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HomeMy WebLinkAbout51129-Z of SooTyo`o Town of Southold * * P.O. Box 1179 io 53095 Main Rd uNTI.a Southold,New York 11971 CERTIFICATE OF OCCUPANCY No: 45863 Date: 01/02/2025 THIS CERTIFIES that the building AS BUILT ALTERATION Location of Property: 755 Oriole Dr Southold, NY 11971 Sec/Block/Lot: 55.-6-15.6 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 07/16/2024 Pursuant to which Building Permit No. 51129 and dated: 08/28/2024 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: "as built" basement alteration, including accessory apartment, to existing single-family dwelling as applied for. The certificate is issued to: Elena Palencia Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: ELECTRICAL CERTIFICATE: 51129 12/09/2002 PLUMBERS CERTIFICATION: Horacio Alvarez 12/30/2024 Auth r' ed 'gnature �o4,,OvSo ryo`o TOWN OF SOUTHOLD BUILDING DEPARTMENT • a� TOWN CLERK'S OFFICE �O`��OUN7V N�yo 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#: 51129 Date: 08/28/2024 Permission is hereby granted to: Elena Palencia PO BOX 565 Peconic, NY To: Legalize an "as built" basement alteration to include an accessory apartment in an existing single-family dwelling as applied for. Premises Located at: 755 Oriole Dr, Southold Section\Block\Lot#55.-6-15.6 Pursuant to application dated 07/16/2024 and approved by the Building Inspector. To expire on 02/27/2026. Contractors: Required Inspections: Fees: AS BUILT-SINGLE FAMILY ADDITION/ALTERATION $1,571.00 CERTIFICATE OF OCCUPANCY $100.00 Total $1,671.00 Building Inspector *pF SOU���l Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q � �o Jamesh -southoldtownny.aov Southold,NY 1 1 971-0959 Q UNTY,N� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Palencia Address: 755 Oriole Drive city:Southold st: New York zip: 11971 Building Permit* 51129 Section: Block: Lot: WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Peconic Bay Electric Electrician: Jose Umana License No: ME-46360 SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor 1st Floor X Pool New X Renovation X 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph Heat Duplec Recpt Ceiling Fixtures 3 Bath Exhaust Fan 1 Service 3 ph Hot Water GFCI Recpt Wall Fixtures 1 Smoke Detectors Main Panel A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors 1 Sub Panel A/C Blower Range Recpt gag Ceiling Fan Combo Smoke/CO 2 Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4 4'LED Exit Fixtures Sump Pump Other Equipment: 1 frldg, 1 mic0 , Notes: 1ST FLOOR and FINISHED GARAGE Inspector Signature: Date: December 9, 2002 755 oriole dr Town Hall Annex ���+® 5f-� Telephone(631)765-1802 54375 Main Road t; P. O. Box 1179 CA Southold, NY 11971-0959 e� f BUILDING DEPARTMENT ° DEC 3 n 2024 l �1 TOWN OF SOUTHOLD '`0, 'eI1°? I)1sa ..;? CERTIFICATION Date: Building Permit No. Owner: i (,fit/ (Please print) Plumber: Awac.&� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. r�r��n�. Vcxyt.'1 p (Plumbers Signature) c�. � Sworn to before me this '4) day ofL spun 1, 20. CONNIE D.BUNCH Notary Public,State of New York No.01BU6185050 Qualified in Suffolk County eI Notary Public, County Commission Expires April 14,2 1 SOUlyolo /l a q 755' car-c'a fie V/— # TOWN OF SOUTHOLD BUILDING DEPT. coum, 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] .FIREPLACE & CHIMNEY [ ] FIRE'.SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION' V] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: Q- -F' Ct qgCqqie DATE d�$ a INSPECTOR 0f SOUTyolo # TOWN OF SOU.THOLD BUILDING DEPT. `ycou 631-765-1802 0-yl INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. UNDATION 2ND [ ] INSULATIOWCAULKING [ 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: �tlll t 0 DATE 0 ;v INSPECTO . SOGTyOIo 6jeo? # TOWN OF SOUTHOLD BUILDING DEPT. ��YOOUNi1�`��0 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/REBAR [ ] 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: rirsI 6!nZ,5 ked . need Co Lu 10 -4 0r DATE �� �� 2 INSPECTOR OF SOUIyo� # TOWN OF-SOUTHOLD BUILDING DEPT. cou�m� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. - [ ] FOUNDATION 2ND [ i SULATION/CAULKING [ ] FRAMING/STRAPPING' [ ] FINAL �,-t- ' [ ] FIREPLACE-& CHIMNEY [ '] -FIRE SAFETY INSPECTION _[ ] FIRE RESISTANT CONSTRUCTION- [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: 1&ij " &W647��_ gn� 4t, L DATE $L90>0 --- NSPECTOR OF SOl/T,�°6 # TOWN OF SOUTHOLD BUILDING DEPT. eou 631 765-1802 INSPECTION . ' -- FOUNDATION-1 ST/ REBAR [ ] ROUGH PLBG. [ ] 'FOUNDATION 2ND [ ] I ULATION/CAULKING [ ] FRAMING/STRAPPING [ FINAL &Z'l_ - 'FIREPLACE & CHIMNEY [ . ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: 1 46, G&J� +94, DATE INSPECTOR r Olt �. ��. `*�-..� I �__� _ ,,� FIELD INSPECTION REPORT DATE COMMENTS ` n� � FOUNDATION (1ST) Y9 ------------------------------------ D FOUNDATION (2ND) t O C., ROUGH FRAMING& O a PLUMBING 0-- G � t � r INSULATION PER N.Y. STATE ENERGY CODE a ^ ¢, v FINAL A A ADDITIONAL COMMENTS 0 iree.01-oafl� - X. /0 2q! 2q 2.6d e- /D o& 2& Q , fT1 Z 0 z x r� E� x d r b ao�°SutFactcoG TOWN OF SOUTHOLD—BUILDING DEPARTMENT z Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 Telephone(631) 765-1802 Fax (631) 765-9502 https://www.southoldtownny.gov f --- DateR`eceived ^ APPLICATION FOR BUILDING PERMIT `.. 1 For Office Use Only a ( -� PERMIT NO. I I 1 Building Inspector: > \U\ Jul� `� -J�4 Applications and forms must be filled out in their entirety.Incomplete UUV DING OUT— applications will not be accepted. Where the Applicant is not the owner,an Owner's Authorization form(Page 2)shall be completed. TOWN.S)F SgIOI. r! Date: 07/12/24 OWNER(S)OF PROPERTY: Name: Elena Palencia SCTM#1000-55-6-15.6 Project Address: 755 Oriole Drive, Southold, NY 11971 Phone#: 631-255-6212 Email: elenasea1234@gmail.com Mailing Address: P.O. Box 565, Peconic, NY 11958 CONTACT PERSON: Name: Mathew Smith Mailing Address: PO Box 152, Mattituck, NY 11952 Phone#: 631 603 9092 Email: msmith@amparchitect.com DESIGN PROFESSIONAL INFORMATION: Name: Anthony Portillo Mailing Address: PO Box 152, Matt ituck, N.Y. 11952 Phone#: 631 603 9092 Email: aportilloC@amparchitect.com CONTRACTOR INFORMATION: Name: Mailing Address: Phone#: Email: DESCRIPTION OF PROPOSED CONSTRUCTION ,- El New Structure ❑Addition ❑Alteration El Repair ❑Demolition, Estimated Cost of Project: DOther Accessory Apartment Legalization $ Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No ibcanned it nn t:r PROPERTY INFORMATION Existing use of property: Single Family Residence W/Accessory Apammnel Intended use of property: Single Family Residence W/Accessory Apartmnet Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to AHD this property. Dyes ®No IF YES, PROVIDE A COPY. ❑ Check Box After Reading: The owner/contractor/design professional is responsible for all drainage and storm water issues as provided by Chapter 236 of the Town Code. 