The URL can be used to link to this page

Home My WebLink About50220-Z �o4*1 0 So�TyOlo Town of Southold * * P.O. Box 1179 io4 53095 Main Rd °lp�oUNTI Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46663 Date: 11/10/2025 THIS CERTIFIES that the building SINGLE FAMILY DWELLING Location of Property: 7650 Nassau Point Rd Cutchogue, NY 11935 Sec/Block/Lot: 118.-3-4.1 Conforms substantially to the Application for Building Permit heretofore,filed in this office dated: 12/04/2023 Pursuant to which Building Permit No. 50220 and dated: 01/16/2024 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: Single-family dwelling with an unfinished basement, 4 seasons room, covered porches, raised rear patio, and pool addition as applied for. The certificate is issued to: John Stack, Patricia McCaffrey Of the aforesaid building. SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-0989 10/3/2025 ELECTRICAL CERTIFICATE: 50220 8/06/2025 PLUMBERS CERTIFICATION: A-Z Plumbing & Heating Inc 10/29/2025 Auth rize Si nature ofsoalyo�c TOWN OF SOUTHOLD BUILDING DEPARTMENT It • a TOWN CLERK'S OFFICE uN71 io 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#: 50220 Date: 01/16/2024 Permission is hereby granted to: John J Stack PO BOX 1296 Cutchogue, NY 11935 To: Construct a new single-family dwelling to include HVAC system and rear deck as applied for per SCHD approval.Amended 3/20/25 to include paved stoops, raised rear patio and pool additions. Exposed pool wall must be a non-climbable shear wall a minimum of 48". Premises Located at: 7650 Nassau Point Rd, Cutchogue, NY 11935 SCTM# 118.-3-4.1 Pursuant to application dated 12/04/2023 and approved by the Building Inspector. To expire on 07/17/2025. Contractors: Required Inspections: f FOOTING/REBAR, FOUNDATION 1ST, FOUNDATION 2ND, FRAMING/STRAPPING , DRAINAGE, PLUMBING , ELECTRICAL-ROUGH, FIRE RESISTANT PENETRATION , FIRE RESISTENT CONSTRUCTION, INSULATION, ELECTRICAL-FINAL, FIRE SAFETY INSPECTION , FINAL, Fees: SINGLE FAMILY DWELLING -ADDITION OR ALTERATION $3,699.00 CO-NEW DWELLING $100.00 ELECTRIC $250.00 Amendment Fee $1,207.00 CO Swimming Pool $100.00 Total S5,356.00 TOWN OF SOUTHOLD ��O�g�ffOlKcoGy� BUILDING DEPARTMENT y z ' 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#: 50220 Date: 1/16/2024 Permission is hereby granted to: Stack, John 7825 Nassau Point Rd PO BOX 1296 Cutchogue, NY 11935 To: Construct a new single-family dwelling to include HVAC system and rear deck as applied for per SCHD approval. At premises located at: 7650 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 12/4/2023 and approved by the Building Inspector. To expire on 7/1712025. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $3,699.00 CO-NEW DWELLING $100.00 Total: $3,799.00 Building Inspector TOWN OF SOUTHOLD �SUFFot,� a BUILDING DEPARTMENT 00 y z 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#: 49597 Date: 8/18/2023 Permission is hereby granted to: Stack, John 7825 Nassau Point Rd PO BOX 1296 Cutchogue, NY 11935 To: 100 amp temporary electric service. At premises located at: V� /0 to 7650 Nassau Point Rd, Cutchogue SCTM #473889 o I� AA-d +b Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 8/18/2023 and approved by the Building Inspector. To expire on 2116/2025. Fees: ELECTRIC $85.00 Total: $85.00 Building spector cal TOWN OF SOUTHOLD BUILDING DEPARTMENT y TOWN CLERK'S OFFICE "o • SOUTHOLD, NY BUILDING PERMIT (THIS PERMIT MUST BE KEPT ON THE PREMISES WZIR�911_ E SET OF APPROVED PLANS AND SPECIFICATIONS I FULL COMPLETION OF THE WORK AUTHORIZED) Permit %504 ` Date: 1/17/2024 PermissionAcereanted to: 825 Nassa oint Rd PO BOX 1296 Cutchogue, NY 11935 To: Construct an accessory deck which connects both the inground swimming pool and arbor as one accessory structure to an existing single-family dwelling as applied for. At premises located at: 7650 Nassau Point Rd, Cutchogue SCTM #473889 Sec/Block/Lot# 118.-3-4.1 Pursuant to application dated 12/18/2023 and approved by the Building Inspector. To expire on 7/18/2025. Amzn, ftn4 4-oi3p- 't JSDA- Fees: �f'� XELOSURE ORY $907.00 SWIMMING POOLS -IN-GROUND WITH FEN $300.00 COTIAL $100.00 Total: $1,307.00 Building Inspector pF SO�jyol 0 Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 �Q Jamesh .southoldtownny.gov Southold,NY 11971-0959 Q �yOUNT`1,�� BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Stack Address: 7650 Nassua Point Road city:Cutchouge st: New York zip: 11935 Building Permit#: 49597 section: 118 Block: 3 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: East Marion Electric Inc Electrician: Kevin McKenna License No: 3691 E SITE DETAILS Office Use Only Residential X Indoor X Basement Service Commerical Outdoor X 1st Floor Pool New X Renovation 2nd Floor Hot Tub Addition Survey Attic Garage INVENTORY Service 1 ph 300a Heat Duplec Recpt Ceiling Fixtures Bath Exhaust Fan Service 3 ph Hot Water GFCI Recpt Wall Fixtures Smoke Detectors Main Panel 2/150 A/C Condenser Single Recpt Recessed Fixtures CO2 Detectors Sub Panel A/C Blower Range Recpt Ceiling Fan Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Emergency Strobe Heat Detectors Disconnect Switches 4'LED Exit Fixtures Sump Pump Other Equipment: 2 150amp 30 space panels Notes: SERVICE Inspector Signature: Date: November 19, 2024 7650 nassua point rd SOUryol Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G • Q Southold,NY 11971-0959 �O BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: John Stack Address: 7650 Nassau Point Rd City: Cutchogue St: NY Zip: 11935 Building Permit#: 50220 Section: 118 Block: 3 Lot: 4.1 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: Electrician: East Manor Electric License No: 3691 ME SITE DETAILS Office Use Only Indoor I✓, Basement ry—� Service P Solar (i Outdoor F-7 1st Floor 10-1 Pool P-0 Spa (- Renovation F 2nd Floor I✓ Hot Tub r Generator r Survey r Attic ri V1 Garage Battery Storage I— INVENTORY Service 1 ph rV Heat Duplec Recpt $2 Ceiling Fixtures 25 Bath Exhaust Fan 4 Service 3 ph (- Hot Water Gas GFCI Recpt 6 Wall Fixtures Smoke Detectors Main Panel 150X2 A/C Condenser 2 Single Recpt Recessed Fixtures 7$ CO Detectors Sub Panel A/C Blower 2 Range Recpt Gas Ceiling Fan 3 Combo Smoke/CO Transfer Switch UC Lights Dryer Recpt Gas Emergency Strobe Heat Detectors Disconnect Switches 76 4-LED Exit Fixtures Other Equipment: Fridge, Hood, Oven, Micro, DW, (2)150A Panels 30 Circuits /24 used & 20 Used Pump 220GFI, Heater 220GFI, Lights 120 GFI, Salt Generator, Cfleaner Pump 220GFI Notes: Two Story House w/ Unfinished Basement & Pool Inspector Signature: X r Date: August 6, 2025 Sean Devlin Electrical Inspector sean.devlina-town.southold.ny.us 7650NassPtHouse&Pool i Town Hall Annex .,`"��" �� • r,1 Telephone(631)765-1802 54375 Main Road P. O. Box 1179 Southold, NY 11971-0959 BUILDING DEPARTMENT 0 CT 3 1 2025 TOWN OF SOUTHOLD Building Deparl1nont T'�wn ��eazta�rlc3 CERTIFICATION Bate: Building Permit No. ��, 9 ®weer: '76 7IJ 14rQ5'5C�GC I (Please print) Plumber: (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. (Plumbers Signature) Sworn to before me this 2- eel day f ® 20 Notary Public, County tega Public,state of MS RSANDRA New York Registration No.01AD6065523 Qualified in Suffolk County Commission Expires October 2 Z y 1 q SOUTyolo # # TOWN OF SOUTHOLD BUILDING DEPT. cou 631-765-1802 0 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) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL � REMARKS: s '� � v DATE 204 INSPECTOR SO(/lh°� # TOWN OF SOUTHOLD BUILDING DEPT. o � 631-765-1802 INSPECTION [ . ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. UNDATION 2ND [ } INSULATION/CAULKING FRAMING /STRAPPIN [ ] .FINAL [ . ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANTCONSTRUCTION [ ] FIRE RESISTANT PENETRATION' [ ] ELECTRICAL (ROUGH) [ ]" ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: ®�� DATE I INSPECTOR . ` OF SOGTyOlo # TOWN OF SOUTHOLD BUILDING DEPT. oum, 631-765-1802 INSPEC ION [ . ] FOUNDATION 1ST/ REBAR ROUGH PLBG. [ ],,,,p6UNDATION 2ND [ ] INSULATION/CAULKING [ I G [ ] .FINAL [ ] FIREPLACE& CHIMNEY [ ] FIRE SAFETY INSPECTION [ ]: FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ]_ CODE VIOLATION [ ] PRE C/O [ ] RENTAL R ARKS: VAS S r DATE �' - INSPECTOR (111mb SO(/l y �o aan 76 5-0 Nc-�.�, OF h # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ 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: L6 �5 4 G� aw Q- O 4-1 LET no r 0 ca rw o Key a yt Loke�-� DATE l INSPECTOR �q, I Z(O 50 I')assc' q OF SOUT * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 F}doUd 4D SOX b INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATION/CAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE &-CHIMNEY [ ] FIRE-SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) W1 ELECTRICAL (FINAL) [ ] CODE VIOLATION : [ ] PRE C/O [ . ]. RENTAL REMARKS: S��l) c4t DATE INSPECTOR SOUTy�Io # # TOWN OFSOUTHOLD BUILDING DEPT. o tm� 631-765-1802 OWD INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ R H 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: r X r DATE INSPECTOR OF SOUTyO� �O oe?cq # * TOWN OF SOUTHOLD BUILDING DEPT. o m,� 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; �GCS /w\ ( (T`11� V DATE- 1 INSPECTOR OF SOblyo� _ "Jv * # . TOWN OF SOUTHOLD BUILDING DEPT. �ycou 631-765-1802 INSPECTION [. ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ Vj' 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: A 5 V��otl 0&vjjz44l, por, Spa s DATE %(o INSPECTOR OF SOUlyolo �L/ o -767 6® # # TOWN OF SOUTHOLD"BUILDING D P .• 631-765-1802 INSPECTION ' [ ] FOUNDATION 1ST/-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: i A dim DATE INSPECTOR .� pF SOUTyp� "zE�n,� # TOWN 'OF SOUTHOLD BUILDING DEPT. `ycourm��' 765-1,802 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) [ ] CODE VIOLATION [ ] PRE C/O REMARKS: 1CPO i-li.X-l-) 1"::.. " DATE INSPECTOR OFSOUTyO� 7( 5O # TOWN OF SOUTHOLD BUILDING DEPT. -----� courm��'a� 631-765-1802 INSPECTION [ ] FOUNDATION 1ST/ REBAR [ ] 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 VIOLATION [ ], PRE C/O [ ] RENTAL R ARKS: �bo S Or m, .;C c* b boyvai2 "Vnl C f-WOLLA �e o work 0 i -�or IF I Omec;6d' 614d DATE a5 INSPECTOR SOUTyOIo e,16 7� * # TO((��'1WN OF SOUTHOLD BUILDING DEPT. TURN, 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 R ARKS: 40v4 e Codes v" -du4 t o 646evhe& pI/1 a �© vl_�Zq ro kp-vv ' Dj 'Oct �f cp U.y wk rt CL60s- o cx rook ' �tC% pr[ f- cow DATE $ 41gs INSPECTOR SOUTy�Io # TOWN OF SOUTHOLD BUILDING DEPT. 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 I �G1 REMARKS: IW� C C' DATE 2� INSPECTOR . SOUlyo6 # # TOWN OF SOUTHOLD BUILDING DEPT. ooUo-m��' 631-765-1802 INSPECTION [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [ FINAL Nb� [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ .] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: vo ri?i✓ . '� � � &-A6-A AAA ti su 4Le� WAY..% 40a�v dw � . ,Fi u� VQb VO4 w- C ��kv,4". Al ) DnK��ovv�� y vc&i> .1W%WA Ljjet`i� AAWdA J j DATE W16 INSPECTOR ` ho�agf SOUTyO� # # TOWN OF SOUTHOLD BUILDING DEPT. o to, 631-765-1802 � . 1 N S,P E C T I O N S,__,, [ ] FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND. [. ]�IULATIOWCAULKING [ ] FRAMING /STRAPPING [ FINAL 0 ' �� [ ] FIREPLACE'& CHIMNEY [ -]FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION ( ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [: ] PRE C/O [ ]- RENTAL R E M A R G f DATE to 'y 'ZO INSPECTO hl Building Envelope and Duet Tightness Deport 2018 IECC as amended by the 2020 New York State Supplement,sections R402.4.1.2 and R403.3.4 Address of Test 7650 Nassau Point Road, Cutchogue,NY 11935 Test Date 7/31/2025 Building Permit#: Compliance Pathway Performance Test Completed by : Chistopher Silvia RESNET Rater ID# 4150294 Home Energy Solutions NATE ID# 187 East Maul Street r ICC ID# Huntington,NY-11743 ; f< BPI# 631-673-0664 Building Envelope Tightness s Volume Calculation : deck if: Floor Area Volumevosn a�' a'`-'° 'I`ek1 ❑� Conditioned Basement Basement ❑ Conditioned Crawl Space lSt 2174 24049 ❑� Sealed Attic 2nd 1544 14560 *The conditioned floor area of dwelling is calculated in 3rd accordance with ANSI Z765,except that conditioned floor Attic 1804 dudes areas where the ceiling height is less than 5 Total Volume 40413 ft. CFM @50 pa 1308.8 Air changes/hr@5 a 1.94 Code Compliance: Pass Duct Tightness: Post Construction Test-rota Duct Leakage System-1: Within Condition Space Duct Location Conditioned Space -------------------------- Floor Area Leakage CFM @ 25pa N/A CFM/100 ftZ CFA N/A Code Compliance: Exempt System-2: Duct Location -------------------------- Floor Area Leakage CFM @ 25pa CFM/100 ftZ CFA� Code.Compliance: System-3: Duct Location .......................... Floor Area Leakage CFM @ 25pa CFM/100 ftz CFA� Code Compliance: All building envelope tightness has been verified and conducted in accordance with RESNET/ICC 380 ASTM E779 or ASTM E1827,as required by 2018 IECC as amended by the 202.0 New York State Supplement, section R402.4.1.2. The building duct and plenum system has been verified as required by thpf3018JECC as amended by 2020 New York State Supplement,Section R403.3.4. Signature: : Date: 7/31/2025 Christopher Silvia,dome Energy Solutions 1. i ♦ - �•\'fir `C !'' _ �... 7 tr. :r 1 v;i t. . i r b° � i" ,,`r a:�• !fit .!b •J � .� y„„ - y . i F - � �•irl J. -r•�' � �� ' - _ is - Jv w �y 1 - �� ,yip:s��'.•f {` ` ;�'} � lls: 4. 7, i. 1. 1 t4 w a Y �6'�.t?�� .ice r `F,.,I�• . yl i i f yy•,'�i . .t ti t S > a y ' ..lr�.l kY �+w,1C :a .,9�, A # *+�. ,. , 14a�� -t'• �.'_ '-ft lot 4o-'.4 1.4 .70 d �•;A, of .� t{.fs, �•,�. ' - ., _�-R ,A t��"R�• VyJ�',�3�a �V�a�`1MR }. 'Mrs ♦" ��tI.2Y ice . .. � - r .. � - i1. ., .. • •'� �y r r "A S y Yaa�tr i� MAY - 6 2025 f Ruitcling Department • 'q z,. s1 t - - .. 7 t N .�:Ji1'��"mow �.$ '♦. c s y i {` � h'St� \ r" ,"per ti }�5+ �' ': • ` � •�`.{.. \d' ` �r y x ` '�ii-a6$i��t�� .��t-��•4`•� ' :;Y r tie � i :J v1•" -T I I fgfn t 1 z,._..� - _ t.. "` ',,may >.r. Y~•� �. —r, 4 �a �"' -� ..�, �� y" .:1„_ .«.x.--w. 1�� + _T •y '1 ,.,t._ 'M may` Li '�,', _ - '„ ter.., y;z J.. - �a .T+ ,� T -."^,- •�'-:'^_ I � i Vk -4 �\ a WE 1 �r} a �_. �.�. jam• R ��• T I " . 1 I I I 1 I �.0•_ARK, ..! � 1�� z..'? h!' �J' II pp '.k ;yy 1 ' - - •� - � •,�,r� ll�r.; rN 'b,Y1� yr(K�.. u-..l-.I.ReF rL :r,: . - ... - .. � _ �` t�Y' `�.�+� ��' •gar �� .� _ '4 1 ?� Z _ ,^era•�^ ~ J r, � 1 'J y 4� �I r. T R�-- i •�♦ Y� v r Load Short Form Job: 7650 Nassaue Point Road t1 1AIE E\ERGY Date: November 21,2023 ENTIRE HOUSE By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) AHU1 1097 16554 13512 650 650 AHU2 1085 18823 18629 1000 1000 AHU3 1511 24903 15270 800 800 ENTIRE HOUSE 3693 60280 45644 2450 2538 Other equip loads 8636 1254 Equip. @ 1.00 RSM 46897 Latent cooling 5608 TOTALS I 3693 I 68915 I 52506 I 2450 I 2538 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. `� wrightsaft" 2023-Nov-2211:53:35 �� Right-Suite®Universal 2023 23.0.01 RSU25299 Page 1 �� ..,au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Load Short Form Job: 7650 Nassaue Point Road E E N E R C Y Date: November 21,2023 AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3Qgmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model RP1518AJlNA Cond RP1518AJ1NA AHRI ref 7508987 Coil RH1T2417STANAA AHRI ref 7508987 Efficiency 8.5 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 13160 Btuh Heating output 17000 Btuh @ 47°F Latent cooling 5640 Btuh Temperature rise 24 °F Total cooling 18800 Btuh Actual air flow 650 cfm Actual air flow 650 cfm Air flow factor 0.039 cfm/Btuh Air flow factor 0.048 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.93 Capacitybalance point=20'F r Backup: NAVIEN, INC. H2O COIL NCB-240/11 OH +H2O-2-1218 at 140F Input= 102000 Btuh Output=21900 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) BATH 1 62 1281 254 50 12 BEDRM 1 159 1797 1108 71 53 FAMILY ROOM 293 3602 5613 141 270 FOYER 371 3905 1809 153 87 LAUNDRY 62 931 678 37 33 MUD ROOM 150 5038 4051 198 195 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. - - wrlghtseft"' 2023-Nov-2211:53:35 ^ti ,u r 650 N Right-Suite®Universal 2023 23.0.01 RSU25299 Page 2 Ai� ...au Point Road17assau Point Road ManJSD.rup Calc=MJ8 House Front faces: E AHIJ1 1097 16554 13512 650 650 Other equip loads 1256 1889 Equip. @ 1.00 RSM 15401 Latent cooling 1097 TOTALS I 1097 I 17811 I 16499 I 650 I 650 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. ,` - - wrightsoft" 2023-Nov-2211:53:35 ,..,..,., Right-Suite®Universal202323.0.01 RSU25299 Page ...au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Load Short Form Job: 7650 Nassaue Point Road 11�1 N1 E ENERGY Date: November 21,2023 ski U I ION AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysoluti°ns.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (OF) 8 84 Method Simplified Inside db(OF) 70 75 Construction quality Tight Design TD(OF) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model RP1530AJlNA Cond RP1530AJlNA AHRI ref 7994231 Coil RH1P3017STANAA AHRI ref 7994231 Efficiency 8.2 HSPF Efficiency 11.5 EER, 14 SEER Heating input Sensible cooling 20440 Btuh Heating output 28600 Btuh @47°F Latent cooling 8760 Btuh Temperature rise 26 OF Total cooling 29200 Btuh Actual air flow 1000 cfm Actual air flow 1000 cfm Air flow factor 0.053 cfm/Btuh Air flow factor 0.054 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.87 Capacitybalance point=13 OF Backup: NAVIEN, INC. H2O COIL NCB-240111OH+ H2O-2-1224 at 140F Input= 102000 Btuh Output=31900 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft2) (Btuh) (Btuh) (cfm) (cfm) LIVING/DINING 1085 18823 18629 1000 1000 AHU2 1085 18823 18629 1000 1000 Other equip loads 3800 2258 Equip. @ 1.00 RSM 20887 Latent cooling 3256 TOTALS I 1085 I 22623 I 24142 I 1000 1 1000 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. .� -Fk wrightsoft" 2023-Nov-2211:53:35 Right-Suite®Universal202323.0.01 RSU25299 Page ACCN ...au Point Road17650 Nassau Point Road ManJSD.rup Cale=MJB House Front faces: E Load Short Form Job: 7650 Nassaue Point Road t 1 u I'1 E E\E r:G%- Date: November 21,2023 AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD (°F) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make Rheem Make Rheem Trade RHEEM Trade RHEEM Model RP1524AJ1CA Cond RP1524AJlCA AHRI ref 7509022 Coil RH1V2417STANJA AHRI ref 7509022 Efficiency 9 HSPF Efficiency 12.5 EER, 15 SEER Heating input Sensible cooling 16800 Btuh Heating output 22200 Btuh @ 47-F Latent cooling 7200 Btuh Temperature rise 25 °F Total cooling 24000 Btuh Actual air flow 800 cfm Actual air flow 800 cfm Air flow factor 0.032 cfm/Btuh Air flow factor 0.050 cfm/Btuh Static pressure 0.70 in H2O Static pressure 0.70 in H2O Space thermostat Load sensible heat ratio 0.82 Capacitybalance point=25°F Backup: NAVI EN, INC. H2O COIL NCB-240/11OH+ H2O-2-1224 at140F Input= 102000 Btuh Output=28300 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (it2) (Btuh) (Btuh) (cfm) (cfm) ZONE 3A 427 6709 4424 216 223 ZONE 3B 1084 18193 13193 584 665 AHU3 1511 24903 15270 800 800 Other equip loads 3579 2226 Equip. @ 1.00 RSM 17497 Latent cooling 3824 TOTALS I 1511 I 28482 I 21321 I 800 I 800 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. -�- wrightsoft- 2023-Nov-2211:53:35 ti ....� , Right-Suite®Universal202323.0.01 RSU25299 Page R�ook ...au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Load Short FormJob: 7650 Nassaue Point Road ti E R t,Y Date: November 21,2023 <c,1 W1 10%A ZONE 3A By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project Information For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db(°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(OF) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 OF Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF (ft) (Btuh) (Btuh) (cfm) (cfm) M. BATH 81 1060 808 34 41 M. CL 23 0 0 0 0 M.WIC 36 0 0 0 0 MASTER BEDRM 288 5649 3616 181 182 ZONE 3A 427 6709 4424 216 223 Other equip loads 0 0 Equip. @ 1.00 RSM 4424 Latent cooling 895 TOTALS I 427 I 6709 I 5320 I 216 I 223 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightsoft^ 2023-Nov-2211:53:35 ,��ti+ Aj Right-Suite®Universal 2023 23.0.01 RSU25299 Page ffli ...au Point Road\7650 Nassau Point Road ManJSD.nip Calc=MJB House Front faces: E Load Short Form Job: 7650 Nassaue Point Road 11 t_P M E ENERGY Date: November 21,2023 !l ry ZONE 3B By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Design Information Htg Clg Infiltration Outside db (°F) 8 84 Method Simplified Inside db(°F) 70 75 Construction quality Tight Design TD(°F) 62 9 Fireplaces 1 (Average) Daily range - M Inside humidity(%) 40 50 Moisture difference(gr/lb) 37 30 HEATING EQUIPMENT COOLING EQUIPMENT Make n/a Make n/a Trade n/a Trade n/a Model n/a Cond n/a AHRI ref n/a Coil n/a AHRI ref n/a Efficiency n/a Efficiency n/a Heating input Sensible cooling 0 Btuh Heating output 0 Btuh Latent cooling 0 Btuh Temperature rise 0 °F Total cooling 0 Btuh Actual air flow 0 cfm Actual air flow 0 cfm Air flow factor 0 cfm/Btuh Air flow factor 0 cfm/Btuh Static pressure 0 in H2O Static pressure 0 in H2O Space thermostat n/a Load sensible heat ratio 0 ROOM NAME Area Htg load Clg load Htg AVF Clg AVF W) (Btuh) (Btuh) (cfm) (cfm) BATH 2 63 1004 726 32 37 BEDRM 2 146 2614 1601 84 81 BEDRM 3 165 2851 1741 92 88 BEDROOM 5 256 4923 4055 158 204 HALL 275 5028 4356 162 220 LAUNDRY 2 44 542 552 17 28 LN 12 0 0 0 0 WIC 2 43 0 0 0 0 WIC 3 43 1231 163 40 8 WIC 5 37 0 0 0 0 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. W PIghtsoft" 2023-Nov-22 11:53:35 ., Right-Suite®Universal202323.0.01 RSU25299 Pagel fIC+C�1 ...au Point Roadk7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E ZONE 36 1084 18193 13193 584 665 Other equip loads 0 0 Equip. @ 1.00 RSM 13193 Latent cooling 1864 TOTALS I 1084 I 18193 I 15057 I 584 I 665 Calculations approved by ACCA to meet all requirements of Manual J 8th Ed. wrightSOf - 2023-Nov-2211:53:35 ,.w.a�.. ....,.... Right-Suite®Universal202323.0.01 RSU25299 Page au Point Road\7650 Nassau Point Road ManJSD.rup Cale=MJ8 House Front faces: E N 1ST FLOOR 6^ 99 cfm 99 dm cX MUD ROOM 7„ 135cfm 135dm7° LAUNDRY 37 dm 4" FAMILY ROOM 5" 50 dm 143 d 143 cf � 7 CO 143 dm BATH 1 7 7,, N LIVING/DINING, 14" FOYER °X° 00 yd 7" BEDRM 1 153 dm 10x8 20x8 18" 143 dm 7„ 7' 143dm 6" 7 7 71d 143 dm 143 dm Mechanical Legend n n Sheet Metal Supply Trunk g-——————-7 Sheet Metal Return Trunk Flex Duct ® ® Supply Grille/Register ED Grille/Register Above Lam— =L Wall Grille/Register Job#: 7650 Nassaue Point Road Home Energy Solutions Scale: 1 : 129 Performed by Gerson Rubio for: Pagel 187 E Main St RightSuite@ Universal 2023 7650 Nassaue Point Road Huntington,NY 11743 23.0.01 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2023-Nov-22 11:53:46 home-energysolutions.com gdlamay3@gmail.com 650 Nassau Point Road ManJSD.ru N 2ND FLOOR .. M.BATH :l3EDROQfd!5 102 cfm 41 cfm 91 cfm 6 5 6 MASTER BEDR M. IC BEDRM13�92 3102 dm 91 cfm cfm 8 j M.CL 40 ofm 110 cfm' 8"` LN. WIC'3 °WIC 2.. 