS UON ON THE PUNS It I APPLIANCES I I 11 = N I FOLLOW FRAMING NOTES N 00 II I, 8-POST-TYP 10" SQ POLY CLASSIC I (3N I 11 11 OF 3. SEE S� I COLUMN BY TURNCRAFT -� Ir II DETAILCONNE OR m a MASONRYV ON BASE 3 = U O m I I� ■ ■ = 3 d o 0 EXIST O • • = 3 „ „ ,, o LR/DR00' '' fO ,I X CD STONE COPING. TYP " R A II " '' 1, N LR/DR TO REMAIN �, N DOUBLE FLR JOISTS X BELOW N m N m � M�PR� �.IL__JL -------JL__- -__ J I OF N SEE COLUMN UNDER ALL HDR OR o " o 1 rTT TT-1- 1r--- ---�I CONNECTION DETAIL N 1 1 , „ i, DN GIRDER POSTS LION .. 0 I I I I I 1 1 II I 1R 2X6 RR/CJ Q -----------------I I I I I I I I 1 11 �i I I I I ■ c6i — L1J_L11 1 11 1 1 / 016" O.C. --------•-------1 IJ -LI ---- �' I I I I I N i DO U I' LINE OF FLR ABOVE TO REMAIN I r-_-_-7I I' 1 1 I I 0 `r y ao '- -� 'I ' ' ' ' °� 3R / TRUSS ABOVE. SEE SECT A-A N N I EXTEND ALL N 1 I I PERIMETER POSTS D L N I' 1 1 IFE AIR — TO FOUND WALL II i1----L iI STOOP I i I I GUARD0 — — — — 1, 2ND FLR DEMO; I I I I I NOTES_. DD to m (5) T II , , , , X x OST NEW MASONRY I II WALL REMOVE ALL ROOFS ,I , I , , N N EA END FIREPLACE CENTERED, iv 0 026470 ®FN1 �®�� I DEMO PDLAN D E REMOV NG GARAGE. WALL ADDED TO I j 1 I I 1 (3)2X10 HDR I SEE DETAIL 1 I — II REMOVE ALL 2ND FLR DEMO PLAN DUE II 1 I I — — (2)2X4 I� TO PROPOSED 12' WALLS TO 2ND FLR DECK. TO PROPOSED jr-'--J_1_L..J POST m DOOR REM GAR CLG. ADD 2ND WINDOW, IN-FILL I� (2)2X12 TOP PL m 8' AFF 11I1 FLOOR DECK DUE TO & REPAIRS � (2)2X72 HDR (2)2X12 HD ----_ (2)2X10 H (2)2 0 HDRCANTILEVER & OFFSE loll \ 11 ROOF� LOADS. I (2)2848 PW� 2848 CA 2848 pyy 2646 CA 2848 CA 2g4g pyy 2848 CA (2)2g pyY I j WALL ADDED TO II DEMO PLAN DUE jI 12' 8'-4" NEW BILCO 8'-4" _____ __-____-� TO PFOPOSED II DR BELOW , FIR PLACE & �I 32-1 WINDCW 6' �- i! 32'-1" LL' --------- --------------_'�JIr 7' 2ND FLR PLAN I 0 1ST FLR PLAN (ALL WALLS ARE NEW) SCALE: 3/16`=1'-0" SCALE: 3/16"-1'-0' orig...1 ST FLR DEMO PLAN SCALE: 1/8"=1'-O" REVISIONS: 21' 32'-1 DATE REVISI❑N " 14' 7/31/21 DOB LTR DATED 7/30/21 to --_w----_� 8/20/22 ADD RY C❑V DECK MINIMUM DESIGN LIVE LOADS (LBSISF) '� 11 � 7'-E24---- B- PC WALL ON Ir-------------I r—� 8xi6� .MIN 11 II 2X2 PC PIER •, 1 1 0EW CS VENT 1 8X16 PC FTG IN II II N UNDER NEW I 1 2' PC SLAB ON 6 1 1, N HEADRM T� 1 : I LINE WITH EXIST R❑OF 25 2X8 RR m