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,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(s)for necessary.inspections.False statements made herein are punishable as a Class A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. Application Submitted By(print name):AMP Architecture BAuthorized Agent ❑Owner Signature of Applicant: Date: 1 16 I Z STATE OF NEW YORK) COUNTY OgSq-4 l�0 being duly sworn,deposes and says that(s)he is the applicant A��h u n v �d('�% (Name of individual signing contract)above named, (S)he is the (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/her knowledge and belief;and that the work will be performed in the manner set forth in the application file therewith. N BARBARA H.TANDY ry Sworn before me this Notary Public,State Of Now York No. 01 TA6086001 day of ,20 Commission In Suffolk Cou ,7 mmis-vfen FYnlres Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) Elena Palencia residing at 755 Oriole Drive, Southold, NY 11971 I, AMP Architecture do hereby authorize to apply on my behalf to the To;�fSquthold Building Department for approval as described herein. zl" 1C) 07/14/2024 Owner's Signature Date Elena Palencia Print Owner's Name - Scanned with, ►nn r ��SUFEQ( BUILDING DEPARTMENT- Electrical Inspector ��O Gym TOWN OF SOUTHOLD c '` Town Hall Annex- 54375 Main Road - PO Box 1179 v� z Southold, New York 11971-0959 o4% ao Telephone (631) 765-1802 - FAX (631) 765-9502 iamesh(aDsoutholdtownny.gov — seand(&southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 0 �( Company Name: Electrician's Name: , License No.: Me- �(oo Elec. email: a-J.C-a Kn Elec. Phone No: 3(-. r ❑I request an email opy of Certificate of Compliance Elec. Address.: `Z l QcLK ve- F�a^Ae k tGv JOB SITE INFORMATION (All Information Required) Name: Address: 5 Cross Street: SS ve Phone No.: Bldg.Permit#: l 12.j email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): Qi�W'tr�,n p� f��� -�loo� ��� �tn,slnc.C� ��rc�o►P 0.v�c� (ePL�e �.(e,cF-f'c �ol � Pu•^ e.,(. 4Y�¢._ �.t`5� �`vU f p,�� �c..r oU-`�2 We.!'e,., ol,t('2��� -�� e to:�-K e ,,--6ko,-X ckA,� Pa;Ni. Square Footage: Circle All That Apply: Is job ready,for inspection?: © YES ❑ NO l�Rough In � Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# ❑New Service[:]Fire Reconnect❑Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION 60 c4t;w I? ►�� � Gd�t� � 2 y;%g�fFO(Kci � BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD ' Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 jameshC@-southoldtownny.aov seand(a�southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 0 '--t Company Name: ear ecA Electrician's Name: "© License No.: Elec. email: Elec. Phone No: ❑I request a email opy of Certificate of Compliance Elec. Address.: rZ 1 ©u K Ave-; 1 tcty( JOB SITE INFORMATI N (All Information Required) Name: Address: `5 n U, 5,,- (n ( Cross Street: Sse ve Phone No.: Bldg.Permit#: 5- l 2 9 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE/SQUARE FOOTAGE (Please Print Clearly): Pe-uAJ'i1��✓�9 �-� { ,�-s�F �lccC &v\& re.QL�vG� w-e.r e- Square Footage: Circle All That Apply: Is job ready for inspection?: YES ❑ NO Rough In F;U1 Final Do you need a Temp Certificate?: ❑ YES ❑ NO Issued On Temp Information: (All information required) Service Size❑1 Ph❑3 Ph Size: A # Meters Old Meter# El New Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect❑Underground❑Overhead # Underground Laterals 1 n2 D H Frame R Pole Work done on Service? Y FIN Additional Information: PAYMENT DUE WITH APPLICATION 1®J2.ef J ;L4 ba PERMIT# Address: Switches Outlets t G F I's Surface P Sconces l H H's UC Lts Fridge l HW POOL Fans Mini Fr. WAD Panel Pump ExhaustA Oven L Sump Heater Trnsfmr. Smokes DW Generator Salt Gen. Carbon Micro GrbDis ", Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo Cooktop Minisplit Blower AC AH Hood Blower Service Amps Have Used Sub Amps Have Used Comments S 's90 0 s 1100, OP S4 is;on , 4 R�r ff0/�, rr Coin Y'9hA°��t a / S �o/ F• �%A9 0 s4°O30 e NM"bd R- Ao 0 98�� ° 6g'°k'S rS WATER MAIN �Cf r Ur LISA DRIVE 12 a •' • i p e.►. e.1. w. .+ 1 O 0 ;, '« .o.� ��� ^o w �i fit x a ,' .3 Cv �.." t -----? ---�<�' Lot 4 s .t Arc C r °1 3 -.O __. ..� ....P•... ' .. d.vA Y' ♦ �•'_ _r'4._ __._..v .._ ._.-.'..w.c�y..�._ ..+ti� ..�... .x.—...T.�v:r�lT _.. O- ,_._ - --•�-• - Lo1 32 ado s. Sect-TWO '1 1� n _ •► Kig�point Me II.. Subdivisto File No. 8.9 Su,101k County \A "IMMEDIATELY" ' p4CLOSE POOL TO CODE 'i UBEFOR 1A eno TE N �'+?��,; irk•, � • r M1 % AUG. 15, 1990 �C�'M;:` SURVEY FOR µAY �A .:.,r, .:I'. M PANY ,. 9. :,r4 r`;,;• D. OM CTloN APR. 3�►Oo B. Ws SE ONE HtGciPOfNT MEApO DATE, T LOT N 0. 4, + i ,� SOUTH AT O ;� SIC ,(irr/•�.w?R t,; .: W N OF SO UT H O L D ,+ NEW IMRKgril `�` , .'• SUFFOLK COUNTY. � TTI1� G@IC�IFfEO':ZO�:•1,> OR A00 y1MORTi� RATLOM TtOM �,r�A�p �.�•� L.'r r'• RUN& 0 A%LT A fCC110M 200 fl,a,fX, µ^•'r r101 TION Lair. T1COR Y rQ� . •' '.I ,�, _ Nn TORL STATE EDUCA BR f YLT MOT 0(ARTII• TNL LAMO 11 COPIES OF THIS fIRI R M10•fC0 SEAL 110411,111 !'', ` , :•,} f )VRVCYOR'f INIfCO SEAL C A vAL10 TRUE Co" ;T 'f''• NOT •C C00110C•�CO RUN 0NL e ,/!1 ;'•.'• HEREON INAi L T RGVARANTELf INDICAT[0 N. �. } / TTK F(R1ON FOR w"OM THE tVl►IET If �R[FAACD aI• rrr;: RTM�Ny-DATA FOR APPRO1AIt TO CONSTRUCT ANo a N11 ►!NAL� Toot tTTli C�FANT,dOwl 0 // NCNTAI AO(MCT AND LEND" IMf11TVTI0M 11fTCD rl saw' 'IM,$. ItAOYRCC OF WAT&II MIMTK....NVKIC Y» NUCO.t AND TO T"E AfttAMCEf OF TNC LCNOIIN ;•�.v•+ 2 f[CTNiM, ,rQOGK-T! 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'i +1!47`fA�D y • „�, {.•:,, ta•Li,•10 ,ti-`t.r.r ' •'�'�1� •{aRg0:11( ; l,.y�, �. r, 1`� M; r .. ♦,� N .b�Y1�i''�''RIQ>',�1F�%vi•'�4b•�;�`�' r ��'�i'M1 „ � fi•l►. !' } VZT161� I:+�I�`Y«'fI ' A T000 APPROVED AS NOTED Q COMPLY WITH ALL CODES OF D TE&2=B.P.# 5 l 02 ( NEW YORK STATE&TOWN CODES F� -� �p BY S REQUIRED AND CONDITIONS OF SOURIOLDTOWNZBA NOTIFY BUILDING DEPARTMENT AT SOLIiHIOLDTOWN PIANNIhiG BOARD 631-765-1802 8AMTO 4PM FOR THE SMOLDTOWNTRUSTI S FOLLOWING INSPFPTIONS: FOUNDATION:-.TWO REQUIRED N,Y.S.DEC FOR POURED CQNCRETE SOMS ROUGH-FRAMING&PLUMBING S INSULATION FINAL-CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE PLUMBER CERTIFICATION REQUIREMENTS OF THE CODES OF NEW ON LEAD CONTENT BEFORE YORK STATE. NOT RESPONSIBLE FOR CERTIFICATE OF OCCUPANCY DESIGN OR CONSTRUCTION ERRORS SOLDER USED IN WATER SUPPLY SYSTEM CANNOT EXCEED 2110 OF 1% LEAD. ELECTRICAL INSPECTION REQUIRED PLUMBING ALIl,�PLUMBING:WASTE &YIIATER LINES NEED TESTING BEFtRE COVERING Additional Certification May Be Required. a 0 TJ CB co OT T 5 C. N a . ... f — :.� o 4-1 • LEGALIZE EX I S71 NS AGGESSOR"r APARTMENT '��b� � �` "�` a: ��'' �F� �`T�� � , o _ cv , 8 O .� 'L s Il p 1 >vy v� ai EI yv. 3� i�; Y 4 � en •cc i V 51 „ FRO,IE(f_/T DATA : �.y - � - r :. -3¢ _yft �` y . aW_ •.+ , _.�� }tea µga�Liw�aY �'� �i 1 +11." . ..., � ..L+' �. d 1'-��,F""""'!^;" fi iti " t.,i �•� ,�, r � �,p.r� , PROJECT / ZONING DATA TAX MAP # 1000-55-6-15.6 6r . .�..�� SUBJECT PROPERTY i 1 ZONING DISTRICT AHD G �" i, .. �., . Cc) •— LOT AREA 0.5 ACRES ' +° '.ma's. p �� W / ro , ... M GofO ONE FAMILY DWELLING ZI1573 ; DECEMBER 27, IggO '"f.