16 28 cfm 37 cfm,; 110 cfm LAUNDRY2 BATH2, HALL . 6 - 84 cfm BEDRM 2 Mechanical Legend n n Sheet Metal Supply Trunk - Sheet Metal Return Trunk Flex Duct ® �g Supply Grille/Register Grille/Register Above 1=IR I-R Wall Grille/Register Job#: 7650 Nassaue Point Road Home Energy Solutions Scale: 1 : 129 Performed by Gerson Rubio for: Page 2 187 E Main St RightSuite®Universal 2023 7650 Nassaue Point Road Huntington,NY 11743 23.0.01 RSU25299 Cutchogue,NY 11935 Phone:631-673-0664 2023-Nov-22 11:53:47 home-energysolutions.com gdlamay3@gmaii.com ...650 Nassau Point Road ManJSD.ru Manual S Compliance Report Job: 7650 Nassaue Point Road rl ow NJ E t:N E r:i;Y Date: November 21,2023 + AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Gooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 15401 Btuh Entering coil DB: 77.9°F Outdoor design WB: 71.2°F Latent gain: 1097 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 16499 Btuh Indoor RH: 50% Estimated airflow: 650 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1518AJ1NA+RH1T2417STANAA Actual airflow: 650 cfm Sensible capacity: 14500 Btuh 94%of load Latent capacity: 4400 Btuh 401%of load Total capacity: 18900 Btuh 1151/o of load SHR: 77% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 17811 Btuh Entering coil DB: 66.8°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1518AJ1NA+RH1T2417STANAA Actual airflow: 650 cfm Output capacity: 8800 Btuh 49%of load Capacity balance: 20 'F Supplemental heat required: 9011 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H+ H2O-2-1218 at 140F Actual airflow: 650 cfm Output capacity: 21900 Btuh 123%of load Meets all requirements of ACCA Manual S. t Ad- wrightsoft- 2023-Nov-2211:53:36 II- . ..., d,,.�� Right-Suite®Universal202323.0.01 RSU25299 Pagel ACCK ...au Point Road\7650 Nassau Point Road ManJSD.rup Cato=MJ8 House Front faces: E Manual S Compliance Report Job: 7650 Nassaue Point Road t I t o ENERGY Date: November 21,2023 ��1 U 9 10 i�i r, AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3(dgmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.07 Sensible gain: 20887 Btuh Entering coil DB: 77.3°F Outdoor design WB: 71.2°F Latent gain: 3256 Btuh Entering coil WB: 63.9°F Indoor design DB: 75.0°F Total gain: 24142 Btuh Indoor RH: 50% Estimated airflow: 1000 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1530AJ1NA+RH1P3017STANAA Actual airflow: 1000 cfm Sensible capacity: 20900 Btuh 100%of load Latent capacity: 5900 Btuh 181%of load Total capacity: 26800 Btuh 111%of load SHR: 78% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 22623 Btuh Entering coil DB: 65.1°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1530AJ1NA+RH1P3017STANAA Actual airflow: 1000 cfm Output capacity: 14800 Btuh 65%of load Capacity balance: 13 °F Supplemental heat required: 7823 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/11 OH+ H2O-2-1224 at 140F Actual airflow: 1000 cfm Output capacity: 31900 Btuh 141%of load Meets all requirements of ACCA Manual S. ti * wrightsoft" 2023-Nov-2211:53:36 a, ,d, •. .,.r a :_, Right-Suite®Universal 2023 23.0.01 RSU25299 Page 2 'lea ...au Point Road\7650 Nassau Point Road ManJSD.nip Calc=MJ8 House Front faces: E Manual S Compliance Report Job: 7650 Nassaue Point Road fi 0^6 of E ENERGY Date: November 21,2023 AHU3 By: Gerson Rubio i Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Cooling Equipment Design Conditions Outdoor design DB: 84.0°F Sensible gain: 17497 Btuh Entering coil DB: 77.7°F Outdoor design WB: 71.2°F Latent gain: 3824 Btuh Entering coil WB: 64.2°F Indoor design DB: 75.0°F Total gain: 21321 Btuh Indoor RH: 50% Estimated airflow: 800 cfm Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1524AJ1CA+RH1V2417STANJA Actual airflow: 800 cfm Sensible capacity: 19600 Btuh 1121/o of load Latent capacity: 5200 Btuh 136%of load Total capacity: 24800 Btuh 1161/o of load SHR: 79% Heating Equipment Design Conditions Outdoor design DB: 8.0°F Heat loss: 28482 Btuh Entering coil DB: 65.4°F Indoor design DB: 70.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: Split ASHP Manufacturer: Rheem Model: RP1524AJ1CA+RH1V2417STANJA Actual airflow: 800 cfm Output capacity: 11800 Btuh 41%of load Capacity balance: 25 °F Supplemental heat required: 16682 Btuh Economic balance: -99 °F Backup equipment type: Prop boiler Manufacturer: NAVIEN, INC. Model: NCB-240/110H+ H2O-2-1224 at140F Actual airflow: 800 cfm Output capacity: 28300 Btuh 99% of load Meets all requirements of ACCA Manual S. ' wrightsofY 2023-Nov-2211:53:36 Rig ht-Suite®Universal 2023 23.0.01 RSU25299 Page 3 AOM au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Duct System Summary Job: 7650 Nassaue Point Road 1-1®rs A9 E E N E R K:Y Date: November 21,2023 ,o l W1 14 r h s AHU1 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.316/0.094 in H2O 0.316/0.094 in H2O Lowest friction rate 0.177 in/100ft 0.177 in/100ft Actual air flow 650 cfm 650 cfm Total effective length (TEL) 232 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk BATH 1 h 1281 50 12 0.218 5.0 Ox 0 VIFx 15.0 130.0 sty BEDRM 1 h 1797 71 53 0.193 6.0 Ox 0 VIFx 29.0 135.0 st4 FAMILY ROOM c 2806 71 135 0.204 7.0 Ox 0 VIFx 30.0 125.0 st5 FAMILY ROOM-A c 2806 71 135 0.238 7.0 Ox 0 VIFx 23.0 110.0 st5 FOYER h 3905 153 87 0.230 7.0 Ox 0 VIFx 12.3 125.0 st4 LAUNDRY h 931 37 33 0.212 4.0 Ox 0 VIFx 24.5 125.0 st5 MUD ROOM h 2519 99 97 0.198 6.0 Ox 0 VIFx 29.8 130.0 st5A MUD ROOM-A h 2519 99 97 0.177 6.0 Ox 0 VIFx 34.0 145.0 st5A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st4 Peak AVF 224 140 0.193 504 6.9 8 x 8 ShtMetl st5 Peak AVF 426 510 0.177 765 9.5 8 x 12 ShtMetl st5A Peak AVF 198 195 0.177 593 6.7 8 x 6 ShtMetl sty TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size (in) (cfm) (cfm) (ft) FR (fpm) (in) (in) Opening (in) Mat[ Trunk rb7 Ox 0 650 650 53.0 0.177 608 14.0 Ox 0 VIFx a - ' wrightsof - 2023-Nov-2211:53:36 Right-Suite®Universal 2023 23.0.01 RSU25299 Page 1 f#CC1 ...au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Duct System Summary Job: 7650 Nassaue Point Road II(AD hi E ENERGY Date: November 21,2023 } � I I I N'i AHU2 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-0664 Email:gdlamay3@gmail.com Web:home-energysolutions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.41 in H2O 0.41 in H2O Supply/return available pressure 0.309/0.101 in H2O 0.309/0.101 in H2O Lowest friction rate 0.170 in/100ft 0.170 in/100ft Actual air flow 1000 cfm 1000 cfm Total effective length (TEL) 241 ft Supply Branch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FIR (in) (in) Matl Ln(ft) Ln (ft) Trunk LIVING/DINING c 2661 143 143 0.217 7.0 Ox 0 VIFx 12.5 130.0 st3 LIVING/DINING-A c 2661 143 143 0.207 7.0 Ox 0 VIFx 29.0 120.0 st3 LIVING/DINING-B c 2661 143 143 0.170 7.0 Ox 0 VIFx 51.5 130.0 st3A LIVING/DINING-C c 2661 143 143 0.209 7.0 Ox 0 VIFx 37.5 110.0 st3 LIVING/DINING-D c 2661 143 143 0.213 7.0 Ox 0 VIFx 20.3 125.0 st3 LIVING/DINING-E c 2661 143 143 0.172 7.0 Ox 0 VIFx 34.5 145.0 st3A LIVING/DINING-F c 2661 143 143 0.173 7.0 Ox 0 VIFx 38.8 140.0 st3A SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st3A Peak AVF 429 429 0.170 771 9.0 8 x 10 ShtMetl st3 st3 Peak AVF 1000 1000 0.170 900 12.4 8 x 20 ShtMetl Return Branch Detail Table Grille Htg Cig TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening (in) Matl Trunk rb6 Ox 0 1000 1000 59.4 0.170 566 18.0 Ox 0 VIFx wrightsoft- 2023-Nov-2211:53:36 ��. . .� .. Right-Suite®Universal202323.0.01 RSU26299 Paget ACC-N ...au Point Road\7650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Duct System Summary Job: 7650 Nassaue Point Road Date: November 21,2023 I If rI-o",.i AHU3 By: Gerson Rubio Home Energy Solutions 187 E Main St,Huntington,NY 11743 Phone:631-673-6664 Email:gdlamay3@gmail.com Web:home-energysolulions.com Project • • For: 7650 Nassaue Point Road, Cutchogue, NY 11935 Heating Cooling External static pressure 0.70 in H2O 0.70 in H2O Pressure losses 0.37 in H2O 0.37 in H2O Available static pressure 0.33 in H2O 0.33 in H2O Supply/return available pressure 0.252/0.078 in H2O 0.252/0.078 in H2O Lowest friction rate 0.118 in/100ft 0.118 in/100ft Actual air flow 800 cfm 800 cfm Total effective length (TEL) 281 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mati Ln(ft) Ln (ft) Trunk BATH 2 c 726 32 37 0.153 5.0 Ox 0 VIFx 20.3 145.0 st2 BEDRM 2 h 2614 84 81 0.123 6.0 Ox 0 VIFx 44.6 160.0 st6 BEDRM 3 h 2851 92 88 0.118 7.0 Ox 0 VIFx 39.5 175.0 st6A BEDROOM 5 C 2027 79 102 0.356 6.0 Ox 0 VIFx 25.8 45.0 st7 BEDROOM 5-A c 2027 79 102 0.187 6.0 Ox 0 VIFx 35.0 100.0 st7 HALL c 2178 81 110 0.155 7.0 Ox 0 VIFx 7.5 155.0 st2 HALL-A c 2178 81 110 0.145 7.0 Ox 0 VIFx 8.5 165.0 st2 LAUNDRY 2 c 552 17 28 0.129 4.0 Ox 0 VIFx 30.0 165.0 st6 M.BATH C 808 34 41 0.135 5.0 Ox 0 VIFx 26.3 160.0 st1 MASTER BEDRM C 1808 91 91 0.232 6.0 Ox 0 VIFx 18.8 90.0 st1 MASTER BEDRM-A c 1808 91 91 0.554 5.0 Ox 0 VIFx 10.5 35.0 st1 Wlc 3 h 1231 40 8 0.123 5.0 Ox 0 VIFx 40.3 165.0 st6A SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (cfm) (Cfm) FR (fpm) (in) (in) Material Trunk st1 Peak AVF 216 223 0.135 639 8.0 0 x 0 ShtMetl st2 Peak AVF 584 665 0.118 847 12.0 0 x 0 ShtMetl st6 Peak AVF 233 204 0.118 426 10.0 0 x 0 ShtMetl st2A st6A Peak AVF 131 96 0.118 376 8.0 10 x 0 ShtMetl st6 st2A Peak AVF 391 409 0.118 750 10.0 0 x 0 ShtMetl st2 st7 Peak AVF 158 204 0.187 585 8.0 0 x 0 VinlFix st2A � al._ Wrightsoft,,, 2023-Nov-2211:53:36 r� .db...: .. ._" Right-Suite®Universal 202323.0.01 RSU25299 Page 3 6�vC� ...au Point Road17650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cfm) (ft) FIR (fpm) (in) (in) Opening(in) Matl Trunk rb5 Ox 0 800 888 66.3 0.118 636 16.0 Ox 0 VIFx Ad- wrightsoffi 2023-Nov-2211:53:36 e .v .. .F.. Right-Suite®Universal 2023 23.0.01 RSU25299 Page i ...au Point Road17650 Nassau Point Road ManJSD.rup Calc=MJ8 House Front faces: E ROME Kam ® I TIM mm.� u ROUGH FRAMING& FOUNDATION(IST) ------------------------------- PLUMBING L2WA=- .INSULATION PER N.Y. PAW IAZ ENERGYSTATE • 1 qF 1 ��;1/�Z1,'Ll�`1�!'J� v�'�'•'I�i�✓��A�1 RIM I K- ADDITIONAL COMMENTS cold r • J i W%. i W r _ . . .r .c .•; - , 1 ` TOWN OF SOUTHOLD—BUILDING DEPARTMENT 4 W 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 Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only D _�0 4 P 0 i�PERMIT NO. Building Inspector: S,,,m I DEC 4 2023 Applications and-;forms mustbefll 6d buflh their-efitire,t-yc'16ciom' pi e t Pplicati6rs will notbe'accepted. Vhere'thb'Ap01 ntii;6cttheown er,an, r.i,i� e n t Owner's utliorlzation f0ft,(Pagd,2),shaII.be completed. To v-Zf n Date:11/2/2023 ,,,OWNER(S)OF.PROPERTY :.�,:. Name:John Stack & Patricia Stack SCTM #1000-118-3-4.001 Project Address:7650 Nassau Point Road, Cutq"qqf�,._NY 11935 Phone#:(646) 519-1093 Email:jackstackpvc(ED-gmail.com Mailing Address:7650 Nassau Point Rqqq,_�Cutqhggqe,_.NY 11935 CONTACT,PERSON-, Name:William Barba Mailing Address:PO Box 90, Blue Point, NY 11715 ------ Phone#:(631) 560-7908 Email:wbarbak@bardarch.com RIESIG N.PROFESSIONAL,I N FORMATION Name:William Barba - Barba Archtiectu ra I Design, PLLC Mailing Address:PO Box 90, Blue Point, NY 11715 Phone#:(63 1)_�qQ-79q8 Email:wbarba@bardarch.com .,to T TOR INFORMATION:— Name:Thomas Downinq - Coastal Management, LLC Mailing Address:26 Old Riverhead Road, Westhampton Beach, NY 11978 Phone#:(631) 288-1226 Email:toM@buildcoastal.com F PROPOSED CONSTRUCTION'. ®New Structure ElAddition ElAlteration EIRepair ElDemolition Estimated Cost of Project: DOther $850,000 Will the lot be re-graded? ®Yes []No Will excess fill be removed from premises? E]Yes ®No .PROPERTY INFORMA'r10N 1 Existing use of property:Single Family, Resider Intended use of property:Single Family Reside Zone or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? ❑Yes INNO IF YES,PROVIDE A COPY. B Cheek Box After Reading: The owner/contractor/design professiorWjs responsible for all drainage and storm water issues,as provided by Chapter 236 of the Town code.:APPLICATION IS 11EREBY MADE to the Budding Department for the:issuahtd of'A Building Permit pursuant to the Baildmg Zone. Ordinance 6f.the Tawn of Southold Suffolk County,New York and other applinble Laws,:Ordinances or.Regulatton5,for the construction of buildings, ail litioris,alterations or for removal or demoldion as herein�tlesalbed.The applicant agrees to complywith all applicable laws,ordmancis,building code,,.: -' s . housing:code'and regulations.and to admit authorized mspeitors on.0§es and m bmldmg(s)fornecessary mspecfions False statements made:herein are punishable as a Class A'tmsdemeanor pursuant to Section 210 45 of the New York State;Penal Law Application Submitted By(printname)-Willi, l B ba, AIA 91Authorized Agent Downer �t Signature of Applicant: �t. Date: 11/9/2023 CONNIE D.BUNCH Notary Public,State of New York STATE OF NEW YORK) No.01BU6185050 SS: Qualified in Suffolk County COUNTY OF Suffolk ) Commission Expires April 14,2-. William Barba being duly sworn, deposes and says that(s)he is the applicant (Name of individual signing contract)above named, (S)he is the Architect/Agent (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. Sworn before me this I_ l,��day of �rY\ 'L .20 �� —� Notary Public PROPERTY OWNER AUTHORIZATION (Where the applicant is not the owner) John J Stack & Patricia M residing at 7650 Nassau Point road, Cut( do hereby authorize William Barba to apply on my behalf to the Town of Southold Building Department for approval as described herein. � M � ;Z(2 � er's Signature ate Patricia M. Stack & John J Stack Print Owner's Name 2 h�o�oSufFot,�coGy BUILDING DEPARTMENT TOWN OF SOUTHOLD N x Town Hall Annex-54375 Main Road-PO Box 1179-Southold,NY 1 1971-0959 �y'3►pl �ao�� Telephone (631) 765-1802-FAX (631) 765-9502 12/2/2023 Date SUFFOLK COUNTY DEPARTMENT OF PUBLIC WORKS COMMISSIONER 335 YAPHANK AVENUE YAPHANK, NY 11980 Dear Sir: In accordance with Section 239f of the General Municipal Law of the consolidated Laws of the State of Name&Address of Applicant William Barba-AIA. PO Box 90 Blue Point, NY 11715 has applied to the Town Of Southold for issuance of a permit in reference to property located on the: N S E Qside of Nassau Point Road C.R. Clearwater Lane Distance 228.0' ©S E W Village Cutchogue Town Southold As shown on the attached survey or site plan (3 copies needed),dated Nov. 2023 We shall withhold further action on this application for ten (10)business days 'for the aforementioned Section 239f Very Truly Yours, Building Permits Only Building Inspector Date: APPROVED / DISAPPROVED / APPROVAL WITHHELD to the Town/Village pursuant to the General Municipal Law subject to the stated conditions: SUFFOLK COUNTY DEPT. OF PUBLIC WORKS By: CHIEF ENGINEER D ► i Aux-- , ff01 BUILDING DEPART DIE -Wh icil I ecto �O Gyp TOWN OF SOUTHOLD �� Town Hall Annex - 54375 % o tf,®I x 1179 % *, Southold, New York 11971-0959 �y�, pp�Ply Telephone (631) 765-1802 - FAX (631) 765-9502 ameshC@-southoldtownny.gov — seand(a-southoldtownny.4ov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (Ail Information Required) Date: g l Company Name: r Electrician's Name: ;� t,,,„ License No.: Elec. email: o`&+r, V-_of el c.j,, co Elec. Phone No: G 1- 7? - 7633 ®1 request an email copy of Certificate of Compliance Elec. Address.: 92- 6ylr,..,� AL 1v.7. 119 Y JOB SITE INFORMATION (All Information Required) Name: a c,�), Address: ® N m^ pa;—fi Raj P 0 ..A ,. 12 9 6 Cross Street: Phone No.: Bldg.Permit #: Sp a,© email: Tax Map District: 1.000 Section: I 1W Block: Lot: ) BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): .1m o lzow FSquare Footage: 3 D� Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑Rough In Q n�FgiaI Do you need a Temp Certificate?: © YES ❑ NO Issued On ``� % 9619M Temp Information: (All information required) Service SizeFY-11 Ph❑3 Ph Size: 00 A # Meters r Old Meter# 9�30��96 [@New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnectgunderground❑overhead # Underground Laterals 1 2 H Frame Pole Work done on Service? LZI Y FIN Additional Information: l PAYMENT DUE WITH APPLICATION s k a-M ed. 250 %C*108109 811 Bl �roM(3 o-cl v iro 5 , 11 °a o �� h0 -8 pzi 0 �� re 5S-one o.,Sj � 9 L �,�� + , �S 800 A.W.G.of Hi-Leg: A.W.G. 810 No. of Neutrals: Amt. 820 A.W.G. of Neutral: A.W.G. 830 Other Apparatus 840 Other Apparatus 850 Other Apparatus 860 Other Apparatus 870 Other A/C EQUIPMENT: A/C Units: Amount POOL EQUIPMENT: Pool Pump: Amount Pool Heater: Amount Pool Lights: Amount SIGNED: DATE: 21PaLye E C E � V E t cam// BUILDING DEPART • T Aiktric5l IQecto 4t'O �I•I�i�O Gy a TOWN OF SOUTHOLD " Town Hall Annex - 54375 RR t OW 1179 tP O > o " Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 < 1~ iamesh ansoutholdtownny gov - seandna southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: g16hvy Company Name: ' �Ls t w•o.-of �t }�,�1�..� Electrician's Name: License No.: Elec. email: c-5i,,,t&-,,`r, r Elec. Phone No: G 31- 77 - 76 3 D I request an email copy of Certificate of Compliance Elec. Address.: p.. U. ao. 192 tv_`7. JOB SITE INFORMATION (All Information Required) Name: Address: 0 pa -t ROJ p o .g 9 6 Cross Street: Phone No.: Bldg.Permit #: email: Tax Map District: 1000 Section: I 1W Block:2 Lot: 1 BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): �S r�laar i3w Square Footage:F-1 3 Dio Circle All That Apply: Is job ready for inspection?: ❑ YES 0 NO ❑ Rough In n F;nal Do you need a Temp Certificate?: © YES ❑ NO Issued On Temp Information: (All information required) Service SizeFV-11 Ph❑3 Ph Size: 00 A # Meters Old Meter# 9�30�796 [RNew Service❑Fire Reconnect[]Flood Reconnect❑Service Reconnect,gUnderground❑Overhead # Underground Laterals M 1 Y.2 M H Frame Pole Work done on Service? FqY N Additional! Information: PAYMENT DUE WITH APPLICATION I 2-4 Pd S 250 rec OB 109 l 18L PERMIT# Address: Switches Outlets GFI's Surface Sconces H H's UC Lts Fridge HW POOL Fans Mini Fr. W/D Panel Pump Exhaust Oven Sump Heater Trnsfmr Smokes DW Generator Salt Gen. Carbon Micro GrbDis Waver 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 A16 5 M&X �� fr,TiXr`.l' �a BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex - 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 ti p� Telephone (631) 765-1802 - FAX (631) 765-9502 rogerr southoldtownny qov — seandCa)southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 1�3 Company Name: Faf Electrician's Name: lei;.. I'1 cf1r-^r- I License No.: 3 6 q r Elec. email: 2��y,,a �,, C eAY'ic. � 6- 0 r O Y,• Elec. Phone No: G31- 7 - G 3 3 ❑I request an email copy of Certificate of Compliance Elec. Address.: P, p,6 vx ) 92- 11&,VrV, l 1 e JOB SITE INFORMATION (All Information Required) Name: Jak, S ��z Address: Aa a a-96 Cross Street: Phone No.: b 10 -- a Bldg.Permit#: �� °j'� email: Tax Map District: 1000 Section: I Block: 3 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 4e-ty, 52imp :avV Square Footage: Circle All That Apply: Is job ready for inspection?: © YES NO Rough In El Final Do you need a Temp Certificate?: 0 YES NO Issued On Temp Information: (Ail information required) Service Size©1 Ph❑3 Ph Size: l0 y A # Meters Old Meter# ❑New Service❑Fire Reconnect OFlood Reconnect❑Service Reconnect❑Underground®Overhead # Underground Laterals 1 02 H Frame 0 Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION �S �,5 4b f ®��gVEFOIp'c®G BUILDING DEPARTMENT-Electrical Inspector r� TOWN OF SOUTHOLD o4,- • ``� Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # I`] Date S+ rh 2024 Customer Name k Electrician Name ask- Address Ul. Phone 1 -1 y e-mail e-mail P a% Phone License# -j 9IE Size 3W A Phase�_Overhead Underground X #of Meters J Remarks #of Underground Lateralsi 1 V2 New "H" Frame or Pole H Fire Reconnect Was work done on Service? Y/N Flood Reconnect Old Meter#191330'a-7q Service Reconnected Application for electrical service equipment is on file with the town of Southold.On the applicant's notification that this installation is complete,the town will conduct a premises inspection of the service equipment. This verification is valid for 9 fr�theate above. Authorized by OFFUCKco BUILDING DEPARTMENT- Electrical Inspector b�O Gym TOWN OF SOUTHOLD =` Town Hall Annex- 54375 Main Road - PO Box 1179 o • Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 lamesh southoldtownny.gov — seand(aD-southoldtownny.pov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: S hb's- Company Name: Electrician's Name: n License No.: -4 Elec. email: p .v fi ry.av�ore ov. cc^. Elec. Phone No: y- 213 3 D I request an email copy of Certific;iV of Compliance Elec. Address.: J P . O. i3 o x 11, , h ..o{ ►l e A--7 i f 'Y JOB SITE INFORMATION (All Information Required) Name: 1i Ok, - S �aCA-- Address: ?-C f D Mac s a%- Poi— l )Zpk Cross Street: Phone No.: Bldg.Permit#: So )_X 0 email: . Tax Map District: 1000 Section: 11 Block: 2 -W Lot: y• t e BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE FOOTAGE (Please Print Clearly): 1-o 61 13 ",LZ4 1.1,f , t1C, Square Footage: Circle All That Apply: A-5 5" 9 Is job ready for inspection?: © YES 0 NO ❑Rough TElFinal Do you need a Temp Certificate?: ❑ YES 0 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 R 1 R2 D H Frame Pole Work done on Service? DY N Additional Information: PAYMENT DUE WITH APPLICATION S -<- I e-C4- Iroo2-9 i3P ltk: So 22 a V cry st fob OLtC) PLLtAAp 1 qa5 4�eAAe( �J I `�iwx-e Cloc{c 193 Scott A. Russell TOIENIVA\TIED SUPERVISOR MANAGEMENT SOUTHOLD TOWN HALL.P.O.Sox 1179 V.- � Town 53095 Main Road-SOU'fFiOLD,1VE W YOI2K 21971 l o wn of Southold CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM (APPLICANT INFORMATION TO BE COMPLETED BY THE .APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA. OR LARGER. ) APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) f ! NAME: Wry�.�a Ai fCr? -. Date: tPran,3 i :.J ""S'i�na4ure . Contact Information: (C-Mad Vrefc-p4 ont Numtxr) t { Property Address 1 Location of Construction Site; 'R:.sr S.C.T.M. 1000 District Section .Block Lot i i } 1 TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT Area of Disturbance is less than I Acre_ No S.P.D.E.S.Permit is Required 1 Project does Not Discharge to Waters of the State_ No S P D E S. Permit is Required.! 0- Area of Disturbance is Greater than I Acre&Storm-water runoff Discharges Directly to eaters of the State of-New York, THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit DIRECTLY From N.Y.S. D.E.C.Prier to Issuance of a Building?Permit. - Area of.Disturbance is Greater than I Acre&Storm water Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S.Permit through the Southold Town En ineerin :De artrnent Prior to Issuance:of a.Buijdini Perrnit. : Reviewed B Gl� / Y' Date: � lJ1�Y . [=FRM R (,MCP-TnR nrtniwr 711i4 1 2, 6 �3 Scott A. Russell °$UFF �vG STFO]KNIWA�C']E]C� J SUPERVISOR -� NIA A.G IEN][']ENT SOUTHOLD TOWN HALL-P.O.Box 1179 p 53095 Main Road-SOUTHOLD,NEW YORK 11971 'iy� Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT l 11 ! ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) i '! NAME: ljOu-IA 3- ,6A(z0A Date: � I gnat urel Contact Information: /,,I,6A�r��, nr�A,2�f-r (L-Mad R Telephone Number) Property Address / Location of Construction Site: -76 60 ,JA.�,4J S.C.T.M. #: 1000 District aim J-,, s� Section Block Lot ii TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT - Area of Disturbance is less than I Acre. No S.P.D.E.S. Permit is Required ! Project does Not Discharge to Waters of the State. No S P,D.E.S. Permit is Required ! [] - Area of Disturbance is Greater than I Acre & Storm-water Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N Y.S D.E.C. Prior to Issuance of a Building Permit. ,area of Disturbance is Greater than I Acre R Storm-,,vatPr Runoff Flows Through Southold Town's MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Erigineei Department Prior to Issuance of a Building Permit. Date: Rey ie\,\ed By. FC)R M a CM('P-Tn,, (1rtnl,ar ?n 1 R Cyr, 3 ,� � ,f Scott A. Russell �0°�Ur�� s�C'OIKNI WATIEIK SUPERVISOR4n I��/l[A\NA\G]EI��I[]EN T SOUTHOLD TOWN HALL-P.O.Box 1179 53095 Main Road-SOUTI4OLD'NEW YORK 11971 iy�1 - Town of So u th o l d CHAPTER 236 - STORMWATER MANAGEMENT REFERRAL FORM ( APPLICANT INFORMATION TO BE COMPLETED BY THE APPLICANT ONLY FOR PROPERTIES ONE ACRE IN AREA OR LARGER. ) 'j — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — APPLICANT: (Property Owner, Design Professional, Agent, Contractor, Other) NAME: hJ6t� 3_ ,6A2Q/� Date: /2h/ 512 9 l j r gnauue . Contact Information: iL-�lad R"relephnne!�umbe l C��i� Property Address / Location of Construction Site: -76 District Section , Block Lot TO BE COMPLETED BY SOUTHOLD TOWN ENGINEERING DEPARTMENT ® - Area of Disturbance is less than l Acre. No S.P.D.E.S. Permit is Required ! - Project does Not Discharge to Waters of the State. No S.P.D.E.S. Permit is Required ! - Area of' Disturbance is Greater than I Acre & Storm-�\ater Runoff Discharges Directly to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit DIRECTLY From N Y.S D.E.C. Prior to Issuance of a Building Permit. Arca of Di,-turbance is Greater than I Acre R Storm-,-N,arer Rimoff Flows Through Southold Towns MS4 Systems to Waters of the State of New York. THE APPLICANT MUST OBTAIN a S.P.D.E.S. Permit through the Southold Town Engineering Department Prior to Issuance of a Building Permit. ,al Reviewed By: � 1.`1iiJNC� Date: F(lR M ? CM(-P -T()C llrrni,ar ?n i q et A e- cc Town Hall Annex ��O O�'e Telephone(631)765-1802 54375 Main Road c :� Fax(631)765-9502 P.O.Box 1179 co Southold, NY 11971-0959 r .y�o ads BUILDING DEPARTMENT .NOTICE OF UTILIZATION.OF-TRUSS TYPE CONSTRUCTION, PRE-ENGINEERED., WOOD CONSTRUCTION AND/OR TIMBER CONSTRUCTION, Date:. 12/2/23 Owner: John J. Stack and Patricia M. Stack Location of Property: .. 7650 Nassau Point Road, Cutchogue, NY 11935 Please tyke notice that the (check applicable line): V New commercial or residential structure Addition to existing commercial or residential structure Rehabilitation to an existing commercial or residential structure to be constructed or performed at the subject property reference above will utilize (check applicable line): Truss type construction (TT) V/ Pre-engineered wood construction(PW) Timber construction (TC) in the following location(s)(check applicable line): Floor framing, including girders and beams (F) Roof framing (R) 1 Floor and roof,framing (FR) Signature:-. 0) /00- 4 . Name (person submitting this form): William Barba, AIA Capacity(check applicable line): Owner Owner representative TrussReg15.docx Effective 11112615 i GWD GRANT WELLMAN DESIGN LANDSCAPE ARCHITECTURE NASSAU 01N RD PRO J E C T TEAM• GRANT WELLMAN,PLA,LEED-AP 813-318-2525 DESIGN DEVELOPMENT SET T GRANT@GRANTWELLMAN.COM GENERAL NOTES: UNLESS NOTED OTHERWISE HEREIN,THE GENERAL CONDITIONS OF THE STANDARD FORM OF AGREEMENT BETWEEN ARCHITECT: OWNER AND CONTRACTOR SHORT FOAM AGREEMENT FOR SMALL CONSTRUCTION CONTRACT AIA DOC#AI07 SHALL PREPARED F R• BILL BARBA, AIA, N CARB START DATE: 08/25/2022 APPLY. THE STACK FAIMILY BARBA ARCHITECTURAL DESIGN, PLLC DRAWN BY: GW CONTRACTOR SHALL OBTAIN ALL APPROVALS AS REQUIRED, INCLUDING CERTIFICATE OF OCCUPANCY. PO BOX 90, BLUE POINT, NY 11715 CHECKED BY: GW SUBSTITUTIONS SHALL. NOT BE MADE WITHOUT WRITTEN AUTHORIZATION BY THE LANDSCAPE ARCHITECT.THE DECEMBER 15►, 2023 631 .560.7908 - JOB NUMBER: 2022-02 PREMISES SHALL BE KEPT REASONABLY(CLEAN AT ALL TIMES. FEBRUARY 12„ 2025 WWW.BARDARCH.COM AT THE COMPLETION OF WORK, CONTRACTOR SHALL REMOVE ALL WASTE MATERIALS,TOOLS,RUBBISH, ETC., CLEAN ALL GLASS, AND LEAVE WORK BROOM CLEAN, UNLESS OTHERWISE SPECIFIED. GENERAL CONTRACTOR: CONTRACTOR SHALL CARRY LIABILITY INSURANCE TO PROTECT CONTRACTOR, OWNER AND LANDSCAPE ARCHITECT,AS TOM DOWNING WELL AS WORKMAN'S COMPENSATION IN AMOUNTS AS REQUIRED BY LAW.ALL WORK SHALL COMPLY WITH STATE AND 26 OLD RIVERHEAD ROAD LOCAL CODES. WESTHAMPTON BEACH, NY, 11978 CONTRACTOR SHALL FULLY GUARANTrEE FOR THE PERIOD OF ONE YEAR, HIS WORK AND THE WORK OF HIS 631 -288- 1226 LLJ SUBCONTRACTORS. PAVING SHALL BE GUARANTEED FOR TWO YEARS.ALL WORK SHALL BE DONE IN A WORKMANSHIP LIKE MANNER AND IN ACCORDANCE WITH GOOD BUILDING PRACTICES. v Q CIVIL ENGINEER: Z THE CONTRACTOR SHALL INDEMNIFY,AND HOLD HARMLESS THE OWNER AND THE LANDSCAPE ARCHITECT AND THEIR I„u AGENTS AND EMPLOYEES FROM AND AGAINST ALL CLAIMS, DAMAGES, LOSSES AND EXPENSES INCLUDING ATTORNEYS' L.K. McLEAN ASSOCIATES, P.C. Q Z Z FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK, PROVIDED SUCH CLAIM,DAMAGE, LOSS OR 437 S COUNTRY RD, _ O u EXPENSE IS (A)ATTRIBUTABLE TO BODILY INJURY, SICKNESS, DISEASE, OR DEATH, OR TO INJURY TO OR DESTRUCTION OF BROOKHAVEN, NY 117 19 W Q TANGIBLE PROPERTY(OTHER THAN THE WORK ITSELF) INCLUDING THE LOSS OF USE RESULTING THEREFROM,AND (B) IS CAUSED IN WHOLE OR IN PART BY ANYNEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,OR SUBCONTRACTOR, (63 I) 286-8668 pC N V ANYONE DIRECTLY OR INDIRECTLY EMIPLOYED BY ANY OF THEM OR ANYONE FOR WHOSE ACTS OF THEM MAY BE LIABLE, / Q REGARDLESS OF WHETHER OR NOT IT IIS CAUSED IN PART BY A PARTY INDEMNIFIED HEREUNDER. •�L LANDSCAPE CONTRACTOR: U (D u ALL MATERIALS, INCLUDING BUT NOT LIMITED TO MASONRY, SWIMMING POOL, DRAINAGE AND GRADING, ELECTRICAL, DAVID CICHANOWICZ Q �O AND CARPENTRY ARE TO BE CAREFULILY SUPERVISED BY THE CONTRACTOR TO BE SURE THAT THEY ARE IN ~ ACCORDANCE WITH THE DRAWINGS, :SPECIFICATIONS,APPLICABLE CODES AND GOOD PRACTICE. DEVIATIONS FROM THE CREATIVE ENVIRONMENTAT DESIGN DRAWINGS AND SPECIFICATIONS SHAILL NOT BE PERMITTED UNLESS AUTHORIZED IN WRITING BY THE LANDSCAPE PO BOX 160 ARCHITECT.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY SHOP DRAWINGS WHICH MAY BE REQUIRED. PECONIC, NY 11958 THE CONTRACTOR SHALL VERIFY ALL (CONDITIONS AT THE SITE.ANY DISCREPANCIES MUST BE BROUGHT TO THE 631 -734-7923 ATTENTION OF THE LANDSCAPE ARCHITECT PRIOR TO COMMENCEMENT OF CONSTRUCTION.THE CONTRACTOR SHALL CREATIVEENVDESIGN@YAHOO.COM BE RESPONSIBLE FOR CORRECTIONS N40T REPORTED ONCE HE HAS STARTED WORK. OWNERSHIP OF DOCUMENTS: THESE DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF THE SERVICE AND SHALL REMAIN THE PROPERTY OF THE LANDSCAPE ARCHITECT WHETHER ORL NOT THE PROJECT FOR WHICH THEY ARE MADE IS EXECUTED. THEY ARE NOT TO BE USED ON ANY OTHER PROJECT EXCIEPT BY THE WRITTEN AUTHORIZATION OF THE LANDSCAPE ARCHITECT. EGRESS STEPS DO NOT SCALE THE DRAWINGS. IF A DIMENSION IS NEEDED THAT DOES NOT EXIST ON THE DRAWINGS CONTACT THE LANDSCAPE ARCHITECT FOR 4' HT. POOL BARRIER GATE -PER NY POOL CODE ADDITIONAL INFORMATION. f N80,43,23"E — 309.64' POOL BARRIER FENCE I CHANGE ORDERS AND EXTRA WORK: -- — _ PER NY POOL CODE- f STORMWAT SYSTEM ANY ADDITIONAL WORK ABOVE AND LBEYOND THE CONTRACT SHALL BE BY WRITTEN CHANGE ORDER PRIOR TO THE _ j -SEE CIVIL PLAA NS WORK BEING PERFORMED. / ; , _ _._-_�_ r �' I I / / APPLICABLE CODES: �' --� `--- - ___ -- . i f ,, . / . • • • .. _ _ NON • FEDERAL EMERGENCY MANAGEMENIT ACT (FEMA) \y/ 1r W • INTERNATIONAL RESIDENTIAL CODE FOR ONE &TWO FAMILY DWELLINGS, 2018 EDITION €\\ / ® LLI .• EY Y RK AMENDMENTS 2020 \\ ;'' 0 i ® ° 1 ^ ' r ' / �'' LLJ WITH N O ` ` I C. I I I r I"i //✓l N o INTERNATIONAL SWIMMING POOL AND SPA CODE, 2018 EDITION 14 -' — �� \\ ;EL 16.1100 WITH NEW YORK AMENDMENT'S (2020) \` / /' Ln -•- -~``�_% 1 22'-4 •4" '10" 00 / I " , e -�--� LOCAL CODE:TOWN OF SOUTHOLD), NEW YORK1 . 4 ___ LLJ ,/' �•' / i n ii. "., , .ii, PROPOSED WATER SERVICE / _ - ——— ,/12.17+ b f ;: .; C7 WATER METER W O 16 CRAPE 18.38 — r / ! 0� /'/ / , /'r ',/ 1 CRAPE IK'4TER ' t, r 8 EXISTING 1 r - O� /' O L A W N .--'s"'_ // ; '11' I +17. \ OFILL ®1' if�0 ' // /' /' r"3Q'�'"' /' 1 \ g `\ 34"OAKI r It I L� CRAPE / P 12.17 18.38 IF7 ; \ ' + ISSUED: 1 f " SANITATION PLANS 2023-08-25 BASE PLAN II j I' f / /r' I • \ 1 \ 1 \\ CRAPE I -SEE CIVIL PLANS `\ \\\\ \��,_% �I I i 2023-10-15 ARCH RELOC. / J / ' r i �+ / + "-� ' ' /fl I\ 2023-12-15 PERMIT SET LILa145 / 2023-12-26 DD SET BURIED PROPANE TANK CJ 2024-01-09 PERMIT REV I 4 MON ;f R s7624'43•w 41D.Do' \ MON 1' /:~I\ 2024-12-24 POOL REV LAND NIF OF I \ I STELLAS POINTE LLC \a 2025-01-03 SITE PLAN EGRESS STEPS ` NNDEVELOPEDIPUBLIC WATER AVAII.ABIEI 1♦1.1l1\IK 2025-01-2 I POOL LOT INFO: 4' HT. POOL BARRIER GATE 2025-02-12 PERMIT REV I SITE PLAN -PER NY POOL CODE OOL BARRIER FENCE EXISTING LOT INFO: I n _ 111 PER N POOL CODE- �1DSC PROPERTY USE: SINGLE FAMILY RESIDENTIAL SCALE: 2O -O N[WELL 9 PARCEL ID: SCTM # 1000-118-3-4. 1 POOL EQUIPMENT (BELOW) � ZONING CLASSIFICATION: R-40 C9 F� I n FEMA FLOOD ZONE: AE-8 (MINIMAL FLOOD HAZARD) WETLANDS PRESENCE: YES ��,9� 002682 OQ� EASEMENTS: UNKNOWN FOF NV'N LOT SIZE: 1.1 18 ACRES (48,700 FT ) SHEET NUMBER: 111212025 2'09pm D:IUse,.lg.e to cameNSIGLIENTSISlackl2 DOGUMCNTATIDM20 225-01-7 2 S!ackd.g,LO, pant I BUILDINGS: LAND N/F EXISTING SHED PROPOSED UTILITY POLE AND I EXISTING EXISTING 2 STORY RESIDENCE TO BE DEMOLISHED OF PROPOSED 2 STORY RESIDENCE I ZIP ZAP 1 LLC (NO SANITARY,NO OVERHEAD ELECTRIC SERVICE WATER) - I (DEVELOPED/PUBLIC WATER) 4'HIGH SELF EXISTING SHED TO SITE DATA: CLOSING GATE EXISTING SHED& BE DEMOLISHED 5�SEA 1.10100-11118.CRE-03.00-004.001 N 80°43 23' E 309.64' GARAGE DEMOLISHED EXISTING HOUSE TO IXI Ngg UTILITY LTIY POLE TO BE BE DEMOLISHED --RE OVED GENERAL NOTES _ 4'PAST AND VIBE FENCE Mp n p\ 1. NO EXISTING SURFACE WATER WITHIN 100' 2. NO DRAINAGE STRUCTURES WITHIN 10'OF SANITARY SYSTEM D OW r I NYT.#144 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS. V /- pVDO 1/ 4. PROPERTY&TOPOGRAPHIC SURVEY PERFORMED BY LK MLLEAN ASSOCATIATES to SNE11 / ^ 1 ) i DW2 r 5. PROPERTY LINE MODIFICATION REGARDING WESTERLY PROPERTY LINE HAS BEEN FILED WITH SCOHS. 15'SID YARD SETBACK I _ _ I" - t8' F j4--� -__1..--_ -- - / H B ,y�., I �1... SURVEY NOTES: \\ ASPHPLT 1 DRIVEWAY D r- 1 / 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM,LONG ISLAND ZONE TH B2 q 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVO 1988. EA 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BRING A LICENSED LAND SURVEYORS SEAL IS A VIOLATION OF SECTION J 11 J ¢ 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION LAW. RC / / W PROPOSED 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S'EMBOSSED'OR'INKED'SEAL ,^1 WATER SHALI.BE�� CONSIDERED TO TRUE COPIES.ll.J�T�C-/JI 1 ♦ ` 8. CERRFlCACATONS INDICATED HEREON EONON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FO L --" c (^ i (V ti 6' ERVICE LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.SAID CERTIFICATIONS SHALL RUN 4 �Q�� I • ' IGNEES OF THE LENDING INSTITUTION CERTIFICATIONS ARE NOT TRANSFERABLE TO �y(1') CLU TER ONLY TO THE PERSON FOR WHOM THE SURVEY S PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL AGENCY AND / 26' 18' �+IIIZ I �' �) N N r l ON LISTED HEREON AND TO THE. /Y/ 5/ �6 10' A. \ I o �w� X / 1� ADDITIONAL IN�TI ON5 OR SUBSEQUENT OWNERS. POND W / �/ y�/ yO" / 9 WN ON ISSUN /o/ o- / 12' covEREO PROPOSED 2 7 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. IY - STORY RESIDENCE 1p �1 �N 6• Z B. THE SURVEY CLOSES MATHEMATICALLY. �, �") PORCH W/ FINISHED I - BEFORE ANY EXCAVATION S TOO BEGIN.ALL UNDERGROUND UTILITIES VEY ARE FROM SHODUDK BE VERIFIED ASOUT LOCATED NTO THEIR LLOCATION THE GROUND /SIZE AND TYPE BY S/ j10' "> (} '/ -- RECORD PLANS. BASEMENT o CL S /� RESPECTIVE UTILITY COMPANIES. / /�1„J Is' - s .�1 I' F.F.=16.5 I I T - EL 10.THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO ANY EASEMENTS,CONDITIONS OR ENCUMBRANCES AN TM 1 PNj ,1 \FED L (n I y<zyR_ICK WALK_ UPDATED TTI1P SEARCH MAY REVEAL P •/ } / / 26 / / / /.� 1�1 1� ��I��y LpY 4• l 11.FLOOD ZONE X.FLOOD INSURANCE MAP NUMBER 36103CDSDZH,PANEL 502 OF 1026,EFFECTIVE 09/25/2DO9. 2aaaL I' ell r I I - / ® Q '1 12 GOLDFISH POND ROAD LOCATION S APPROXIMATE AND WAS TAKEN FROM AMENDED MAP A OF NASSMI POINT AND REFERENCE SURVEY 0 O / 1 I�/� QFCIIL ER' 34' LOT I125 AND PART OF LOT/126 BY JOHN C.EHLEIS LINO SURVEYOR,UST DATED 09/03/2002.ROAD IS NOT OPEN /// VDD➢ED / /1 / N I{ Ili Y I \ STEEL / / I+�,II II 1f1 III illil. 1 \ /1 8 1 1/2' v J PDND Yy\ / / / �/ q / / / g� WDOD DEDK „gip i�lll(I� IYM I 6• / VENT Q STORMWATER DRAINAGE CALCULATIONS 1 �16 / / y1 �II�lil gEp50R - I I A CLUSTER Ott Z REQUIRED DRAINAGE CALCULATIONS: U/6 (2' RAIN EVENT) `~J W q PROPANE 1 �LUlTER IMPERVIOUS (DRIVEWAY DW1& DW2) = 2,290 SF_ __ 2,290 2.290 X 2%12' (RAINFALL)= 381.67 CF TOTAL- 381.67 CF YARD SEIBACIC -- PINE LIL.#145 I I SF / _-_ POOL - ¢ IMPERVIOUS (ROOF DW3 & DW4) = 2,600 SF 1 /---f / AROUBARRIND DECK -CE C=(2,600 X 1)= RAINF LL _ �° HO/✓ 2.600 X 2'/12' (RAINFALL)= 433.33 CF I -- TOTAL = 433,33 CF �4,POST AND VIRE FENCx� X�,._ PROPOSED DRAINAGE CALCULATIONS: LAND N/F 410,00 CF APPROX.LOCATION OF I DRIVEWAY(DWI+DW2) _ AryJN EXISTING SANITARY SYSTEM TO 1 381.67 CF REQUIRED �/ PROPOSED POOL NENAKER TRUST BE REMOVED AS PER SCOHS 80 DRYWELL= 381.67 CF/42.24 CFNF= 9.04 VF __- cl_�_ SX 76°P4'43� EQUIPMENT TO srANDARDs _ BE PIPED TO (DE LAND WATER) N LAND N/F 1 DRYWELL N4 OF PROVIDE: (2)80 LEACHING STRUCTURES ® 5' DEEP 4'HING SELF-' 1 CLOSING GATE :, ROOF(DW3 &DW4) STELLAS POINTE LLC O (UNDEVELDPED/PUBLIC WATER AVAILABLE) 0 433,33 CF REQUIRED 10'0 DRYWELL= 433.33 CF/68.52 CFNF= 6.32 VF co N PROVIDE: (2)100 LEACHING 5TRUCTURES ®4' DEEP tU EXISTING LOT COVERAGE CALCULATION 1 1 HOUSE =1,554 SF 1 1 SHEDS =264 SF GAZEBO = 90 I GARAGE= 294 SF 1 DECK = 2.050 SF POOL = 900 SF TOTAL= 5,062 SF PROPE 11 1 EXISTING WELLYT.#145-5 LOT COVERAGEB 7= 5,062/48,700 =]Q, 1 PROPOSED LOT COVERAGE CALCULATION 0 a PROP. HOUSE=2,600 SF SHEDS =80 SF DECK = 2,330 SF (n GAZEBO = 90 SF / POOL= 1,035 SF TOTAL= 6.135 SF 2 1 SITE PLAN PROPERTY= 40,700 SF LOT COVERAGE = 6,135/48,700 = 12M< 20% (OK) 0- SCALE: 1"=40� LANE 3 CL_EARWATE LEGEND: p --- PROPERTY UNE --))-- EXISTING CONTOUR O TEST HOLE PERFORMED BY M.ONALD GEOSCIENCE TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE U CO] PROPOSED CENT I/A TANK DATE 12/16/21 DATE 12/16/21 , 3 ONTO PROPOSED DISTRIBUTION/SAMPLING MANHOLE -Co PROPOSED SANITARY CLEAN OUT _ ®ow,wne®,a era Dw,yrysaE au ,1/� U `LPG PROPOSED SANITARY LEACHING LEACHING POOL o DPI PROPOSED SANITARY DISTRIBUTION POOL ^b9i�'"TM^=i0"" �Q P C �-i` DATE BY DESCRIPTION APPROV. BY -s- PROPOSED SANITARY PIPE W REVISIONS i`E; B1 7650 NASSAU POINT ROAD PROPOSED FUTURE EXPANSION ao.nEarf.n su v ap.,�.a+rew sx 0 _A_A___. PROPOSED PIPE FOR MAC'R'AIR BLOWER 1a ----- " l 2 CUTCHOGUE NY 11935 AS PER MANUFACTURER'S REQUIREMENTS o.o - ne i� A STACK RESIDENCE a=O -K-t- PROPOSED U.G.ELECTRIC \ W PROPOSED 2-1/2'0 HOPE VENT PIPE z TEST HOLE LOCATION v�n� m.e:a sp CONIFEROUS TREE as _______ sn 'V CS\ I Ln p DECIDUOUS TREE 7 PROPOSED SITE P LA N DECIDUOUS SHRUB ,e V P9 PLANTING BED OD!WG c:LV- Md15.9'Oebwsurtxe Co Ift VVIIAY cpVlL..d12B1>m°wsd- L. K. McLEAN ASSOCIATES, P.C. V pO o COST Ia CATCH BASIN (HIGHEST EXPECTED GROUNDWATER O EL 0.40) (HIGHEST EXPECTED GROUNDWATER O EL 0.40) CONSULTING ENGINEERS 437 SOUTH COUNTRY RD.,BROOKLUYEN,NEW YORK 11719 , 00 A WATER VALVE ra w s ra sA1X or Tar wtx wmws Sheet ND. r00 TEST HOLE B1 TEST HOLE B2 DdLNeACwmwowT[XU1945 Deei9nedBy. MF/CFD ScOI°: AS NOTED �l A CAS VALVE wxa°�Knxo- ns N ® GAS METER Dmwn By: MF D°1e: NOV. 2023 N.T.S. N.T.S. ummie.-.A-- 0 ,xc nnc nc / ® ELECTRIC METER C 1 z d Tc TOP OF CURB °^A1°°�MO1 N^a "'T"" w sa�a>nA-�1. AppY°ved By: RGD File No. 21188.000. LAND N/F SEE ATTACHED SPECIAL CONDITION, PROPOSED UnUTY POLE AND °F LLC GRADING PLAN AND/OR PLOT PLAN. (DEVELOPED/P EXISTING SHED ro OVERHEAD ELECTRIC sEavcE ZIP ZAP 1 Revised Ian approved: 10/11/23 Expires: 9/29/25 I UBLIC WATE EXISTING SHED& BE DEMOUSHED GARAGE TO BE EXI N UTILITY POLE TO BE N 80°43'23' E 309,64' DENOUSHm EX ISTING HOUSE TO OVED SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 9'POST AND WIRE FENCE T DEMOLISHED ,yN - - - -"`� PERMIT FOR APPROVAL OF CONSTRUCTION FOR A oGsnNG CD J o�SUDD NYT.M744 SINGLE FAMILY RESIDENCE ONLY L / (NO SANMAR NO o' J TER) ID• J I ASPHALT �� J / ld•m b/1_0 DW lk- o'\DW \ 1•—° DWG +� A'6' A // �° , G . 2D' 19 "�6 6 r / DATE 9/29/22 S F O. R22-0989 ��" d• � 74z1\1 f o / / / W WAS SED ❑ APPROVED. Q 2y� J L__ 6' CE FOR MAXIMUM OF 6 `— BEDROOMS b \�\ / ti N� / l 11 q n ................ I ,., PROPOSED 2 CW TER y 26' 8' J y q, W ° / ,D PROPOSED 2 / STORY RESIDENC . -- t- EXPIRES THREE YEARS FROM DATE OF APPROVAL POND w / tit a' / 12' STORY GARAGE I W/ ADDITION& - N 7 (NO SANITARY. /- COVER FINISHED 1� 50 MITI it .../ CL S\ I C❑ NO WATER) '.7 vORCN _t85 / LK �lY BASEMEN 16' z6/// / / / / ❑ /� DECK I I -\LPI °tir 2/ I ®1LLER ( (Q� SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES * WOODED/ / / // /// /PATIO I\ /. YIN STEEL PDN➢ \ / ' / N / I I VENT �L z / / / J� M I CLUSTER 4� Z BUILDINGS: °O01 I 6P/ / / �B/ / PORCH / 1 s I 10-MIN. \ J'^, i EXISTING EXISTING 2 STORY RESIDENCE TO BE DEMOLISHED PO°L I �� % / I ' °y N �5` ) PROPOSED 2 STORY RESIDENCE WITH ADDITION TOTAL 5 BEDROOMS (AS PER SCDHS) SITE DATA: SCTM#: 1000-118.00-03.00-004.001 'PINE LIL.#745 SITE AREA: 1.118 ACRE 1 / / � / 12 13 \DW-/L s ° Ham¢ GENERAL NOTES -- 4 PROPOSED FUJI CLEAN / E tt CONTROL PANEL IN \ 1. NO EXISTING SURFACE WATER WITHIN 100' ' x ,�_ APPROX.LOCATION OF NEMA 4%ENCLOSURE 2. NO DRAINAGE STRUCTURES WITHIN 10' OF SANITARY SYSTEM A,,, FENCE EXISTING SANITARY SYSTEM TO 3. PROPOSED SANITARY SYSTEM IS DESIGNED FOR A TOTAL OF 5 BEDROOMS. ' __ 410�Q LAND N/F BE REMOVED AS PER SCDHS 4. PROPERTY&TOPOGRAPHIC SURVEY PERFORMED BY LK. MCLEAN ASSOCATVAES —- ��- r,yaN J(j/ OF STANDARDS BLOWER OMACDE"R'AIR 1 5. PROPERTY LINE MODIFICATION REGARDING WESTERLY PROPERTY LINE HAS BEEN FILED WITH SCDHS. � 7(°24'43' �✓ / ME NAKER TRUST BLOWERS MODEL 1 MACIOORII ON CONCRETE SURVEY NOTES: (DE PAD WATER PRaposm VENT w/ PAD TO BE HARDWIRED NO LAND N/F / TO CONTROLLER 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S. STANDARDS. 1 CHARCOAL FILTER 16"MIN. LIF 1 ABOVE GRADE,36"MIN. 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLAN COORDINATE SYSTEM, LONG ISLAND ZONE. STELLAS P°INTE LLC - FROM ANY WINDOW OR DOOR. 3. ELEVATIONS SHOWN HERE ON REFERENCE NAVO 1988. (UNDEVELOPED/PUBLIC WATER AVAILABLE) / 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYORS SEAL must be relocated as per above proposal N IS A VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE NEW YORK STATE EDUCATION LAW. N 5. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LAND SURVEYOR'S Water lines must be inspected by the "EMBOSSED"OR "INKED"SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COPIES. 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE Suffolk County Dept.Of Health Services. EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THE NEW YORK STATE ASSOCIAnON OF LANDONLY TO THE PERSON FOR WHOM THE Call 1632)852-5754,48 hours in SURVEYS is PREPARED SAND ONR S.HIS BEHSAOCALF TO TTHENTITLE COMPSHALLUANY. GOVERNMENTAL AGENCY AND LENDING 1 1 advance,to schedule inspectiorl(s). INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR SUBSEQUENT OWNERS. 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. 8. THE SURVEY CLOSES MATHEMATICALLY. 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEY ARE FROM UTILITY MARKOUT LOCATED ON THE EXCAVATION INSPECTION REQUIRED GROUND AND/OR RECORD PLANS. BEFORE ANY EXCAVATION IS TO BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. I FOR SANITARY SYSTEM ',VYT•y145-5 10.THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TIRE REPORT.SUBJECT TO ANY EASEMENTS. 1 1 I Abandonment of the existing sanitary system must be in CONDITIONS OR ENCUMBRANCES AN UPDATED TIRE SEARCH MAY REVEAL. BY HEALTH DEPARTMENT conformance with the Department's requirements. 11.FLOOD ZONE X. FLOOD INSURANCE MAP NUMBER 36103CO502H, PANEL 502 OF 1026, EFFECTIVE � W 1 I Submit completed form WM-080 as proof 09/25/2009. O 12 POM FIANDSH POND REFE ENE LOCATION SURVEY OF OT�1 YSATE AND WAS AN PART OFT OTN�126MB1'JOHN AMENDED C. EHLERSFLAND�U O_ / SURVEYOR, LAST DATED 09/03/2002. ROAD IS NOT OPEN 0 I SITE PLAN j 1 SCALE: 1"-40' D I' LANE Design Professional's Certification Required. TER Submit P.E.or R.A.Certification For 1 a. LEGEND: <✓L E The Installation and Construction of the Sewage Disposal System z\ I, \t/r!' —-- PROPERTY LINE Use Form W W M-073 EXISTING CONTOUR // I Z; I 1. CO] PROPOSED CEN7 I/A TANK TEST HOLE PERTORMED BY McDONALD GEOSCIENCE TEST HOLE PERFORMED BY MrDONATD GEOSCIENCE U U �. - I I DATE:12/16/21 DATE 12/16/21 S� l PROJECT / ,_) ..-'`'L;"t �I /f� - 1 ( U"! DNC PROPOSED OISTRIBUnON/SAMPLING MANHOLE 3 L =-_= = LOCATION -co PROPOSED SANITARY CLEAN OUT 18 ------- ,` 8/11/23 MF UPDATED FLOOR PLAN/EX. HOUSE BEING DEMOLISHED CFD A S J ;_ i t�'''• ✓"i'b LPG PROPOSED SANITARY LEACHING LEACHING POOL UPD 1 m 8/22/22 MF AS PER SCDHS COMMENTS DATED 8/18/22 CFD ;D PROPOSED SANITARY DISTTJBUTION POOL 7/8/22 MF AS PER SCDHS COMMENTS&ADDED GARAGE CFD 'D 3 ;'I T�r.e,nwvm DATE BY DESCRIPTION APPROV. BY vaema.r rro�a m PROPOSED SANITARY PIPE Of , �/� '�% /FEY PROPOSED FUTURE EXPANSION 7 __ o, ------ REVISIONS Ci Wunneweta Pond I �\ ______ e eoneanw°sv a• uw,a+n.N su I I —A_A—PROPOSED PIPE FOR MAC"R"AIR BLOWER 6•, _____ 7 650 N A S S A V POINT ROAD 1 "t AS PER MANUFACTURER'S REQUIREMENTS ,.6 - ' i � /; ; --6-6—PROPOSED U.G.ELECTRIC ��h� CUTCHOGUE NY 11935 E � —PROPOSED 2-1/2"0 HOPE VENT PIPE P�r,,,„„,�eP ------ . STACK RESIDENCE o N s i 1 �r rEsr HOLE LOCATION v - 7 ctiv o� N Z 7l \�' ,o."+,T �. �i�` CONIFEROUS TREE wmmxpme�wwn sn O DECIDUOUS TREE r r ,!' ,� a DEG,DDD05 SHRUB ar 6� YO/j� PROPOSED SANITARY PLAN 1 c0 .,t✓�' �.),.J� I/� J� -J P➢ PLANTING BED h�0��S,DIS14-11 f` /h NO ,1�,) ., POST CDme,emB MC,O=Wered16.9D°Id ."