PORCH PIERS I MIL POLYETHYLENE _— ____1ST FLR 40 016" O.C. ABOVE TYP OF 2 VAPOR BARRIER ON 2ND FL.R 30 1 11 1 I COMPACTED FILL 1ACCESS ——I FOUND PIN 2X8 RR _ i __ J I TO NEW CS I I FOU TYPND SEE — —)_ __--__—__--4-- FOUND NOTES SIMPSON H7Z i� ----------- 01s" O.C. I I F-J L-� RR TO STUD/HDR 1i I 11 i i rig VIF BEFORE m 0 I I I I L J CONSTRUCTION I Ix oo io I I 1 I EXIST 8' PC FOUND 1 I 'I N g I U 11 I I WALLS ON OX16 PC o- o II 11 FTGS O CELLAR 1 I 1 1 EXIST UNEXCAV I I o I I ALLOWABLE DEFLECTION ' VIF BEFORE II 2X10 RIDGE WITH VENT TYP N 11 I I CONSTRUCTION 8' z 1 I I 1rill PC FOUND WALLS I 1 m I I 11 1n 1ON 8X16 PC FTGS EXISTING L J 30 EXISTING STEP FTG 1:2 N 1 1 o a I I SLOPE MAX. TO MIN STRUCTURAL MEMBER ALLOWABLE DEFLECTION 'I I 11 1 GRDE 3' BELOW I I UNFINISHED Hzz 016" FJ (SEE R❑❑Fs L/18o 0 � 1 CELLAR TO �� 016" O.C. ELEVATIONS)CEILINGS L/240 '1 x fO 1 o� 11 I J I REMAIN MZ 11 M INT WALLS H/180 it a1 +`00� I I r 7'-9" CLG. �O� om I 5' EXT WALLS H/120 FLOORS L/360 I + o I I I I 1 I—�J X 0 OTHER L/240 �lQ I 1 1 I N z I I CHANGE IN PITCH TYP is I I I I a PROVIDE TRIPLE a SIMPSON LSTA STRAP TIE IL TRIMMER I 1 L_—————————————— I EXISTING w m REM ATTACHING STUD TO I—_____________= RAFTERS AND L— 1 2X10 FJ— w EXIST PROPOSED GIRDER. WRAP (3)2X10 HDR O I ——— —————— I 016' O.C. NIN ' STRAP TO BACK SIDE. MIN I EYEBROWDORMER 1 I I sD L J ' I I RAILING, LIGHTING, AND I I 8" LAP ONTO STUDS ^ I B O I I I 2X8 RR — I I HDRM AS PER THE STAIR B _ I1 016" O.C. 1 �° I I I y & GUARD NOTES 1 2ND FLR WALL I1 2XB RR _ I 1 I zo I II 11 016" O.C. 1 ' I wF BEFORE �Sl—- — F—-I�i EXIST r 4" PC SLAB WITH TO HDR a 1 I CONSTRUCTION c�z UP J i' ri -'11 z I I EXIST 8' PC FOUND F'�Lt— C STRAPPING I I -� REINFORCING #'°CI WWM n 1 2X8 FJ _ WALLS ON 8X16 PC N z I IL 1 2- REINFORCING IL FTGS 0 CELLAR n= L_____ J�J I 2 COMPACTED FILL. ON z io i 016" O.C. I I z v i i I I PITCH AWAY 0 ::,. . 0Io " ozIj (�jREMOVE EXIST I I NEW /a • m1 Ix I I OIL BOILER ANDICHIMNEY ABOVE I I UNEXCAV0 � r L- -J I 1 2X2 PC PIER N Nw J RELOCATE 1 IREM 1' 4 UNDER NEW in I M wo OIL BOILER 1 EXIST PORCH PIERS C o I A 1 I FOUND PIN AS SHOWN OIL I TWIN ABOVE TYP OF 4 TYP`.,r'ly" �•.:i :;:•:;:'.,t:.' II x fO a I + FOUND NOTES PROVIDE 5/8• 1 I A co TANK 20" DIA 10' DIA :,:: :,>s;, ii4... :;:;."