-+� ' �' [ .. lP _ GofO ALTERATION TO ZIg772 ; MARCH 5, Iggl . � . BASEMENT uCs®t ry 1 w CofO - DECK ADDITION Z-22564 ; SEP. I, Igg3 LOCATION MAP U GofO INGROUND SWIMMING Z-25133 ; JULY 11, Igg7 / Q POOL W/ FENCE TO CODE SCALE: NTS //'� •_ / ( 1 FEMA FLOOD ZONE X PATIO @ GRADE WETLANDS DISTRICT N/A AOE <E)"0' • W i 1 DEC. DISTR!CT N/A Ss00 I ,®p PROJECT LOCATION & SCOPE Zm SUFFOLK COUNTY HD APPROVAL q0-50-25 1000 GAL. SITE PLAN & ZONING DATA _ 1 NOS` FLOOR AREAS PER SOUTHOLD TOWN CODE 2&0-4: I. ACCESSORY APARTMENT PER 250-13D J REQUIREMENTS. THE ACCESSORY EXISTING EXISTING / 1 p APARTMENT SHALL NOT EXCEED 25% OF THE HABITABLE GROSS GENERAL NOTES HABITABLE SPACE OF THE ENTIRE SPACE AREA RESIDENCE BASED UPON PROPERLY FIRST 1 CERTIFIED STRUCTURES AT THE TIME OF THE AREA FLOOR (LOWER LEVEL) 1,071 S.F. I,o7I S.F. ENERGY TABLE EFFECTIVE DATE OF THIS CODE. SECOND FLOOR (UPPER LEVEL) f STRUCTURAL DESIGN CHARTS • HABITABLE SPACE OF THE ENTIRE AREA 1,245 S.F. I 1245 S.F. 1 RESIDENCE= 2,316 S.F. _®® PROPOSED DEMOLITION PLANS • ACCESSORY APARTMENT= 416 S.F. < 25% AREA TOTALS 2 316 S.F. 2 316 S.F. / OR 57q S.F. PROPOSED PROPOSED HABITABLE GROSS 1 SPACE AREA FIRST FLOOR (LOWER LEVEL)AREA 1,071 S.F. 1,071 S.F. A— I O2 .00 PROPOSED FIRST FLOOR PLAN / a—v-�--- / SECOND FLOOR (UPPER LEVEL) 1,245 S.F. 1,245 S.F. PROPOSED SECOND FLOOR PLAN AREA 1 � / AREA TOTALS 2,316 S.F. 2,316 S.F. FRAME !PLUMBING RISER DIAGRAMS DECK LOT COVERAGE / 4.0, GATILE\/ER 1 _v� — — - — — — — — 20.4' — 4'� SOUTHOLD TOWN GODS 280-28 --- ------------------- ----- --------- ---- --- — o8 4-7.4 1 DESCRIPTION (FOOTPRINT) AREA % LOT / COVERAGE 2 STORY FRAMETOTAL LOT AREA 20,420.0 S.F. ,z / F_ -_ N HOUSE GARAGE 1 EXISTING 2 STORY FRAME HOUSE 1,071.2 S.F. 5.2% v I � I I _ w EXISTING FRAME DECK 371.0 S.F. 1.8% F V EXISTING STOOP 54.0 S.F. I 0.2% / iFTQ _ — I lL 0-- 1 ' GONG. J EXISTING IN—GROUND POOL 8g6.0 S.F. 4.4% Cd I ° I - - J w tv STOOP TOTAL AREA OF ALL STRUCTURES 2372.2 S.F. I I b% o d) W I CATILEVER 1 — / x N IX MAXIMUM LOT COVERAGE ALLOWED: 20% JL< PROJECT: ZONING REGULATIONS MAIN BUILDIN PALENCIA I a'xi8� — � � r — — q'x�8' — � SOUTHOLD TOWN GODS 280-28(A) RESIDENCE / OFF-STREET i - OFF-STREET I - - ASPHALT DRIVEWAY � PARKING / PARKING I PARKING I 1 EXIST. PROPOSED COMPLIES J L - _ _ - - J MIN. FRONT YARD 35.0' 46.q' 46.q' YES 755 ORIOLE DRIVE 2 0A' MIN. 51DE YARD 15.0' 54.0' 34.0' YES SOUTHOLD, NY 11971 MIN. COMBINED 25 O' 65.1' 615.1' YES SIDE YARDS _-- — DRAWING TITLE: IL I 500.00 MIN. REAR YARD 55.0' 116.8' 16.8' YE5L—I PROJECT LOCATION & SCOPE SITE PLAN & ZONING DATA ZONING REGULATIONS MAIN BUILDING 5OUTHOLD TOWN CODE 2&0-2&(A) OLE \ / EXIST. PROPOSED COMPLIES PAGE: MIN. LIVABLE FLOOR AREA (5F 850 S.F. 1,806 1,820 S.F. YESG-001m00 PER DWELLING UNIT) S.F. o 3 ro 20 Do .40 eo OWNER OCCUPIED EX I ST I II O S ITE PLAN MIN. LIVABLE 6RAPh16 SG'"E 1'`15' FLOOR AREA (SF 450 S.F. 510 S.F. 4q6 S.F. YES DATE: 07 12 24 PER DWELLING UNIT) 1 OF 5 SCALE: 1" = 15'-0" TENANT OCCUPIED OFF-STREET PARKING 5PACE5 2 4 4 YES (PER DWELILING UNIT) SITE LAYOUT NOTES: LAND AREA FOR 10,000 20,420 YIELD (S.F. PER 20420 S.F. YES w I. THIS IS AN ARCHITECT'S SITE PLAN 4 Is S.F. S.F. DWELLING UNIT) NOTE: SUBJECT TO VERIFICATION BY A LICENSED I. FLOOD MAP DATA FROM FEMA SURVEYOR. THE INFORMATION REPRESENTED ON THIS SITE PLAN IS TO THE MAP#:3610300155H MAP DATE: g/25/200g ARCHITECT'S BEST OF KNOWLEDGE. FLOOD ZONE X 2. SURVEY INFORMATION WAS OBTAINED FROM A SURVEY DATED NOV. 26, Iggl AND PREPARED BY: SUBDIVISION INFORMATION: MAP OF "HIGHPOINT MEADOWS, SECTION ONE" YOUNG 8 YOUNG 400 OSTRANDER AVENUE L E RF�\ ELm LOT 4 .' �•. � ;,�:W':�:- ,.. FILE NO. 8g10 RIVERHEAD N.Y. 11901 FILED MARCH Iq,lgg0 NOTES $ SPEC I F I GAT I ONS CARPENTRY WOOD FRAMING MATERIAL STANDARDS GLASS WINDOWS AND DOORS ASERE Y I AT I O NS I. ALL LUMBER SHALL BE DOUGLA5 FIR LARCH #2 4 BETTER (Fb = 575) UNLESS THE PROVISIONS OF THIS STANDARD ARE NOT INTENDED TO PREVENT THE USE I. ALL OLA55 TO BE INSULATED LON-E,UNLESS OTHERWISE SPECIFIED. IT IS THE CONTRACTORS RESPONSIBILITY TO KEEP THIS CONSTRUCTION DOCUMENT BINDER OTHERWISE NOTED. OF ANY MATERIAL OR METHOD OF CONSTRUCTION NOT SPECIFICALLY BD. BOARD �INSUL. INSULATION TOGETHER AT ALL TIMES. IT IS ALSO THE GONTRAGTOF:S RESPONSIBILITY TO READ ALL NOTES, PRESCRIBED HEREIN. WHEN IT CAN BE SHOWN, AND THE AUTHORITY HAVING 2. GLASS DOORS AND WINDOWS SHALL NOT BE INSTALLED UNTIL PROPER SPECIFICATIONS,AND BE FAMILIARIZED WITH THE PLANS PRIOR TO NORK " CLEARANCES ARE PROVIDED. d 2. ALL LUMBER IN CRAWL SPACES TO BE 18 ABOVE SCRATCH GOAT. MAINTAIN JURISDICTION FINDS BY EXPERIENCE, MODELING, OR TESTING BY AN APPROVED BFE BASE FLOOD ELEVATION INT. INTERIOR 5" MIN. FOUNDATION EXPOSURE. AGENCY,THAT A PRODUCT OR PROCEDURE PROVIDES EQUIVALENT OR ____ Q GREATER STRUCTURAL SAFETY OR DURABILITY,SUCH PRODUCT OR PROCEDURE 3. ALL SLIDING GLASS DOORS,SK"L16HTS, AND ANY GLA55 UNIT INSTALLED BLDG. BUILDING K KIPS (1000 L85) GENERAL 3. SILLS TO BE P.T. AND SECURELY FLASHED WITH A TERMITE SHIELD,ALSO SHALL BE DEEMED TO CONFORM TO THE REQUIREMENTS OF TH15 DOCUMENT WITHIN IS" OF FINISHED FLOOR SHALL BE OF INSULATED TEMPERED GLASS, LJJ I. NO WORK TO START UNTIL APPROVED PLANS ARE OBTAINED FROM THE PROVIDE SILL 5EALANSULATION. SIZE OF SILL TO BE (2) 2"xb", UNLESS (1) 2"xb" (THIS DOCUMENT IS TO MEAN A REFERENCE TO THE CURRENT AMERIGAN WOOD UNLE55 OTHERWISE NOTED. APPLICABLE BUILDING DEPARTMENT. BM BEAM MANU. SPEG.s MANUFACTURERS SPECIFICATIONS Lu I5 NECESSARY TO MATCH FLOOR HEIGHTS WITH THE EXI5TIN6 STRUCTURE. COUNCIL'S WOOD FRAME CONSTRUCTION MANUAL AND THIS PS FORMAT, AS _ J p 2. ALL CONSTRUCTION SHALL BE PERFORMED IN A WORKMAN LIKE MANNER. APPLICABLE AS A DERIVED WORK). 4. ALL GLASS UNITS SHALL BE IN57ALLED IN STRICT ACCORDANCE WITH B.O. BOTTOM OF MAX. MAXIMUM 4. AT FLUSH FRAMING USE 16 GAGE METAL J015T5 HANGERS BY "TECO" OR MANUFACTURER'S SPECIFICATIONS. Q N ALL DIMENSIONS, CONDITIONS, AND APPLICABLE INFORMATION OF EXISTING EQUAL. I. IDENTIFICATION: ALL SOLID-SAWN LUMBER, GLUED LAMINATED TIMBER, BOT. BOTTOM MEGH� MEGHANIGAL 0� �� L0 STRUCTURE/SITE SHALL BE FIELD VERIFIED BY GENERAL CONTRACTOR. PREFABRICATED WOOD I-JOISTS, STRUCTURAL COMPOSITE LUMBER, 5. ALL WINDOWS TO BE CAULKED AND SEALED AS PER NEW PORK STATE 5. MINIMUM,DOUBLE HEADERS AND TRIMMERS AROUND ALL OPENINGS IN PREFABRICATED WOOD TRUSSES, GYPSUM, HARDBOARD, AND STRUCTURAL ENERGY CONSERVATION CONSTRUCTION CODE. - - 3. ALL WORK SHALL CONFORM TO NATIONAL, STATE, AND LOCAL GORES FLOORS, ROOFS, AND WALLS. PANELS, SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING B.O.W. BOTTOM OF WALL � MIN. MINIMUM � O .- O AND AUTHORITIES HAVING JURISDICTION. b. PROVIDE FLASHING PANS UNDER ALL SLIDING GLA55 DOORS, WINDOWS, OR - - - - } 0 RULES SPECIFIED IN I.I THROUGH I.B. ANY OTHER TYPE OF GLASS UNIT NHEN WITHIN 6" OF AN EXTERIOR SURFACE. G.J. CEILING JOIST NAVD88 NORTH AMERIGAN VERTICAL DATUM OF Ig88 co 6. DOUBLE ALL JOISTS UNDER PARALLEL PARTITIONS, POSTS, AND BATH TUBS, 4. ALL UNNOTED OR NON-VISIBLE EASEMENTS ARE THE RESPONSIBILITY U.O.N. I.I. LUMBER: ALL WOOD MEMBERS USED FOR LOAD-BEARING PURPOSES, p O CV z O OF THE OWNER./BUILDER 7. ALL EXTERIOR DOORS ARE TO BE WEATHERED STRIPPED AND PROVIDE ALL COL. COLUMN NYC, BG NEW PORK CITY BUILDING GODS INCLUDING END-JOINTED AND EDGE-GLUED LUMBER,SHALL BE IDENTIFIED SCREENS AND HARDWARE NECESSARY FOR PROPER FUNCTION OF SUCH UNITS. � --- - - �� � - - � a co � 5. ANY OMISSIONS OR DISCREPANCIES OF PLANS AND/OR JOB CONDITIONS 7• ALL BEAMS, GIRDERS,ETC. TO HAVE MIN. OF 3-I/2 BEARING BY THE 6RADEMARK OF A LUMBER GRADING OR INSPECTION AGENCY GONT. CONTINUOUS O.G. ON CENTER >) X U (V WHICH PARTICIPATES IN AN ACCREDITATION PROGRAM,SUCH AS THE __ SHALL BE CLARIFIED WITH THE