— Cann ene:W�MeCOWeTM,28Ddoweud°� >° L. K. McLEAN ASSOCIATES, P.C. O !" T` - if'�� -.ti ;.1` ® CATCH BASIN (HIGHEST EXPECTED GROUNDWATER O EL 0.40) (HIGHEST EXPECTED GROUNDWATER O R"0.40) y N O .f - t i�'':-_' WATER VALVE ��' CONSULTING ENGINEERS R7 SOUTH COONIRT RD.,BRd0,01AYFT1,NEW TDRK 11716 t,;. `' ~"'` GAS VALE TEST HOLE 131 TEST HOLE 62 { `t 0O `'y ' ' - mVG01Q1 M'°`"R�"'�'p0`"i°°"� 9 r MF/CFD SCDI°: AS NOTED 00 ® GAS METER vvmx n aTvv.c wmov ox ne vawcs b Designed B: Sheet N0. •NOw,o'0"w ne warnw,�Nf°i0a semunsa uam m 3 O ELECTRIC METER N.T.S. N.T.S. � � � S1 w LOCATION MAP m TOP OF CURB cxaaM P M ` £DPROV' S D,o By: MF Deee: MARCH 2O22 a a N.T.S. App wed 8y RGD FIle No. 21 188.000 POWER SUPPLY CONNECTED TO DEDICATED 120v AC. SINGLE PHASE, 20A CIRCUIT BREAKER IN THE MAIN ELECTRICAL PANEL PVC PIPE FROM MAC "R" PLASTIC COVER WITH FUJI CLEAN CONTROLLER AND ALARM PANEL BLOWER TO AIR INTAKE POLYLOK SAFETY SCREEN PROPOSED MAC "R"R10011 AIR BLOWER. POWER CONNECTION PROPOSED U.G. AS PER MANUFACTURER'S TYP. FOR ALL 3) TO BE HARDWIRED TO CONTROLLER AS PER SCDHS & ELECTRIC REQUIREMENTS MANUFACTURERS REQUIREMENTS. GRAnF _ 21"0(2"MIN.)HOPE VENT W/CHARCOAL FILTER 18"MIN. ABOVE GRADE. 36"MIN.FROM ANY WINDOW OR DOOR.F.F MIN. 4" DIA. POLYLOK 20" COVER EL. 17.5 =18. CONC. PAD MIN. x 15"QUAZITE 2'_6' MAX. SDR 35 PVC MIN.PI/8"PITC ED ENCLOSURE WITH COVER PVC PIPE FROM MAC "R" e STOPPER OR END PLUG BLOWER TO AIR INTAKE „ �_�_ POLYLOK 6" AS PER MANUFACTURER'S —e_--�� —C—e INV.=14.53 RISERS REQUIREMENTS GRADE=n.0 POLYLOK 20" PROPOSED U.G. DISTRIBUTION BOX -. 4' MAX. ENDCAP TYPE LEVELING DEVICE MIN. 4"CIA SDR 35 PVC PIPE PITCHED MIN. 1/4"PER 1' SDR35 PVC PIPE®J"PER 4"SDR35 PVC PIPE MIN. 4" DIA. FOOT MIN. INV. 0 J" PER FOOT W7 SDR 35 PVC PIPE PITCHED 14.80 MIN.INV. 14.63 MIN. 1/8" PER 1' CAST IRON PIPE TO PENETRATE INV.=14.36 FOUNDATION WALL MIN. 2' INV. = 15.30 MIN. 12" COMPACTED SAND OR 4 PROPOSED 2" MIN. ABOVE PEA GRAVEL LEVELING PAD FOUNDATION OUTLET INVERT DISTRIBUTION�SAMPLING MANHOLE MAIN HOUSE BUILDING CONNECTION DETAIL N.T.S. IZA OWTS FUJI CLEAN CENT 700 GPDOWTS FUJI CLEAN CENT 700 GPD N.T.S. GRADE = UPI 16.5 CONCRETE COVER BELOW GRADE LP2 17.5 1-MIN, 2' MAX. -- z'-s' MAX. I/A O.W.T.S. NOTES: 1. OWTS SHALL BE TESTED FOR WATER TIGHTNESS PRIOR TO ARRIVAL ON-SITE USING A METHOD APPROVED MIN. 4" DIA. 6" THICK SLAB BY THE MANUFACTURER. SDR 35 PVC PIPE PITCHED 2. THE DESIGN ENGINEER SHAD.OBSERVE THE ENGINE. PRIOR TO F SC AND DURING SYSTEM STARTUP. MIN. 1 8" PER 1' THE CONTRACTOR SHALL NOTIFY NTR THE DESIGN ENGINEER OF ANTICIPATED INS SCHEDULE AT LEAST. HOURS IN / ADVANCE OF WORK.THE CONTRACTOR SHALL NOTIFY SCDHS FOR INSPECTION IF/AS REQUIRED. INV.=14.17 3. THE CONTRACTOR SHALL PREPARE A COMPACTED 3' BED OF ASTM C33 SAND AT THE BOTTOM OF THE EXCAVATION,AND SHALL SET THE STONE LEVEL TO WITHIN 1/8".THE CONTRACTOR SHALL PLACE THE I/A O.W.T.S. ON THE PREPARED SAND BED (AND/OR CONCRETE SLAB WHERE NOTED) AND SHALL SET THE TANK LEVEL TO WITHIN 1/8 INCH. 3 4. UTILITY LOCATIONS SHOWN ARE APPROXIMATE ONLY. IS THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY SEE ATTACHMENT S '0 VERIFY THESE LOC ITCATIONS. ai '0 5. R IS THE RESPONSIBILITY OF THE CONTRACTOR TO RESTORE ANY DISTURBED AREAS. N 6. ALL SANITARY PIPING, STRUCTURES, AND ASSOCIATED APPURTENANCES SHALL BE CONSTRUCTED IN O m ACCORDANCE WITH SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES DIVISION OF ENVIRONMENTAL 4" DIA. U, QUAUTY STANDARDS FOR APPROVAL OF PLANS AND CONSTRUCTION FOR SEWAGE DISPOSAL 51UTWS FOR O PVC CROSSOVER PIPE N OTHER THAN SINGLE-FAMILY RESIDENCES,DATED JULY 21.2020. 'C 7. THE ONSITE WASTEWATER TREATMENT SYSTEM (OWTS)INSTALLER SHALL HOLD APPROPRIATE ENDORSEMENTS TO O FROM SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AND SHALL BE AN AUTHORIZED INSTALLER. N 8. THE OWTS INSTALLER SHALL REGISTER THE ONSITE TREATMENT SYSTEM WITH SUFFOLK COUNTY m DEPARTMENT OF HEALTH. C I 9. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE MAINTENANCE PROVIDER AND THE 3 PROPERTY OWNER SHALL BE PROVIDED TO SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES. O C I EFF. DEPTH 3.0' I 10.A GARBAGE GRINDER SHALL NOT BE INSTALLED UPSTREAM OF THE O.W.T.S. (MIN.) 11.ALL ELECTRICAL LINES FROM THE BUILDING TO THE I/A O.W.T.S.CONTROL PANEL SHALL BE ENCLOSED IN SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES COLLAR SCHEDULE 40 PVC AND MAINTAIN A MINIMUM EARTH COVER OF 24"UNLESS GREATER COVER IS REQUIRED BY MANUFACTURER. O COLLAR 12.ALL PENETRATIONS INTO THE O.W.T.S.SHALL BE SEALED AND WATER TIGHT. U BOTTOM OF 3 POOL = I 13.THE I/A O.W.T.S. SHALL VENT THROUGH THE GRAVITY SEWER PIPING IN THE PROPOSED BUILDING. NO EL. 6.5 I ADDITIONAL VENTING IS REQUIRED. 8/it/23 MF UPDATED FLOOR PLAN/IX. HOUSE BEING DEMOLISHED CFO '> I 8/22/22 MF AS PER SCDHS COMMENTS DATED 8/18/22 CFD CJ / 6' MIN, PENETRATION I 7/8/22 MF AS PER SCDHS COMMENTS&ADDED GARAGE CFO INTO A VIRGIN STRATA OF SAND & GRAVEL DATE BY DESCRIPTION APPROV. BY Of REVISIONS —1 -- - - — - - - - - - - - - - — J 7650 NASSAU POINT ROAD Il 3.' MIN. ABOVE HIGHEST 13ACKFILL CUTCHOGUE NY 11935 —EXPECTED G OUNDWATER E MATERIAL CLEAN STACK RESIDENCE --------- -- a N SAND AND GRAVEL ------------------ o -HIGHEST EXPECTED WATER ELEV_=0.,! _ N Z ow a� TYPICAL LEACHING POOL DETAIL �fNEWYOq� SANITARY DETAILS Hl r N.T.S. h��°O.DIBIgsf N o y L. K. McLEAN ASSOCIATES, P.C. O ¢ '��'i• ,�. CONSULTMG ENGINEERS a7 SOUTH COUNTRY W.,BROOXHAVEN,NEW TORK 11719 "I oo Designed er. MF/CFD scOle: AS NOTED Sheet No. fDPROF�S� Dr...Ely; MF Dete: MARCH 2O22 C 2 0_ Approved By: RGD File No. 21188.000 J -2' Sedimentation Chamber 397 -1t -t Anaerobic Filtration Chamber 396 - Aerobic Contact Filtration Chamber 181 INDOORS I OUTDOORS �. Clarification Chamber 90 ECIRCUTATION I ® AIR UFT PUMP 01510fecliDn Chamber 6 IQDNTRDL PANEL IN SNEMA URE ISINFECTIDN Total Volume 1069 POWER I 4X ENCLOSURE4WN CYLINDER(OPTIONAL) PANEL I °T PIP 'OUTLETPIPE SPECIFICATIONSa Anaerobic Media PP I PE AL �ABoard Ty a Aerobic Media PVC/PP/PE - - - - - Aerobic Media PP/PE INSEEATTACHMENT(SBlower 3.ScfmD INSIDE SCHEDULE '-EFFLUENT Tank FRP I r 80 PVC CONDUIT&SIZED AS I I — I I REQUIRED. IAFFL ® AIR LIFT PUMP Piping PVC/PP!PE I CONRPR l- - Access Covers Plastic/Cast Iron I & © Disinfectanl O tional Chlorine Tablets FINISHED GRADE IfLOW BAFFLE 4'AIR INTAKE RECIRCULATION PIP (CLEANING OPENING) 6 TREATMENT SYSTEM ON-SITE WASTEWATER aBx FLOW OPENING(TYP. PLAN VIEW nuv ISINFECTION OWTS SINGLE LINE DIAGRAM 20'ACCESS COVE 2VACCESSCOVE 24"ACCESS COVE CYLINFEC2(OPTIONAL) 4"ACCESS COVER N.T.S. mP) mP) (TYP) LOW OPENING SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES 71 - DARD TYPE - CONTACT MEDIA aO AIR OFT PUMP 0 O I ROBIC MEDIA I I 1./24 751 'I�� ® �- A19.918—.� 5 �-�23.9ie� 5.763"'078 F12ATION ASSEMBLY SECTION A-A �• SECTION A-A PROPOSED TUF—TITE 24" SAFETY LID LFu1iClean USA N.T.S. /�16rud L•ka"WSIn... PROPOSED TUF—TITE 20" SAFETY LID SECTION A-A VIEW SECTION B-B VIEW CEN-7 N.T.S. Structural Drawing 6 5 4 3 2 Specifications VISUAL Model MAC60RII MAC80RII MACIOORII BEACON SYSTEM CFM 2.1 2.8 3.5 CONTROLLER ALARM 6 3/B' Air Flo1V Volume — — — — — — � / STOPPER OR END PLUG L/min 60 80 100 10"z 15"ENCLOSURE WITH (16t) PSI 2.2 2.2 2.6 (FASTEN TO BUILDING) Normal Pressure —— — — — — — nGRADE N LANDSCAPE AREA SHE SLATE OR OTHER SUITABLE COVER OI I kPc 15 15 18 Rated Vol rage V AC 120 D vi Frequency Hz 60 •o I Power Consumption W 37 51 74 ELECTRICAL&CONTROL TO BLOWER V Weight lbs. _APProx.II APPr ox.11 APDrox.fl [] kg APPrax.5 APPrax.5 APProx.S CONTROL WIRING TO OWiS Datlet PiPa Diameter Incn 3/4' 1 MAC "R"AIR BLOWER TO BE • -- ♦ POMer Cord Length Incn 6•2- 1 O HAROWIRED TO CONTROL PANEL on UL file number E341420 TO SEE CO Country Or Drl91n Japan ELECTRICAL Z PRO LES 4bIA.SOR SS PVC PIPE COMPRESSED AIR LINE TO OWS to �_--��_� SUPPLY E 4'DIA 30 ELBOW C Installation/Operation @ Maintenance Notes: 11 0 -Instal( blamer on Ievei ed Sol ld base.Ensure adequv to ventllatlDn GFI RECEPTACLE u I e Q I and Prolec!against direct sunlignl. D MOUNTED ON INSULATED BLOWER ENCLOSURE 3 Y -Inspect nd[lean internal air fitter once every 3 months. BUILDING 4"X4"X4"60'WYE BRANCH Recommend diaphro9m/Va(ve assembly roplaeermat once every p 12 months, (Notee o torn dl athr cam Will tr laser the Aufomatl[-Stop function.) 6"CONCRETE BLOWER PAD -Please make sure to follow the lost ruction manual. FLOW 4"DIA 4"CIA. FLOW V ry - 1 I/4' SIX2-35 5DR-35 GRADE _ C 0 TYPICAL CLEANOUT DETAIL i N.T.S. CP a CONTROL PANEL & BLOWER DETAIL e N.T.S. L) iv a! O��' B/11/23 MF UPDATED FLOOR PLAN/EX. HOUSE BEING DEMOLISHED CFD 0 m 1l ll C. alp N10-32 - DATE BY DESCRIPTION APPROV. BY 0 OC REVISIONS 7650 NASSAU POINT ROAD L I I - CUTCHOGUE NY 11935 n. _C,y s 2 mtD STACK RESIDENCE N 4 3/e" i t 4- 4 3/8' U (I--10)--� (3I.5)� (11. -� UfIMACi N wi CD O A t0 TtTLE MAC6OR1/8OR1/I0OR1 APPRGvA DATE 05-10-2017 E 6,DIB1q ln AIt drawing measurements In incnes(mm), oNEWYOR� SANITARY DETAILS 2 M r SIZE A3 SCALE 2:5 t10 'rf N O DWG ND �Qa° L. K. McLEAN ASSOCIATES, P.C. N O FujiMAC T10009Z 1-H4 O CONSULTING ENGINEERS 437 MUM COUNTRY M.,BROOKIIAM,NEW TORK 11719 6 3 4 3 2 1 FKI-0004-11 IXy +xe ozmawx uv or Ixe n4re a xer>wr waxiers i� �i Sheet No. { ��5 Da6lynea By: MF/CFD sonic: AS NOTED ° °a`"°B £pPROFSp��/ Drawn By: MF Date: MARCH 2O22 C Z ¢'i J J B a,eao_u APpraeea ey RGD F e Na. 21188.000 i SURVEY OF PROPERTY �QYI 'Oca.hoq OF 51b LOT 125 AND PART OF LOT 126 d by� ON THE AMENDED MAP A OF NASSAU POINT FILED AUGUST 16, 1922 MAP NO. 156 SITUATE AT CUTCHOGUE TOWN OF SOUTHOLD SUFFOLK COUNTY, NEW YORK P/O LOT 126 I AREA OF PARCEL = 48,724t SQ.FT. OR 1.118t ACRES N/F I I ZIP ZAP I L L C NOTES 1. MEASUREMENTS ARE IN ACCORDANCE WITH U.S.STANDARDS. '� FENCE a N 80#43.23' E 2. BEARINGS SHOWN ARE IN NEW YORK STATE PLANE COORDINATE SYSTEM NAD1963, FENCE �� 14s LONG ISLAND ZONE. CDRNEa R 309,64' FENCE _ �r X 4'POST AND WIRE FENCE 136'E 3. ELEVATIONS REFERENCE NAVD 1986. APPROX, LOT LINEX. ozN EP 117 8' �fD 111 J��34'OAK MON x 162 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED ~ ��b 6' 1LAND SURVEYOR'S SEAL IS A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW [„ q. 26 24'OAK WT UTILlrr NEw UP. I YORK STATE EDUCATION LAW. `/ 18' �r�, ��•••// N z 5• ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF ¢ @w x 33 g• 12,6 -_ d I THE LAND SURVEYOR'S"EMBOSSED"OR"INKED"SEAL SHALL BE CONSIDERED TO BE �pp X y PP167 VALID TRUE COPIES. q/ 14' ( MON ' Q 12, TF 17.3 u o x r73 6. CERTIFICATIONS INDICATED HEREON SIGNIFY THAT THIS SURVEY WAS PREPARED IN POND tL rF 1r.4C ,3 ACCORDANCE WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS 10, RV 18` ` EP 171 ADOPTED BY THE NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND 6,6'r> TF 174 SURVEYORS. SAID CERTIFICATIONS SHALL RUN ONLY TO THE PERSON FOR WHOM THE WSURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL x6.3 1P, '1 70, \ AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THE ASSIGNEES OF THE �/ t,F' /I 10, ) 524' x x8.7 TF 174 I ti 6' `�J 2.8 �-4(�� CLUSTER � LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL j y 2 L h Y INSTITUTIONS OR SUBSEQUENT OWNERS. 0 26' 16' 1418' r . �U Sul EP 171 x17.9 ` { x 16_9' ^10.9' J 7. RIGHTS-OF-WAY NOT SHOWN ARE NOT CERTIFIED. rF 1;.4 CONCRETE 2.0' CLUSTER POND �0 / WOODED x6.a X7P FOUNDATION tiT 8. THE SURVEY CLOSES MATHEMATICALLY. wALcs ;, - Q- I 9. UNDERGROUND UTILITIES IF SHOWN ON THIS SURVEYARE FROM UTILITY MARKOUT 2/, X ' x 14' ' II BRICK WALK- LOCATED ON THE GROUND AND/OR RECORD PLANS.BEFORE ANY EXCAVATION IS TO `nj x9 a , BEGIN,ALL UNDERGROUND UTILITIES SHOULD BE VERIFIED AS TO THEIR LOCATION, / O TF 17.3 ll p xl&2 � +� EP 179 SIZE AND TYPE BY THE RESPECTIVE UTILITY COMPANIES. S Al 1'9 j OFILLER 6,3' m I Y) CAP 34•DAK (/� 10. THIS SURVEY WAS MADE WITHOUT THE BENEFIT OF A TITLE REPORT.SUBJECT TO ANY p m x1o.3 EASEMENTS,CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARCH MAY E (� I •e N r^... q=I I1 STE L " ' REVEAL. / ENT x8P x8,9 ~ 23, �I 3 \\CLUSTER / i 11. FLOOD ZONEX.FLOOD INSURANCE MAP NUMBER 36103C0502H,PANEL 502 OF 1026, x 62 x 47 6.3' 6.5' USG 0 a Z U� EFFECTIVE 0912512009. k I TF 1Z4 ^ 7F 17. "t 4 PROPANE , ,,,,TTTT p¢ w a I 12. GOLDFISH POND ROAD LOCATION 1S APPROXIMATE AND WAS TAKEN FROMAMENDED 5.3'; TANK ` CLUSTER MAP A OF NASSAU POINT AND REFERENCE SURVEY OF LOT#125 AND PART OF LOT 000 1 1-1 Ea 1e.e I #126 BY JOHN C.EHLERS LAND SURVEYOR,LAST DATED 0910312002.ROAD IS NOT OPEN. h C .::i.' 8'PIvc 1',a �..- ;EPxt7f _ MON — — �aT 4'POST AND WIRE FENCE — P.SN — t6'OAK n 4'P7ST AND WIRE FENCE FENCE — \ LIL.#I45 U q a6 N v, v .. y` x-- x---•— X—_ --- x— X X-- X,/— pX�— X X--- x--- X-- X-- X �j�'t X— X—ez'N �� MON S 76#,24'43O V MON 410,00' 16.a MON C7 EP t�6 LEGEND P/O LOT 124 P/O LOT 124 X16.1 eP rsz I N/F I N/F I — —" " " " " GUY WIRE STELLAS POINTE LLC I MENAKER TRUST . . . . . . . . . . . .UTILITY POLE 1 0 ® . . . . . . . . . . . .ELECTRIC METER ti . . . . . • . . • FIRE HYDRANT N ® . . . . . . . . . . . .WATER METER ® . . . . . . . . . . . .WELL 1' • • • • • • • • • . • .LAMP POST I I I I � . . . . . . . . . . . .MAILBOX Pl . . . . . . . . . . . .TREE STUMP /I. • . . • • . • . . • • .CONIFEROUS TREE NYT#145-5 (D • • • . • • • . . . . .DECIDUOUS TREE MON FF EL.• . . • • . . . . . • .FIRST FLOOR ELEVATION x16,8 • . • . . • . • • . • •SPOT ELEVATION EP . . . . . . . . . . . .EDGE OF PAVEMENT U/G . • • . . . . • • . . •UNDER GROUND TF . . . . . . . . . . . . TOP FOUNDATION _�ArER SANE ��EAR DATE BY DESCRIPTION APPROV. BY E REVISIONS c : Town of Southold Suffolk County, New York c.: CNJ7650 Nassau Point Road Cutchogue, New York CL NEW,,,, FOUNDATION LOCATION GRAPHIC SCALE 1p�P t. Sj�<<��* L. K. McLEAN ASSOCIATES, P.C. * w CONSULTING ENGINEERS & LAND SURVEYORS 30 0 15 30 so 120 1 hereby certify that this map was made from an actual survey i 8 ~' 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK SUFFOLK COUNTY REAL PROPERTY TAX MAP completed y me o DISTRICT 1000 Designed By:J.L./J.P.L. _ b n 04/11/2 4. .., � �' �� Scale: 1" 30' Sheet No. SECTION 118.00 l/ BLOCK 118.0 IN FEET r'jlyt�6: , Q50528 LOT 004.001 � � � cC � Drawn By: D.M. Date: 04/15/2024 1 1 inch = 30 ft. TAMARA L. STILLMAN, P.L.S. LAND 1 P1\21188.000 7650 Nassau Point Rood\Survey Dept\Draw1ngs\21188,000 As-built FoundO4-11-2024.dwg 411512024 10,09 AM Tamara Stillman NYSPLS No. 50528 Approved By: T.L.S. File No. 21188.000 I FINALAS-BUILT SURVEY OF LOT 125 A ' PART OF LOT 126 ON THE FENDED MAP A OF qt I SAU POINT LOT 126 i 1922 MAP NO. 156 N/F 1 •� � 1 FILED A •�iJST 16, ZIP ZAP 1 LLC -. SITUATE AT y x CUTCHOGUE Mal N 80•43'23- E TOWI _0F SOUTHOLD a , PAS r So9,64r , EMD SUFFOLiOLJN't'Y, NEW YORK ass 4'POST AHD Vr n E rr rs� <,�,. APPRDX. LOT LINE s• ► R£Fcnc£ V1�u�Tnsm 3 �•1, ` �~~ ``_— , 34•� � x = � 724E SQ.FT. OR 1.118E ACRES /� 14' _ xSU w x P4"Da O 1 l AREA OF PARCEL , ^-{�� 20' 1 �,~_ ®�� r-,_�`hr�®`\ r t` VDOD VALL nrxl�st up. ( .. * y, 2�' l8' \ 4 1 J \� . \ .;:Y R -1577 RIN=1622 E, t67 1 BRA1NAbr%",t • ;�._r \� —r• ~ - 'r x64 STRICTWPES �x �� - � xt7 ry is6i NOTES ; J B'DIA y x� rrS££NOT£ �, W ,A/C l37 g D1A 4'Dip O'�C•\.S�'.�� x 17.7 1. MEASUREMENTS ARE 1N ACC AAdCP WITf!U.S STANDARDS. te6 POND ' 12 .�1x 1� �� xttr Ci P9� -- tj pL SLATE VAL �G STONE DR1V£VAY 171 q 2. BEARINGS SHOWN ARE INN !K ORKSTATEPLANECOORDINATESYSTEMNAD1983,LONGISMD t� 1P 171 ZONE. 18' CANTILEVER VIM B/B CWPB x V 11�1A A ! 3. ELEVATIONS REFERENCE NAM 1988. xxs iP' 7E4'x9a xttl w A9• (v..y 6' 1 (v 10' U1G VATER LINE I ►�l CLUSTER 4. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP BEARING A LICENSED LAND SURVEYOR'S tue y z l'U 1 er t7�xtX9 SEAL/S A VIOLATION OF SECTION 7209,SUBDIVISION 2,OF THE NEW YORK STATE EDUCATION►(LAW as�1� � e �� .� � 1� ` y 16' .1' Q7' L E` •n 6- Z 5. ONLY COMES FROM THE ORIGINAL OF THIS SURVEY MARKED WITH AN ORIGINAL OF THE LANO CIIPOND / D 2 STORY '1� ti/ i.y I SURVEYOR'S EMBOSSED"OR"INKED'SEAL SHALL BE CONSIDERED TO BE VAUD TRUE COME'& X1P1 x FRAME " x xt7.t Q 6. CERTIFICATIONS INDICATEDHEREON SIGNIFYTHATTHIS SURVEY WAS PREPARED INACCOROANCE �� xa7 1as IUD �ti r �� ---- � WITH THE EXISTING CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED BY THENEW YORK STATE �\�' DWELLING T 1 p I BRrcx v_ALTf-- x9 RIDGE EL,44,9 \ t?_ a� �# — +.� ASSOCIATION OF PROFESSIONAL LAND SURVEYORS, SAID CERTIFICATIONS SHALL RUN ONLY TO THE c T' L9 % tP t,sx—V PERSON FOR VA40M THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE TITLE COMPANY, a t �, Sb� ¢ GOVERNMENTAL AGENCYAND LENDING INSTITUTION LISTED HEREON AND TO THEASSIGNEE•S OF THE .� JP / RT` }f Q►�s \ i NE'VSEP7 p�ER LENDING INSTITUTION. CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL INSTITUTIONS OR 2� ti led' 6r ""SYSUN x,7• 34.OA y SueSEQUENITOWNERS. ,� ac xAa xtes tS7x :? 7 PORRCH 3 `4 � � 6. VENT IZ IZ 7. RIGHTS-OF-WAYNOT SHOWN ARE NOT CERTIFIED. FlIJ1'CL£AN CLUSTER 1l'4'VAT£R TAW U ( 8. THE SURVEY CLOSES MATHEMATICALLY. x" D 1" Jae 4 1R4' Ise xtae x►E9 ?c w xt6.9 , 6 x9! e 1 9. UNDERGROUND U77LMES IF SHOWN ON TH1S SURVEYARE FROM UTILITY AIARKOUT'LOCATEO ON THE ' r�� CLUSTER GROUND ANDA3R RECORD PLANS.BEFOREANYEXCAVATION IS TO BEGIN,ALL UNDERGROUND xJas lap ie®i �� wC cos Lam, U/G 1 UTILMES SHOULD BE VERIFIED AS TO THEIR LOCATION,SIZE AND TYPE BY THE RESPECTIVE UTILITY rp MA xtrs (� x1s4 �,.� ti PROPS 17.9 a•lss COMPANIES. R! W OAK TAW X9 x xt7.4 roar x 4'POST AND V1RE fEIYC£ xlaa xta4 xtts xtts7 161 a4K � 'pasrAND VIR � x 8'PINE 1x9 10.THIS SURVEY WAS MADE WITHOUT THE BENEFIT OFA TITLE REPORT.SUBJECT TO ANY EASEAOSM, 11ON na v V_ Y- Y x 3c X— X X x X x- X X X•-�--• X X x— X ¢Lrc..r/4S "�"► CONDITIONS OR ENCUMBRANCES AN UPDATED TITLE SEARGH MAY REVFAL MW S 76.24'43' V 410.001 Nov f,136 11. FLOOD ZONEX FLOOD INSURANCE MAP NUMBER 38103CO502H,PANEL 502 OF 1028,EFFECTI& 091252009. P/D LDT 124 P/17 LOT 124 LP I" x is t I G 12.GOLDFISH POND ROAD LOCATION IS APPROXIMATE AND WAS TAKEN FROM AMENDED MAPA OF NASSAU POINT AND REFERENCE SURVEY OF LOT#125 AND PART OF LOT 9126 BYJOHN C.EHLERS N/F 1 N/F 1 LAND SURVEYOR,LAST DATED 09R?3 WZ ROAD IS NOT OPEN. STELLAS POINTE LLC 1 MENAKER TRUST 1 0 XNDTEI NEW SEPTIC SYSTEM 1 700 GAL, FUJI CLEAN I/A D W TS UNIT ti 2-8'DIA. 8'DEEEP LEACHING POOLS A I B L , I 1 54' 27' LEGEND I I 2 55' 29' - --• •••••••••• • GUY WIRE 1 i 3 56' 31' 1 -CO- • •••••••••• •UTILITY POLE 1 4 59' 38' © • •••••••••• •ELECTRIC METER ¢►145-5 5 561 56 may• •••••••••• •FIRE HYDRANT 6 40 46 @ • •••••••••• •WATER METER I KNOTS, 5 (FIVE) DRAINAGE STRUCTURES ® . .......... .WELL I 10'DIA., 4' DEEP EACH 7�t . .......... .LAMP POST E _C . .......... .MAILBOX r 1 16' 31' Pl . .......... .TREE STUMP LANE: 2 26' 23' -CONIFEROUS TREE �FARUTArRR L 3 34' 16 I C • •••••.••.• DECIDUOUS TREE 51 53' 22' FF EL.• •••••••••• •FIRST FLOOR ELEVATION I I XNOTEI 1 (ENE) DRAINAGE STRUCTURE x16,8 • '••••••••• •SPOT ELEVATION EXIST. LOT COVERAGE CALCULATION B'DIA,, 8 DEEP EACH EP . .......... .EDGE OF PAVEMENT °: = ,`...I° t =i ' `�' C;£- • : Y " =�'`� OF I�'IEAI_TH SERVICES U/G . .......... .UNDER GROUND HOUSE — 2,468 SQ.FT. �r ., )°�'t' I �.'l�';`. %(Ic i�I� '�.l�i�I`�i FOR SHED = 80 SQ.FT. QS . ..... ..... .SANITARY MANHOLE DECK = 920 SQ.FT. °u 4%I3 f f_ � �Aa7. `L 3' RESIDEt,1�E 6 12 30 ® REGULAT DRAIN INLET GAZEBO = 90 SQ.FT. • "'..••..• " POOL = 900 SQ.FT. g k r 10/3/25 f.r c r;t., . ' R-22-0989 09/912025 T.L.S. Driveway completed per photo supplied by contractor T.L.S. • •••••••••• •GAS METER SLATE PATIO = 952 SQ.FT. ' °STEPS = 110 SQ.FT. DATE BY DESCRIPTION AI'pROV. BY BIB • •••••••••• •BELGIUM BLOCK R/O PL. = 43 SQ.FT. SLATE PORCH = 36 SQ.FT. .� _' ., ' " 'f ;!iz e^ <:, t`=» h' ' 'icn i rn- REVISIONS RID . .....••••• •RDIJF OVERHANG - f f :. CHIMNEY = 8 SQ.FT. d.. rtC, < .;, `. ,. ^ . r; ^> �' ;,i�';;"' I)�;i' '' '' k i �. ( .:. cr ((`r7(�r1 vv-�� r f17~ I` ,i (I (; Town of Southold / < - .fi , E' rt ! P r�.r a;pg lxn Cl� 6 I._t,..:tif, 11v17 v��. II} II WW • ••••.•••.• • WINDOW WELL TOTAL = 5,607 SQ.FT. 11.5%<20% ,: g, g f 7 .t5 I e � Suffolk County, New York QD • •••••••••• •DRAINAGE MANHOLE II �'� ► 7650 Nassau Point Road Cutcho ue New York 1�Of NEW Final As—Built Survey s1/<<�� L. K. McLEAN ASSOCIATES, P.C. GRAPHIC SCALE CONSULTING ENGINEERS & LAND SURVEYORS SUFFOLK CAUNTYREAL PROPERTY TAX MAP 30 0 15 30 60 120 1 1 hereby certify that this map was made from an actual survey a"� 437 SO. COUNTRY ROAD, BROOKHAVEN, NEW YORK completed by me on O&V&2025. DISTRICT 1000 Designed By: S.C. Scale: 1"= 30' SECTION 118.00 Sheet No. BLOCK 03.00 IN FEET d Yu0/1a- � � �� 05o52Q �� q ( ) Drawn By: D.M. Date: 08/13/2025 004 001 1 LOT i inch = 30 ft. TAMARA L.STILLMAN,P.L.S. � A PA018a=765D Nassau Paht Road\$wvry Npt\Dra*fts1211SAW0 Abal As-Bt,Rtc/wp 9/111M5 146 PH Tamra StNtRa" NYSPLS No. 50528 - Approved By: T.L.S. File No. 21188.000 1 I Generated by REScheck-Web Software Compliance Certificate Project 7650 Nassau Point Road Energy Code: 2018 IECC Location: Cutchogue, New York Construction Type: Single-family Project Type: New Construction Conditioned Floor Area: 3,693 ft2 Glazing Area 21% Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 7650 Nassau Point Road Cutchogue, NY 11935 • • • UA trade-off Compliance: 0.3%Better Than Code Maximum UA: 701 Your UA: 699 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. Slab-on-grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab-on-grade assembly in the specified climate zone must meet the minimum-energy code insulation R-value and depth requirements. Envelope Assemblies Gross Area Cavity Cont. Prop. Req. Prop. Req. Perimeter Hotroof Ceiling:Cathedral Ceiling 1,670 30.0 0.0 0.034 0.026 57 43 Vaulted Ceiling: Cathedral Ceiling 1,020 30.0 0.0 0.034 0.026 35 27 Above Grade Walls:Wood Frame, 16" o.c. 4,475 21.0 0.0 0.057 0.060 199 209 Front Door:Solid Door(under 50%glazing) 27 0.200 0.320 5 9 Side Door:Solid Door(under 50%glazing) 24 0.200 0.320 5 8 Above Grade Windows:Wood Frame 933 0.320 0.320 299 299 SHGC: 0.40 Floor Above Basement:All-Wood Joist/Truss 2,252 21.0 0.0 0.044 0.047 99 106 Compliance Statement: The proposed building design described here is consistent with the building plans, specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. naJ. 11/22/2023 Name-Title Signature Date Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Pagel of 9 REScheck Software Version : REScheck-Web Inspection Checklist Energy Code: 2018 IECC Requirements: 100.0%were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section Plans Verified Field Verified # Pre-Inspection/Plan Review Value value Complies? Comments/Assumptions & Req.ID 103.1, ;Construction drawings and ❑Complies Requirement will be met. 103.2 !documentation demonstrate �❑Does Not [PR1]1 ;energy code compliance for the !building envelope.Thermal ❑Not Observable ; !envelope represented on �❑Not Applicable construction documents. i 103.1, ;Construction drawings and E ;❑Complies ;Requirement will be met. 103.2, !documentation demonstrate ( �31:]Does Not 403.7 energy code compliance for [t ! [PR3]1 ;lighting and mechanical systems. '[]Not Observable ,8) !Systems serving multiple I ❑Not Applicable ! ;dwelling units must demonstrate ! !compliance with the IECC ; ,Commercial Provisions. ; ! 302.1, ;Heating and cooling equipment is; Heating: Heating: !