•.: .;�::,, .:_,m 1}0'.�, y I I TYPE "X" 1 PC PIER PC PIER 1 I EXIST 6068 SL ¢ GYP.BD. ABOVE 1 I NEW 8" PC DOOR TO REMAIN I. �:4e ••'` ::(l;:. :,ri f:.y: :;i'•:w `�'r';y'. '` I F i ——— o —————— HEATING EQUIPMENT FOR I I PORCH WALL I F — A DISTANCE OF I FOUND PIN N " 1 3' OUT IN ALL I Y 1-1/4 20 GUAGE COIL STRAP ATTACHING SIMPSON LSTA II I) ' ' I NEW CELLAR o � J (_ '9 DIRECTIONS Co I 1 FOUND USE SIMPSON DSP. FILL ALL HOLES STUD TO BOX BEAM. FASTEN WITH MIN STRAP TIE I I ------- I 1 EXIST SLAB TO REMAIN 1O r fD I I NOTED WITH 10D COMMON NAILS. USE ® (5)10D COMMON NAILS IN STUD AND 5 IN ATTACHING RR TO 1 L------- sJ I T;;� L--_-- M J INTERIOR OR EXTERIOR. BM. FASTEN BOX TO SILL WITH SIMPSON RR 0 RIDGE WITH -) RETROFIT TIE DOWN (SLAB). DSP. FILL ALL HOLES WITH 10D COMMON (5)8D COMMON -BXT L_ 6 �'�";'C's- - ~•� NAILS. NAILS INTO EA 12' 15' VENT -4r 4— — J REQ @ GARAGE RR. ADD LSSU 0 32'-1" 7' THESE DRAWINGS ARE INSTRUMENTS OF RETR❑FIT TIE DOWN. REQ @ CATH CLGS 8" PC WALL ON NEW 4'X6' PC FOUND ON NEW 8" PC WADS SERVICE AND AS SUCH ARE THE SOLE PROPERTY 8X16 PC FTG IN 5.5'X7.5'X20" PC FTG. EXIST EXTERIOR WALLS RIDGE STRAPPING LINE WITH EXIST SEE DETAIL BILCO DOORS EE UPPER ROOF PLAN DETAIL OF THE ARCHITECT. INFRINGEMENTS OR SCALE: 1/8"=1'-C' ALTEIRATIONS BY OTHERS ARE PROHIBITED. FOUNDATION PLAN CODE REQUIREMENTS MAY BE HAND WRTTEN ONTO THE PLANS BY REGULATORY AGENCIES. RIDGE RIDGE VENT VENT I � Gary Spinello - Architect 1 Ar 2X6 CT 0 48"OC 8 2X12 RIDGE 2X12 CT O 16"OC 2X12 RIDGE ELEVs 523 POST AVE.WESTBURY NY 11590 PROVIDE STRAP TIES 516-319-3115 ';:_�.v;•::y.N`.:, n AND ANODIZED `; ;:.•. ;•:: FLASHING TO MATCH GMSpinello@gmail.com ':::. ='::':.• ':;:,.. ATTIC ROOFING AT CHANGE R19 FB ATTIC \` (SEE ATTIC NOTES) tK x IN PITCH v INSUL :':•. �:,....::�:::•,: :Ss• (SEE ATTIC NOTES) `s ". :�• '.' (SEE FRAMING NOTES) (SEE FRAMING NOTES) RRs � PROVIDE ICE OC(2)2X6 ,;•;{ ;:: ., ,•; _ ,;::r R30 FB INSUL SHIELD FROM EVE F. TO MIN 24" INSIDE PLATES TYP 1-1/4" 20 GUAGE COIL STRAP ATTACHING cic a' AFF THE INTERIOR WALL LINE. STUD TO FOUND SILL PLATE. PROVIDE MIN ° (2)4X4 STI_ ANGLE TO ° ° 12" LAP ONTO STUD WITH (4)8D COMMON ° HDR. TYP EA END e o e o e ° ° R30 FB INSUL SITES NAILS. WRAP STRAP AROUND AND ATTACH (2)IOX68 STL PL TO SILL PLATE WITH MIN(4)8D COMMON R 15 