ARCHITECT/ENGINEER BEFORE PROCEEDING &. MIN. HEADER TO BE (2) 2"xl0" UNLESS OTHERWISE NOTED. AMERIGAN LUMBER STANDARDS COMMITTEE OR EQUIVALENT. THE 8. ALL GLA55 15 TO BE FREE OF SCRATCHES AND IMPERFECTIONS. GLASS -- p p 4-J i WITH THE WORK. GRADEMARK SHALL INCLUDE AN EASILY DISTINGUISHABLE MARK OR SHOULD BE GUARANTEED BY THE NANUFAGTURER FOR A PERIOD OF 5 YEAR5. [DBL. DOUBLE OCC. OCCUPANCY p O q. ALL WOOD SILLS AND WOOD IN CONTACT WITH MASONRY/CONCRETE TO BE INSIGNIA OF THE GRADING AGENCY WHICH COMPLIES WITH THE � O m ' r) 6. NO DEVIATIONS OR CHANGES IT THE STRUCTURAL SYSTEM SHALL BE MADE P.T. REQUIREMENTS OF U.S. DEPARTMENT OF COMMERCE P520-qq. A ALL WINDOWS TO BE ANDERSEN.IF CONTRACTOR 15 TO SUBSTITUTE WITH DFE DESIGN FLOOD ELEVATION O.H. OVERHANG CV UNLESS APPROVED BY THE ARGHITEGT/ENGINEER. ANOTHER WINDOW MANUFACTURER,IT IS THE RESPONSIBILITY OF THE - - CD10. ALL EXTERIOR SHEATHING SHALL BE NAILED AS PER FASTENING SCHEDULE 1.2. GLUED LAMINATED TIMBERS: GLUED LAMINATED TIMBERS SHALL MEET CONTRACTOR TO VERIFY THAT THE GHARAGTERISTIGS OF THE WINDOW MATCH DIM. DIMENSION PBFE PRELIMINARY BASE FLOOD ELEVATION Q O 22 (57. CONTRACTOR TO VERIFY DIMENSIONS OF FOUNDATION WITH FLOOR PLANS THE CHARACTERISTICS OF THE ANDERSEN WINDOW SPECIFIED. THE ON PAGE 0-005. GENERALLY, SHEATHING 15 OF 1/2" THIGKNE55 ON WALLS AND THE PROVISIONS OF AN51/ALTG A 1 10.1 STRUCTURAL GLUED LAMINATED BEFORE THE START OF FRAMING ROOF AND 15 OF GDX GRADE, UNLESS OTHERWISE NOTED. SEE FLOOR PLANS TIMBERS. CHARACTERISTICS ARE AS FOLLOWS, BUT NOT LIMITED TO: DESIGN PRESSURE, D.J. DECK JOISTS P. GONG. POURED CONCRETE FOR ADDITIONAL NAILING OR DIFFERENT NAILING REQUIREMENTS WHEN ROUGH OPENING, U-FACTOR, LIGHT AREA,VENT AREA, AND EGRESS .5. DRY WELLS AS REQUIRED BY STATE AND LOCAL CODES. APPLICABLE. 1.5. PREFABRICATED WOOD I-JOISTS: ASSEMBLIES USING PREFABRICATED REQUIREMENTS. EA. EACH PL. PLATE WOOD I-JOISTS SHALL MEET THE PROVISIONS OF A5TM 05055 cf. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE 11. SUB FLOORING, GENERALLY,TO BE OF 3/4" THICKNESS AND OF GDX GRADE. STANDARD SPECIFICATION FOR ESTABLISHING AND MONITORING 10. WINDOWS IN TUB/SHOWER ENCLOSURES AND WITHIN STAIRWAYS SHALL BE ELEV. ELEVATION PLYWD. PLYWOOD NAILING AS PER FASTENING SCHEDULE ON PAGE 0-003 AND GLUED, U.O.N. STRUCTURAL CAPACITIES OF PREFABRICATED WOOD I-JOISTS,THIS TEMPERED GLASS. 10. OWNER/BUILDER ARE RESPONSIBLE FOR ALL INSPECTIONS, APPROVALS, DOCUMENT, THE GOVERNING BUILDING CODE AND ANY ADDITIONAL EQUIP. � EQUIPMENT P.T. � PRESSURE TREATED CERTIFICATES,CERT. OF OCCUPANCY OR COMPLETION AND U.L. APPROVAL 12. EXTERIOR SHEATHING TO BE COVERED WITH DOCUMENT, HOUSE WRAP OR REQUIREMENTS AS SET FORTH IN THE MANUFACTURERS CODE 11. EXTERIOR GLAZING SHALL BE PROTECTED FROM WINDBORNE DEBRIS. APPROVED EQUAL EVALUATION REPORT. GLAZED OPENING PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE EXIST. EXISTING 11 REQ'D REQUIRED 11. THESE SET OF DRAW .DRAWINGS ARE THE PROPERTY OF ANTHONY PORTILLO, RA MISSILE TEST OF ASTM Elgg D A b ANSTM E1886 AS MODIFIED BY 2020 NYS BG AND SHALL NOT BE ALTERED OR BE REPRODUCED WITHOUT WRTTEN 13. BLOCK EXTERIOR STUD WALLS AT HALF STORY HEIGHTS AND AT 1.4. STRUCTURAL COMPOSITE LUMBER: SINGLE MEMBERS OR ASSEMBLIES SECTION 301.2.1.2.1. GARAGE DOOR GLAZED OPENING PROTECTION SHALL MEET EXT. EXTERIOR Ri RISER PERMISSION FROM THE: ARCHITECT. UNSUPPORTED EDGE SEAMS OF EXTERIOR SHEATHING. USING STRUCTURAL COMPOSITE LUMBER SHALL MEET THE PROVISIONS OF THE REQUIREMENTS OF AN APPROVED IMPACT-RE515TANT STANDARD OR �� ( l ASTM D5456 STANDARD SPECIFICATION FOR EVALUATION OF ANSI/DASMA 115. F.A.I. FRESH AIR INTAKE RM. ROOM v '- R THE RESPONSIBLE OR IS NOT RETAINED FOR SUPERVISION OF THE WORK AND IS 14. PROVIDE 'X' GROSS BRACING AT JOISTS, STUDS,AND RAFTERS WHEN SPANS STRUCTURAL COMPOSITE LUMBER PRODUCTS, THIS DOCUMEN, THE - RESPONSIBLE FOR DESIGN INTENT ONLY. EXCEED &'-0" AND AT EVERY &'-O". GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS A5 12. AS AN ALTERNATIVE TO NOTE #I ABOVE, WOOD STRUCTURAL PANELS WITH FAR FLOOR AREA RATIO R.R. ROOF RAFTER SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORT. A THIGKNE55 OF NOT LESS THAN a' AND A SPAN OF NOT MORE THAN &' SHALL -- - -� - m 15. THE CONTRACTOR SHALL OBTAIN CERTIFICATE OF OCCUPANCY. 15. TOP PLATES TO BE DOUBLED AND LAPPED AT CORNERS, SEE ALSO PACE BE PERMITTED AS GLAZING PROTECTION. PANELS SHALL BE PRECUT AND F.A.V. l FRESH AIR VENT STL. STEEL G-004. 1.5. PREFABRICATED WOOD TRUSSES: ASSEMBLIES U51NO PREFABRICATED ATTACHED TO THE FRAMING SURROUNDING THE OPENING. PANELS SHALL BE 14. THE T THE SHALL KEEP PREMISES REASONABLY GLEAN M ALL WOOD TRU55E5 SHALL MEET THE PROVISIONS OF THIS DOCUMENT,THE PREDRILLED AND SECURED WITH THE ATTACHMENT HARDWARE PROVIDED AS FF FINISHED FLOOR S.V. SMART VENT • TIMES. AT THE COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE ALL lb. APPLY ALL CONDITIONS ADDRESSED IN FASTENING SCHEDULE AS GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS AS PER THE ANCHORAGE METHOD SELECTED IN ACCORDANCE WITH TABLE - _-- RUBBISH, WASTE MATERIALS, TOOLS,ETC., CLEAN GLASS AND LEAVE WORK NECESSARY. SET FORTH IN ANSI/TPI I NATIONAL DESIGN STANDARD FOR METAL PLATE R301.2.1.2. ATTACHMENT HARDWARE SHALL BE PERMANENT FF ELEV. FIRST FLOOR ELEVATION TBD TO BE DETERMINED BROOM GLEAN. CONNECTED WOOD TRUSS CONSTRUCTION, THE TRUSS DESIGN DRAWINGS, CORROSION-RESISTANT AND THE ANCHORS SHALL BE PERMANENTLY INSTALLED 17. PROVIDE ALL NAILING AND STRAPPING ADDRESSED ON PACES 6-003. OR THE MANUFACTURER'S CODE EVALUATION REPORT. ON THE BUILDING. �F.J. � FLOOR JOISTS TEMP GL. � TEMPERED GLASS 15. THE CONTRACTOR SHALL CARRY WORKP•1AN'S COMPENSATION AND GENERAL U LIABILITY INSURANCE. ALL SHALL COMPLY WITH STATE AND LOCAL CODES I&. AT "WET WALL" PARALLEL TO JOISTS FRAME DOUBLE JOIST AS PER CODE. lb. GYPSUM: GYPSUM MATERIAL USED IN A STRUCTURAL APPLICATION SHALL FOUND. FOUNDATION THK. THICK AND ORDINANCES. PLUMBING GENERALLY,SEPARATE DOUBLE JOIST THE THIGKNE55 OF WALL ABOVE. SUB MEET THE PROVISIONS OF ASTM G36 SPECIFICATION FOR GYPSUM I. CONTRACTOR SHALL INSTALL WATER SUPPLY, DRAIN, WASTE, AND VENT (DWV) • 16. THE CONTRACTOR SHOULD FULLY GUARANTEE HIS WORK AND THE WORK OF FLOOR SHALL NEVER EXCEED A I6" SPAN. WALLBOARD, ASTM C37 SPECIFICATION FOR GYPSUM LATH,OR ASTM G7q FRGE FLOOD RESISTANT CONSTRUCTION ELEVATION T.O.W. TOP OF WALL r^ SPECIFICATION FOR GYPSUM SHEATHING BOARD. SYSTEMS TO NYS PLUMBING CODE AND NYS DEC REGULATIONS. v J THE COMPLETION ON OF PROJECT. FOR A PERIOD OF AT LEAST ONE YEAR AFTER iq. AT ROUGH OPENINGS PROVIDE ALL APPLICABLE NAILING AND STRAPPING FR. � FRAME � Tr � TREAD COMPLETION OF PROJECT. 2. PROVIDE HOT AND GOLD SHUT OFF VALVES AT ALL FIXTURES. _ n 1 AS PER PAGE 6-003. 