❑Complies Requirement will be met. 403.7 sized per ACCA Manual S based Btu/hr Btu/hr v❑Does Not [PR2]2 ;on loads calculated per ACCA ! Manual or other methods ! Cooling: i Cooling: :, Not Observable ! U ] Btu/hr Btu/hr ; approved by the code official. ! ,❑Not Applicable , , Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 2 of 9 Section # Foundation Inspection Complies? Comments/Assumptions 6c Req.ID 303.2.1 �A protective covering is installed to ;❑Complies !Exception: Requirement is not applicable. [FO11]2 protect exposed exterior insulation ;❑Does Not land extends a minimum of 6 in. below ; ;grade. ,❑Not Observable I ❑Not Applicable 403.9 Snow-and ice-melting system controls;❑Complies ;Exception: Requirement is not applicable. [FO12]z installed. ❑Does Not ;❑Not Observable j ;❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact.(Tier 2) 3 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 3 of.9 Section plans Verified Field Verified # . Framing/Rough-in Inspection Complies? Comments/Assumptions &R®q.ID Value Value 402.1.1, ;Door U-factor. U- U'- ;[]Complies ;See the Envelope Assemblies 402.3.4 :❑Does Not table for values. [FRl]1 I J ;❑Not Observable ; !❑Not Applicable 402.1.1, Glazing U-factor(area-weighted U- U- ;❑Complies :See the Envelope Assemblies {average). { { :table for values. 402.3.1, e� g ) ,❑Does Not , 402.3.3, 402.5 { { ! ;❑Not Observable ; [FR2]1 I I❑Not Applicable ; 303.1.3 ;U-factors of fenestration products 3❑Complies :Requirement will be met. [FR4]1 i are determined in accordance j F❑Does Not with the NFRC test procedure or i 5 U p )❑Not Observable ;taken from the default table. { , i❑Not Applicable ; 402.4.1.1 ;Air barrier and thermal barrier ❑Complies ,Requirement will be met. [FR23]1 linstalled per manufacturer's "Al Does Not instructions. J i ]❑Nat Observable , y❑Not Applicable 402.4.3 Fenestration that is not site built j ❑Complies ;Requirement will be met. [FR20]1 i is listed and labeled as meeting ❑Does Not { IAAMA/WDMA/CSA 101/I.S.2/A440 ) { !or has infiltration rates per NFRC iElNot Observable { i 400 that do not exceed code .. - .,'❑Not Applicable ; limits. { 402.4.5 .:IC-rated recessed lighting fixtures' i }❑Complies ;Requirement will be met. [FR16]Z {sealed at housing/interior finish ]❑Does Not ;and labeled to indicate<_2.0 cfm leakage at 75 Pa. ❑Not Observable ❑Not Applicable I 403.3.1 !Supply and return ducts in attics " 10Complies (Requirement will be met. [FR12]1 !insulated >=R-8 where duct is I ❑Does Not 1>=3 inches in diameter and >= I CID) ❑Not Observable R-6 where <3 inches.Supply and return ducts in other portions of ❑Not Applicable ;the building insulated >= R-6 for :diameter>= 3 inches and R-4.2 ! ;for< 3 inches in diameter. s : 403.3.2 ;Ducts, air handlers and filter ;❑Complies (Requirement will be met. [FR13]1 !boxes are sealed with ❑Does Not ! Points/seams compliant liant with ! CO) Not Observable I {International Mechanical Code or Not I International Residential Code,as (❑Not Applicable applicable. , ! 403.3.5 !,Building cavities are not used as �^ JOComplies !Requirement will be met. [FR15]3 1 ducts or plenums. 3❑Does:Not 1❑Not Observable ❑Not Applicable 403.4 z i HVAC piping °Eton chilled fluids ; R- R- ;❑Complies Requirement will be met. above ,❑Does Not {below 55°F are insulated to zR- �J j3 I I :,[:]Not Observable ! I ;❑Not Applicable 403.4.1 ;Protection of insulation on HVAC ❑Complies !Requirement will be met. [FR24]1 !piping. ! ]ODoes Not f �❑Not Observable i ❑Not Applicable 403.5.3 ;Hot water pipes are insulated to R- ! R- !❑Complies :Requirement will be met. [FR18]2 I zR-3. ;❑Does Not ❑Not Observable ❑Not Applicable 1 I High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 4 of 9 Section Plans Verified field Verified # Framing/Rough-In'Inspection Value Value Complies? Comments/Assumptions &Re .I D 403.6 Automatic or gravity dampers are Elcomplies ;Requirement will be met. [FR19]2 !installed on all outdoor air f []Does Not intakes and exhausts. []Not Observable ; ;[]Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road 'Report date: 11/22/23 Data filename: Page 5 of 9 Section Plans Verified Field Verified # Insulation Inspection Value Value Complies? Comments/Assumptions & Req.ID 303.1 All installed insulation is labeled 4 ❑Complies ;Requirement will be met. [IN13]2 or the installed R-values Z ❑Does Not tJ provided. ; ! �❑Not Observable , R ;❑Not Applicable 402.1.1, ;Floor insulation R-value. ; R- ; R- ❑Complies ;See the Envelope Assemblies 402.2.6 ❑ Wood ;❑ Wood ;❑Does Not stable for values. [IN1]1 ` I❑ Steel ❑ Steel ;❑Not Observable U !❑Not Applicable 303.2, ,Floor insulation installed per '❑Complies ;Requirement will be met. 402.2.8 manufacturer's instructions and EIDoes Not [IN2]1 !in substantial contact with the S underside of the subfloor,or floor ❑Not Observable ; !framing cavity insulation is in ]❑Not Applicable ; !contact with the top side of 3 sheathing, or continuous !insulation is installed on the underside of floor framing and `! !extends from the bottom to the 313 ! !top of all perimeter floor framing t !members. 402.1.1, !Wall insulation R-value. If this is a: R- 1 R- !❑Complies ;See the Envelope Assemblies 402.2.5, I mass wall with at least 1/2 of the ❑ Wood ;❑ Wood ;❑Does Not !table for values. 402.2.E wall insulation on the wall ! ;exterior,the exterior insulation Mass Mass ��Not Observable [IN3]1 1 Irequirement applies(FR10). ;❑ Steel 1❑ Steel !❑Not Applicable ; i ! I t 303.2 ;Wall insulation is installed per .;[]Complies ;Requirement will be met. [IN4]1 manufacturer's instructions. ❑Does Not i ! E )'❑Not Observable ; i . ❑Not Applicable Additional Comments/Assumptions: 11 High Impact(Tier 1) 2 Medium Impact(Tier 2) 1 3 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 6 of 9 Section Plans Verified Field Verified # Final ingpection,.Provisions Value Value Complies? Comments/Assumptions &Req.ID 402.1.1, ;Ceiling insulation R.-value. R- R- ;❑Complies ;See the Envelope Assemblies 402.2.1, ( ;❑ Wood ,❑ Wood ;❑Does Not stab/e for values. 402.2.2, I❑ Steel I❑ Steel I❑Not Observable ' 402.2.6 1 1 [FI1]1 ;❑Not Applicable 1 1 7 1 1 I 1 7 1 i I I 1 f 1 1 1 I I 303.1.1.1,;Ceiling insulation installed per i '❑Complies Requirement will be met. 303.2 ;manufacturer's instructions. ;❑Does Not ' [FI2]1 !Blown insulation marked every j I 3❑Not Observable ; 1300 ft2. '[]Not Applicable 402.2.3 ;Vented attics with air permeable S}❑Complies ;Requirement will be met. [F122]2 ;insulation include baffle adjacent 4❑Does Not I to soffit and eave vents that i extends over insulation. ❑Not Observable I ❑Not Applicable ; 402.2.4 ;Attic access hatch and door 1 R- ; R- ;❑Complies ;Requirement will be met. (17I3]1 insulation aR-value of the ❑Does Not ,adjacent assembly. ' I❑Not Observable ; p ,❑Not Applicable 402.4.1.2 i Blower door test @ 56 Pa. <=5 ; ACH 50= 1 ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 I ach in Climate Zones 1-2, and IF-]Does Not <=3 ach in Climate Zones 3-8. ,❑Not Observable , ❑Not Applicable 403.3.3 I Ducts are pressure tested to cfm/100 cfm/100 I❑Complies ;Requirement will be met. [17I27]1 !determine air leakage with ft2 i ft2 :❑Does Not either: Rough-in test:Total leakage measured with a ❑Not Observable !'pressure differential of 0.1 inch :❑Not Applicable w.g.across the system including ;the manufacturer's air handler enclosure if installed at time of I Itest. Postconstruction test:Total 4 ;leakage measured with a ' 1 1 1 I ;pressure differential of 0.1 inch I I I w.g. across the entire system I i 1 'including the manufacturer's air I ;handler enclosure. I I I I 403.3.4 1 Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies Requirement will be met. (FI4]1 1 cfm/100 ft2 across the system or ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air I ![:]Not Observable handler @ 25 Pa. For rough-in I I 1 !tests,verification may need to I I I❑Not Applicable occur during Framing Inspection. I I 403.3.2.1 ;Air handler leakage designated ❑Complies ;:Requirement will be met. [FI24]1 by manufacturer at<=2%of (❑Does Not I design air flow. j❑Not Observable I ❑Not Applicable 403.1.1 Programmable thermostats 1EIComplies ;,Requirement will be met. [FI9]2 I installed for control of primary ❑Does Not heating and cooling systems and ' I initially set by manufacturer to ❑Not Observable !code specifications. ;❑Not Applicable , 403.1.2 ;Heat pump thermostat installed 7❑Complies !Exception: Requirement is {FI1012 on heat pumps. . - ❑Does Not !not applicable. 4 I j❑Not.Observable ; )❑Not Applicable 403.5.1 Circulating service hot water i❑Complies ;Requirement will be met. (FI11]2 ;systems have automatic or ❑Doe"s Not ;accessible manual controls. P 1EINot Observable I I . , 'j❑Not Applicable 11 High Impact(Tier 1) 12 Medium Impact(Tier 2) 13 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 7 of 9 Section Plans Verified Field Verified # Final Inspection Provisions " Complies? Comments/Assumptions & Req.ID Value Value. 403.6.1 !All mechanical ventilation system ;❑Complies ,Requirement will be met. [F[25]2 fans not part of tested and listed ❑Does Not , HVAC equipment meet efficacy ; ; I and air flow limits per Table ❑Not Observable , R403.6.1. ❑Not Applicable 403.2 ;Hot water boilers supplying heat ❑Complies ;Requirement.will be met. [F126]2 ;through one-or two-pipe heating i❑Does Not systems have outdoor setback # ; S control to lower boiler water ❑Not Observable !temperature based on outdoor ❑Not Applicable ; temperature. 403.5.1.1 !Heated water circulation systems�: , ' ❑Complies ;Requirement will be met. [FI28]2 !have a circulation pump.The ❑Does Not !system return pipe is a dedicated return pipe or a cold water supply, �❑Not Observable pipe. Gravity and thermos- " ❑Not Applicable ;syphon circulation systems are }'not present. Controls for t ; circulating hot water system !,for start the pump with signal 'for hot water demand within the !occupancy. Controls ' I automatically turn off the pump a when water is in circulation loop ; is at set-point temperature and j no demand for hot water exists. 403.5.1.2 !Electric heat trace systems ; '[]Complies ;Exception: Requirement is [F129]2 !comply with IEEE 515.1 or UL }❑Does Not ;not applicable. 515. Controls automatically ❑Not Observable adjust the energy input to the # , heat tracing to maintain the 4 ,❑Not Applicable ;desired water-temperature in the j - piping. # 3 I 403.5.2 ;Demand recirculation water i ❑Complies :Requirement will be met. [F130]2 systems have controls that I❑Does Not !manage operation of the pump € Not Observable jand limit the temperature of the ❑ !water entering the cold water �❑Not Applicable j piping to <= 1049F. 403.5.4 !Drain water heat recovery units !' i❑Complies !Exception: Requirement is [FI31]2 ;tested in accordance with CSA "❑Does Not not applicable. 1355.1. Potable water-side ' ;pressure loss of drain water heat ' []Not Observable j ;recovery units< 3 psi for 3❑Not Applicable ;individual units connected to one I j or two showers. Potable water- ; I ;side pressure loss of drain water !heat recovery units < 2 psi for ;individual units connected to ,three or more showers. € S , 404.1 !90%or more of permanent 0 �❑Complies 'Requirement will be met. [F16I1 !fixtures have high efficacy lamps. '❑Does Not ;❑Not Observable j ❑Not Applicable 404.1.1 Fuel gas lighting systems have ❑Complies ;Requirement will be met. [F[23]3 j no continuous pilot light. € I❑Does Not l C❑Not Observable ❑Not Applicable 401.3 Compliance certificate posted. 10complies ;Requirement will be met. [FI7]2 [ ❑Does Not ;❑Not Observable ❑Not Applicable 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 1 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 8 of 9 Section Plans Verified Field Verified # Final Inspection Provisions Value Value Complies? Comments/Assumptions & Reg.ID 303.3 Manufacturer manuals for ,❑Complies ;Requirement will be met. [FI18]3 :mechanical and water heating �❑Does Not ;systems have been provided. i �❑Not Observable ; t. 3❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2 Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: 7650 Nassau Point Road Report date: 11/22/23 Data filename: Page 9 of 9 2018 IECC Energy Efficiency Certificate Above-Grade Wall 21.00 Below-Grade Wall 0.00 Floor 21.00 Ceiling /Roof 30.00 Ductwork (unconditioned spaces): Door Rating U-Factor SHGC Window 0.32 0.40 Door 0.20 Cooling.Heating & Heating System: Cooling System• Water Heater• Name• Date• Comments �6a APPROVED AS NOTED DA -��2 B.P.N 503A0 FE3�� b e� � COMPLY WITH ALL CODES CODES NEW YORK STATE&TO NOTIFY BUILDING DEPARTMENT AT REQUI D AND CONDITIONS OF 631-765-1802 8AM TO 4PM FOR THE FOLLOWING INSPECTIONS. FOUNDATION-TWO REQUIRED FOR POURED CONCRETE ILY.S 0 ROUGH-FRAMING&PLUMBING 1K INSULATION 'Zj -a a- og89 �Ip rev I5� fo-I I-23 FINAL.CONSTRUCTION MUST BE COMPLETE FOR C.O. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE CODES OF NEW PLUMBER CERTIFICATION YORK STATE. NOT RESPONSIBLE FOR ON LEAD CONTENT BEFORE DESIGN OR CONSTRUCTION ERRORS CERTIFICATE OF OCCUPANCY SOLDER USED IN WATER DO-NOTRROCEED WITH SUPPLY SYSTEM CANNOT FRAMING UNTIL SURVEY EXCEED 2/10 OF 1% LEAD. OF FOUNDATION LOCATION HAS BEEN APPROVED. PLUMBING ALL.PLUMBING WASTE &WATER LINES NEED TRUSS PLACARDING REQUIRED TESTING BEFORE COVERING ELECTRICAL eparation Ere 8 INSPECTION REQ IRED required as per Code All exterior lighting Installed,replaced or repaired shall conform to Chapter 172 Blower door of the Town Code and ductwork - testing required. RETAIN STORM WATER RUNOFF Must provide Manuals PURSUANT TO CHAPTER 236 D,J and S as per OF THE TOWN CODE NYS Energy Code KEYED NOTES FOR PERMIT DRAWING USeavz— BARBA ARCHITECTURAL - DESIGN , PLLC C - -- - - - STACK RESIDENCE Z 0 MECHANICAL DESIGN: F HOME ENERGY SOLUTIONS 4 �765o NASSAU POINT ROAD CUTCHOGUE NY 11935 87 UNTINTMAIN NY STREET Z HUNTING 63 6611 743 - — (631)673�O66d V LANDSCAPE ARCHITECT: Z GRANT WELLMAN DESIGN C 1253 EAGLE RD m WEST CH 25 19382 (613)318-2 318-2 525 SURVEY McLEANaASSOCIAARY EATES 2 RO S COUNTRY ROAD BROOK HAVEN,286-NY 11719 V (631)286-8668 GENERAL CONTRACTOR: COASTAL MANAGEMENT LLC. 26 OLD RIVERHEAD ROAD, r WESTHA 97E (631) BEACH,NY 11 16311288-1226 ISSUES/REVISIONS scRIPITON i DATF No. tiSUED FOR BUILDMG PERMIT u/a8/: w ERMT COMMENTSREV-� adow 0 c New Construction Stack �p )I oila" ti Residence 765o Nassau Point Road Cutchogue,NY 11935 BARBA .r �D ARCHITECTURAL PO BOX 9o.BLUE POINT,NY o7g BARDARH.COM TE1,16y)56o-79o8 wba.ba@bardarch— UNAUTHORQED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATX)N OF NEW YORK STATE LAW. JOB No. 2133 DATE 12/1421 DRAWN BY BB SCALE AS NOTED a DRAWING TITLE ETITLE SHEET g T 1 I l {� f KEYED NOTIFIES: R p NOTICE OF UTILIZATION OF TRUSS TYPE ROOM REQUIREMENTS(R303 THROUGH R305) awrwNet[tm IaxnmrPEuwusrRx Eo r°fN TaexEwN[EPowou cmnwoxHxEs wnNxrsuo c 5am eronNowYzEa s ox xoxtwErwNT NmaoesrEw Erxy mosna xRLe mrr[c,S,n nse mTHwasa[muxo r I. Ero>ma ma.rwNP,EnaEnxarPwnoxRcw wxcn sxFew eoEf wauRLP Ncntu PaRowrwmrcn soENeE s6[cronomN normtrs w.TEmte esmrwnuo,x.Ea2a.. = aats„o[am,aa imu nrNEa SEPaa orfNamruaccaYu wru[aa sTnHownnE,-ae EvvnPEa exam wRrNSNunoN cswne CONSTRUCTION,PRE-ENGINEERED D WOE u.,xc an u v u III. u a ss ,a,sP vm n,ss PLUMBING RISER LEGEND CONSTRUCTION AND/OR TIMBER sNowx ro ee aenwea oa wxEaE uttEo ro eE aEmurE°. mxw,moR nwren,u.saE.rxsuunax wxo mxxv noxs u.E ro ca,Ftr w.rx svREwo w„a sno.e-aevvLPm waEx wn rxsuunoN sxwtt e[w wcmRawxrE wnx CONSTRUCTIONANMWff N RESIDENTIAL STRUCTURES. rmcNr_x>wurxc nssi ,.c ,,,ss as,. smss ssa taass a. wu P¢rcu.iweaunou wxv mxsrauenax woau sxut eE muoucreow sEcnoNS Essay wua omr. smnoxs asovvav TxaeucN asea.vns (W ACCOiOANCE YJfTHTTRE I9 NYOTR PARI'7285) a•a azi vs+ ,o si 1IN NEw VENT wvuc u Pron,E POr—M. amid.mPEs wNa onwNAvu3 smnoxo or > - naEwOtE nva,e0.wxc Nsiwuea wnWN rtOwiVrE,uuO n • uEw swnwaY vrvruG _ _ SONS ITS OF CIRCLING E EXISTENCE INDATEI WITH CONSTRUCTION SHALL s rwLE unrrwnous,wP waacvr awnNcs wnEroconvtr wrm cvuxc wnEneu¢.wwu wssuau¢ µw[mnnxnwc snore CONSISTS NDSMA CIRCLE REFLECTIVE EFLEC IVEW WHITE INC COLOR WDTRHE CLEAN OF 1?r.THE SIGN wwTEe tsos .,mro amaEun ma ox mF or xrs Ppaa oES Nor rauarLEEo rso wlmaE rrsrm ru wccoavwuce v-'rm wwn E.+ SHALL BWNOECTIVELL RED IN COLOR. AONFORMI GT PANTO E AND ENB nEv,wuwu.m I,OF Nrs xia.o t SHALL BE REFLECTIVE RFD IN COLOR CONFORMING TO PANfODO WITCHING oFl,Prmamo .. r us: SYSTEM(PMS)8187.WHERE ASIGN IS DIRECTLY APPLIED TO ADOOR OR SDEUGNT, ,srxn Howm IF—aoPO muasm ElEcra,w.waaxcrsro mnvtr wnxrweus Esawa(0 a vna wHEaE sua nwTEwwrs was wsru.sEawmNcew�vsv,.LEs.rHe R MAYBE A PERMANENT NONLFAD0IG STICKEROR OECM.SIGNSNOT DNECTLV s vwxv¢sz.ueEVEroanea.wwwnue.ro aau:xlmi> APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER I EwuN wnu .a6aae evrcEs wxa uexnx4 nasva¢wuromnPtr w,rH uuPrm>•. RESISTANT MATERIAL ❑ PE VEgwaEneurs sxutwvvtr. , muwwma vENEmwno THvovex wruarue srrzueruuwt mnvoxExrs uxexvosm suaiwrc or TxE THE CONSTRUCTION TYPE �„„� vwroav ' r rvwv s •t p..w[a OF rHE FaoFEary u,o PaEnS¢ nFtY wnHztenoxom.us _ _ DESIGNATION SHALL BE �J >a. wxcnz. a x,rxnr rsumsvawv 6'0A. T-[1-,911•,-W ORV TO n owu ax txE oaww,ucs Txe vu RSUiCDVE RED WOICATE THE CONSTRUCTION —01 sHwu[xm m nmwaEOTro r.En,xE sno.F-aes co woor of w E x E,s r,xE w _ PAnow(PLS)N6T CLASSIFICATION OF THE tewRe rorH ovrawass wue o T. vrHoarrr Hwµc�u �cTrou rHE mxmwLron sru eruu Rma urE�fasmslxw wxlµ �aunEs.r�suv0.vir¢w�wsre wNu'm+c wv�xc�.uWo aetnr[°nrxs ac a w UCTURE UNDER SECTION l or woaa wu rosswwaveo sxu.t mrxe a¢voudduw maYoixa[wN'nuera0.s_ru Et[LrcrCu mvrvMrcursNwum ;. rlri �THE 3 v aca waus uEEo um ae oveuwet[wx[aE rNE oveu 5N0r wVH SE(nlOx Pass _ RED eYsmnoN 0.aaax°w WrbtE-NdSe HE[NwurGtuL ' s oTO SHIN wu Emnxe muomoNs,Non z-111 Hut rxevsuesmvr-11 e wa vv rrwct¢wxo ucHnxe tounoNs ws aFOwREo of RryennnnNL • wrrm nmw seR¢N oarwann um 9 a nau sYsrcnrslrnT,0— LI-IN wwnH SEiT,oN nvws.0 u wuP snoaE-PevEmvm urns of b�__-- 01E oirxE woar wua xoniY wacxnper u o TEsrePwncmao.wce wrm uxrumsvaa. S IDENTIFYING THEPa� rsAlPaonae wu ,rmsE TEsrevww wxrt wmr rw>um s,vu.vaei DESIGNATION FOR SfRU fRUCM1N SHALL COFLS6TS y a ro rvOremrHE uxureaeo waEws rRonwm ruE nmwaEnrs+rs Oiseanous COMPONENTS THAT LIRE OF TRUSS OF A CIRCLE Ir IN DIAMETER.WITH u. A STROKE WIDTH OF Ur.THE SIGN on wwus waE oveu,aR wu cuuOseP oxtr er nwar s. E naEa mosE-iru TYPE CONSTRUCTION aa. cir oa wv cir a¢bxwrm aacurrs vmwuP vu°ea BACJ(GROUND SHALL BE wzEm scnEExruG. Rn ovEro Ex aErowEwrHca ov THva nu,Nmmnerxovs of sorvaa cEtx.,,ew,,e wrtx cvse as cca.vwars rasa uuP s+w.ew+vwuxEor mev wip6Twua�smununu.tvl. yaw vs wwP msvRE THwrwu EaTEwaa svuf lrusuunxe w.TEnrwt sxwu eE ueww.r ueEtm wweeoaawuLE wml east va F FLOORFMRWG.WCLUDMG REFIECCTiVE WHITE COLOR THE GIRDERS AND BEAMS CK1E AND COMENT5 SHALL BE w�u1. (so Pwlaru wvoRawxcE u Na FAIL 1o.THEFt NM4. irxrua¢waE a,,rzPwasuwwvvuunON. n nwr0wwr zuxsrw++maox REFLECTIVE RED N CouCK wTrx sEcna xv a rrrcaAIA°wEu,xcuwrsww.eErvRot,�wxN wxOErrwrse rNnau�oa umril rvwucEs orruwiwcruam wxo ruts.uavexrav NEw�cns wOF——a,,wu,r FLY.Nm S R RO�FM60NG CONFORMING TO PANTINtE ' v> r - MATCHING SYSTEM(PMS)•187. nECH•wrutvEununax wwccomwxcE wrrx sEcnaN nawsw.(asos+l t m� ciundxc ANN cws rusEasoawu awxc a,. cvEununox.wa E,rcn,w.muNErnous wa wu r. Foy aunt+.awwwur aua sxwu ee nwoE IN.v<oap,rrre 4R•FLOORANO ROOF FRAMWO WHEREA SIGN IS DIRECTLY rav v oan ra APPLIED TOA DOOR OR SIDELIGHT, cevurYye rwN amuraEVEwrs u,P THE amuraEnmrsmm�N . .m�Edyr xc sxwu ee RMAYBEAPERMAI_NT v oarEa Exxn REa oYzuvr wuneruc __ mxcewteP 0RUY.—. NONFADING STICKEROR DECALool� rm s/srE aTo ae wvevcuvEur oiwu omEa Eb,wus+srsrr.•es u vfsswuae rusvurEo. naE ewawea een+EEN stow¢.wNP e[TwEmw rovsroar SIGNS NOTDIRECTLV APPLIED TO rmxveY TH[no�lvaE wuo I FRapuers or mnousnoN mrHE ovrsmE OF— vmwlms LvovF,oa eou„v S to wurrHruc of PLEAg TAKE NOTICETHAT THE / a waY ro rHEv wxsrnucnou of mE waan s mvatwlmrN oc+uvnsvwrts sHwtt eEruzuuTm. ,. sxwtt eE vaONTPepww000 rawnm mNSrnumwuwTr¢iotmwruc (CIECKALLTHAT APTLY). SHALL BE STRDYSNONF�OAORO, rraw¢s nEunm ru 2 mP.nsxwu mrr¢Purr or rnE murewerparo NonwTxE - NO as zxut oarux ut vear vrs wxp vwrwu cE¢amuraEP n WEATHER RESISTANT MATERIAL sEcnou vsw.sa wxP rHE Nae u,r€awnucrs vr. °nETxops of mxsrauenox a a m tens aE ro mnv v wrm n,wvrEa ua crbvrEn ^ . ^ ®NEW RESIDENTIAL STRUCTURE aex r ea nEv.as xuTEasp(sasD wa.•.aru,cE REoucnpNs svEZEmrou caa fsasl w+TNE rE,u cult'srmozniEvels.as�civaam ❑ADDITION TO EXISTING RESIDENTIAL STRUCMRE tte(t Nfsos.a.� a• - N r. axe srsrEn nw r�m�uEwrzarIFwIF—un 1wisrNer.Y, d wurwr wrEnvw¢um Er�Ewxe va iEEr(BwsnM bmrwbvegtnuotou:tiA?nuir rtans FDe Ox[-axo TwoiAurtY I- eP eY uu eerwrFx muculr•:a Neaneu.wuP xoarzoueu ❑REHABILITATION TO EXISTING RESIDENTIALSTRUCTIRE :Nrzw!s Z oas.wo nwrewu suwuEa.w wvwnox To rxE cmEau w oNwsEcniraex cs wua rmcrw,uues. ipre ioee O ca,ov Ow,Mra,a>H°a1e Rc rodE pEucueP rx 0, wrrNE rov,wP mn of _ Rani upn)wvwe nwvEwwrs waE ro mnvcr wrtx sEenou Hwm conw.v wvmsEcnou an TO BE CONSTRUCTED OR PERFOR6EDATTIESUBJECT zxAVSTEo ■ v. um eEEu aeruxm wa mNsraucnox wpnwmawnox oa m(+aA SrnucTus awt nEaeEns^aEumra eEwuvrxm mrxsrwuwnou of ews a uosE°svwr<z uuPEasruRss PROPERTY REFERENCED TO THE LOWER ROiRWBL w ,os(sml.vrvuc rxsrwtunoNrsromnvtr VfR�(CIECKEACHAPPLICABLELME): urle.ln iCO iimiraruttm w.ssmacmtin:,ws I ssf+a•luxresw vr¢waexmwccenwer.Ewwr�naawxce wmisEcnox 11 wrrx c(KKt ❑ exlmrn+-rase'u.-irawaf ana,aaratl7asoA, F zs E� wrxa` mxrawcroaaREc cx+H mAuw°c�vul� oar v. cus vrvrx rs uorm ae vseo wzw eaauxwxe wuoucroa wa nECTacwxo mxraor. BEamwamdro wNEEr rxE.tnn Easw TRUSS TYPE CONSTRUCTION(TT) Aoa^rs 3nzrmdaentmiotlmixsnw,a aamEcrsx.,,ummnEsroNv^•.waTHE VEaiownwucE of mE woar oc ruE c ro TEsrm u eEvtwue.zEE secr+ou woe> ®PRE.ENGWEERED WOW CONSTRUCTIONTIN) as xoa sHut HErsNe uuwawwTEE rxE a 6 r f+aal wa woo°mown xor¢of mnvu wtE as f+a•va)REiEa m i' wnrxiY ow 46 aEQua[O wr me a, eEP lu rna nxu.. w it v„r. waEromavawamwwcmaP,w¢w,m semwxs cacao poh au ax¢ay.rtv,,. ❑ TIMBER CONSTRUCTION(IC) Zw µusrwi4lO5eprtoitrNE mrrsrau aN¢� vv dr ufp i1� vndN45ro0E rr5r^I..Eo rN wfldaau,C[wrtx sEen°x rlrCOxxY5r0 NEitpw LrrtwrsN SVLn J as murnweroa oa wmoxmwcroa oa,ECTS To-HE e,tsaw4rEa of Txe erurs ue.wuP umcwue w�ro mwwuaaa•w¢wrtx vaaa>a. rM(ssnn)N°MIMM.—ea IN THE FOLLOWING LOCATIONIS)(Q CK ALLAPPOCABL4 Z A SHwu NOnH TxE waG4TELs vwoa ro mxnxuwnox of THE WOwt a Nsr PNYyut Oww•eEwNo m=ON 6To e[w wLrgao weE d e0z ofNON(z-n nM xanrxu wMeEa wTM evorEN"P C u srauOnox aoaw[Hrs.wo wu coFrwcrrrs murwrxm HEmxwaE THE _ _ FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) ❑ FANY—FLNewrK. Faso,..