O 5' MOF CONSTRUCTION ALL O W12 WNNDOWW NAILS. SUBFLR & SHEATHING NO f SHOWN. FEI INSUL APHALT ROOFING SHINGLES 34 ELEV$ 350 HARBOR LIGHTS D R USE SIMILAR DETAIL AT SLAB CONSTRUCTION TYP O M 15# FELT WALLS ft N 1/2" CDX SHEATHING SILL ATTACHMENT- CELLAR OR CS. TRUSS CONsr: o a RAFTERS BDRM 3 TRUSS LVL CORDS SPACED WITH SOUTH❑L D N Y REQ NEW C O N S T 2X8 STRUTS & SPACER BLOCKS AS REQ. ALL STL PLATES/ANGLES � � R79 FB 3/8% ALL FASTENERS 5/8" HEX E4VE CONSTRUCTION INSUL ROOF CONSTRUCTION 12 BOLTS. ; •CLAD FASCIA ASPHALT ROOFING SHINGLES + NTRi VENTED VINYL SOFFIT& 12 ON 30#FELT 3� 811 (UTTER & LEADER AS REG 14 SIMPSON H2 ON 1/2" COX SHEATHING COS TYP °� LAP CORDS TO EA o 0 0 0 o e S112AP URRICANE ON RAFTERS TE TIES • AFF TIE �C0(2) 1 DATE: 7/14✓21 TYP EA END OX44 STL PL 6 BLOCKING " TYP OF 2 = (2)2X12 WALL CONSTRUCTION BRACING VINYL SOFFIT HAIRDI BD SHINGLE SIDING 1' 2'-9" VINYL° SCALES 1/4' = 1'-O' UDN, DETAILS NTS EXIST I ON R-5 RIGID INSUL SOFFIT NOTE: FB ON TYVEK BLDG WRAP STRAPTO INSUL ON FRON AMING SPAN SHEATHING PROJECT #I 35021 SPAN STUD 2 STORY FOR KIT TO STUD COVERED LR/DR 2 STORY WHERE � 3' PORCH a0 MULTIPLE i� ;, DECK BE BT FlFLOOR SH FLOO CONSTRUCTION FOYER R SEE S CT EXIST ED A STORIES ON 3/4" T&G A-A R FB OCCUR, LYFLR ueFTLRS DECK OOF INSUL G,\� y M,sP F F FINISHED FLOOR TO 12" MIN LAP 8" ALIGN WITH EXISTING 8" ONTO STUDS WITH (5)8D EXIST FB INSUL FF EL: 10.7 EXIST FB INSUL COMMON i'= 1-4 NAILS INTO EA EXIST AVG GRADE EL:B lj 647 SIMPSON LSTA STRAP TIE _ _ ®F ATTACHING STUD TO STUD OR STUD TO BOX BEAM I I I I UNFINISHED 0) UNFINISHED I I I I FRAMING MEMBERS I `. CELLAR ALL SIZING AS PER FLOOR CELLAR REQ WALL STRAPPING L-J LJ PLANS AND FRAMING NOTES WALL CATS ADD 1ST FLR WALL CATS .AS SHOWN -- - - - - 0 0 310 0 SECTION A-A FENESTRATION NOT SHOWN SCALE: 1/4"=1'—O' SECTION B-13 FENESTRATION NOT SHOWN SCALE: 1/4"=1'—O" i REVISIONS: DATE REVISI❑N 8/20/22 ADD RY C❑V DECK ATTIC NOTES: 6X6 POST TRIPLE ® - Provide attic ventlllation @ Min 1/150th attic area, SIMPSON H2 EA POST - Provide corrugated air flow baffles where FB insulation Meets roof soffits GLAZING LOCATED IN WIND-B❑RNE DEBRIS ® EA RR/CJ REGI❑NS SHALL BE IMPACT RESISTANT OR SIMPSON H8 - PR❑VIDE MIN 22X30' ACCESS ❑PENING WITH A MIN 30' UNOBSTRUCTED HEADROOM x.