1.7. HARDBOARD: HARDBOARD USED IN A STRUCTURAL APPLICATION SHALL --- -- _ w MEET THE PROVISIONS OF ANSI/AHA AI35.4 BASIC HARDBOARD OF FRPR. FIREPROOF TYP. TYPICAL 17. THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER, 3. ALL WATER PIPING TO HAVE GLEAN OUTS AT ALL GRANGES IN DIRECTION Q 20. "P.T." SPECIFIES PRESSURE PRE5ERVATIVELY TREATED LUMBER IN ANSI/AHA AL35.6 HARDBOARD SIDING. -----� AOAIN5 ALL CLAIMS, AND THEIR AGENTS AND EMPLOYEES FROM AND AND AT BASE OF VERTICAL WASTE PIPES. AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES, INCLUDING ACCORDANCE w/AWPA 022;WHERE DRILLING AND/OR GUTTING OCCURS, FIELD FTC. FOOTING U.O.N. UNLESS OTHERWISE NOTED ATTORNEYS FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF TREAT LUMBER w/COPPER NAPTHENATE WHICH SHALL CONTAIN 2% COPPER 1.5 STRUCTURAL PANELS: 4. USE 4" CAST IRON THROUGH FOUNDATION WALL AND PITCHED AT 1/5" PER THE WORK PROVIDED THAT ANY SUCH CLAIM, DAMAGE, LOSS OR EXPENSE (A) METAL BY REPEATED BRUSHING, DIPPING, OR SOAKING UNTIL THE WOOD FOOT. GYP. BD. GYPSUM BOARD VERT. VERTICAL IS ATTRIBUTABLE T BODILY INJURY, SICKNESS, DISEASE OR DEATH OR TO ABSORBS NO MORE. ALSO, FOR HARDWARE USED WITH P.T. LUMBER, I.S.I. PLYWOOD: PLYWOOD USED IN STRUCTURAL APPLICATIONS SHALL - GONTRACTOR IS TO INSTALL HARDWARE THAT 15 SPECIFIED BY P.T. LUMBER MEET THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE H.D._ HOLD DOWN V.I.F. J�VERIFY IN FIELD INJURY TO OR DESTRUCTION OF TANGIBLE PROPERTY (OTHER THAN THE WORK 5. GENERAL TRAP AND WASTE 5IZE5 AS FOLLOWS, UNLESS OTHER.WI5E NOTED: MANUFACTURER SUCH AS: HANGERS, NAILS, SCREWS,FLASHING,ANCHOR BOLTS, VOLUNTARY PRODUCT STANDARD I (PS I) CONSTRUCTION AND _ WHOLE OR U PART BY ANY NEGLIGENT ULT OR OMISSION ). THE ETC. FOR LOCATIONS SUCH AS: LEDGER BD., SILL PLATE, DECK CONSTRUCTION, INDUSTRIAL PLYWOOD, U.S. DEPARTMENT OF COMMERCE VOLUNTARY KITCHEN SINK........................................2 N HDR HEADER w/ WITH CONTRACTOR, ANY SUBCONTRACTOR, ANYONE DIRECTLY OR INDIRECTLY LAVATORY......................... _ � WOOD-BASED STRUCTURAL- USE PANELS APPLICABLE GODS ITSELF INCLUDING THE LOSS OR USE RESULTING THEREFROM). (E) 15 CAUSED IN EMPLOYED BY ANY OF THEM, OR ANYONE FOR WHOSE ACTS ANY OF THEM MAY - SHOWER/TUB....................... 2 HNGR HANGER [HOOD ETC. ANY REFERENCES TO CGA ARE TO REPLACEDP.T. PRODUCT STANDARD 2 PS2 PERFORMANCE STANDARD FOR _ 21. LVL (LAMINATED VENEER LUMBER) DENOTES EITHER OF THE FOLLOWING: EVALUATION REPORTS. """""""""'2 BE LIABLE REGARDLE55 OF WHETHER OR NOT IT IS CAUSED IN PART BY A - TOILET........................................................3" A. WEYERHAEUSER TRUS JOIST 2.OE MIGROLLAM LVL HOR. HORIZONTAL ZR ZONING RESOLUTION PARTY INDEMNIFIED HEREUNDER. - LAUNDRY .................................................2" B. 6EORGIA PACIFIC 2.OE G-P LAM LVL 1.8.2. ORIENTED-STRAND BOARD (OSB), WAFERBOARD ORIENTED-STRAND PSL (PARALLEL STRAND LUMBER) DENOTES: BOARD OR WAFERBOARD USED IN STRUCTURAL IONS SHALL MEET - FLOOR DRAIN..........................................3"BU0.T ALL MATERIALS, ASSEMBLIES, AND METHOD , CONSTRUCTION INCLUDING A. WEYERHAEUSER TRU5 JOIST 2.2E PARALLAM P5L THE PROVISIONS OF U.S. DEPARTMENT OF COMMERCE VOLUNTARY BUT NOT LIMITED TO FORM-WORK,BLOCK-Y�IORK, FRAMING, NAILING, PLACING ALL TO BE INSTALLED AS PER MANU. SPEG.'s PRODUCT STANDARD 2 (P52) PERFORMANCE VOLUNTARY PRODUCT b. ALL SYSTEMS TO HAVE ONE 3" MAIN VENT STACK AND INCREASED TO 4" - - ---- - /�I I '�/�` '� OF CONCRETE,ETC. ARE TO BE CAREFULLY SUPERVISED BY THE CONTRACTOR STANDARD FOR WOOD-BASED STRUCTURAL- USE PANELS OR THROUGH ROOF. I I O I `� FENESTRATION R l.�Cl� I R I I I `lTS TO BE SURE THEY ARE IN ACCORDANCE WITH THE DRAWINGS, SPECIFICATIONS,DRN 22. I-JOIST FLOOR SYSTEMS SHALL BE IN ACCORDANCE WITH THE WOOD APPLICABLE CODE EVALUATION REPORTS. APPLICABLE GORES AND GOOD PRACTICE. DEVIATIONS FROM THE DRAWINGS FRAMING MATERIAL STANDARDS SECTION, THE GOVERNING BUILDING GORE, 7. PROVIDE FROST-PROOF HOSE BIBS WITH EASILY ACCESSIBLE DRAIN 4 AND SPECIFICATIONS OF WILL NOT BE PERMIT(ED WITHOUT WRITTEN AND ANY ADDITIONAL REQUIREMENTS SET FORTH IN THE MANUFACTURERS 1.5.5. PARTICLE BOARD: PARTICLE BOARD USED IN STRUCTURAL DRAIN COCKS AS REQ'D. HOSE BIBS SHALL BE PROVIDED WITH BAGKFLOW AUTHORIZATION OF THE ARGHITEGT/ENGINEER. PROTECTION. CODE EVALUATION REPORT. APPLICATIONS SHALL CONFORM TO ANSI A20&.1 AND ANY Iq. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS REQUIREMENTS AS SET FORTH IN THE MANUFACTURER'S CODE 5. WASTE FROM CLOTHES WASHERS AND LAUNDRY TUBS ARE TO BE PROVIDED PROPOSED DESIGN GODS PRESGRIPTI�E VALUE 4 NEEDED, UNLESS OTHERWISE SPECIFIED. ALL DIMENSIONS AND CONDITIONS NO NOTCHES IN THE TDP E BOTTOM EDGE OF RAFTER SAWN RAFTERS SHALL EVALUATION REPORT. WITH BACK FLOW PROTECTION. COMPONENT GOMPL I ES PERTAINING ARE TO BE FIELD VERIFIED. NOT BE GUT IN THE MIDDLE ONE-THIRD OF THE RAFTER SPAN. NOTCHES IN THE VALUE CITATION (PER 2020 NYSEGGG) OUTER THIRDS OF THE SPAN SHALL NOT EXCEED ONE-SIXTH OF THE ACTUAL 1.5.4. FIBERBOARD: FIBERBOARD USED IN STRUCTURAL APPLICATIONS q THE WATER SUPPLY AND SANITARY SYSTEM SHALL COMPLY WITH LOCAL 20. CONTRACTOR TO REMOVE 4 RELOCATE AS REQUIRED ALL EXISTING WORK RAFTER DEPTH. WHERE NOTCHES ARE MADE AT SUPPORTS THEY SHALL NOT SHALL MEET THE PROVI5ION5 OF ANSI/AHA AIg4.1 CELLULOSIC HEALTH DEPARTMENT STANDARD AND REGULATIONS. - --- -- --_ ---- --- WHICH INTERFERES WITH NEW CONSTRUCTION IN A WORKMAN LIKE MANNER. EXCEED ONE-FORTH THE ACTUAL RAFTER DEPTH. BORED HOLES ARE LIMITED FIBERBOARD OR ASTM G208 STANDARD SPECIFICATION FOR IN DIAMETER TO ONE-THIRD THE ACTUAL RAFTER DEPTH AND THE EDGE OF THE CELLULOSIC FIBER INSULATING BOARD. 10. APPROVAL AND INSPECTION 5 REQUIRED BY LOCAL JURISDICTION PRIOR U-VALUE = 0.25 MAX. U-VALUE = 0.52 21. ALL MATERIALS ARE TO BE INSTALLED AS PER MANUFACTURER'S HOLE TO CONGEALMENT OF PLUMBING. HOLE SHALL NOT BE OL05ER THAN 2 INCHES TO THE TOP OR BOTTOM EDGE5. FENESTRATION U-VALU AIR LEAKAGE = 0.30 GFM/SF E MAX. AIR LEAKAGE = 0.50 GFM/SF YES SPECIFICATIONS, UNLE55 NOTED OTHERWISE: 5. STRUCTURAL PANEL SIDING STRUCTURAL PANEL SIDING USED IN PER R402.4.3 4 TABLE R402.1.4 - CLIMATE ZONE 4 24. NOTCHES IN EITHER EDGE OF STUDS SHALL NOT BE LOCATED IN THE STRUCTURAL APPLICATIONS SHALL MEET THE REQUIREMENTS OF U.S. 11. NOTCHING AND BORING OF STUDS,JOISTS, RAFTERS AS PER BUILDING CODE. -- MIDDLE ONE-THIRD OF THE STUD LENGTH. NOTCHES IN THE OUTER THIRDS OF DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARD I - - 22. PROVIDE FIREBLOGKING AS PER NEW PORK ACCESSIBILITY STANDARDS. THE STUD LENGTH SHALL NOT EXCEED 25% OF THE ACTUAL DEPTH. BORED NO NOTCHING AND BORING OF STRUCTURAL MEMBERS SHALL BE PERMITTED (PS- 1), THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL NOR ANY POTENTIAL DAMAGE THEREOF. EXTERIOR (2"x6") WOOD R-21 BATT INSULATION MN. R-VALUE = 20 (CAVITY) 25. PLEASE NOTE THAT THESE PLANS ARE PROTECTED AGAINST ANY HOLES SHALL NOT EXCEED 40% OF THE ACTUAL STUD DEPTH AND THE EDGE REQUIREMENTS AS SET FORTH IN APPLICABLE CODE EVALUATION FRAME WALL R-VALUE PER TABLE R402.1.2 - CLIMATE ZONE 4 YES UNAUTHORIZED USE UNDER FEDERAL LAW BY THE ARCHITECTURAL WORKS OF THE HOLE SHALL NOT BE CLOSER THAN 5/5" TO THE EDGE OF THE STUD. REPORTS. 