µEnaz2s wxuwz nvES YTNaavcH>w°nuLS oa iwuFao rtawwus c xur(u3 nM wooer smxcTuau.v,wErs wml a> ALL —0 To«Em wxa caw xmmusmw EmrvE.Y.vrrE vmErawnous+Hamcx wuuownoN wwus wvE ro eE s.EivEnx cH(u.,nnl w000 srcucwawt FwN[rs. O ROOF FRAMING(rt) wFFtuNe¢5,4u eE su uEo eY THe w„TnwLrO aroaixE OWNEa tutu wwnne No o. CwvEis°i>r,ucx(ua wq vwanueeowv°zmrzwxrs ewcaeo er _- u*EarN^HrvMovEcr µosEpur crri u�,.e vwunucmwno. ®FLOOR FRAMING AND ROOF FRAMING(FR) To—Fly F_- w - NruMr nM clPsvn mwao. S v ou wtt vtwus.r,.,venous.smrrorrs wua To COnvtY lNM 1=1 vaaos irm,ae nuvs was ro mnvty wrrH smnpu < Ri-wxErs Oc nrxeaat tours weE IN wa oa mHta^vvRovE w G v ss naNu.mwnz. x vets rNsrwt,nawzUd+w nwNNER ws ro�mz aowuCc wmIwnm Eaa, xsrduF romoamuwrE ucxnxc.ANP TABLE RdOtA.f PRESUMPTIVE LDAO$EARWG VAWES OF FOUNDATION MATER/AL5• v.Ecrn,ut,sEwwN.mHruats.,NwoovcTWORn u,a tau¢wnH cawnNO LDADEFARWD NI Z > OY CEOTEGwruL R,rEFORr wuo oa�mrwt wumowTY.rO rusvELnOu wua NEwclurroN u AFIO roa roTNE 0w'.wiiHE=LEimx or THE raoJEcr Ov n,e rya vv' eo nt reawes sNwttm o< ClA36OFNATERIAL Wa E63UR6 Leo! E wu amwaE'ewt�PrfxsE wxEau oa cuss neER oa orx�Ea.vmovm uoNa ma,wxru nare.ocauc lu fP° .P°r?'w°" 1 v.awvEwva u.wa wFwlmE° ° ss wwus courmuerm uvuc wautEt naves or stays oa srwccEnE°sT,os rxyvalme bem x. 1z.oee moREuwc o w wNawu.cox� °» rxEcmaE ca sa�E nox.1 w.0 utnm w Mvcxro =ioILo ma Poet F s nwsoxay.ro ere v. NPI1 wxH smnox Nuor.HEwnxc ANN 400uxL mw N—IS tom I 3 nwSouar uurt Z • nNosnOMe wrs of ruEnEe Past aEnsrwury uxr ANIF Rum sYnEw wa HvwersrO mvwewuTEo lx ¢f,aa nM nE.ts oam vEanuttY.wNERE vrdxc.muwmoRi � R��rY•vawtvm wxo ewtvwNrsEo sx¢r mu„rEa[ rH[rxsvumNSHui v onLHrtY Say,Mly saN,C yey.uM xzty gaM wtt SnLEt ro o¢reum rN wLtaaoul[E wnN M>•eva. LMrtwR omrrtVenoNS wu m m YcaE P ISM'SP SC'GM 2.CC0 nEm mwrrovu wvnRa mw+ smnox nmov.THrrxNEss o< v waavxa TxE oes�aumwx. ou wwnErEa wu.>,eEruN�,.>wNapawNLt¢ramcwtNwxramelEE<.,yP,Ut nErwr.waEr�eE,Nw[Laaaw,r4EwrTxrwetEn..au>. R,o,....,Lp>e_r,urxf�unoxa�rowwmatERulrrwtwnoNn,TealwtaN„u t�yRf�. . S,L , � pN �'� ISSUES/REVISIONS u[w,xaoOPFNaFpwa[an° 6waNwrxw4W11xnlrnoNHmeEExEa Im Dlow-7oFmEaa S� A,rrutr�mlNHEwaANF-F,Nen .. eExEau.muraw°roaro vaovroE wwxe Forxtrs,wP,•wxv a-w.wtrEn ztEev¢ a ws vEa secnpu wsw oFTNE REvwmwt wrtwue wo[ai xrs aa.n PaovraEw rxsExP[a roa osE ro aEnoxsrawTe lrz wdurr ra aenuu rx vtrsE wxpro arrwao aieGC) -- ------------� aw arsN w.6Hve DESCRIPTION DATE No. mwsues Ave wwuupwnoNwwt¢roa oau=I sEvrre.vwndxc.EtEerwut um vxum iwu wnHwuvwvN or sa ern rxrm„nrEuroamein qap saucy;veyrey,par'eyay sc^dM .wP RmvarvE+bNrs vw°a Towvocacr �EevE lusrw oxNTawe+oasnw Eu samycfirss;ta.ML,nMam G,S ,. ISSUED FOR BUILDING PERMTC u/xe/s w s. aREP..ram vs w.=svwcE PERMIT COMMENTS REV-, 0l1.6/ wuasrFeF cru. muss wwvow oa orHEa sxr FN _ OF v etc. g ��unveo oa amxixcu�EVEI.w°a Nc sv,vE t65 THw�.v>aaao rN[H¢ .wa iEErf�+nalxa rvwrTs'rornNL SHwu� txE rou[eucpar e.w+swa.,�m,N.ac..vtr..a,rr.e..we,u..rvwK a,.,✓..:a.M r,Y ✓, .x.,u, q > ern....1K..wi..w+*•,. ' N F�leNwroE(raa nn BTraa>tM SHwu eF Fnp„om wsaauroitHE mxrvat ROE tr Eq,u utEws wHEaE r,a wssEnd.Ya EN[uxEa mn - -eE cwtvwurzm ❑U m a E wuwnNc _ TABLE R4022 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE- ¢( nM wmaEs,even wxa To wrm^ tar many of rxE ex xe a Ne 6 wNsrRuerEp oc Tawc EEx rw+e[v usz-TYPE oveu-wEe oa PEaioawreP _ ¢(mznM wrorn rHwx rHE valve oa wm LVNYlYN5eEC61m Ct>I�RESSNES111EYGM(f� aNwrET r4rNN,AnNREmX OVEN ro r1,E ATHOSVNeaESHALL HwvE Nm t¢z as a>m... hw/is:oRM>TOwruL nwiEwwee sxul.BeNmt6s nlwN ara-INW P Hwu Oe lareo er u, vvawEo [n(vn nM wp0.rluL svweE NnuL rxE rRONi mneumou LHwnOEa sroe fur nM CYPsvn mwao.vE-ruo,f,s nM WopP srwemRwi FwxEts pa oMEa TYPEDAIDCATIGM OF fANLRETECCN5iR1,C..310X Ylalherirp Poien4aR. `I vv m4Y wN�ao Y,wu m> wueo wf rtEisw4nu s w Wml srPE oc THE[OnowaTnENisHwu wnvtY wPEWwrEtr suvvOaTm o NNERLb Moab SwEn rnEwT[a ON vveYro REvueEnr•mwvvuwue¢ DaM tti9b;fairtlehaszridCactr:i*N<rWugsedroCe ra-itiet 2,SW 0,5W2SLTY 2 - rsru cnour oramaaon ways u.cav¢wTm<[rHE wnawnc rw.•m eYTHE V MCNrS or starts wr E.rN cmaa svnea uEwa•wc¢wR[wwrwao,wLE Wrtx THE mwPnEufpa wvvuwucE yr mRmumm flm+misd�ardNeecreaR.vlSu;<steq xp>a.Raw9,am 23RI 26m TTEUY Gwen-car Srl•„mrusrulEa rmE PaorELnaox Oi cmaas cmoa waurau¢rxwrwaEN min _ ,�fwJb.tamtld'Imu'a8s.ekeaY xflb °V!r'�e:Sal°cnoefe rw.ronondwe•. .,e.w:c - c ewaEw ewaEON npNwaaE aETE4wu sHwr.t eE t6-rm eY wllv.'wwl mFs°ro,W" O""` BR .Knrrrnux.�m. New Construction wrn.E rot of wtt c xwaawraEa 4waoox noxoaaE aErscTpa,wi a" E¢ a"E`"m,„ wrsroE wa eww,stEEP,x wrxaaw.apaa Na..<.. va-IN pa n,n wooer 2Na amo= 3,oca REna _ rJ u,wPFaorEa wcExc srnueTaax Fwuv.nv,eawE.oaE°urvw,eNrax THE vxPEndPE or,NErmoa a - F u. wu awrssroxs weE SHowN ro awuuiunwe.umaxSNm uNt¢somEawxE iawwxc nEaaEa Kuenawnou5oaovru,vets ioa wcTs.vexrs,evEcmrutovrmrs. Psde4 rvta195a a# 2.500 3,W6'• 3•Se0' as vooP awrnv < v rezrEv aYwu wvv0.m.Eo woEVEuoExr ueoRwroaY uc.oe,L¢.tunwww¢.wrus.svEwraS. uwE.nwuc wuo snrua s✓pser{ivxfo Wn&iNe::'antl¢aaOt•9wratr urY oevwarnEuroiHutra sEaNTc¢ mwxPwraxwrnReEa xLwRE waE aE6nxLxx6x¢ µ°me; aAEL MWNA1 wLnaEa PERwaMN� xL=paFExEa npx sx amFEanwEa r Stack - NL wm R•pwEN mRNwL wLraL xwa mER6n��awPPno m rx PE�px Lex Y p rxauro pnF x Ewm FP,,�a> w.,t w En mNERwrs.o Ea _ apn.Foiiam,x w ,xn a ° Residence [>ra aEHomm nrlew,wNrwm,uatrxe wTExnaE PEawerEa o<stwE a .m„>aoa�wcaE srr��an 6raoTM�nF�r '' aErzTE.I`rxywe�R�wu nHaasaeLTa�oNm „,�, 765o Nassau Point Road w.ioonxc ExrvdouwaoNm iouuawnox wwtts.uumss orHEawSE e,w:,xcv.Wa� .oaawee mr„Tlawwmoaawuce w,m a,P.s.wo Fa•w. wtm.oa omea wvPaos•:o muvurnsFwxueR .err•- r nt,. o-... wwn wEmm wREn¢N ,. mcezure„NF aEscaE wrNO-0Pmw�:sHwtt wYE Anwwan N2r ,. n�-TnH� Pwc[m a Cutchogue,NY n935 F. aanx xawnox wwtr.ro iwrsx eRwoE.xonrY n>,a,... ,. eE OEoro eE .¢. ,wanes%aas.io ,. rsav awaEaLHw=.ramaarsmncw ,rsw[�@,eEa rxTHE w oaPao, rEo voanoNs '. n,xxrIN IN.oia a TABLEA30L6 ww,nmr°aSu,EP wtata.yam. p Paprmrm mna i.. FRo.,ae mx4REm HwaaEN- w mxLne,E LwawLE stwe.rrwLwt Ewitr etwvNe n,ewLcaELwrE waEw Pnp a[w nL PaeELwNRwr pia�amn ew.wNLmaEpi a¢raENTlµwaEpixE Y°an.nwro�Eap _ �¢xmdai�a Em(r. ,PEa pay -�DBARBA xvs:wmewreEss avExrxe sHwu um eE tEss THu,u,uv wxo sHwummurEow s vaarEtmx o<ovmwcs aEouraEawwwrxesmurm wrtwx w+xamao aeears d naEdax L.Nv wcepnou,ce wnxsEmrex asm.vazrs MITI UN'GZAPA61 SEPARATION oa orNm 0.EwortY wtresver.E tounox a sm Wu.uNoasrnucrev O>SNwtL nEer E REaw srsnox am E uaLE E,Ea oiTxE uuvmrEGr[o v[uEraw ETawnoN na� a ARCHITECTURAL urs.v NvaorEcrm voanox manSEPARATION MATERIAL. ROOF O(si6x.Ft t< mwvruevr6 murm wrN[wrnc,vRowvEwu¢s ws _ >t'oa Asr-vetY Opt less there t/.;rmU;,iSz�a:b:•::U Cs av es(se�mnr • Po+6µ roou sH.ut e- wgvuwrrE wm+mE aEdaErrnu mra Ne • ronv cosnE uw�e m am oa ca�EwreaTww a-wd armxural IRram Bre,esAenteand s.+.c equirakm zpatk Ld tlb :� urn �� oveurxc.w•nEu,^Newt ^tt w^xm 1 _ __ vER SFcroN naso A maE oc ` nneemrr uc sruumvamTom ro wroiiu.t mucu,eP PvwvrorEurx .w.vox (sae nn Or u+nM Nonwru awENvoN,oa mHEaw p_o 1 a,v r a-„ t_ BOX go,BLUE POINT,NY,, BARDARH.COM N[anut wxo xoa,:aNrwu,wa To row,.w EiiEmaE rrae ewawEa eErwEEu ¢ - mac oixrs aa:a.sEa„ox Pro>.ioa xw,aawt ueHrwNa xExnt„nox. Pmpa wssEnd.¢au,oN„awnxc mwvwtExr irRE FEaroanw.l4n ;arage.slae C __ _ --__ _ P. wuode�w AToFs INYANo EaporsvwrE ws vEa sEerox vaay..nunuErs_F wuw,NwwwNa 000a vouex ovexwcz waE Pen rx[wwxui evert �o,.v+mnd,md.e rusvunox uE..au,re mndrsnetE luwunoxsxut ee ------ I �+-� .z. �.i �� ?r TEL•(63,)56oygpa haQha mnFtrwrrHt�o rwrrx sEcn N vcwbar rdrrch.wm era' >a ue(nbc) rwcconouvcE wm,wpaaxw ,s nrunuawn ewxP is ¢(rants coon astessm wnwwar¢.rwnmoas Not kuthar.NaincFTy,,l,X pill-Zn{:•.+rr' �BATH� r1J L1NDRT from F.abc2hle mare abase tha Za p MASTER BATH. a Nn aoaa ovExwes aerwr�xTHE uaseE.wa aEvavrcE SNwu e[ - eanovcxe oe,rF.s or egUivA t i UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS tY EOurvrm vmmwsEtr- vv Foo. 1aE rx mnru wce wm,THE Eue or rHE a¢roExnwt x: JY _ � _ _ was wxa mrtwuc wo orxrs,uT¢r Eonrox. nano wxEaE xur-vrtopuvxc°evrca was tmea wa tEssca 5[rJrn,reslsbpp6mn8florirldgiGg �• I uc rR*x THE l6nxc Not 1.sinar./j Cn • ,tor —qj DOCUMENT ISM VIOLATION OF NEW YORK STATE THE Lwawce wHEaE OISUI�:� Hwu eE SEol wRwuTm llN awunRawucE wmlrHE ssuma'K usztl(orse:zramn �rq„atenl wsc:u=s" r SECOND BOOR LAW. r..nnymksen:an S > ee svanrnm ro rHE mrmlxcTnrxsanu.ExvEiotte sxu,.ne[rTra m rd nw JOB Na. uvnetn as ewe srEEt s mNamous rn tee vwarmox5 wve useP ro s[vwawre vmnuur.w wrruarEv cuuc[manw swnFv¢or.ut nN6Hrs.nor.wucs.xuuwwaE nc waEro rusrutEaw va ks'tlii::V 2133 a nvsun wwttoowaa�Fuu ox sNwu ee Tw Ew�orursmEx ervsun mwaa ro eE uovacnENrs of sEerou N>voz,.sof rH6 mo[ Garageilcizttd leis Lh5h3leetlrMra ryta I,9'appf d iht iur !? sic„"'florin.vme lot side oN as.e.vn>'s 0ieta:m,16n DATE J) IJ' -2 a av n 'n wx[ae rHE usmENrE6 EPaorEmEP ev as�arnvta.coua,Eas oEaeEs sHului of rAPEa wWD>RE�,vETxeEacmwrs lm -' 'w FJTCHENv y PWDR BATH t wttow a+xouas ro oar pETWEEx mwTs nowt mwr ro m r as uacEazurc PawwrucswreatEaEsnwuEasutE VEasraxs snavm.Hera mauEa mwosro eE mm au wu ma,Eas uva wawuo wu F°•°i - - . � y 04/08?2 s ass(ro m Fumm oa w.0 Pw�EnEw wxa cauucs zxwm vECEu¢nn �- FIRST FLOOR {!1i DRAWN BY voon vat¢oa ceruucs ro aEravEnte sxwtt xwvE - �S GRADE -.... P a P a BB a. nuEr iw¢ , of uawc¢roeE SME[TEa wm1 icwawcL wu.ts PEa ON ON VFC _ a¢raExnu.moE of uEw roansrwr�E.aaso.,•.as..za.° 1 55S z SCALE u,m ma ovTFararmwt wascanoEcaoss sEcnoN�waEwrsro .o co. ) AS NOTED s. mxxcmEP dr Mwnun su,nwaY sn�E.n BASEMENT tJJI 'U wDRAWING TITLE DWG No. f PMBING RISER DIAGRAM o GENERAL �.. .-. LUNQT TQ.SCAL�.-ti.-u.��..,-�.u.-1.-� u�•.�.. ..-�.-ti.-�.- .-...� o GN-i NOTES 0 z L ,y /` v'�.vti�v�-.^r��--rv,-^.-�^.-�r�-�Y .-^.-^r�-^r-,=,+vr�-�--�.-'�-v•^.''�-^,--�,-^.--r^r•r.-��.^r�r—.�v�=^,^r,-r-.-�-^rrw-r,--�-rr.--^.�.-^.n-^.r.-'� " C ` KEYED NOTES: w / I 1 J —F ___._.,_, Rid e 'J FOR PERMIT � GROSS FLOOR AREA: r o f / SQL i 1 FIRST FLOOR: 2,172 SF .. �� ;a 4 SEASON PORCH: 203 SF y a 6 `y ( SECOND FLOOR: 1.497 SF 10 A411 3872 SF miI \� ® ® ,•�® .� Y, � z S �.�.. -r.r�.=..-".r��'��'✓•..-1 , '9 -''2nd Floor ` 1 t i i s I k I � I {` r Y _ µt' _ �_ 1st FloorAIL ..i... .. AVERAGE 1 . ..�h+N URAL ERADS7 _t...(EL 0.84 7�8- 11 -- A EAST T EVATION=EL E r z •'' = ' _..__. ....—.. _—..— — — — — — — — — — Ridge z w y m , w , o I, o: ��, _ !Q 0 3 i z _ 2nd Floor �� o p — — — C 10'-1 3/4" V z i ' E NMI- i u z } is FI 1 -� AVERAGE m - v- � LERp 1A RA ❑ DE O ? � z P WEST ELEVATION i h E y � 1 s ( _ _ Ride t j -'� ISSUES/REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT v/z8/z ( ¢: S�0 ' L_..:®� �� 5PERMIT COMMENTS REV, 01/06/24 i z � 2nd Floor r Z 1 ODE w { W Construction _ ........ .�, ... _... 6 o ..v. ,�.h_ 1 s 5 New Cons -. „T RAVERAGE d ' ...._. _: .._..:: ......: _. ...- :: Stack ..AEG 0.84 h. J — . .... -7 e" V ReCutsidence NYe 9 5 oa t 5 NORTH ELEVATION �� BARBA Ridge_ , ` > ARCHITECTURAL - — — — — - -z6:_8" v ` z I \ ` PO BOX 9o,8LUE POINT,NY n7i5 BARDARH COM TEL(53,)56o 7908 wbarba@bard mb.rom ` S E UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS •� �- j DOCUMENT IS A VIOLATION OF NEW YORK STATE F LAw. (t JOB No. 0 2133 .2nd Floor � •^: z^?F :, 1 , � �:: �� 10'-1 314" ` i � DATE 01/06/24 �� ® 4 DRAWN BY BEI tst Floor z SCALE AS a— S NOTED ;NA w DRAWING TITLE DWG No -- — — — � a ZONING `.: AVERAGE URAL GRADE D EL 10.84 0 " IN o SITE-2 SOU COMPLIANCE 0 4 HxTH ELEVATION i SD d GWD AMENDMENTGRANT WELLMAN DESIGN LANDSCAPE ARCHITECTURE 3 ab-a 5- �K�r77��, C $ )�3 77. 00 GRANT WELLMAN,PLA,LEED-AP 813-318-2525 — GRANT@GRANTWELLMAN.COM START DATE: 08/25/2022 DRAWN BY: GW CHECKED BY: GW {{ t I• JOB NUMBER: 2022-02 I` ` ( T HT.WOOD FALL BARRIER PER CODE- / 4' HT.WOOD GATE PER CODE- WOOD HANDRAIL �'';�-; � > ,! 7, WOO 1 f`: /'/ , - I' D HANDRAIL W PER CODE- � �'`-� .-' - >•, -. �� =�:�., L=----- .:-_.:_'.� _ __ - - --- ----_ PER CODE WOOD DECK,TYP 4 HT.WOOD GATE - -- - WOOD STEPS,TYP ' PER POOL CODE- - — :: ---- --- W POURED CONCRETE RETAINING WALL ,' _Z Z _ _ 0 SEE DETAIL 3,THIS SHEET „'. _ '- _- _ - •, _ _--! � ui WOOD FALL BARRIER RAILING + _ ! i i' ; ` ! Ix / LjJ Q I _ �i // 1 11 O I PER CODE- 4-0 - _' ,P I'-----� j/ I GUNITE SWIMMING POOL SEE SHEET L5.I- �. z • o U ;.. Ir. Ln t. -- —= ------ EL: 16.17 , �'f�l1 � '' 'i J.',,::.... + ..,•.:+'1.: �1.. 7 5,r,'t ';.,' ,, •r`:•',• ....sr. :.+ ,•r r'I.• .',.,1.; .%.•'.'.'y •:''rl, �V EL: 12.17 t, \//\i/\//\i/\i/\//\i/\//\i/\i/\i/\i/\// \i/\ i/\i/\i/,.,f \�i !\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\\/\/\/\ \//\ \//\//\ \//\//\//\//\// \ \�\ \ \ \ \ \\ .,,.h,,,..,rf:! ! .;.�w:..,•. •,.,5.i`.e,7•�•.+�.t•:,.a. 4.::'r..T:• '.. L'y..:•1;,i:..,y'..;:h.r..t,'r•; •i�'� ::.. .'•.r:••:r'.',!¢'t•,,+.'`••+Y . / / / / / / / / / / / / / / / / / // // // // ////.//..Jlr,tr,.r..,R,.�.'•f.�•'%�..'.••�n',7r.. .:..•..t•t••.i�."'r,..L�,..i. ./,^.-r.:��•.`. :, i..,'...•r...Y,.,l j.4• 1 .:.:•`p"'i,:•„• ':�...16 / / / / / / / / / / / / / / / / / / / / Z. / .Jt.'.+,h "At!1.rr '••,•1!f,y.. I,..r'..:•.'•,, ,.,•iNi 5C'•wt�•:ii.,i•`. •'• ;,.::.Y„w+'�+•, .,J tRF• T..y,-s,w S. 1- ..'( V .'/_,S♦ „ "h.'.,,,k+:•/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\/\ / \/,\//\,,\//\,/\,,\,/\,/\,,\,,\,,\/,\//\/, ,,,,/ /i/ // //i//i/ = - \\i\,i\\i\\i\\i\\i\\i /\\ \\\\\\\\\\\\\\ \\ \\ \\ \\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\\ \\\\\\\ \\\\\\\\\\\\\�\\\\\\\�\\\\\\\\ SCALE: I /2 I 0 REAR TERRACE - SECTION SCALE: 1 /4" 1 '-011 Z . � Q J W CL V) >' RETAINING WALL SCHEDULE �- j3C CONCRETE WALL AND BASE DIMENSIONS STEM REINFORCING BASEREINFORCING ` z ol 1 0 ' ° pe O CU HEIGHT STEM BASE WIDTH OF 7-0 4-O01 MARK TOE HEEL 'O' M. 'Lw" 'T' 'P' 'L$' 'D' 4 HT.WOOD GATE .=1N ABOVE THICKNESS DEPTH BASE tt— A STEM BASE(Hw) (ASTEO (ABASE) (B) (C) BARS BARS BARS BARS BARS BARS BARS LU I� RW1 MAX 11'-6" 12' 1'-0' 1'-6° 1'-0" 3'-6" #5 @ 12' — #S @ 12" _ #5 @ 12, #5 @ 12' #5 @ 12' -PER POOL CEDE rQ L RW2 MAX 13'-6" 12' V-0' 3'-6' 3'-0- 7'-6" #5 @ 6' - #5 @ 6' _ #5 @ 6' #5 @ 6" #5 @ 6' WOOD HANDRAIL - - PER CODE- RW3 MAX 9'-6' 12" 1'-0. 2'-3" 1'-6. 4'-9" #S @ 12' #5 @ 12" #5 @ 12' #5 @ 12" #5 @ 12" RW4 MAX 13'-6" 14" 1'-0' 4'-0' 3'-0' 8'-2" #5 @ 6' - #5 @ 6" - #S @ 6" #5 @ 6' 05 @ 6' "T" "LIN 1 I f ;! i STONE TERRACE RWS MAX 5'-0' 12" 1'-0' V-3" 1'-3" 3'.6- #5 @ 12' — #5 @ 12" _ #5 @ 12, #5 @ 12" #5 @ 12' I' -SEE SITE PLAN n0ll RW6 MAX V-0' 12" 1'-0' V-3" 1'-3- 3'-6' #5 @ 12' - #5 @ 12" - #5 @ 12- #5 @ 12- #5 @ 12' A a i Rw7 MAX 6'-0' 8' 1'-0' 1'-3" T-3' T-2" #5 @ 12' - #S @ 12- _ #5 @ 12, #5 @ 12' 95 @ 12' RETAINING WALL . -SEE DETAIL 3,THIS SHEET RW8 MAX 6'-6' 12" 1'-0. V-3" V-3" T-6" #5 @ 12 - #5 @ 12" . #5 @ 12' #5 @ 12' #5 @ 12 RW9 MAX 8'-6' 12" 1'-0' V-3- 1'-3- T-6- #5 @ 12" - #S @ 12" - #5 @ 12" #S @ 12' #5 @ 12' ISSUED: licit f3 a a W RW10 MAX T-0' 12' 1'-0' 1'-6" 1'-3' 3'-9" #5 @ 12' — #5 @ 12" _ #5 @ 12' #5 @ 12" #5 @ 12' 11-2e '� �;`s^_. ''='�i_ f'' / _•r_' :_ 1 2023-08-25 BASE PLAN U I �" 2023-10-15 ARCH RELOC. O — RW11 MAX T-0' 12' 1'-0. V-0" 1'-0. T-0" #5 @ 12" - #5 @ 12" _ 95 @ 12' #5 @ 12' #5 @ 12' J \ 7, .t 1 •a.,I?, 2023-12-15 PERMIT SET Z • a d `, `'a.+ 2024-12-24 POOL REV •�' 2025-01-03 SITE PLAN 11 11 R A ''V i, .r , �•r .4 ,i.'• i fl FINISH GRADE s 't% '.r, LB S G � 3C LR. �% 2025 01- 21 POOL j r 1 _ r r 'i. 2025 0 2 2 I PERMIT •Sr ?: a a a < a a T P -WOOD S E S 'J f'• - t:�� ` 2025 02 9 S I L PLAN .a •' � 1 1 / •Hi A t� r' SS STANDOFF S - - TAN FF BASE,TYP 0 50_ 22 318PE RMIT 1 n 1 1 J It '1 I D POURED CONCRETE FOOTING 1 2 IA P RED N RETE F TIN ;�< W 11 11 U .�' DS C /.3 >r' — D .y !' A Q- P n a n .a' s 002682 OQ� RETAINING WALL SPECIFICATIONS STEP DETAIL - SECTIONOF"3 NOT TO SCALE 4 iI - � 11 SHEET NUMBER: � � G C� OWE[� SCALE: I /2 - I -0 �"A R 19 2025 L605 0311812025 5:31pm C.iT.amOrantlDocamentslCL/ENTSIStackl2OOC-UMEWAT*NI202S0310St.ck(p"rmg.,)Cxy,LB$ 9ran1 Town of Southold . I GWD GRANT WELLMAN DESIGN 3'-011 45'-0° 1'-011 LANDSCAPE ARCHITECTURE 12'-0" 12'-0" 21'-0" GRANT WELLMAN,PLA,LEED-AP 813-318-2525 GRANT@GRANTW ELLMAN.COM \\, ,\„ \,,, \ . \'. \' \ \ , \• \` \,' \ \ \ \`` `\ \' \. \ \„ ,; \- \\` \ \• \. \ _ \`. �' \\, \\. \. \ \ \` \\'' \.: \ \ \ \ \,• \ \ \ \ ;``\'. \`` \` \,\, \ \ \ \, \ \�\ \ l' • \`' o`' \':` \', \ ``\ \,. \ \`: \\ \ ", \ \' \ \.' \ \': \ :� ;, \ \ \ \', � �\'' AR D\,. �\ T ATE: 08•.\ /25/ 0 2 22 \\;\ \ �S\W)M(OUP \ [4'=a' \ 4'-�",] DRAWN GW �� \ \ \ BY: '_ :_`' Ott\I U�,]�� \ \ CHECKED BY: GW "' \ \ \ �: \. \'11 ;� \ \\ \" \'\ JOB NUMBER: 2022-02 ;X �\\\ {8-0 ] NICHEI fSS fD \ ~ 11,1 '` \\` " ':\," �""" : \: \ \ I'THICK!STONE COPING \ ;�:.:,,,;;. II L -BLUESTCINE TO MATCH PATIO `_``- \\\' `\`. \ \\ I \ \ \\ \\ \ \' \1�I\\\ I \ ' \\\ \\\\ __ I \\\ I \ \\�\\\\\\\\ \X\\�\x<\1'\\\ �I \ . II- 54 SLURRY GOAT \' ; '`\\, I MORTA R SETTINGT EDM THINSET A \ LATICRETE 3701 L2.3 :.`, \ \ \ WOOD DECK \ ;'\`.\�.;, SEE DETAILS AUTOCOtVER TRACK ::.`.\��\\t`,•` \ \\ "LATICRIEfE LATISIL W '\`\'' '` \ \ WATERUINETILE \;\ `\ EL(:(14--_.6�8114.__�I-',L,-I,I1�I�I�",'..\-" ""1�.''.,;"."::.'..1I�'.,.�1,...L.,i!'I1"��'"L,,"�..."I<'"/*'�',,�/�,/-.,-!"I,"I-�IX.'��''�'..-�'\\"""�.'�\I I��\\.�I�,_�"'.,,'I'I��\.,"_\\\��,�..�\.'..,1,'.,.,.\\.-.0�,/.�I A�XV�,- -�\��:\.\�1\�",-,\''�-\�"\'��'L..L"",I."\""\\X-".�,,I\�,"\,'�NL,�-'�\,��''1'\�".1\'�,�,_\,I�'_\�\.�,\'�'�,.\,—,,,1'' .,.\\-'.II,.,""\\,-"+-�/��\\',,,.\,,\-"I'"/. '1"��_\�'"1�"I��_L,,,'\,�_\I.�',l,�"�_�"'\.\'"'\",�\1_��\\ ,�.-\,�''""�,"\\"`'I'"\.:',,,-\".I,-�,L\,-.�V I_"\,>\I'.,L,,%".\"�:�\,-,�-".L,_.\1,.1�.",-1\,' _�L,,.-I\,,.1,,',I4',_�"'�"'''I'%1,�\��.'�"I��_',,,��-'�"\'�"_�','-L\'�\_,, '.-.''I,".,.�,"'�\I\-,"I1,"\,,"��1,,��":'�'""1�_..�,� \",\,.,\1-�'_I.L"\\\'\',1'\,\\�,"�",\ zI o --)1',1 I 1\-I','�-.,I\��'z",-"''�\--",,�\I,--"1\'-�,--\-,\' ,�A Ir \\\ ` ON LATAIPDXY 300 SETTING BED 1 IV 3tmzL\'�..�'—A/j-- \ ,\\,_ �,\• /i/,,�,..::J� /P;ice'; �J \ /i/ z J L0 f \� - W _ \ \ :I: \•,., O 70 (I Q ' \ \ \\ 3,- N O DEEP EAT E R \ I \ \ \ \ � u (� \ , \\`\ r Q '\ ANTI-ENT P EN \ \ \ �:" \.< Q \'., a \: DRAT \ �\3� �`.:. . L / W Q \` \ ,, \. a �L` Z AUTOCOVER VAULT (BELOW) \�\;\\`\: \+��'�'i' -SEE DETAILS SHEET L5.2 \.\,\' \ \ \ /'; \ ,\,\,: \` ';!`1\.\ \\„\ \ \ \\ i j/\•/�\\ .• '* yli.,\'Y'! ':f\//,/'/' ter' / / \ \ \'. \ %.\ \ L f_9 '"\`:\: : ', \, ,-,;/ \ / INTERIOR FINISH \` L ]\ ; .'';lei\`f\�\ d + , \ \\ / \ /, ,\\ \ , .. 2 \ \ /\ .4 .' \: / KIMMER B �-, , \ %; \\ \ \/\ /` r/:- / \\:';,_ 8 WIDE TOE LEDGE \ \ \� 3 \ \ \\\` \ \ \ /\,' / , \ \. \`' \' \,. \ „,` \ \.. `. ,\. �, \ \ \. \. \ \ \ \ ' \ \., \ \,, \ \ \` \\,. \'-\ \' \ �: \ O ,:.' \ \ \ \. \ \ \\ \\` \. \ \: "\ \`'.. \\ \: \` \ \ \\. \ \:;`\ \'` ::\ \ \' \, \.. \,," \`: \ \ \- \ �` \\ \ .` ,' \\`` \•.'\" \ \ \\ SWIMMING POOL - PLAN COPING DETAIL SCALE: -" = I '-0" 3 8 SCALE: 8" = I '-0" J O O I— o' W 0 TEST HOLE PERFORMED BY MCDONALD GEOSCIENCE V) z AUTOCOVER VAULT —_ DATE- 12/1 B/21 (— WOOD DECK r SEE DETAILS- � 12.8 r Dark brown loam OL 11.6 -------- 1 � 2_ POOL COPING W )')� Esrovm siny sand SFA - _ __ 9.8 3' 0— .•tip• ', / ,.:. ,.;',',. ' •'•' '.+: •• •�.,•,w •tw ., / (� / ..•.ti :'Y\�r... r.r•},`''.,,''{•h'f}i••r'9 r:...° : :°., � ,e l,l• ;•, ';, .••.: ' ; ,•1,' 1 : �:. Pale brown fi •,r '� �1+:'p; a.4.1, :"' ... Ij.-- . �Y lt5 .:i';::''L.r'.••, �ti r1ErSan{1 SP t r J / / / / °". ,.._ 'y. ...'. .4.;. .;,.!•" .t. .y,-. .- '...•w :il+r:J �1.� :%" \ 4'' '�Hr -r.//}/ / / / / / � '�,1� .y S.va 1��., w,J �Jr� i.,., '',. i1 N(CHE E..,ti .r:' / / .Y. n•t•' ?li r..''yry ,"•t'�.,a„ t, •M•. .t.• �4� •Ir i• d i / '�{/ `(/�j/ / dL:t.% N +•l�r :•t.:T' F,, ILA r 'r J •'�, .y r• ,r,� / TOCO E K ., .: a '•,.- ;r, ,•, z...,,: .r-'• ', �.I 'J'' ",• '�a, e;, 1 r, .F ':`.: D r.• ;.'4 ,', 7.?;5 'r`. t{, +"• t ,%,.�.'�..,'F kta J„ .1;... .,:'• ! ,i `t,•• 1 'f•. ,. / `5•.•Y,. r �: rN,. .1.', !"'.'f. �N .... �1 , •r' 4 �'r 'f y •5'•4%' '•,• •t4� Y. 1� i' h' w i'1, ..,he.. "9 i.r ! �1 ft•••�f "'l r ''J.' 1 I N / WA L//� ��TILE •',., :•�•,- TE 1NE ai / r,�.,,, 1 •pJ t' i•:, 1, ,t:: Ira r J: i; •i' L Cr,• :ice •? 4 _. / 't: _a. / 9' b" 4 i :ti. e t 's 1 r —_—_1 J.,�,. •r ,I •ht. •, •1'I / / I� •�f �t.r 9' Kl / Rl /R'E� S p, Tv ,, 3.6 "!4 ,:' / rf Y 4 : o :•I., :f.' I I. r .i.: ,J, t'.3: ..i. t.f.. :,;. ^''+1:•. , �:;ir' ,. a. t. : y.. - + •-.; U:•.'`r" d':/,�`'''i., r�. 'li" . • ... :�' "'a r, ,. t -..S r.r=^+t .•t yI':.. .r j W. .V I i� a 'r• •'4 1.!i,;. - •�'/.i: .'J' �'.i" .. ,. .., .J)„Y .p,•• "p ..,+e a•' •'1 •\I .!;'., .,.trT ..a•ti': •'p.. ,,pli. rR'� t .. .x &own sip sand S41 M r: i f v �y hl• Vti`e r. f i *' .1 r tr'. n, t •A:• t T M •a. \� f e� r' 5 , yy.. ICI• ..1 "ir' wt,• 1'•,1 ki�.: •`• I'•i•1 1• .ry'ryI a :'1•n' " r• h 5 Yr 11 Q : ., . I" t , •1 _ �. f' "' XI TIN RA.DE .. _.- . w. _.-., _.-,.. ,. .. ,. _ . ......,..•:�`' ...r. ,. - ; ",'.- •,� ,. ,• Pate brown fine sand P�= S /' \ ^,+, ! "7:. j ,;ry r i•.r '.r r- �' �•- r� i / J r r r EL• 0 -.9. `r •L — r J• 7 ,\ ♦ .\ J ''r r t / �f _ /' r•" JSU ED: 1, — 1\ '�t.i — 'kJ / /' /, ✓, \' \, \r/ / / :\i i` 'i \` r `% •\ i'• \ \`.,err - s `;" 20220825 BASE /` 1-' .��' `< ``.=- PLAN 'i` ,, j \ J \/-- \ 1 / ': i / \, \-\ 'i` i' 2022' ARCH RE OC \` 'i / . /' %' r' /' \' \ `" /. bpi'<:. 'A ;\`\`' \' i / r'. VI! t r in\ ae r r r�'- "\ i`� .'' �`\ \r. ale in:1:�• .p: ,. '\ �-' b OW f e sand SP.v' b \ \' P g. J::• 2 12 04 P��":' r►'•:. .;. \ %i`� ERMIT SET \• -4 T: ,' + 1 / \ f \ / :\ \ \ y, i �,' / F i' \` ':' \', '/./ / f \ i �. �" / %' \`. \ r %' i '/' /' \•. \, / r' \' i', \ \ \ \ \'\ \ i r \ i /. \ / %. \ '// /`'� "/` '/ \ it -\ \ '\ \, \ i. �9' \. \ is i'` \ \ " \ 6.2 \ .\` \\\ \ '. %, \r /`./ j', i \ %• '' %' /\ \, r /' \ \ \` \ \\ \ / .\ .\,-„ \ \ r r i'` -'\ \' =\ /'\ :\'�:;:�` 'PREPARED S B RADE -\\` ,\ \ \ r'' /.` '/ /, „ ✓ /,- i '' \ \` l \ \' i; ''i', \ \- r/ \` \ / \: \' :; m=� \ i a' "\` o' / ;\ `\', ':' ',: �(1�1l++ `fir + \ .. \ a n u e ed 128 \` r� -' \ �\'2 CRUSHED ,� `" 4 \ '/,. / /' ' / f,` ;` /. \,• =A / /'- \; %/ r, \ \ /,. /: HEST EXP C` �;. E TED GROU /. /: / ''i TER EL. 0.40 *SEE SURVEY FOR TEST HOLE LOCATIONS SWIMMING POOL - SECTION \pNDSCgA H � 1 11 ��` ELc�A' p�y 2 SCALE: - = I -0 TEST HOLE a _.: REINFORCEMENT SCHEDULE*: ' - , _ _, _, - #4 REBAR @ 12" O.C.E.W. TO 4'-0" DEPTH NTS sT,9 002682 0�� - #4 REBAR @ 12 O.C. HORIZONATALLY AND 6 O.C. VERTICALLY TFOF N � BELOW 4'-0" - USE DOUBLE CAGE AT AUTOCOVER VAULT SHEET NUMBER: I \\%\\� I I. 2 KEYED NOTES: FOR PERMIT DRAWING LIST Skeet Nu,+.l Skeet Na4l T-2 TITLE SHEET GN-2 GENERAL NOTES 6;N-2 WINDLOAD UPLIFT REQUIREMENTS GN-3 RES—CHECK SITE-1 SITE PLAN A—too FOUNDATION PLAN FLOOR A-1o2 2N FLOOR PLAN a, A-203 ROOF PLAN A-201 EXTERIOR ELEVATIONS y > A-202 EXTERIOR ELEVATIONS A-301 BUILDING SECTIONS A-302 13UILDWG SECTIONS A-401 WALL SECTIONS A-402 FOUNDATION DETAILS BARBA ARCHITECTURAL A—sD0 RENDERINGS A-60.T WINDOW AND DOOR SCHEDULES DES I G Nio P LC L. S—too FOUNDATION STRUCTURAL PLAN 5-101 1ST FLOOR STRUCTURAL S-102 2ND FLOOR STRUCTURAL S-103 ROOFSTRUGTURAL PLAN - S-200 STRUCTURAL NOTES z S-201 STRUCTURAL DETAILS E-1D2 FIRST FLOOR ELECTRICAL PLAN E-200 FOUNDATION ELECTRICAL PLAN Q O E-102 SECOND FLOOR ELECTRICAL PLAN u z 0 u Srf 1 11 1E S 11:) 1 - -i 'd N E z O MECHANICAL DESIGN: HOME SOLUTIONS NASSAU POINT ROAD , CUTCHOGUE , NY EAST MAIN STREET O 765o 11935 HUNTINGTON, NY 11743 w (631) 673-0664 z_ LANDSCAPE ARCHITECT: z GRANT WELLMAN DESIGN z Q C1 1255 EAGLE RD WEST CHESTER, PA 19382 (813) 318-2525 w r � :k SURVEYOR/SANITARY ENGINEER: 4 L K. McLEAN ASSOCIATES z 437 S COUNTRY ROAD ".,7ti' h hs, �{„,'Y t1✓fin».....o,, 'u`v, ,,n» } -' .,.. ,.. n. dql.P.yh BROOKHAVEN, NY 11719 t k J 4 � r , "�. : ,..,..e ,. ,. +. ,; ., , ,:.. ,, ,�,, ,y r .. •c, >. �.,,. '�:.a. .4 „r<: ,.. G tv :,;`1 a z`.