� @ EA J TO IN THE ATTIC @ SOME P❑INT ABOVE THE ACCESS ❑PENING PROTECTED IN ACCORDANCE WITH THIS DETAIL, - PROVIDE THRU ACCESS/VENTILATION BETWEEN ALL ADJ❑INING ATTICS ,• SIMPSON BC r-=-----'-----=n PROVIDE CDX PLYWD PANELS MIN 7/16" THICK AND POST CAP AND •, r--------------I ,• MAX SPAN OF 8' FOR ALL EXTERIOR GLAZING. PB POST BASE I I I I PANELS SHALL BE PRECUT AND LABELED FOR EACH WITH (3)10D SIMPSON PC PIER I I I , OPENING. PANELS AND SIDING SHALL BE PRE II II \ COMMON NAIL TO GIRDER I I I I DRILLED FOR WOOD SCREWS AS PER ADJOINING CONNECTOR .I I I I. FASTENER SPACING SCHEDULE. WOOD PANELS SHALL AT EACH I L_______—___ - I EXTEND MIN 2" BEYOND ROUGH OPENING. SCREWS SURFACE �r-------------�� SHALL BE #8 AND OF SUFFICIENT LENGTH TO ANCHOR SECURELY•I I I I. WASHERS FORO ROUGH ALLL SCREWS. OPENING FRAME. PROVIDE DECK POST & DECK ASSEMBLYGIRDER SAFTY GLAZING ROOF ASSEMBLY I I I I FASTENER SPACING SCHEDULE PR❑VIDE SAFETY GLAZING AT ALL SH DRS - i i I I PANEL <a' a-6' 6'-e PROVIDE SAFETY GLAZING AT ALL WINDOWS IN TUBS/SHOWERS, •, -------------� I. SPAN L-------i --�J 16 16' 12" PR❑VIDE SAFETY GLAZING @ ALL DOORS AND WINDOWS WITHIN 18' OF FLRS 3X3 SQ WASHER APPLIANCES IN ATTICS AND NUT ON TOP OF HDR EXTERIOR FINISHES ATTICS CONTAINING APPLIANCES SHALL BE PR❑VIDED WITH A CLEAR AND UNOBSTRUCTED PASSAGEWAY LARGE ENOUGH T❑ ALL❑W REMOVAL OF THE LARGEST APPLIANCE BUT N❑T 7(d ALL VENDERS SHALL PROVIDE SH❑P DRAWINGS F❑R APPR❑VAL PRI❑R T❑ IPURCHASE AND LESS THAN 30' HIGH, 22' WIDE ❑R L❑NGER THAN 20', THE PASSAGEWAY SHALL HAVE/ NSTALLATI❑N. SHOP DWGS TO INCLUDE MAKE, MODEL, COLOR, AND INSTALLATI❑N DETAILS, C❑NTINU❑US S❑LID FLO❑RING NOT LESS THAN 24' WIDE, A LEVEL SERVICE AREA MIN l SHOP DWGS SHALL BE REQ FOR STONE SIDING, CORNACES, EVES, CASINGS, LINTLE AND CAP 30'X30' SHALL BE PROVIDED ALONG ALL SIDES OF THE APPLIANCE WHERE ACCESS IS REQ, 12 12 STONE, QU❑INST❑NE, RAILINGS, GARAGE DOORS, ETC, THE CLEAR ACCESS ❑PENING DIMENSI❑NS SHALL BE 20'X30' AND LARGE ENOUGH TO ALLOW S6 F 3r REMOVAL OF THE LARGEST APPLIANCE, A SERVICE LIGHT AND OUTLET SHALL BE I� 3X HDR OR (2)2X PROVIDED, NO FUEL BURNING EQUIPMENT SHALL BE INSTALLED IN ATTICS, I; HDR WITH 1.5" I; SPACERS. SEE FLR n PLAN. n n n I I� I I F.F. -- II I� E=GRADE 5/8" THREADED ji I I I I I I I I I ROD MIN 16" STEPS/RAILS J L J LI li EMBEDMENT INTO L J L J L J L J NOT SHOWN N II CONCRETE THESE DRAWINGS ARE INSTRUMENTS OF SERVICE AND AS SUCH ARE THE SOLE PROPERTY COVERED DECK ELEVATIONS L OF THE ARCHITECT. INFRINGEMENTS OR SCALE: 1/B"=1'-D" HOLLOW COLUMN ALTERATIONS BY OTHERS ARE PROHIBITED. CODE REQUIREMENTS MAY BE HAND WRTTEN — --- - _ -__.