12. PER NY5 PG 425.4, A 4"x3" CLOSET BEND SHALL BE AN ACCEPTABLE COPYRIGHT PROTECTION ACT OF IggO (AK FA), WHICH HAS SEVERE PENALTIES. NOTCHES AND HOLES SHALL NOT OCCUR IN THE SAME GROSS-SECTION. WATER CLOSET CONNECTION. WHERE A 3" BEND 15 UTILIZED,A 4"x3" FLANGE COMPLIANCE STATEMENT: 2.2. FASTENERS AND CONNECTORS: ALL FASTENERS AND CONNECTORS SHALL SHALL BE INSTALLED TO RECEIVE -HE FIXTURE HORN. 25. FOR NEW WALLS, A PERFORATED SHEAR.WALL SYSTEM 15 USED. THE CONFORM TO THE STANDARDS SPECIFIED IN M 2.2.1 THROUGH M 2.2.7. TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGMENT, THESE PLAN AND SPEGIFIGATIONS ARE IN GENERAL WIND PROTECTION CONNECTION NOTES: CONTRACTORS ATTENTION 15 DIRECTED TO THE APPLICABLE DETAILS, COMPLIANCE WITH THE 2020 NY5 ENERGY CONSERVATION CONSTRUCTION CODE USING CHAPTER 4 [RE]. ADAPTED FROM STANDARD FOR HURRICANE: RESISTANT RESIDENTIAL NOTES, AND TABLES ON PAGE 6-005 4 0-004. THE FASTENING SCHEDULE 2.2.1. BOLTS: BOLTS SHALL COMPLY WITH ANSI/ASME B 15-2.1 SQUARE AND ELECTRICAL: N CONSTRUCTION;SSTD 10-qq AND 2015 SBC HIGH WIND EDITION WOOD FRAME SPECIFIES THE REQ'D NAILING FOR THE SHEATHING(ANY NAILING HEX BOLTS AND 50REW5 (INCH SERIES). I. ALL NEWLY INSTALLED ELECTRICAL WORK OR APPLIANCES SHALL CONFORM Z CONSTRUCTION SPECIFICATIONS ON THE FLOOR PLANS SHALL SUPERSEDE THE FASTENING TO 2017 NATIONAL ELECTRIC CODE, NFPA 70 AND 2020 NEW YORK STATE I. A CONTINUOUS LOAD PATH BETWEEN FOOTINGS, FOUNDATION WALLS, SCHEDULE). HOLDOWNS OPERATE IN CONJUNCTION WITH THE PERFORATED 2.2.2. LAG SCREWS: LAG SCREW5 OR LAG BOLTS SHALL COMPLY WITH ANSI/ ENERGY CONSERVATION CONSTRUCTION CODE. FLOORS, STUDS AND ROOF FRAMING SHALL BE PROVIDED. SHEARWALL SYSTEM (INSTALL AS PER APPLICABLE DETAILS 4 MANU. SPEG.'s). ASME BI8.2.1 SQUARE AND HEX BOLTS AND SCREWS (INCH SERIES). HOLDOWN LOCATIONS ARE SPECIFIED ON THE FOUND./FLOOR PLANS. 2. CONTRACTOR WILL FURNISH A FRE UNDERWRITERS CERTIFICATE UPON V 2. APPROVED CONNECTORS, ANCHORS AND OTHER FASTENING DEVICES NOT 2.2.3. TRUSS METAL CONNECTOR PLATES: TRUSS METAL CONNECTOR PLATES COMPLETION OF WORK. INCLUDED IN THE STANDARD BUILDING CODE, SECTION 2306 OF IBC, SHALL 26. COLUMN BEARING AS FOLLOWS: SHALL MEET THE REQUIREMENTS OF AN51/TPI I NATIONAL DF-51ON BE USED IN ACCORDANCE WITH MANUFACTURER'S REGOMMENDATION5. WOOD POSTING TO BE BLOCKED SOLID TO FOUND.WALL w/END GRAIN, STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, 3. SMOKE DETECTORS, IN CONFORMANCE WITH NFPA 72: TREATED WOOD 4 FLASHING. STEEL COLUMNS ARE TO BEAR UPON FOUND. THE GOVERNING BUILDING CODE, AND ANY ADDITIONAL REQUIREMENTS - GENERALLY,VERIFY OR PROVIDE HARD WIRED - 3. METAL PLATES, CONNECTORS, SCREWS, BOLTS AND NAILS EXPOSED WALL w/STEEL SHIMS 4 A MIN. 5/4" OF NON-SHRINK GROUT. AS SET FORTH IN THE MANUFACTURER'S CODE EVALUATION REPORTS. SMOKE DETECTORS W BATTERY BACK-UP IN: DIRECTLY TO THE WEATHER OR SUBJECT TO SALT CORROSION IN COASTAL SECURE w/(2) 1/2" -P ANCHOR BOLTS (4" LONG EXPANSION BOLTS ® TABLE R301.1 CLIMATIC 4 GEOGRAPHIC DESIGN CRITERIA ui AREAS SHALL BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. EXIST. WALLS 4 12" LONG HOOKED BOLTS ® NEW FOUND. WALLS). FOR ANY 22.4. METAL CONNECTORS WHERE METAL PLATE OR STRAPPING SIZE AND A. EACH SLEEPING ROOM ALLOWABLE DEFLECTION OF STRUCTURAL MEMBERS _ a 4. WHERE WINDOWS AND DOORS INTERRUPT WOOD STRUCTURAL PANEL POSTING ® G.M.U. WALL SEE PLAN FOR REQUIRED REINFORCING (® MIN. I&" GAGE ARE SPECIFIED, MINIMUM A5TM A653,STRUCTURAL QUALITY, 0 SHEATHING AND SIDING, FRAMING ANC-FORS OR CONNECTORS SHALL BE WIDE 3 COURSES OF SOLID BRICK MASONRY CENTERED ® POSTING,U.O.N). GRADE 33 STEEL SHALL BE USED. OTHER METAL CONNECTORS SHALL B. OUTSIDE OF EACH SEPARATE SLEEPING _ _ GROUND SNOW LOAD 25 LB5 HOWEVER, WHEN COLUMN OR POSTING IS PART OF THE LOAD PATH FOR USE MEET THE REQUIREMENTS OF THE GOVERNING BUILDING CODE AND ANY AREA IN THE IMMEDIATE VICINITY OF PROVIDED AT THE TOP AND BOTTOM OF CRIPPLE STUDS, HEADER STUDS ALLOWABLE AND AT LEAST ONE STUD AT EACH SIDE OF OPENING. IN A SHEAR.WALL, ALL ANCHORS MAKING AN ATTACHMENT ARE TO BE w/ CODE ADDITIONAL REPORTS. S SET FORTH IN THE MANUFACTURER'S THE BEDROOMS (GENERALL" THE HALLWAY) STRUCTURAL MEMBER DEFLECTION BASIC WIND SPEED 130 MPH PROJECT: STANDARD SHEARWALL HARDWARE (w/NOTED VALUES) 4 ANCHOR BOLTS, „ G. EVERY LEVEL OF DWELLING - 5. RIDGE STRAPS SHALL BE ATTACHED TO EACH PAIR OF OPOOSINO U.O.N. WITH TOP GAPS ® STEEL COLUMNS TO BE MIN.Ya BENT PLATE 5" LONG 225 NAILS: NAILS SHALL COMPLY WITH ASTM F 1667 STANDARD (BASEMENT, FIRST FLOOR, 4 SECOND FLOOR, ETC.) RAFTERS HAVING SLOPES GREATER THEN 5/12 EXPOSURE CATEGORY B RAFTERS EXCEPT WHERE COLLAR TIES OF I"xb" OR 2"x4" LUMBER IS w/ b" RISE 4 w/(2) s/4"(P BOLTS THROUGH CENTER LINE OF VERTICAL LEGS SPECIFICATION FOR DRIVEN FASTENERS: NAILS, SPIKES, AND STAPLES. L/I80 PALENCIA LOCATED IN UPPER THIRD OF ATTIC, SPACE AND ATTACH TO EACH PAIR OF SET b' DIST.,U.O.N. - ADDITIONAL INFO. IS FOUND ON PAGE 6-003. W/ NO FINISHED CEILING ATTACHED TO RAFTERS SEISMIC DESIGN CATEGORY B RESIDENCE RAFTERS. 2.2.6. PNEUMATIC NAILS AND STAPLES: PNEUMATIC NAILS AND STAPLES b. UPLIFT CONNECTORS SHALL BE PROVIDED AT EACH RAFTER BEARING. MECHANICAL, FUEL GAS: SHALL MEET THE REQUIREMENTS OF THE GOVERNING BUILDING GORE INTERIOR WALLS 4 PARTITIONS H/180 AND ANY ADDITIONAL REQUIREMENTS ASSET FORTH IN THE WEATHERING SEVERE MANUFACTURER'S GORE EVALUATION REPORTS. 7. FLOOR TO FLOOR HOLD-DOWNS TO BE PROVIDED EVERY 45" AND EVERY I. MECHANICAL AND FUEL OAS SYSTEMS SHALL COMPLY w/THE FLOORS 4 PLASTERED CEILINGS L/350 FROST LINE DEPTH Ib" WITHIN 4' OF EXTERIOR CORNERS. NYS MECHANICAL CODE AND FUEL GAS CODE 2.2.7. 50REW5: SCREWS SHALL COMPLY WITH ANSI/ASME B 0.6.1 8. SILL PLATE TO FOUNDATION ANCHORAGE;SILL PLATE SHALL BE ANCHORED 2. ALL MECHANICAL SYSTEMS, APPLIANCES, 4 EQUIPMENT SHALL BE LISTED, wOODSGREWs (INCH SERIES). ALL OTHER STRUCTURAL MEMBERS L/24o 755 ORIOLE DRIVE TERMITE MODERATE TO HEAVY TO THE FOUNDATION WITH ANCHOR BOLTS HAVING A MIN. BOLT DIAMETER LABELED, 4 INSTALLED IN ACCORDANCE w/MANUFACTURER'S SPEC.'S 4 CODE. SOUTHOLD NY 11971 OF J" AND 3"xVxk" WASHERS. A MINIMUM OF ONE ANCHOR BOLT SHALL BE EXTERIOR WALLS W/ PLASTER OR STUCCO FINISH H/360 PROVIDED WITHIN 6 TO 12 INCHES OF EACH END OF EACH PLATE. ANCHOR 3. ALL FUEL 6A5 SPACE HEATING APPLIANCES IN RESIDENTIAL BUILDINGS ICE BARRIER REQUIRED YES BOLTS SHALL HAVE A MINIMUM EMBEDMENT OFT' IN GONGRETE/MASONRY SHALL BE EQUIPPED w/ FLAME SAFEGUARD DEVICE WHICH SHUTS OFF THE FUEL FOUNDATIONS. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12" OR CORNERS SUPPLY TO THE BURNER WHEN THE FLAME OR PILOT LIGHT 15 EXTINGUISHED. I I/�` J� }� /� /� I,�I }� I,�I /'� J� I�t�I � I I�tl�//STR1���I I ALL/ l� Y�l I I�l�®Y�4/�O�/R HEADER EXTERIOR WALLS - WIND LOADS W/ BRITTLE FINISHES L/240 DRAWING TITLE: AND AT SPACING NOT EXCEEDING 4' 01N CENTER. 