„• ,s �', .. ,., ..f.:. .., Y. , d „r„K:..„$...«..., s. .•.,; ., :.a..-. ,. .. .... ... ( 'i..... ✓" .,.." 'I t.c x3' '"�'.�.x }{�. P,r 'N.. ..: + ..r�� e,. 3 ...,.., ,�. .,:, ' u.' : ='-.;u ,d .:. F;J^ ..,.... ..tt. : „r.. ,,.,.. _.., .'��§l o,,,{'M,Z.A ^t;�y : � � rv..,::n.u„' _ ,k'4w,..:a.. „e+ ., n ,. a.... ,.. , x r:. hr r.,. ,. ].< .-1' »7<"' 3r. ,.. .,.< ..,.,...,-D .,<. .. ::a ,,. , - �- „.4*,,,:.. zo .,.!t.: 7" ,. a. ,...-:. ..<„ �- ,1::. w+.� , ^�" .5",' � �rs>, , &` _� .,. a r„ ..:<.<... x i;# ..«. .-. .. a... , ... r ,:..,:. r,,,. ": ,,:- ++;ti'.. .F 1 � ,t .a <w#>-.�+.'� z k � , .i =^"K e,-:�, , _. ..,whc.x*nY,'v^ .: �a.. Y'.Y:Ft=. 5:....,,.. x., ., ,,.. t ,., .;+ ..,..,.,. V � I am , 'n" y"�,+?r.. +z :r ,.. -fi .».:. . ., a., +:-s � r r �:,.� ., ,';r»,.;,,.. .... :., a. ,,... Y..ti � r ,a x .. �r`}k a W-'w,„;;. - ,. .. .x5;' _.�. i .,,r .::..". ;, ,a'G" .,. ,... .:K�x n.. „.x,. ur n'"P;r, e� ...' f ,. r ,, ..... ,. ,..-.,, ._ 7`2:;, `�" GENERAL CONTRACTOR: O a" �, , a. � M �. 5 ,, n �, , __ „ . ,.._. r � » , .� COASTAL ,, ,�.� , , � �� rh ,,.� fi ,. �.» � ; A:, ,. . ., ,.,,.. v� � ��,. , , �� MANAGEMENT LLC. "�,.,+.�€�+�, #r c !` � ,.3r:.. r f c t,• � ?s a,...:, »t',.. ,' y,.. ?>Mr -7 p4i 9 `r "»'x ....+, ', .: :, x'. �, rv. ff ,. "�.'� ,,.,: 6 ,.'c ru:.w�,,...r , c.a�. '�' �„, aL� ,�; fsf..�, >::,, ,,. ",., .. ,,. ,.,: .e Y�::,>t2 „xt�"��,. .a,., �� , ,.,�. s�, ,�,�� ;� �, �� .� :, ,, .� ., :�: ,I �� .: ��. +,, �� OLD RIVERHE,, - .. '-�x..w,+ '; �... ,"�. �'l �+ `, '�, ,i� �.t- ,.-. ,, .,:.�.,.- ,..':��, ,�,. 1 gar �' �� • �� Ds .,. .�' �, ::;ra ,r:: ,, r .;.�,..,.. . ; n„ a',a.w ',. � c-� _..� ;, na?x',,;s, ,.�.,. .... �tt,. �'��".i" * ,:t �' s'� �`r. � ��,.� �` } ' AD WESTHAMPT g � BEACH, 1197 ; ("li ;. -...., ry ., -,a 's F ,. „z:., ,,.g .° r i~.. ., �. „ :+ , v ,..# `Ta ;F n,�{• ._.. ;.au + "S_ »' .... 'x,a � r�,�.a��y 'i'. f ,r t. '+< r,Y rv+ ., + =7a''.+�_ ,� F.. t �•^5z,..�<.:�rE :Ya`.«iF,- r� (6 0 2 E-a 88 1226 � `r4 x.. - u.. ., ra('... Gr��', ,7.({''. `�nrz,.�`�� ..,,T3. .. ,�.._ta,.,. r „rs ,� � fl�: tJ,& -f.•:,., �. r.. .. . - I' Y k k t I a ., k+ n xh ISSUE S REVISIONS DESCRIPTION DATE `t vI ,. �. ISSUED FOR BUILDING PERMIT a a$ z r .. . < ... rtam ,, r! '- ✓� 3.,,<.s x: �, , ;, � ,7:-^ s„...r.' m`"e:.n. ...a '-. Y ,J.k: �,..xr ;�";�„... - :^v' Y.ry.,�.�TM �y a,Y w Q c,_ `. ...e.a. „zr g:,:° :..: ,^��' ,.,.. �,,.. : '• � z Efi ;xx �,�"„"3Taa ��"?:.a N ri{ Y zra t 5 Vi 1 r{gip 1 I f lr a f I t%4 F" T � Y I ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THEY ARE TO BE USED ONLY WITH RESPECT TO L a ✓e, - _ THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO ' y". s *: MET F CAL REG TORY REQUIREMENTS O FOR OT ER P POSES IN ONNECTION WITH THE E 0 FIG I ULA R H UR C V, '�' x i . PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. M w New Construction 711 �Z Stack w Residence V) R 765o Nassau Point Road : Cutchogue, NY 11935 BAR" BA r A ARCHITECTURAL DESIGN, PLI.0 I� PO BOX go,BLUE POINT, NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. ME 2133 �0,� DATE .A 12/14/21 I DRAWN BY N - '- B B �- �� 039040 z SCALE �oFNEW�O Q AS NOTED 0 w DRAWING TITLE DWG No. U CID I— z TITLE SHEET T— o 0 w I- 0 Z . I i s KEYED NOTES: GENERAL NOTES: ELECTRICAL NOTES: FIRE NOTES: NOTICE OF UTILIZATION OF TRUSS TYPE FO ROOM REQUIREMENTS(R303 THROUGH R305) [ R PERMIT j 1. THE INTENT OF THE DOCUMENTS iS TO SHOW NEW CONSTRUCTION ONLY.GG SHALL PROVIDE 1. ELECTRICAL FIXTURES&COMPONENTS ARE TO BE LABELED IN ACCORDANCE WiTH SECTION I. R302.9.2 SMOKE-DEVELOPED INDEX:WALL AND CEILING FINISHES SHALL HAVE A SMOKE- CONSTRUCTION, PRE-ENGINEERED WOOD ROOM AREA HEIGHT LIGHT % VENTILATION 7. EGRESS ALL REQUIRED DEMOLITION AND REMOVE ONLY THOSE EXISTING ITEMS REQUIRED TO E3303.INTERRUPTING RATING OF CIRCUIT PROTECTIONS IS TO COMPLY WITH SECTION E3304. DEVELOPED INDEX OF NOT GREATER THAN 45 CONSTRUCTION AND/OR TIMBER LIVING RM 42-4 SF VARIES 166 SF 3q% 138 SF 32% 138 SF ACCOMPLISH THE NEW CONSTRUCTION AS SHOWN.RETAIN OR RELOCATE THOSE ITEMS NOT FOR EQUIPMENT WORKING SPACE AND CLEARANCE SEE SECTION E3305.ELECTRICAL 2. R302.10 FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX FOR INSULATION:FLAME SHOWN TO BE REMOVED OR WHERE CALLEm TO BE RELOCATED. CONDUCTOR MATERIAL,SIZE,INSULATION AND CONNECTIONS ARE TO COMPLY WITH SPREAD AND SMOKE-DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH CONSTRUCTION IN RESIDENTIAL STRUCTURES. KITCHEN/DINING 575 SF q'-O" 1.44 SF 25% 120 SF 21% 120 SF 2. ALL DESIGN,FABRICATION AND CONSTRUCTION WORK SHALL BE CONDUCTED IN SECTIONS E3306 AND E3307. SECTIONS R302.10.1 THROUGH R302.10.5. (IN ACCORDANCE WITH TITLE 19 NYCRR PART 1265) FAMILY RM 276 SF 9'-0" 80 SF 29% 40 SF 157- 40 SF ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL CODES AND ORDINANCES 2. ELECTRICAL SERVICE LOADS ARE TO COMPLY WiTH CHAPTER 35.T 3. R302.20.1 INSULATION:INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR INCLUDING BUT NOT LIMITED TO THE FOLLOIWING: 3. HE RATING OF UNGROUNDED CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3502. RETARDERS AND VAPOR-PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING BEDRM#1 171 SF 9'-O" q5 SF 55% 47 SF 27% 47 SF • WFCM s"028 4. SIZING OF CONDUCTORS IS TO BE IN ACCORDANCE WITH SECTION E3503. ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL SPACES AND ATTICS SIGNS IDENTIFYING THE EXISTENCE OF TRUSS CONSTRUCTION SHALL CONSISTS OF A CIRCLE 6"IN DIAMETER WITH A STROKE WIDTH OF Ill THE SIGN BEDRM#2 120 SF VARIES 18 SF 15% 18 SF 15% 18 SF • RESIDENTIAL BUILDING CODE OF NYS 2-020 5. BRANCH CIRCUIT VOLTAGE LIMITATIONS AND CURRENT RATINGS ARE TO COMPLY WITH SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 2s WITH AN ACCOMPANYING SMOKE ' • ENERG'r CONSERVATION CONSTRUCTION CODE OF NYS 2020 CHAPTER 36#38. DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 BACKGROUND SHALL BE REFLECTIVE WHITE IN COLOR.THE CIRCLE AND CONTENTS BEDRM#3 142 SF VARIES 18 SF 13% 18 SF 13% 18 SF • MECHANICAL CODE OF NYS 2020 6. ELECTRICAL GROUNDING SYSTEM 15 TO COMPLY WITH SECTION E3508. OR UL 723. SHALL BE REFLECTIVE RED IN COLOR,CONFORMING TO PANTONE MATCHING MASTER BEDRM 1q1 SF VARIES 68 SF 36% 60 SF 31% 42 SF • PLUMBING CODE OF NYS 2020 7. REQUIRED RECEPTACLE OUTLETS,GFI PROTECTIONS,LIGHTING OUTLETS ARE TO COMPLY ExcEFrnonls: SYSTEM(PMS)#187.WHERE A SIGN IS DIRECTLY APPLIED TO A DOOR OR SIDELIGHT, BEDRM#5 171 SF VARIES 5o SF 2q% 42 SF 17% 42 SF ELECTi:iCAL CODE OF NYS 2020 WITH CHAPTER 38.ENCLOSED ELECTRICAL WIRING 15 TO COMPLY WITH TABLES E3804.6(1) A. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES,THE IT MAY BE A PERMANENT NON-FADING STICKER OR DECAL.SIGNS NOT DIRECTLY 3. DO NOT SCALE THE DRAWINGS.ANY DISCREPANCIES Sk4tl,BE REPORTED,IN WRITING,TO THROUGH(10). FLAME SPREAD INDEX AND SMOKE-DEVELOPED INDEX LIMITATIONS DO APPLIED TO DOORS OR SIDELIGHTS SHALL BE OF STURDY,NON-FADING,WEATHER THE ARCHITECT FOR CLARIFICATION. 8. ELECTRICAL DEVICES AND LIGHTING FIXTURES ARE TO COMPLY WITH CHAPTER 3q. NOT APPLY TO THE FACINGS,PROVIDED THAT THE FACING IS INSTALLED RESISTANT MATERIAL. 4. WHERE CONFLICT.>ARISE THE MORE STRINGENT CODE REQUIREMENTS SHALL APPLY. q. ELECTRICAL CONDUCTOR PENETRATIONS THROUGH BUILDING,STRUCTURAL COMPONENTS IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE THE CONSTRUCTION TYPE LL REFER TO THE LEGAL OWNER OF THE PROPERTY AND PREMISES ARE TO COMPLY WiTH SECTION E3302. CEILING,FLOOR OR WALL FINISH. ALL HABITABLE ROOMS SHALL PROVIDED NATWITURAL AGGREGATE GLAZING AREA O NOT LESS THAN 5. THE TERM'OWNER'SHA DESIGNATION SHALL BE 8%OF THE FLOOR AREA OF SUCH ROOMS,NATURAL VENTILATION SHALL BE THROUGH WINDOWS, AND ITS AGENTS OR REPRESENTATIVES. 1-0. THE CONTRACTOR SHALL PROVIDE ALL LABOR,MATERIALS,EQUIPMENT,AND APPLIANCES, 6. CELLULOSE FIBER LOOSE-FILL INSULATION,THAT IS NOT SPRAY 6"DIIA _ e "I","II","I11","IV"OR"T TO DOORS,LOUVERS OR OTHER APPROVED OPENINGS TO THE OUTDOOR AIR,SUCH OPENINGS SHALL 6. THE GENERAL CONTRACTOR 15 RESPON5IBLLE FOR COORDINATION OF WORK WITH ALL AND PERFORM ALL OPERATIONS FOR THE WORK SHOWN ON THE DRAWINGS.THE APPLIED,COMPLYING WITH THE REQUIREMENTS OF SECTION R:302.1o.3, TRADES So THAT NO CONFLICT OR DEFIG15tll RESULTS IN THE COMPLETED WORK. INSTALLATION SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE,ALL SHALL NOT BE REQUIRED TO MEET THE SMOKE-DEVELOPED INDEX OF REFLECTIVE RED- INDICATE THE CONSTRUCTION BE PROVIDED WITH READY ACCESS OR SHALL OTHERWISE H READILY CONTROLLABLE BY THE PANTONE(PMS)8187 CLASSIFICATION OF THE BUILDING OCCUPANTS.THE MINIMUM OPENABLE AREA TO THE OUTDOORS SHALL BE 4%OF THE 7. THE GENERAL CONTRACTOR SHALL DETEPLMINE AND/OR VERIFY THE ACTUAL LOCATION OF REQUIREMENTS PER AUTHORITY HAVING JURISDICTION.THE CONTRACTOR SHALL OBTAIN NOT MORE THAN 450 AND SHALL 6E REQUIRED TO MEET A SMOKE- ANY AND ALL UTILITIES,ALL SUPPLY,WASTTE AND HEATING PIPING AND RELATED ITEMS AND PAY FOR ANY PERMITS REQUIRED FOR THE INSTALLATION OF THE SPEGFIED WORK DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN V STRUCTURE UNDER SECTION FLOOR AREA BEING VENTI!ATED(R3o3.1) PRIOR TO COMMENCEMENT OF WORK.ALL(COSTS INCURRED SHALL BE THE RESPONSIBILITY AND WORK REQUIRED BY OTHER CONTRACTORS.ALL ELECTRICAL EQUIPMENT SHALL BE ACCORDANCE WITH CANEULG CODES AND STANDARDS 602 OF THE BCNYS. ExcEPrroNs OF THE CONTRACTOR U/L APPROVED. C. FOAM PLASTIC INSULATION SHALL COMPLY Wu.H SECTION R31-6. _ 1. THE GLAZED AREAS NEED NOT BE OPENABLE WHERE THE OPENING Is NOT 8. EXISTING DRAWINGS ARE TO AID IN THE UNIDERSTANDING OF THE NEW WORK AND SHALL I.I. THE ELECTRICAL CONTRACTOR SHALL PROVIDE LOCATIONS OF RECEPTACLES,SWITCHES, 4. R302.10.2 LOOSE-FILL INSULATION:LOOSE-FILL INSULATION MATERIALS THAT CANNOT BE RELECTIVE REQUIRED BY SECTION R310 AND A WHOLE-HOUSE MECHANICAL NOT BE DEEMED TO SHOW ALL EXISTING CONDITiONS,NOR SHALL THEY SUBSTITUTE FOR SWITCH OPERATED RECEPTACLES AND LIGHTING LOCATIONS AS REQUIRED FOR PERMITTING MOUNTED IN THE ASTM E 84 OR UL 723 APPARATUS WITHOUT A SCREEN OR ARTIFICIAL � WHTE VENTILATION SYSTEM iS INSTALLED IN ACCORDANCE WiTH SECTION M15o5. � F FIELD VISITS AND SCOPE OF WORK SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE-DEVELOPED LIMITS OF F RI � 1/2"STROKE z. THE GLAZED AREAS NEED NOT BE INSTALLED IN ROOMS WHERE EXCEPTION q. VERIFY ALL FIELD CONDITIONS PRIOR TO EACCUTION OF THE WORK AND NOTIFY ARCHITECT 12. THE ELECTRICAL CONTRACTOR SHALL FURNISH CERTIFICATE OF INSPECTION ATTESTING SECTION R302.10.1 WHERE TESTED IN ACCORDANCE WITH CAll S102.2. '9114lll ( CIS SATISFIED AND ARTIFICIAL LIGHT O PROVIDED THAT 1s CAPABLE O OF DISGREPANOES OR UNSATISFACTORY WORK. THAT ALL ELECTRICAL WORK HAS BEEN INSPECTED AND 15 IN COMPLIANCE WITH THE FKCEPTION: SIGNS IDENTIFYING THE PRODUCING AN AVERAGE ILLUMINATION OF 6 FCHES(7 DLES(65 LUX)OVER 1-0. PROVIDE ALL TEMPORARY BRACING,SHOR'.IN4,FORMS,ETC.PROVIDE ALL REQUIRED NATIONAL ELECTRIC CODE(LATEST EDITION). A. CELLULOSE FIBER LOOSE-FILL INSULATION SHALL NOT BE REQUIRED TO EXISTIANCE OF TRUSS THE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES(762MM)ABOVE THE TEMPORARY ENCLOSURES To PROTECT THIE NEW AND EXISTING CONSTRUCTION MATERIALS .I 3. THE ELECTRICAL CONTRACTOR SHALL ENSURE THAT ALL FIXTURES WiTHIN PROXIMITY TO BE TESTED IN ACCORDANCE WITH CAN/ULG S102.2,PROVIDED SUCH DESIGNATION FOR STRUCTURAL CONSTRUCTION SHALL CONSISTS FLOOR LEVEL. AND EQUIPMENT FROM THE WEATHER TO FPROTEGT THE UNALTERED AREAS FROM DUST INSULATION ARE t/G RATED CANS APPROVED UNDER THE NATIONAL ELECTRIC,CODE. INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS OF A CIRCLE 6"IN DIAMETER,WITH 3 USE OF SUNROOM AND PATIO COVERS,AS DEFINED IN SECTION R20z,SHALL AND DEBRIS OF CONSTRUCTION. 2.4. THE ELECTRICAL CONTRACTOR SHALL COORDINATE ALL RECEPTACLES WITHIN WET R:3o2.10.1 AND R302.10.3. COMPONENTS THAT ARE OF TRUSS BE PERMITTED FOR NATURAL VENTILATION IF IN EXCESS OF 40 PERCENT OF TYPE CONSTRUCTION B STROKE WIDTH OF 112".THE SIGN THE EXTERIOR SUNROOM WALLS ARE OPEN,OR ARE ENCLOSED ONLY BY 22. THE CONTRACTOR SHALL REPAIR,AT THEIIR OWN EXPENSE,ANY DAMAGE OCCURRING AND/OR EXTERIOR AREAS ARE OF CFI OR WP 4F1 DESIGNATED CIRCUITS REQUIRED UNDER S. R302.10.3 CELLULOSE FIBER GOOSE-FILL INSULATION:CELLULOSE FIBER LOOSE-FILL BACKGROUND SHALL BE FROM THE NEW WORK DUE TO EXPOSURE Tr0 WEATHER OR THEIR MANNER OF METHODS OF THE NATIONAL ELECTRIC,CODE. INSULATION SHALL COMPLY WITH CPSC 1.6 CFR,PARTS 120q AND 14o4.EACH PACKAGE OF -F- REFLECCTIVE WHITE IN COLOR,THE INSECT SGREENfNG. CONSTRUCTION. 15. THE ELECTRICAL CONTRACTOR SHALL COORDINATE AND ENSURE THAT ALL EXTERIOR SUCH INSULATING MATERIAL SHALL 6E CLEARLY LABELED IN ACCORDANCE WITH CPSG 26 F FLOOR FRAMING,INCLUDING 12. PROVIDE ALL REQUIRED CUTTING,FITTING,AND PATCHING FOR THE PLUMBING, FIXTURES ARE RATED FOR SUCH APPLICATION. CFR,PARTS I20q AND 1404. GIRDERS AND BEAMS RICLE AND CONTENTS SHALL BE WHERE THE TESTED AIRINFILTRATION RATE R A DWELLING UNIT IS 5 AIR CHANGES PER HOUR OR LESS MECHANICAL AND ELECTRICAL TRADES 6. R3D2.20.4 EXPOSED ATTIC,INSULATION:EXPOSED INSULATION MATERIALS INSTALLED ON REFLECTIVE RED IN COLOR, WHERE TESTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCH W.G.(5-0 PA)IN ACCORDANCE 13. PROVIDE ALL REQUIRED MISCELLANEOUS TROUGH AND FINISH CARPENTRY,HEADERS, PLUMBINC NOTES: ATTIC,FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.1.2.WATT PER "R" ROOF FRAMING CONFORMING TO M(PMS)E ME H SECTION VENTIN1-102LATION 4.1.2,THE DWELLING E T SHALL BE PROVIDED WITH WHOLE-HOUSE SQUARE CENTIMETER. MATCHING SYSTEM(PMS)#18T. MECHANICAL VENTILATION IN ACCORDANCE WITH SECTION M1505.4.(R303.4) LINTELS,BLOCKING,FURRING.TRIMMING,Era 14. PROVIDE ALL REQUIRED PLUMBING,VENT 11-ATiON,AND ELECTRICAL CONNECTIONS FOR ALL C. PLUMBING.SANITARY,COLD AND HOT WATER AND ALL OTHER PIPING SHALL CONFORM TO 7. R302.20.5 TESTING:TESTS FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE "FR"I FLOOR AND ROOF FRAMING WHERE SIGN IS DIRECTLY EXHAUST FANS NOTES• APPLIANCES AND EQUIPMENT. ALL LOCAL,COUNTY&TOWN REQUIREMENTS AND THE REQUIREMENTS OF THE WITH ASTM E q70. APPLIED TO A DOOR OR SIDELIGHT, IS. ALL WORK SHALL.CONFORM TO LOCAL,STATE AND NATIONAL BUILDING CODES. S. R302.11 FIREBLOCe'IN4:IN COMBUSTIBLE CONSTRUCTION,FiREBLOCKING SHALL BE IT MAY BE A PERMANENT RESIDENTIAL BUILDING CODE OF NEW PORK STATE,LATEST EDITION. I. THE CLOTHES DRYER EXHAUST SYSTEM IS TO BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS 16. NO NOTE OR DETAIL OR LACK THEREOF SHAALL BE CONSTRUED AS REUEViN4 THE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS NON-FADING STICKER OR DECAL. z 2. THE USE OF LEAD SOLDER IN PIPING JOINTS is STRICTLY PROHIBITED BY LAW. AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES,AND BETWEEN A TOP STORY SIGNS NOT DIRECTLY APPLIED TO AND IS TO CONVEY THE MOISTURE AND THE PRODUCTS OF COMBUSTION OT THE OUTSIDE OF THE CONTRACTOR FROM THE EXECUTION OF AL.L WORK IN ACCORDANCE WITH ALL STATE AND 3. ALL HYPRONIC HEATING SUPPLY AND HOT WATER PIPES SHALL BE INSULATED. PLEASE TAKE NOTICE THAT THE AND THE ROOF SPACE. DOORS OR SIDELIGHTS SHALL BE BUILDING IN ACCORDANCE WITH M1502 OF THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE. OR LOCAL CODES.THE DRAWINGS ARE 1NREY TO r E R COMPLETE.SHOULD ANYTHING BE 4. ALL WATER SUPPLY LOCATED WITHIN CRAWL SPACES SHALL BE INSULATED. (CHECK ALL THAT APPLY): DUCTS THAT EXHAUST CLOTHES DRYER ARE NOT TO PENETRATE FIRE RATED WALLS UNLESS SUCH 9. FfREBLOCKING SHALL BE PROVIDED IN WOOD-FRAMED CONSTRUCTION IN THE FOLLOWING 5. THE PLUMBING CONTRACTOR SHALL OBTAIN ALL PERMITS AND PAY ALL FEES REQUIRED OF STURDY,NON-FADING, DUCTS ARE CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM WITH THICKNESS SPECIFIED IN d OMITTED FROM THE DRAWINGS,NEGESSARtY TO THE PROPER CONSTRUCTION OF THE WORK Z HEREIN DESCRIBED,IT SHALL BE THE DUT7Y OF THE CONTRACTOR TO NOTIFY THE FOR THEIR WORK. LOCATIONS: WEATHER RESISTANT MATERIAL.. A. IN CONGEALED SPACES OF STUD WALLS AND PARTITIONS,lNGLUDING FURRED ® NEW RESIDENTIAL STRUCTURE SECTION R309.1.1.AND THE FiRE RESISTANCE RATING IS MAINTAINED. O ARCHITECT. 6. SERVICE WATER HEATERS AND BOILERS ARE TO COMPLY WiTH CHAPTER 20 AND CHAPTER u 1 CONTRACTOR IS THE CONTRACTO IS SOLELY28.SEE ALSO SECTION G2408(305)FOR CL RESPONSIBLE-FOR MEANS AND METHODS OF CONSTRUCTION SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS,AS FOLLOWS: EARANCE REDUCTIONS.SEE SECTION G240q(308). n ADDITION TO EXISTING RESIDENTIAL STRUCTURE TABLE M7505.4.4 AND FOR SEQUENCES AND PROCEDURES TO BE USED. a. VERTICALLY AT THE CEILING AND FLOOR LEVELS. IN ADDITION THE BOILER IS TO COMPLY WITH SECTION 42452(632). 1r. HORIZONTALLY AT INTERVALS NOT EXCEEDING io FEET(3048 MM) MINIMUM REQUIRED LOCAL EXHAUST RATES FOR ONE-AND TWO-FAMILY 04 18. RESGHECK INFORMATION PROVIDED ON SHdEET GN-3 7. FUEL GAS PIPING SYSTEM MATERIALS,COMPONENTS,FABRICATION,ASSEMBLY, 19. REQUEST FOR FINAL PAYMENT MUST BE ACCCOMPANIED WITH A WAIVER OF LIENS,SIGNED BY INSTALLATION TESTING METHODS,OPERATION AND MAINTENANCE SHALL BE IN 6. AT INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL REHABILITATION TO EXISTING RESIDENTIAL STRUCTURE DWELLINGS Z ALL SUBCONTRAI:TORS AND MATERIAL SUIPPL-MR,iN ADDITION TO THE GENERAL ACCORDANCE WITH SECTION 42-401(10()6249.7(406).GAS PIPING 15 TO BE DESIGNED IN SPACES SUCH AS OCCUR ET SOFFITS,DROP CEILINGS AND COVE CEILINGS. CONTRACTOR G. IN CONGEALED SPADES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF AREA TO BE ACCORDANCE WITH SECTION 4241.3(402)PIPING MATERIALS ARE TO COMPLY WITH SECTION TO BE CONSTRUCTED OR PERFORMED AT THE SUBJECT EXHAUSTED THE RUN.ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION EXHAUST RATES 20. PROVIDE OWNER WITH ALL CERTIFICATES COF INSURANCE G2414(403)STRUCTURAL MEMBERS ARE NOT TO BE WEAKENED BY INSTALLATION OF GAS rmrq 21. THE ARCHITECT 14AS NOT BEEN RETAINED FOR CONSTRUCTION ADMINISTRATION OR PIPING IN ACCORDANCE WITH SECTION 62405(302).PIPING INSTALLATION is TO COMPLY R3D2'7' PROPERTY REFERENCED LOWER RIGHT WILL MANAGEMENT. WITH G2415(404)LINKS iN PIPES ARE NOT ACCEPTABLE iN ACCORDANCE WITH SECTION D. AT OPENINGS AROUND VENTS,PIPES,DUCTS,GABLES AND WIRES AT CEILING ANDLj UTILIZE{CHECK EACH APPLICABLE LINE): k,t<r?l 10D cfm intermittent or 25 cfm continuous 22. THE OWNER AND THE ARCHITECT HAVE THEE AUTHORITY TO REJECT WORK THAT DOES NOT G2414(406). p ty FLOOR LEVEL,WiTH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF Bathrooms-Toilet Mechanical exhaust ca acl of so cfm Z CONFORM TO THE DRAWINGS.THE CONTRACTOR SHALL CORRECT ALL WORK REJECTED AT FLAME AND PRODUCTS OF COMBUSTION.THE MATERIAL FILLING THIS ANNULAR � TRUSS TYPE CONSTRUCTION{TT) 8. 4A5 PIPING IS NOT TO BE USED AS A GROUNDING CONDUCTOR FOR ELECTRIC AND CONTROL Rooms intermittent or 2D cfm continuous O NO ADDITIONAL COSTS. SYSTEMS. SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. Q23. THE ARCHITECT>HALL NOT BE RESPONSIB6LE FOR THE PERFORMANCE OF THE WORK OF THE q, GAS PIPING IS TO BE TESTED FOR LEAKS IN ACCORDANCE WITH 42415.16(404.16). REFER TO E. FOR THE FIREBLOCKfNG OF CHIMNEYS AND FIREPLACES,SEE SECTION R1003.Iq. ® PRE-ENGINEERED WOOD CONSTRUCTION(PW) -, F. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING iS REQUIRED AT THE GENERAL CONTRACTOR OR SUBCONTRACTfORS NOR SHALL HE/SHE GUARANTEE THE [-� SECTION G2417(406)FOR ADDITIONAL NOTES OF COMPLIANCE. LINE OF DWELLING UNIT SEPARATION. C) PERFORMANCE OF THEIR CONTACTS. 10. GAS SHUTOFF VALVES ARE TO 6E PROVIDED IN ACCORDANCE WITH SECTIONS 62420(40q) TIMBER CONSTRUCTION ITC) U 24. THE CONTRACTOR IS 0604ATED TO COMPILETE ALL ITEMS AS DESCRIBED IN THE FINAL, AND 42422(411). 10. R302.11.1 FIREBLOCKIN4 MATERIALS:EXCEPT AS PROVIDED IN SECTION R302.11,ITEM 4, W REVISED PUNCH LIST AT THE CLOSEOUT OF THE CONSTRUCTION. FIREBLOCKING SHALL CONSIST OF THE FOLLOWING MATERIALS: Z I.I. WATER AND DRAINAGE PLUMBING is TO BE INSTALLED!N ACCORDANCE WITH SECTION � 25. IF ANY CONTRACTOR OR SUBCONTRACTOR.OBJECTS TO THE 6 CHARACTER OF THE DETAILS P203.WOOD FRAME DRILLING,AND NOTCHING ARE TO BE IN ACCORDANCE WITH P2103.2. A. TWO-iNCFI(51 MM)NOMINAL LUMBER IN THE FOLLOWING LOCATION(S)(CHECK ALL APPLICABLE): ZHE/SHE SHALL NOTIFY THE ARCHITECT PRr'OR TO CONTINUATION OF THE WORK. PIPE PROTECTION AGAINST PHYSICAL DAMAGE AND CORROSION IS TO BE IN ACCORDANCE 6. TWO THICKNESS OF 1-INCH(2-5.4 MM)NOMINAL LUMBER WITH BROKEN LAP E 26. THESE CONSTRUCTION DOCUMENTS AND A,LL COPYRIGHTS CONTAINED HEREIN ARE THE WITH P2603.2.1 AND P2603.3 RESPECTIVELY.REFER TO P2603.4 AND P2603.S FOR PIPES IN JOINTS. FLOOR FRAMING,INCLUDING GIRDERS AND BEAMS(F) M SOLE PROPERTY OF THE ARCHITECT AND(CAN NOT BE USED FOR ANY OTHER MEANS. FIRE-RATED ASSEMBLIES AND FOR PIPES THROUGH FOOTINGS OR FOUNDATION WALLS C. ONE THICKNESS OF 23 132-INCH(28.3 MM)WOOD STRUCTURAL PANELS WITH pa 27. ALL WARRANTEES ASSOCIATED,BUT NOT CLIMITEP TO ROOFING,WINDOWS,SIDING AND RESPECTIVELY.PiPE PENETRATIONS THROUGH FOUNDATION WALLS ARE TO BE SLEEVED JOINTS BACKED BY 23132-INCH(18.3 MM)WOOD STRUCTURAL PANELS. ROOF FRAMING (R) E] APPLIANCES SHALL 6E SUPPLIED BY THE C_'ONTRACTORTO THE OWNER IN WRrTINCr NO WITH A SLEEVE TWO PIPE SIZES GREATER THAN THE PiPE PASSING THROUGH,IN P. ONE THICKNESS OF 314-INCH(19.1 MM)PARTICLEBOARD WITH JOINTS BACKED BY LATER THAN PROJECT CLOSEOUT. ACCORDANCE WiTH P2603.s.PIPE SUPPORTS ARE TO COMPLY WITH SECTION P2605.TABLE 3/4-INCH(1q.1 MM)PARTICLEBOARD. ® FLOOR FRAMING AND ROOF FRAMING(FIR)rFNER4L ARC.NITEGTURAL NOTES: P2605.1 APPLIES EXCEPT LEAD PIPE IS NOT To BE USED.PIPE MATERIALS ARE TO COMPLY E. ONE-HALF-INCH(12.7 MM)GYPSUM BOARD. ul WITH SECTION P2608.PRESSURE RELIEF DEVICES FOR WATER HEATER ARE TO BE PROVIDED F. ONE-QUARTER-INCH(6.4 MM)CEMENT-BASED MiLLBOARD. 1. REFER TO ALL APPLICABLE NOTATIONS OM PLANS,ELEVATIONS,SECTIONS AND AND ARE TO COMPLY WITH SECTION P2603.FIXTURE TRAPS ARE TO COMPLY WITH SECTION G. BATTS OR BLANKETS OF MINERAL WOOL OR CLASS FIBER OR OTHER APPROVED A(i8REV1AT10NS AND SYMBOLS: Z MATERIALS INSTALLED IN SUCH A MANNER AS TO BE SECURELY RETAINED IN W DETAILS,TYPICAL OF ALL DRAWIN(Z. P3201. PLACE TABLE R401.4.1 PRESUMPTIVE LOAD-BEARING VALUES OF FOUNDATION MATERIALSa � -- 2. iT IS THE GENERAL CONTRACTORS RESPOWSIBILiTY TO COORDINATE LIGHTING,SECURITY 12. ALL WORK SHALL MEET OR EXCEED THE LATEST REQUIREMENTS OF ALL NATIONAL,STATE, ALUM ALUMINUM U CONTROLS,HVAC DUCT WORK AND GRILLE'S WITH GRAMING,SEE ELECTRICAL,SECURITY, COUNTY,MUNICIPAL AND OTHER AUTHORITIES WHO HAVE JURISDICTION. H. CELLULOSE INSULATION INSTALLED AS TESTED IN ACCORDANCE WITH ASTM E 21q OR UL 263,FOR HE SPECIFIC APPLICATION. OF BI-FOLD - 0 HVACAND INTERIOR ELEVATIONS PRAWiNIGS FOR LOCATIONS. 