-. -_ — I\ ATTACHMENT DETAIL ONTO THE PLANS BY REGULATORY AGENCIES. Vol ^. ® a�-— /� \ LF- _____-_ - _-- � I � JOIST GarySpinello - Architect -5/8" DIA THREADED ROD 1-1/4"X20 GAGE COIL I SEE SEPARATED SEE SEPARATED ® 523 POST AVE.WESTBURY NY 11590 STRAP FOR EA JACK AND I ROOFED-OVER DECK ROOFED-OVER DECK 11111 KING. WRAP AROUND I ELEVATION F�;-- ELEVATION Jim I D 315 PLATES AND FASTEN TO I GMS in 10 'SIMPSON HDU SERIES gmail.com HOLDDOWN STUDS WITH (5)8D p COMMON NAILS EA SIDE I I I I i I I I I I MAX HOLE DIAMETER = I J D/3. 2" MIN FROM TOP 'JACK OR WALL STUD TYP J L- -� ' I �- I ' I I AND BOTTOM OF JOIST SIMPSON HDU � ----------------- I I --------------� I I I r---- SIMPSON HDU SERIES HOLDDOWN HOLDDOWNL-------------------------------------------------- --------- - — ----------� -5/8" DIA THREADED ROD — SIMPSON CNW 5/8" STUD SITE, COUPLER NUT WEST ELEVATION SOUTH ELEVATION BORED HOLES MAX 40% • ATTACH TO NEW FGUND OF PROVIDED DOUBLE DEPTH BTUDSB" v d WALL WITH 5/8" DIA USE SIMPSON HDU TO EDGE. AT 40%60% 350 HARBOR LIGHTS DR c • -SSTB28 ANCHOR BOLT BY HOLD DOWN. NOT MORE THAN 2 IN S❑UTH❑LD NY • a v n SIMPSON STRONGTIE OR SUCCESSION EQUAL. RETROFIT WITH SIMPSON SBS ADHESION SYSTEM. NOTCH MAY NOT EXCEED 25% OF STUD DEPTH. NOTCHES MAY NOT BE ❑ LOCATED IN MIDDLE 1/3 HOLD DOWN DETAIL OF STUD LENGTH BORINGS & NOTCHES MAY NOT HORIZO TALLYN DATE, 7/14/21 SCALD 1/4' = 1'-0' UON. DETAILS NTS VINYL . PERMISSIBLE 'II ' SUNBURST TYP , B O R I N G & PROJECT * 35021 ® ® as. I NOTCHING / \ / ` � 0 0 � pill •� �FtED A/Z� BILCO — I aG-— DOOR I IPT 028410 CELLAR r�:- — OF NEIN N FOLLOW THE - N i Dasr GR� Al STAIR NOTES a a - - I REQ STAIR RAILING NOT SHOWN. , I ih PROVIDE AS PER THE STAIR AND I I I I I ( I I b ————GUARD NOTES. I • I---------- — --- I I I I I ; -L I Z �-LJ I I L_ ----------------- -----------------------------�___� ZJ�________ ——————————————- CELLAR 0 0 4 I 0 0 ENTRY DETAIL EAST ELEVATION NORTH ELEVATION SCALE: 1/8"=1'-0"