4, SUPPLY 4 RETURN DUCTS OR PORTIONS THEREOF NOT LOCATED EXTERIOR WALLS - WIND LOADS W/ FLEXIBLE FINISHES L/120 COMPLETELY INSIDE THE BUILDING THERMAL ENVELOPE SHALL BE INSULATED GENERAL NOTES _-_ -- CODES AND REFERENCE STANDARD: TO AN R-VALUE OF AT LEAST (NYS ECG R403.3): NOTATION: ENERGY TABLE I. ALL NEW WORK PERFORMED SHALL CONFORM TO THE 2020 NEW YORK A - NUMBER OF 8d NAILS ® EA. END OF STRAPPING (200 WFGM,TABLE 3.7,P. 151);WHEN STRAPPING STATE BUILDING CODE, 2020 NEW YORK STATE RESIDENTIAL CODE, 2020 DUCTS 5"(P 4 GREATER, LOCATED IN ATTIC: R-& REQUIRES OVER 14 NAILS,USE 5IMP50N CS16 STRAPPING (OR EQUAL). STRUCTURAL DESIGN CHARTS NEW YORK STATE PROPERTY MAINTENANCE GORE, AND 2020 NEW YORK DUCTS UNDER 3"4), LOCATED IN ATTIC: R-6 B - NUMBER OF SILL STUDS-ON FLAT(DOES NOT APPLY TO DOORS) (2015 WFGM,TABLE 3.2313,P. 2,11) STATE ENERGY CONSERVATION CONSTRUCTION GORE. DUCTS 3"0 4 GREATER, OTHER PORTION OF BUILDING: R-b G - NUMBER OF FULL HEIGHT KING STUDS ® EA. 51DE OF HEADER(2015 WFGM,TABLE 3.230,P. 2q2; DUCTS UNDER 3"m,OTHER PORTIONS OF BUILDING: R-4.2 1. ALTERNATE AS PER TABLE 3.23D,P. 2c3) STRUCTURAL DES I CAN LOADS 2. REFERENCE STANDARD USED FOR ALL HOOD FRAMING,CONNECTIONS OF AW D - NUMBER OF 16d NAILS,END-NAILED THROUGH ADJACENT KING STUD TO END OF HEADER® EA. SIDE WOOD FRAMING, AND CONNECTION TO FOUNDATION - 2015 WOOD FRAME (2018 WFGM,TABLE 3.7,P. 18q) CONSTRUCTION MANUAL BY THE AMERIGAN FOREST 4 PAPER ASSOCIATION G E (2-PLY) - NUMBER OF JACK STUDS 6 EA. END OF 2-PLY HEADER(2018 WFGM,TABLE 3.22F,P. 288) USE LIVE LOAD DEAD LOAD PAGE: (AF4PA) AMERIGAN WOOD COUNCIL (AW(f,). INSULATION E(5-PLY) - NUMBER OF JACK STUDS® EA. END OF 3-PLY HEADER(2016 WFGM,TABLE 3.22F,P. 28B) 3. ALL PLUMBING WORK SHALL CONFORM TO THE 2020 NEW PORK STATE I. ALL EXTERIOR WALLS AND ROOFS SHALL BE INSULATED WITH FOIL FACED F - NUMBER OF Ibd NAILS, END-NAILED THROUGH ADJACENT JACK STUD TO END OF 51LL(5) ® EA. SIDE 002m FOIL TO BE PLACED TOWARD WARM SIDE FIBERGLASS BATT INSULATION BY JOHN MANVILLE OR APPROVED EQUAL. B EXTERIOR BALCONIES 40 psf 15 sf PLUMBING GORE. E (DOES NOT APPLY TO DOORS) (2018 WFGM,TABLE 3.8,P. 191) P p � . 4. ALL MECHANICAL WORK SHALL CONFORM TO THE 2020 NEW YORK STATE 2 PROVIDE 2" R-10 RIGID FOAM INSULATION FOR EXTERIOR FOUNDATION FASTENING SCHEDULE B DECKS 40 psf 15 psf MECHANICAL CODE AND 2020 NEW YORK STATE FUEL OAS CODE. WALLS FROM 6" BELOW GRADE TO 24" BELOW GRADE IF DESIRED BY F ROUGH OPENING FRAMING REQUIREMENTS FOR WINDOW/DOOR OPENINGS 5. ALL ELECTRICAL WORK SHALL CONFORM TD 2017 NATIONAL ELECTRIC CONTRACTOR OR OWNER. CARE SHOULD BE TAKEN NOT TO DAMAGE (IN ACCORDANCE WITH WOOD FRAME GOV5TRUCTION MANUAL 2016 EDITION) PASSENGER VEHICLE GARAGES 50 psf AS PER PLAN CODE, NFPA 70 AND 2020 NEW YORK STATE ENERGY CONSERVATION FOUNDATION WATERPROOFING. A CONSTRUCTION GORE. UNINHABITABLE ATTICS WITHOUT STORAGE DATE: 07/ 2/24 2 OF 5 3. GENERALLY, UNLESS NOTED OTHERWISE, INSULATE AS FOLLOWS: MAX NOTATION E E (MAX CLEAR HOT < 42") 10 psf 15 psf GYPSUM WALL BOARD - q" R-30 FOR FLAT CEILINGS I. GYPSUM WALL BOARD SYSTEMS SHALL BE OF A TAPE JOINT AND JOINT - &.25" R-300 FOR VAULTED AND CATHEDRAL CEILIN65 ROUGH A $ G D (2-PLY (3-PLY F UNINHABITABLE ATTICS WITH STORAGE OPENING HDR) HDR) (MAX CLEAR HOT > 42") 20 psf 15 psf COMPOUND METHOD. - 3.5" R-15 FOR 2"x4" WALL CONSTRUCTION 2. ALL GYPSUM BOARD SHALL BE I/2" ON WALLS AND CEILING,UNLESS - 5.25" R-21 FOR 2"xb" WALL CONSTRUCTION HABITABLE ATTICS 4 - 5.25" R-21 FOR FLOORS 2'-O" 2 I I 2 I I 2 ATTICS SERVED BY FIXED STAIRS 30 psf 15 psf _ OTHERWISE NOTED. WATER RESISTANT (W.RJ AT BATHROOMS AND WHERE DEEMED APPLICABLE. 4'-O" 5 1 2 3 1 I 5 ROOMS OTHER THAN SLEEPING ROOMS 40 psf 15 psf 3. 5/5", ONE HOUR RATED, TYPE 'X' GYPSUM BOARD ON CEILING AND WALLS (WHERE APPLICABLE) AT HEAT PRODUCING EQUIPMENT TO EXTEND THREE FEET - PROVIDE (2) 2"xl0" HDR (MIN) U.O.N. 6'-O" 4 1 5 4 1 1 4 SLEEPING ROOMS 30 psf 15 psf ("�j •''` IN EACH DIRECTION BEYOND THE UNIT(S). AL50 AT HEAT PRODUCING EQUIPMENT, CONCRETE FLOOR OR IF PLACED ON WOOD FRAME, INSTALL 8'-O" 6 2 5 5 1 1 5 STAIRS 40 psf 15 psf 1 CONCRETE PANELS OF 5/8" THICKNESS MINIMUM. 10'-O" 7 2 4 6 2 1 6 GUARDRAILS AND HANDRAILS 200 psf 15 psf 4. FINISH JOINTS, J-BEADS, NAIL DIMPLES, CORNERS, AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS OF JOINT COMPOUND. ALLOW 24 HOURS TO DRY BETWEEN GOATS. FINAL GOAT TO BE SANDED SMOOTH. L 12'-O" 8 2 �✓- S 2 I 8 ROOF LOADING (LIVE = GROUND SNOW LOAD) 25 psf 15 psf 5. METAL CORNER BEAD TO BE USED ON ALL OUTSIDE CORNERS AND AROUND ALL OPENINGS. `ALL STRUCTURAL DESIGN CONSIDERATIONS ARE IN CONFORMANCE WITH b. FASTEN GYPSUM BOARD AS PER FASTENING SCHEDULE ON PAGE 0-00 . ASCE 7-I6 (MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES) (5E I ERAL SNr�50L IMF I : NEW PARTIAL HEIGHT _ EXISTING TO BE DEMOLISHED WN� DOOR OOD FRAME (L.O. 5TL. TO BE(REMOVED Q WHEN APPLICABLE) EXISTING TO REMAIN 6A5 0 NEW FOUNDATION WALL EXISTING WASHER S GRYER METER 4 VgX5'4"H GLIDER Lu NEW WOOD FRAME (L.G. � To BE REMOVED � J co 5TL. WHEN APPLICABLE) - (y) NEW I-HR FIRE RATED ® MIN. (2) ZX4" STRUCTURAL w \ �`\� / WOOD FRAME (L.5. 5TL. POST FOR 4" WALLS __J W.H. ® 6-) rr WHEN APPLICABLE) (MIN. (2) 2 xb STRUCTURAL O NEW 2-HR FIRE RATED POST FOR 6" WALLS), U.O.N. / I I O O = O � (.0 WOOD FRAME (L.G. 5TL. p 0 L i�_=J_ N(X O EXISTING REFRIGERATOR Q Q C (\j z O WHEN APPLICABLE) _ O 1 F---- - -1 X F EXIST. OO O TO BE RELOCATED a '— Y g STEP XIS I W ATHROOM Ir ¶ X X fT3 H w l I 0 �� I� i1 w Q X 4 fV d I �/ `� II EXIST. KITCHEN/ n�°y O OIL O m a-+ C9 uxi iv L ` I II LIVING ROOM '� ate-+ � L C O Q ca EXIST. Q a O STEP HALLWAY I — — — — — — — — — — — I EXISTING DOOR I TO BE REMOVED EXIST. KITCHEN/ LIVING ROOM I EXISTING WALL X ALL EXISTING CABINETS, I TO BE DEMOLISHED w n GL. PLUMBING FIXTURES d F- APPLIANCES TO BE REMOVED - i + T_J__J II °G L-1 ® ® EXIST. 3� HOW. U T D EXIST. c c EXIST. (�'/) s BEDROOM BEDROOM M w N I ■ t j N EXISTING WINDOWS II L TO BE REMOVED W a EXIST. �I tu I Q wtu U GL. w 0- w I II L-- 0) == ---- (2) EXIST. (2) EXIST. (fl 2'b"WX3'b"H D.H. 2'b"WX3'I D.H. nvv l�� CLW cl PROPOSED FIRST FLOOR DEMOLITION PLAN SCALE: 1/4" = P-O" DEMOLITION NOTE: PROVIDE SHORING AND SUPPORT TO ALL AFFECTED STRUCTURAL MEMBERS PRIOR TO THE COMMENCEMENT OF ANY DEMOLITION OR CONSTRUCTION. TEMPORARY SHORING/DEMO SEQUENCING NOTES: I. INSTALL TEMP. POST5 6 GIRDER PER DEMOLITION PLAN it PER DETAILS. 2.REMOVE EXIST. GIRDER. 3.INSTALL NEW GIRDER PER PROPOSED PLANS;SECURE EXIST. FLOOR JOISTS TO NEW 61RDER. 4.REMOVE TEMP. POSTS d GIRDERS. (2) EXIST. EXIST. (2)EXIST. (2) EXIST. 2'b"WX3'IO"H D.H. I'II"WX2'I0"H D.H. 2'0"WX3'2"H CASE. 2'&"WX3'IO"H D.H. Z w � 1 � 0 ° U EXIST. DW BATHROOM I �u O Lu EXIST. MASTER Q BEDROOM 0 0 F O O EXIST. DINING x PROJECT: c, O EXIST. d ROOM w= = EXIST. � KITCHEN r-�GL. PALENCIA O z EXIST. m- � BATHROOM RE . a RESIDENCE w6 z EXIST. 755 ORIOLE DRIVE HALLWAY io x SOUTHOLD, NY 11971 N v:z = wiv X-ST. I� F---- tAK Q cL. I I , tu 0 o DRAWING TITLE: I �� PORTION OF EXISTING EXIST. m u_ WALL TO BE DEMOLISHED CL. +o_ m PROPOSED DEMOLITION PLANS EXIST. EXIST. ® ® Lu il BEDROOM GL. DOOR TO BE REMOVED F EXIST. LIVING n ROOM EXIST. BEDROOM PAGE: EXIST. A-101m00 EXIST. STOOP EXIST. EXIST. EXIST. 3 OF rJ 2'II"WX3'IO"H D.H. 2'II"WXVIO'i D.H. Q I'IO"WX5'I CASE. - --- I'10"WXS'4"H cAse. DATE: 07/12/24 (2) EXIST. N I'10"WX5'ci"H PIG. X w Y"" .. F PROPOSED SECOND FLOOR DEMOLITION PLAN SCALE: 1/4" = 1'-0" (5E I `tERAL 5"'-r��50L E'*,r : _ EXISTING TO BE DEMOLISHED NEW PARTIAL HEIGHT LINE OF SECOND /i WOOD FRAME (L.G. STL. STORY CANTILEVER Q WHEN APPLICABLE) 20'-4" EXISTING TO REMAIN - 2" 6" -2" - NEW FOUNDATION WALL 2'-8" 3'-i" 2'-4" 4'-4" W STL. WHENDA PLICABE) METER�}� EXIST. iIJ W O J 4'O"WX3'4"H GLIDER ('7 MIN. (2) 2"x4" STRUCTURAL d Q N NEW I-HR FIRE RATED © c Ln WOOD FRAME (L.G. 5TL. POST FOR 4" WALLS N = 07 WHEN APPLICABLE) (MIN. (2) 2"xb" STRUCTURAL O POST FOR b" WALLS), U.O.N. _ iv = -a } C09 NEW 2-HR FIRE RATE: m MOD. MECH. _ WOOD FRAME (L.G. STL. in ROOM i WHEN APPLICABLE) p o REPLACE MOD. p O N z O O WITH O BATHROOM O 'ca L!) ,Y F 33 5F. (� STEP O STACKING - N m _ mx X a W/D MOD. KITCHEN/ sX r 0 O N F 3 w F OS I LIVING ROOM O O m (9 m= Q � Q � 212.4 S.F. ry- - � O +-+ � FLOOR PLAN NOTES w n m �_xeA z �ry � CVO -J � DOOR NOTE: - - RELOCATED in Q 0 a O REFRIGERATOR Oj I. INSTALL NEW INTERIOR DOORS WHEN GALLED OUT _ ALIGN Q - �9 ON PLANS BY 'JELD-WEN' (OR EQUAL). - - - 2.INSTALL NEW EXTERIOR DOORS WHEN GALLED OUT STEP m MOD. ON PLANS BY "fHERMATRU' (oR EQUAL). EXIST. FINISHED rn HALLWAY 5.NOTE DOES NOT INDICATE EACH NEW DOOR BASEMENT REG AREA. PROPOSED;SEE DE516NATIONS & DOOR SCHEDULE. �- _ IK W 4.PLACE DOORS 4" MIN. FROM PERPENDICULAR O WALL5,U.O.N. -' U~i 5. INSTALL AS PER MANU SPEG.'s - y n X EXIST. 3 NATURAL VENTILATIOHN Lv b.PROVIDE (2) 2"xl0" HDR.,U.O.N. 7� lu G-2 '1. SEE PAGE 0-005 FOR ALL OTHER FRAMING /fcFLOOR „ � 5.q S.F. SM/GO AREA 170 S.F. ELEMENTS AROUND DOORS (TYP. FOR ALL) U.O.N. �QR "'�Tj�J _ I-J i -i RESERVED: S.F. REQ. S.F. PROV. " 2 i ee� �" ® ® EXIST. gb GLC. U LIGHT O p f- GL. HGHT. ? ; EXISTING c v 126 S.F. 7) _ SMOKE DETECTOR / CO DETECTOR NOTES: O STORAGE _ EXIST. rQ D 6.8 S.F. 12.8 S.F. O 1. CONTRACTOR SHALL PROVIDE CODE COMPLIANT SS - BEDOROOM p ...�� SMOKE /CARBON MONOXIDE COMBINATION DETECTOR r HARD WIRED TO EACH OTHER w/BATTERY BACKUP. X '� 2.INTERCONNECTION BETWEEN NEW d EXISTING DEVICES w SHALL NOT BE REQUIRED WHERE EXI5TIN6 ALARMS ARE NOT INTERCONNECTED, AS PER NYS R314.4. _ 0 w ~Iu U 5.PROVIDE SMOKE/GO DETECTORS AS INDICATED, AND EXIST. w z w F PER GENERAL ELECTRICAL NOTES ON PAGE 6-002. �y GL. 4 w 0. L j 1 4.SMOKE /CO DETECTORS TO MAINTAIN 5' MIN. HORIZONTAL SEPARATION FROM SUPPLY/RETURN DUCTS $ OPENINC75 TO BATHROOMS w/SHOWER OR TUB. • 5. INSTALL ALL AS PER MANU. SPEG.'s (2) EXIST. NEW GX255 CASE. b.SMOKE DETECTOR AND CARBON MONOXIDE DETECTOR 2'6"WX5'b"H D.H. E6RE55 WINDOWS (�1 IN COMPLIANCE WITH LOCAL CODE WINDOW NOTE: LINE OF SECOND Q O I. ALL NEW WINDOWS d DOORS SHALL BE __- CASEMENT, 5'-I" 2'-b" 3'-II" 5'-3" 5'-I" STORY CANTILEVER DOUBLE-HUNG, OR GLIDING (AS NOTED). INSTALL AS PER 4" MANU. SPEC.'S. 12'-3" 10'-4" 6-6" 2.NOTE DOES NOT INDICATE EACH NEW WINDOW PROPOSED; SEE DESIGNATIONS d WINDOW SCHEDULE. _5 5.FOR SUBSTITUTIONS,SEE NOTE " IN "CLASS WINDOWS AND DOORS" ON PAGE 6-002. 4.ALL CASEMENT WINDOWS TO HAVE STRAIGHT ARM HINGE. 5. ALL DOUBLE HUNG WINDOWS TO BE TILT WA5H I Q PLAN 6.6.GENERAL, TEMP. 6LI SHALL BE PROVIDED: PROPOSED FIRST FLOOR� b.l. FOR ALL SKYLIGHTS B OPERABLE PANELS OF SWINGING, 5LIDIN6, d BIFOLD DOORS b.2. WITHIN IS" OF F.F. S.F..5. WITHIN 24" OF A DOOR I J 0-71 HAE3ITABLE SPAGE' 10-71 S.F. OROSS FLOOR AREA SCALE: 1/4" = 1'-0" b.4. WITHIN STAIRWAYS d WITHIN 5b" OF A LANDING 6.5. WITHIN TUB/SHOWER ENCLOSURES 6.6. SEE ALSO GENERAL NOTES ON PAGE 6-002 7. SEE PAGE 0-005 FOR FRAMING ELEMENTS AROUND WINDOW5 (TYP. FOR ALL) U.O.N.;PROVIDE AT A MINIMUM (2) 2"xlO" HEADER U.O.N. 5.WINDOW FALL PROTECTION SHALL BE PROVIDED PER NY5 R312.2 FOR OPERABLE WINDOWS WITH SILL HEIGHTS LE55 THAN 24" ABOVE F.F.,THAT ARE MORE THAN 72" ABOVE GRADE OR THE ADJACENT SURFACE AT THE BUILDING EXTERIOR. EGRESS NOTE: IN COMPLIANCE WITH NEW YORK STATE BUILDING (2) EXIST. EXIST. (2)EXI5T. (2) EXIST. CODE,SECTION R310.2.1;THE FOLLOWING MEANS Cr- 2'6"WX5'10"H D.H. i'II"WX2'10"H D.H. 2'0"WX5'2"H CASE. 2'b"WX5'10"H D.H. EORE55 SHALL BE FOLLOWED: ----------- NET CLEAR OFENINO........... 5.7 S.F. NET CLEAR HEIGHT............... 24" MINIMUM NET CLEAR WIDTH................. 20" MINIMUM EXIST. L DWJ ONEW LAUNDRY ROOM: BATHROOM 5 I. NEW WASH /DRY HOOK UP O 2.COORDINATE LAUND. ROOM $ DOOR DIM.'s w/SIZE OF EQUIP. 5.PROVIDE HOOK UPS AS REQ'5 PER MANU. O ? Z EXIST. MASTER Q W DRYER EXHAUST NOTE: BEDROOM O O O 2p I. DUCT SHALL TERMINATE TO EXTERIOR 2.DUCT SHALL TERMINATE MIN. 4'-0" FROM ANY Y O EXIST. DINING w U OPENINGS p EXIST. .4 ROOM 5.DUCT 51ZE AS PER MANU. EXIST. KITCHEN 4.DUCT SHALL BE EQUIPPED w/A BAGKDRAFT DAMPER r 5. TRANSITION DUCTS SHALL NOT BE CONGEALED WITHIN GL BATHROOM RE m w CONSTRUCTION. FLEXIBLE TRANSITION DUCTS USED TO CONNECT THE DRYER TO THE EXHAUST DUCT SYSTEM � FW- SHALL BE LIMITED TO SINGLE LENGTHS, NOT TO w cV 0 EXCEED 5 FEET AND SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 2158A. b.EXHAUST DUCTS SHALL BE MIN O.Olb" THK RI61D Q METAL w/SMOOTH INTERIOR SURFACES WITH JOINTS z ExIST. PROJECT: RUNNING IN THE DIRECTION OF AIR FLOW. EXHAUST p HALLWAY DUCTS SHALL NOT BE CONNECTED WITH SHEET-METAL - 7. MAX. LENGTH SHALL NOT EXCEED 25 FT FROM DRYER PALENCIA LOCATION TO THE WALL OR ROOF TERMINATION.THE X d� MAX. LENGTH OF THE DUCT SHALL BE REDUCED 2.5 w cv XIST. p RESIDENCE FEET FOR EACH 45" BEND AND 5 FEET FOR EACH qO" 7GL. w p BEND. THE MAX. LENGTH OF THE EXHAUST DUCT DOES NOT INCLUDE THE TRANSITION DUCT. EXIST. d) _ m GL. ~ +O J►0EXIST. EXIST. ® ® W" 755 ORIOLE DRIVE r-L. i; EXIST. LIVING BEDROOM EXIST. ROOM SOUTHOLD, NY 11971 BEDROOM DRAWING TITLE: EXIST. PROPOSED FIRST FLOOR PLAN cL. PROPOSED SECOND FLOOR PLAN "EXIST. EXIST. EXIST. EX15" EXIST. 2'll"WX3'10"H D.H. 2'II"WX3'10"H D.H. 0 I'10"WX5'q"H CASE. (2EXIST. I'10"WX5'q"H CASE. PAGE: F I'10"WX5'q"H PIG. N W A-102mOO DATE: 07/12/24 4 OF 5 i ROPOSED SECOND FLOOR PLAN 245 S.F. HABITABLE SFA�GE; 1245 S.F. OROSS FLOOR AREA SCALE: I/4" = I'-O" t f. 0 5 10 20 GRAPHIC SCALE Q Lu Lu cc J cy) Q a--+ n E L � 76 0 L 0 C C V Z 0 Lr) -Y d- x cv 0 00 4� ' 0 00 r- � 0 co l!) Q O W -�--� U •- D 4J m U Q •- /1\4" FRESH AIR VENT IIL THROUGH ROOFAsk JI I I O I O I Q I Q I I i i I 1 , I FULL BATH FULL BATH KITCHEN j NOTE: _ I KITCHEN ALL PLUMBING WORK p _ ---r--I- j I Q FULL BATH FULL BATH SHALL CONFORM TO -I------"T- 2 I I 2„1 12 I Q Q4 Q4 � LOCAL PLUMBING CODE IL J " I I p 2 1 1 1 PROVIDE "ABESCO FP200 FR I I 1 2" I I I EXPANDING FOAM" (OR EQUAL) A I 4 I Q I I I 1 S I AT ALL PENETRATIONS IN FIRE Q I I Q4 X I I 44 K I I S N I I I RATED WALLS AND 0 I �K I Q� 0 1 �3 I Q4 0 �1 LEGEND W W I FLOORS/CEILINGS. PRODUCT N I ;U =I !S WG. I .vI �� W.G. o =I Iv I CONFORMS TO ASTM E 514, 1= = I HOT WATER I I I ASTM E 84, AND UL 1474 I ryl I(V m I �� Q, �ry m cVl 1 N -- I TUB 1 TUB Dyy I I- _ TUB I TUB �4 :� Q4 DW -- - SUPPLY 2„ 3„ I l " -T-� --- - i------------- -- -- - ---- I--------- 7- T---- -- -- GOLD WATER _ - _.._.._.._. _..1.._ �..1.._..-.--.._.._..1. SUPPLY i I � i i1 Ii �I 3EXIST. TE FULL BATH LAUNDRY FULL BATH KITCHEN NOS' I I I :Q I I I I 1 SUPPLY SYSTEM nI = I I 1 I PROVIDE "ABESGO FP200 FR 2" ALL PLUMBING WORK I N I I_ I I -I I� I .3 IX KITCHEN EXPANDING FOAM" (OR EQUAL) - -------------- SHALL---- SHALL CONFORM TO I I I N I I I I I I I IU I AT ALL PENETRATIONS IN FIRE _ --------- _ a ----_---- _- LOCAL PLUMBING CODE I I V IT 1 I I ! FULL BATH I i� RATED WALLS AND H _ r-� I � I FULL BATH I I � I � ivl .� O -- I 0 I tr _ I m I FLOORS/CEILINGS. PRODUCT z __ __ I I - I_ I I I „r r-- 2 I ..I I2 0 I I� I I w O I- 2 2 1 1 2 I I I _I I I I CONFORMS TO ASTM E 514, I I I I I 1 3 GLEAN OUT u I I� I I MEGH. 64 xI .v : ASTM E 54, AND UL 14'79 I I I I -i I-LAUNDRY/ I I I I AS REQ'D F �I b I L 0 12„ 1 1 1 12„ 1 1 5 =I �U b ROOM 4 ivI :n v « I I I 1 1 EXIST. F.A.I. TO 64 u i W I W REMAIN v b4 ISHOWER 141 1 r2" 14, X I I I- SHOWER dJ I WASHER IE TUB 1 m WASHER LuTUB rJ 2 3° 2 3, — I H Q G.O. I � 4" 4" HOUSE _ _ PROJECT: MAIN DRAIN G.O. � � tT0 STREET TO SEPTIC 4„ WATER MAIN PA L E N C I A SYSTEM RESIDENCE FLUME I NO RISER - E' fiRA I N / NASTE / NEAT FLUME3 1 NO RISER — SUPPLY' 755 ORIOLE DRIVE SOUTHOLD, NY 11971 SCALE: NTS SCALE: NTS DRAWING TITLE: PLUMBING RISER DIAGRAMS PAGE: P-101000 DATE: 07/12/24 5 OF 5 S. I PA t. f