23. ALL REQUIRED PERMITS AND INSPECTION CERTIFICATES SHALL BE OBTAINED,PAID FOR, LOAD-BEARING 6RNG BEARING C) 3. ASSUMED SOIL BEARING CAPACITY 2 NS;/SF.TO SUBJECT TO INSPECTION AND VERIFICATION AND FURNISHED TO THE OWNER AT THE COMPLETION OF THE PROJECT BY THE 11. R302.11.1.1 BAT TS OR BLANKETS OF MINERAL OR GLASS FIBER: BAiTS OR BLANKETS OF CLASS OF MATERIAL PRESSURE C-J- CEILING JOIST CONTRACTOR MINERAL OR GLASS FIBER OR OTHER APPROVED NONRIGID MATERIALS SHALL BE 0 - BY GEOTEGHNfGf1L REPORT AND OR LOGA.L AUTHORITY. (pounds per square foot CL CENTER LINE PERMITTED FOR COMPLIANCE WITH THE 10-FOOT(3048 MM)HORIZONTAL FIRE6LOCKING IN (P P Q ) 4. NEW CONSTRUCTION/FOUNDATION TO BE:STAKED OUT AND ALL REQUIRED BUILDING GLNG CEILING `' F'-' DIMENSIONS AND SETBACKS ARE TO BE FIEELD VERIFIED AND APPROVED BY A LICENSED WALLS CONSTRUCTED USING PARALLEL STAGGERED STUDS.OF STUDS OR STA STUDS. Crystalline bedrock 12,000 CO CLEAN OUT/CASED OPENING U HVAG NOTES: 12. R3o2.11.1.2 UN FACED FIBERGLASS:UNFACED FIBERGLASS BATT INSULATION USED AS CONT CONTINUOUS SURVEYOR PRiOR TO COMMENCEMENT OF'ANY AND ALL CONSTRUCTION. '� FIREBLOCKING Sltia(E.FILL THE ENTIRE GROSS SECTION OF THE WALL CAVITY TO A HEIGHT OF Sedimentary and foliated rock 4,000 94 R 5. ALL STEEL,INCLUDING COLUMNS,BEAMS, LINTELS, ETC.IN CONTACT WiT4 MASONRY,TO BE I. HVAG IS TO COMPLY WITH SECTION N1301.HEATING AND COOLING EQUIPMENT G TO BE NOT LESS TJAN ib 1NC,HES(406 MM)MEASURED VERTICALLY.WHERE PIPING,CONDUIT OP CT COLLAR TIE COVERED WITH C,CP PERM-A-BARRIER WALL MEMBRANE. DESIGNED IN ACCORDANCE WITH M2401.3. DUCT SYSTEM FOP,HVAC SIMILAR OBSTRUCTIONS ARE ENCOUNTERED,THE INSULATION SHALL BE PACKED TIGHTLY 1S TO BE FABRICATED IN Sandy gravel and/or gravel(GW and GP) 3,000 CM CONCRETE MASONRY UNIT O 6. ALL STEEL TO RECEIVE TWO SHOP COATS(OF TYNEMEC RUST RESISTANT PAINT AND ONE D DRYER ACCORDANCE WITH SECTION M1601.THICKNESS OF ALUMINUM AND GALVANIZED SHEET AROUND THE OBSTRUCTION. Sand,silty sand,clayey sand,silty gravel PIA U FIELD COAT TOUGH UP,TYPICAL. METAL ARE TO BE IN ACCORDANCE WITH TABLE M1601.1.1. DIAMETER 7. ALL STEEL LINTELS AND OR ANGLES TO BEE GALVANIZED STEEL,TYPICAL. 23. R302.1C.1.3 LOOSE-FILL INSULATION MATERIAL: LOOSE-FILL INSULATION MATERIAL SHALL and clayey gravel(SW,SP,SM,SC,GM 2,000 P.J. DECK JOIST 2. ALL BATHROOMS AND POWDER ROOMS WITHOUT NATURAL VENTILATION SHALL SE VENTED NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER and GC DN DOWN ISSUES / REVISIONS ❑ S. GENERAL CONTRACTOR TO PROVIDE PIPiWC POCKETS AND 4"AND 6"DIAMETER SLEEVES AS PER SECTION M25o6 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020:PROVIDE A ) INTENDED FOR USE TO DEMONSTRATE ITS ABILITY TO REMAIN IN PLACE AND TO RETARD DW DISH WASHER BELOW SLABS AND IN FOUNDATION WALLS;FOR DRAINAGE,SEPTIC,PLUMBING,ELECTRICAL, SWITCH-CONTROLLED EXHAUST FAN WITH A CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM THE SPREAD OF FIRE AND HOT GASES. Clay,sandy,silty clay,clayey silt,silt and DESCRIPTION DATE No. WATER,ETC.TYPICAL REVIEW WITH ARGHI4TECT AND ALL SUB-CONTRACTORS FOR NUMBER CONTINUOUS. 1,500b FAI FRESH AIR INTAKE AND REQUIREMENTS PRIOR TO POCKET Af+ND SLEEVE INSTALLATION AT CONCRETE WALL 14. R302.12.2 FIRESLOCKING INTEGRITY:THE INTEGRITY OF FIREBLOGKS SHALL BE MAINTAINED. sandy Siltclay(CL,ML,MH and CH) F.F. FINISHED FLOOR ISSUED FOR BUILDING PERMIT 11/28/2 1 3. APPLIANCES SHALL BE ACCESSIBLE FOR INSPECTION,SERVICE,REPAIR AND REPLACEMENT 1.5. R302.12 DRAFTSTOPPIN4:IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE F.J. W AND SLAB POURS. WITHOUT REMOVING PERMANENT CONSTRUCTiON,OTHER APPLIANCES,OR ANY OTHER For F 1 pound per square foot=0 0479 kPa FLOOR T JOIST BOTH ABOVE AND BELOW THE CONGEALED SPADE OF A FLOORCEILfNG ASSEMBLY, P q FR FIRE RATED q. ALL SLEEPING ROOMS TO HAVE AT LEAST r ONE EGRESS WINDOW: PIPING OR DUCTS NOT CONNECTED TO THE APPLIANCE BEING INSPECTED,SERVICED, DRAFTSTOPS SHALL BE INSTALLED SO HAT HE AREA OF THE CONGEALED SPACE DOES NOT GALV R a Where soil tests are required by Section R4014T the aflov,able bearing capacities of the soil shall be part of the recommendations GALVANIZED SILL H'El4HT=44"AFF-MAXIMUM( REPAIRED OR REPLACED.A LEVEL WORKING SPACE NOT LESS THAN 30 INCHES DEEP AND b Where the building official determines that in-place soils with an allowable bearing capacity of less than 1,600 sf are like) to be resent t C'WB GYPSUM WALL BOARD O EXCEED 1,000 SQUARE FEET(92.4 M2).DRAFTSTOPPIN4 SHALL DIVIDE THE CONCEALED . NET CLEAR OPENING=5.7 SF 3o INCHES WIDE(762 MM BY 762 MM)SHALL BE PROVIDED IN FRONT OF THE CONTROL SiDE SPACE INTO APPROXIMATELY EQUAL AREAS.WHERE THE ASSEMBLY IS ENCLOSED BY A P Y p a the site.the allowable bearing capacity shall be determined by a soils investigation NET CLEAR HEIGHT=24"MIN. TO SERVICE AN APPLIANCE. HDG HOT DIPPED GALVANIZED Q NET CLEAR WIDTH=20'MIN. FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW,DRAFTSTOPPiNG SHALL BE 4. M2305.1.1 FURNACES AND AIR HANDLERS:FURNACES AND AIR HANDLERS WITHIN PROVIDED IN FLOOR-CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: HDR HEADER 10. STAIR CONSTRUCTION TO COMPLY WITH TH-fE FOLLOWING: COMPARTMENTS OR ALCOVES SHALL HAVE A MINIMUM WORKING SPACE CLEARANCE OF 3 TABLE R402.2 MINIMUM SPECIFIED COMPRESSIVE STRENGTH OF CONCRETE HT HEIGHT A. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. Z RISER:4"MIN.,8 1E4"MAX LVL LAMINATED VENEER LUMBER � INCHES(76 MM)ALONG THE SIDES,BACK AND TOP WITH A TOTAL WIDTH OF THE ENCLOSING B, FLOOR FRAMING IS CONSTRUCTED OF TRUSS-TYPE OPEN-WEB OR PERFORATED � TREAD: q"MIN.RISER FACE TO FFACE SPACE BEING NOT LESS THAN 12 INCHES(305 MM)WIDER THAN THE FURNACE OR AIR MEMBERS MINIMUM SPECIFIED COMPRESSIVE STRENGTH` T MEM MEMBRANE W HANDRAIL HEIGHT:34"MIN.,38"'MAX. HANDLER.FURNACES HAVING A FIREBOX OPEN TO THE ATMOSPHERE SHALL HAVE NOT LESS { c) NTSMra MANUFACTURED • GUARDRAIL:36"MIN,W/4"MAX.ON CENTER SPACING• 16. R302.12.1 MATERIALS: DRAFfSTOPPING MATERIALS SHAH.BE NOT LESS THAN 1/2-INCH TYPE OR LOCATION OF CONCRETE CONSTRUCTION b NTS NOT TO SCALE 11. HARD WIRED RPRA DETECTORS W/BATTERY BACK-UP SHALL BE LISTED BY AN APPROVED THAN A 6-INCH(152 MM)WORKING SPACE ALONG THE FRONT COMBUSTION CHAMBER SIDE. (12.7 MM)GYPSUM BOARD,318-INCH(q.5 MM)WOOD STRUCTURAL PANELS OR OTHER Weathering Potential COMBUSTION AIR OPENINGS AT THE REAR OR SIDE OF THE COMPARTMENT SHALL COMPLY O.C• ON URETER AGENCY AND SHALL BE INSTALLED AS FOLLLOWS: APPROVED MATERIALS ADEQUATELY SUPPORTED.DRAFTSTOPPING SHALL BE INSTALLED Negligible Moderate Severe P.C. POURED CONCRETE ��JJJ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND WITH THE REQUIREMENTS OF AFTER 17. P.T. PRESSURE TREATED SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO PARALLELTOTHEFLOORFRAMINGMEMBERSUNLESSOTHERWISEAPPROVED . THE Basement walls,foundations and other concrete not exposed to the weather 2,500 2,500 2,500` THIS PROJECTANDAFE NOTTO 86 USED ONANY OTHER PROJECT.SUBMISSION OR DISTRIBLUIONTO ` IN ALI.BEDROOMS EXCEPTION:THIS SECTION SHALL NOT APPLY TO REPLACEMENT APPLIANCES BUILDING OFFICIAL.THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. R RISER MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WfTH THE CZ.7 IN HAI-LWAYS IN FRONT OF BEDFROOM DOORS INSTALLED iN EXISTING COMPARTMENTS AND ALCOVES WHERE THE WORKING 17. R3o2.23 FIRE PROTECTION OF FLOORS:FLOOR ASSEMBLIES THAT ARE NOT REQUIRED Basement slabs and interior slabs on grade,except garage floor slabs 2,500 2,500 2,500` PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON � AT THE TOP OF ALL FLIGHTS OF:STAIRS AT EACH FLOOR. SPACE CLEARANCES ARE iN ACCORDANCE WITH THE EQUIPMENT OR APPLIANCE W 12. HARDWIRED CARBON MONOXIDE DE7ECT(ORS W/BATTERY BACK-UP SHALL BE INSTALLED ELSEWHERE IN THIS CODE TO BE FIRE-RESISTANCE RATED,SHAH.BE PROVIDED WITH A E ROOF DRAIN LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Basement walls,foundation walls,exterior walls and other vertical concrete REF REFRIGERATOR Q OUTSIDE FOR EACH SLEEPING AREA.GARry30N MONOXIDE DETECTORS SHALL BE LISTED BY 1/2-INCH(12.7 MM)GYPSUM WALLBOARD MEMBRANE,5/8-INCH(16 MM)WOOD work exposed to the weather 2,504 3,OODd 3,DOOd REQ'D REQUIRED WINDOW& DOOR NOTES: STRUCTURAL PANEL MEMBRANE,OR EQUfVALENI ON THE UNDERSIDE OF THE FLOOR RR. ROOF RAFTER New Construction U AN APPROVED AGENCY. t- 13. ALL DIMENSIONS ARE SHOWN TO ROUGH FRAMING,NOT FINISHED UNLESS OTHERWISE FRAMING MEMBER PENETRATIONS OR OPENIN4S FOR DUCTS,VENTS,ELECTRICAL OUTLETS, Porches,carport slabs and steps exposed to the weather,and garage floor SCDHS SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES NOTED.DIMENSIONS AT UNDISTURBED EJ<HSTING AREAS ARE TO EXISTING FINISHES. I. WINDOWS AND DOORS ARE TO BE TESTED BY AN APPROVED INDEPENDENT LABORATORY LIGHTING,DEVICES,LUMINARIES,WIRES,SPEAKERS,DRAINAGE,PiPiNG AND SIMILAR slabs 2,500 3,OODd,e f 3,500d e.f T TREAD Stack 14. PROVIDE GOP PERM-A-BARRIER WATERPROOFING SYSTEM WITH 2"OWENS CORNING R141D AND ARE TO BEAR A LABEL IDENTIFYING MANUFACTURER,PERFORMANCE OPENINGS OR PENETRATIONS SHALL BE PERMITTED. TYP TYPICAL W CHARACTERISTICS AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WiTH EXCEPTIONS: For Sh 1 pound per square inch=6 895 kPa. x INSULATION PRC'TECTION BOARD AT FOUNIDATION WALLS PERIMETER FROM TOP OF FOOTING UON UNLESS OTHERWISE NOTED Residence 2. AAMA/NWWDA IOIAS.2/A440,AAMA/WDMA/CSA 101/I.S.2/A440 OR AMP Wo.THIS IS IN 1. FLOOR ASSEMBLIES LOCATED DIRECTLY OVER A SPACE PROTECTED BY a. Strength 26 days TO ADJACENT GRADE AT ALL FOUNDATIOEN WALL EXTERIORS,TIP. gt y psi. VIF VERIFY IN FIELD 15. PROVIDE CENT REMOLDED FILLER JOINT OIN CAULKING EXTERIORS, ENTIRE PERIMETER OF SLAB, ACCORDANCE WITH R60q.3.THE WINDOW AND DOOR ANCHORAGE SYSTEM IS TO COMPLY AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION b See Table R301 2(1)for weathering potential. W WASHER �65o Nassau Point Road - ❑ WITH R60q.7.GLAZING PANES ARE TO BE IDENTIFIED IN ACCORDANCE WITH R308.1 AND P2904,NFPA 130,OR OTHER APPROVED EQUIVALENT SPRINKLER c Concrete in these locations that is subject to freezing and thawing during construction shalt be air-entrained concrete in accordance with Footnote d W/ WITH - TYp. R308.1.1. SYSTEM. 16. PROVIDE A 6"M�N.FOOTING EXTENSION ARROUND FOUNDATION WALLS,UNLESS OTHERWISE d Concrete shall be air-entrained Total air content(percent 65`volume of concrete)shall be not less than 5 percent or more than 7 percent WH WATER HEATER Cutehogue, NY 11935 � NOTED,TIP. 3. ALL EMERGENCY ESCAPE AND RESCUE WINDOW OPENINGS SHALL HAVE A MINIMUM NET 2. FLOOR ASSEMBLIES LOCAED DIRECTLY OVER A CRAWL SPACE NOT a See Section R402 2 for maximum cementtious materials content. WWM WELDED WIRE MESH CLEAR OPENING OF 5.7 SQUARE FEET,MINIMUM OPENING HEIGHT:24",MINIMUM OPENING INTENDED FOR STORA4!7E2R FUEL-FIREPAPPOANCE5. f For garage floors with a steel-troweled finish,reduction of the total air content(percent b volume of concrete to not less than 3 1.7. PROVIDE A V-O"MIN.FOOTING EXTENSiONI AROUND FIREPLACE FOUNDATIONS,TYPICAL. Y ] percent is permitted'rfthe specified compressive strength of the concrete is increased to not less than MAINTAIN A MIN.OF 6"FROM TOP OF FOUWDATION WALL TO FINISH GRADE,NOTIFY WIDTH 20°,AND A MAXIMUM SiLL HEIGHT=44"A.F.F.,AS PER SECTION R310.1.1,R310.1.2, 3. PORTIONS OF FLOOR ASSE'�•1BLfES SHALL BE PERMITTED TO BE 4.000 psi. 18. MAIN ARCHITECT A DISCREPANCY OCCURS. R310.1.3,R310.1.4 OF THE RESIDENTIAL CODE OF NEW YORK STATE. UNPROTECTED WHERE CMPLYIN 7 WITH THE FOLLOWING: - - 4. SAFETY GLAZING 15 REQUIRED IN HAZARDOUS LOCATIONS AS DESCRIBED IN THE A. THE AGGRECXE AREA OF HE UNPROTECTED PORTIONS 1q. PROVIDE CONGR.ETE HARDENER FOR COMCRETE GARAGE SLAB,TYPICAL. TABLE R302.fi I, 20. PROVIDE ATTIC ACCESS AS PER SECTION R2807.1 OF THE RESIDENTIAL BUILDING CODE OF RESIDENTIAL CODE OF NEW YORK<STATE,SECTION R308.4. DOES NOT EXUED 130 SQUARE FEET(7.4 Mz)PER STORY i, / I , l NYS'ATTfG ACCESS OPENING SHALL NOT B3E LESS THAN 22"X30"AND SHALL BE LOCATED fN S. PROTECTION OF OPENINGS REQUIRED iN BUILDINGS LOCATED WiTHIN WINDBORD DEBRIS B. FiREBLOCKINON ACCORDANCE WITH SECTION R302.11.1 is DWELLING-GARAGE SEPARATION � A rLit I LOCATIONS.MEANS OF PROTECTION SHALL MEET THE REQUIREMENTS OF THE LARGE INSTALLED AUNG THE PERIMETER OF THE UNPROTECTED ' - '' A HALLWAY OR OTHER READILY ACCESSIr33LE LOCATION.A 3CY'MIN.UNOBSTRUCTED AR C H I T E C T U R A L HEADROOM IN THE ATTIC SPACE SHALL BEE PROVIDED @SOME Po1NT ABOVE THE ACCESS MISSILE TEST OF STM E1996 AND ASTM E1886 AS MODIFIED 1N SECTION R3o1.2.1.2.1. PORTION TO EPARATE THE UNPROTECTED PORTION FROM SEPARATION MATERIAL ' OPENING.w�ker�MECHANICAL EQUIPMENT-IS LOCATED IN THE A77TC,PROVIDE ACCESS AS 6. ALL GLAZING SHALL BE DOUBLE PANE,LOW-E INSULATED GLASS. THE REMAIN'ER OF THE FLOOR ASSEMBLY. 7. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WiTH THE RESIDENTIAL BUILDING 4. WOOD FLOOR ASSEMBLES USING DIMENSION LUMBER OR STRUCTURAL 2 Not less than 1.f Inch`yP-AII_1 boll�1 or DESIGN, P L L C PER SECTION MI.305.1.3. CODE OF NYS 2020,SECTION R310,TO NOT IMPEDE EGRESS COMPOSITE LUMBER FILIAL TO OR GREATER THAN 2-INCH BY CO-INCH From the residence and itTSCS 21. FiREBLOCKIN4 SHALL BE PROVIDED To CUJT OFF ALL CONCEALED DRAFT OPENINGS(BOTH equivalent applied to the VERTICAL AND HORIZONTAL)AND TO FORAM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES 8. ALL WINDOWS AND DOORS SHALL BE iN COMPLIANCE WITH THE RESIDENTIAL BUILDING (50.8 MM BY 254 MM)OMINAL DIMENSION,OR OTHER APPROVED PO BOX 90,BLUE POINT,NY 11'715 BARDARH.COM CODE OF NYS 2o20,SECTION R3025,FOR NATURAL LIGHT AND VENTILATION. FLOOR ASSEMBLIES DMONSTRATIN4 EQUIVALENT FIRE PERFORMANCE. ,garage Side AND BETWEEN A TOP STORY AND THE RO40F SPACE AS PER SECTION R602.8.CHIMNEYS AND q ALL WINDOW AND DOOR ROUGH OPENINGS ARE PER THE MANUFACTURER Is. R302.14 COMBUSTIBLE INSULATION CLEARNCE:COMBUSTIBLE INSULATION SHALL BE TEL:(631) 56o-79o8 wbarba@bardarch.com FIREPLACES SHALL COMPLY WITH SECTION)R1001.12. 20. ALL DOORS CONNECTED TO RESIDENGE/GARAGE ARE TO HAVE 45 MIN FIRE RATING 3 AND Is SEPARATED NOT LESS THAN INCHES(764M)FROM RECESSED LUMINARIES,FAN MOTORS Not less than / Type X gyp'S-Inch T e ium bl)ard 22• GARAGE FIRE SEPARATIONS SHALL COMPCLY WITH SECTION R302.6 OF THE RESIDENTIAL From habitable rooms above the garage s BUILDING CODE OF NYS 2020.OPENINGS BEETWEEN THE GARAGE AND RESIDENCE SHALL BE TO BE SELF-CLOSING(li IN ACCORDANCE WITH R302.6 AND OTHER HEAT-PRODUCING DEVICES. Or equivalent EQUIPPED WITH A 45-MINUTE FIRE-RATECD DOOR ASSEMBLY EQUIPPED WiTH A SELF- I.I. ALL WINDOWS AND DOORS SHALL BE IN COMPLIANCE WITH THE ECCC OF THE RESIDENTIAL EXCEPTION: UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS BUILDING CODE OF NYS,LATEST EDITION. I. WHERE HEAT-PRODGNG DEVICES ARE LISTED FOR LESSER Structure S pp g g CLOSING DEVICE.DUCTS IN THE GARAGE A4ND DUCTS PRIVET-RATING THE WALLS AND CLEARANCES,COMfJST16LE INSULATION COMPLYING WITH THE LISTING ( J SU prtin floor/ceilin Not fens than 1/2-Inch=yprf.lr>1 f�r�oarrl or DOCUMENT IS A VIOLATION OF NEW YORK STATE CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A assemblies Used for separation MiN.NUMBER 2E CAGE STEEL AND SHALL.HAVE NO OPENINGS INTO THE GARAGE.WHERE FINISH NOTES: REQUIREMENTS SH,LL BE SEPARATED iN ACCORDANCE WITH THE equivalent PARTITIONS ARE:USED TO SEPARATE VER1,TICALLY AN ATTACHED GARAGE FROM A CONDITIONS STIPUI4TED iN THE LISTING.RECESSED LUMINARIES required by this section DWELLING OR iTS ATTIC,THE PARTITION ASSEMBLY SHALL HAVE A 3/4 HOUR FIRE- 1. SAMPLES OF ALL FINISHES,MOLDINGS,HARDWARE,ETC.ARE TO 13E SUBMITTED TO INSTALLED IN THE31.1i1_DIW4 THERMAL ENVELOPE SHALL MEET THE REQUIREMENTS OISECTiON N2102.45 OF THIS CODE Not less than t/ Inch orn board or JOB No. RESISTANCE RA-rING•WHERE HORIZONTAII CONSTRUCTION IS USED TO SEPARATE THE OWNER/ARCHITECT FOR APPROVAL PRIOR TO INSTALLATION. . . 2- CV .p` GARAGE FROM THE RESIDENCE OF ITS ATITIC,SUCH CONSTRUCTION SHALL BE PROTECTED 2• GYPSUM WALLBOARD APPLICATION SHALL BE TAPE JOINT SYSTEM.GYPSUM BOARD TO BE Garages located less than 3 feet from a equivalent applied to the interior 2133 \-,�ERED ARC WITH ONE LAYER OF 5/8"TYPE'X' GWB.OiPENINCS IN HORIZONTAL SEPARATIONS SHALL 2/2"ON WALLS AND GEIUNG UNLESS OTHERWISE INDICATED.FINISH JOINTS,J-BEADS,NAILS dmlling(mir on the same lot side of exterior V<As that are within this C� �\PM J.& NOT BE PERMiTi-ED EXCEPT WHERE THE RESIDENCE IS OTHERWISE PROTECTED BY AND SCREW DIMPLES,CORNERS,AND EDGES SHALL BE TAPED AND RECEIVE THREE COATS VERTICAL SEPARATIONS. OF JOINT COMPOUND.ALLOW 24 HOURS TO DRY BETWEEN COATS.FINAL COAT TO BE area DATE ��Ci ��\ qR 23. LARGER SCALE DRAWINGS SUPERCEDE SM'iALLER SCALE VERSIONS. SANDED SMOOTH.METAL CORNER BEADS TO BE USED ON ALL CORNERS AND AROUND ALL �st O9 C� 04/08/22 ,� A I OPENIN45. Ors 3. BATHROOM WALLS(TO BE PAINTED OR WALL PAPERED)AND CEILINGS SHALL RECEIVE M.R -� 11 FIREPLACE AND FLUE NOTES; GYPSUM BOARD AND ALL BATHROOM WALLS OR CEILINGS TO RECEIVE TILE SHALL HAVE •__ DRAWN BY 1 .I WONDER BOARD INSTALLED. N ll' BB V'�.Yy,.,s,.na'. F 2� 1. MULTIPLE FLUES ARE TO BE INSTALLED iM ACCORDANCE WITH R1003.13.CHIMNEY FLUES 4. ALL WALLS AND CEILINGS OF GARAGES TO BE SHEETED WITH 5/9"TYPE W FIRE CODE Cr) 039040 C CONNECTED TO MORE THAN ONE APPLIAWCE ARE TO HAVE A CROSS SECTIONAL AREA NOT SHEETROG<.APPLY 5/8"TYPE W SHEETROCK ON HOUSE SiDE OF GARAGE WALLS PER LESS THAN THE AREA OF THE LARG C EST ONNECTOR PLUS 50% OF THE AREAS OF THE RESIDENTIAL CODE OF NEW YORK STATE,R309.2.1,R3c-q.2.2. Z SCALE OF N Ew�� ADDITIONAL CHIMNEY CONNECTORS.FURTHERMORE,FLUE CROSS SECTIONAL AREA IS TO �: AS NOTED COMPLY WITH Ri003.14. Q 2. EXTERIOR AIR INTAKE IS TO COMPLY WiTI-#R1006. 3. ALL FLUES MUST"BE SIZED FOR ALL APPOIANCES THAT ARE CONNECTED BY MAXIMUM J RATED BTU OUTPUT OF TOTAL CONNECTEID APPLIANCES. _ DRAWING TITLE DWG No. U W 0 GENERAL Z GN-i 0 NOTES w I- O z -- i KEYED NOTES: TYPICAL 2ND FLOOR STRAPPING DETAIL TYPICAL I-JOIST STRAPPING DETAIL TYPICAL RIDGE STRAPPING DETAIL TYPICAL RAFTER STRAPPING DETAIL TYPICAL OPENING PROTECTION DETAIL TYPICAL OPENING PROTECTION DETAIL L FOR PERMIT G^ ROOF RAFTER Use every other nail hole CUT in r` �° WEND LOAD DESIL•NCRITERIAAND nNc•rurrr77ON NOT a row to provide the LENIGTH Note: BEAM and TYP. DOUBLE HUNG WINDOW Web stiffeners-- STRAP BEARING ° 1. ALL WORK HALL BE IN CONFORMANCE WITH THE RESIDENTIAL BUILDING CODE OF NEW YORK STATE, code-required minimum END o' o _COLUMN[ HEADER, REFER TO STRUCTURAL �. center-to-center spacing LENGTH required on PLATE o PLANS. for nails both sides of °� ° �„'`%4: '. '=` SECTION R301.2.1 AND FIGURE R301.2(5)A .' 2/8 • ALL WINDOW LOAD DESIGN CRITERIA AND Joist o0 00 ° (1) SIMFPSON STRONG TIE STRAP CrCM5T14 b -;%'*'' %"< 7/16STRUCTUP. .: AL END ° NITH (81) 10d FASTENED TO COLUMN HEADER WOOD PANEL CALCULATIONS ARE PERFORMED IN ACCORDANCE Wf714 ^FACE AND (2) 10d FASTENED TO C04-UMN ' i DISTANCE HEADER, TOP. REFER TO MANUFACTURER FOR %'"F 'K. `>•' AMERICAN FOREST AND PAPER ASSOCIATION(AF&PA) ° COMPLETT£ INSTALLATION REQUIREMENTS WOOD FRAME CONSTRUCTION MANUAL FOR ONE AND \ ` CLEAR v O• xr, TWO FAMILY DWELLINGS(WFCM)AND THE MINIMUM SPAN ° ?. .,`,a...^ PESIGN LOADS FOR SUILDIN45 AND OTHER STRUCTURES(ASCE 7). 3. IN REFERENCE TO THE ASCE STANDARDS(&WFCM); ND SPEED=;L.3oMPH r Ls PER SECTION 6.5.5.IMPORTANCE ANGE FACTOR 1 o®� I, ['°` > ' WOOD SCREWS.SCREW A3C7/5A�E1018 t/2 THREADED ROD, AS SIZE AND SPACING - JPPLIEID BY CONTRACTOR, PER EACH S .x (PER BUILDING CATEGORY 11)=2.00. COLUMN., / PER NYS RESIDENTIAL PER SECTION 6.s.6 EXPOSURE CATEGORY IS BUILDING CODE TABLE END ° R3o1.z.1.2 IC'. Provide minimum LENGTH °° 4. MEAN ROOF HEIGHT OF PROJECT IS LESS THAN 33'-O" 7 " TOP PLATE ------,�._�FI5ERGL-ASS STRUCTURAL ABOVE GRADE AND IS IN COMPLIANCE WITH WFCM /g end distance , o SPLIT COLUMN PROTECTION NOTES: ENGINEERING DESIGN LIMITATIONS,SECTION 3.1.3.1 FOR Equal number,of o, ALL SCREWS TO SE SECURED TO FRAME OF WINDOW.PANELS TO BE CUT TO MEAN ROOF HEIGHTALLOWANGE.PER ASCE 7,FIGURE specified nails in MTS Installation As an •° (1) SIMIPSON STRONG TIE CONNECTOR HDSA MATCH EXTERIOR FRAME DIMENSIONS. 6-2,BUILDING HEIGHT AND EXPOSURE ADJUSTMENT each end p g I joist to Top Plate Tie o• ITH (22) 3/4" 5OLTS. REFER TO NYS RESIDENTIAL BUILDING CODE SECTION R301.2.1.2 PROHIBITS THE USE OF FACTOR A -1.0. Sim som Strong-Tie o MANUFA4CTURER FOR COMPLETE INSTALLATION PANELS SPANNING GREATER THAN 8'-0"IN ANY DIRECTION.ALTERNATE 5. ALL NAILING"SHALL BE IN ACCORDANCE WITH TABLE CS Coilled Strap •m Simpson Strong-Tie REOUIREEMENTS PROTECTION METHODS MEETING LARGE MISSILE TEST STANDARDS ARE 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION OF WOOD MTS30 REQUIRED. FRAME CONSTRUCTION MANUAL(WFCM). Q 6. ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO WFCM,PRESCRIPTIVE DESIGN,CHAPTER 3 TYPICAL FLOOR TO FLOOR STRAPPIMG DETAIL TYPICAL HEADER STRAPPING DETAIL ALL FLOORS STEMS SHALL CONFORM TO WFCM SECTIONS 3.2.3.z&3.3. • ALL WALL SYSTEMS SHALL CONFORM TO NISTA36 Z WFCM SECTIONS 3.1.3.4 AND 3.5. (MSTA49 o ALL CONNECTIONS SHALL CONFORM TO sim"'Or) HDU2 MASONRtY PIER, FILL 2. aTTcaZ similar} {CSi4. C$2(1, WFCM SECTION 3. (HDU4, DU5, CS16 SQLID 7. ALL ALLOWABLE LOADS FOR FRAMING MEMBERS AND �114 (1) 3W4" EMEMEDDED 5OLTS AT EACH FASTENERS/STRAPPING CONNECTIONS ARE FOR USE GOLUVf"M. WITH DOUGLAS FIR LUMBER. Strong-Drive" CMST14 srmilar) 8. THE CONNECTION DETAILS PROVIDED ON THE ARCHITECTS DRAWINGS PROVIDE FOR A CONTINUOUS z SDWC LOAD PATH CONNECTIONS AS PER THE LOAD VALUES TRUSS Screw AND NAILING PATTERNS PROVIDED BY SIMPSON MSTRONG TIE CONNECTORS. o = Load values for straps straps Installed diagonally � Soar ° � shall be determined E note Ithe engineer of mwn Ln ► II LSTA21 U O LTP4/L TIPa'GA2 shown for shear II rPnh?fanrP;.refer i ll to page 44. z If ' e Strong-Drive"SDWF ,, I I � FLOOR TO-FLOOR Screw I I Upllit antlors not ( ih TU16'tako-up washor) 9 Y@"rein. needed In this area � W 4�. (typ-) (Exciept SM anftrs) z 4 1 rr ll Stngle-Sfir�1 I__J • ►4pRtica+J4n H eft pies W used) HDU2 with May be u U u Ali-Throad - 0 Read Q LST"8 z o HM U TYPICAL 1ST FLOOR STRAPPING DE17AIL x LSTAIS CSIS � — _ AT FIRST (CS14,CS2Y) Os.'vnk1*') MT$1$ ,p� ————— U (LTS,)XTS Refer to Bs 9-12 far — FLOOR ONLY rK%arrnng�tvvs an aN-- - ----- �_.. , .-_ .. _.._. :.__.�, �.. ISSUES / REVISIONS sthdInig Impananr consWeraVans 1X'Min. owxmr:¢rsadfa.Icxf(o . - — -- (typ) preservative-f•eafed►read. - - -- DESCRIPTION DATE No. - -- - _ — - AT SECOND 91 AT SECOND - - = - - - p FLOOR oNLY ISSUED FOR BUILDING PERMIT 11/28/2 1 ` See nc?e — — — — — W FLOOR ONLY — — — — l; _ — AT FIRST_ AT FIR5T_ I FLOOR ONLY a TYPICAL SHEATHING DIAGRAM - -- FLOOR ONLY —`'� - =_ - - AT SECOND Q ROOF SHEATHW4 -4'PER IMETER: z yq� _ AT FIRST& FLOOR ONLY 8d,COMMON NAILS @ 6"O.0 AT PANEL - - SSP2 `�, R, 4Oo kF _ SECOND FLOOR — A .- EDGES&6"O.G.AT INTERMEDIATE PF k, OL -- --- -- f W SUPPORTS IN THE PANEL FIELD, ki^j�r� c.,Q�oRygN� — - -- — -- - Q Upt•'E[DnnE✓nred AT FIRST --- -AT FIRST - - — - - — - ESSP2 B sh„ FILOOR ONLY FLOOR ONL - _ - - LTR4•LTPraca•GA2zrrm4rg (L1�rt�ySr{I�t b�5s e9ch oter 10 ROOF SiIEATHING-INTERIOR ZONE: —' __ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 1151�(:{i{dY!:Lf f9r S•h{=tiff. I �tTQ'VCfQ IGIY75'al�Iln -- __ -__-_ - --- - -- - --- _- -- - SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO sal,COMMON NAILS @ 6"O.G.AT PANEL ___.-_ --_ ____ THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO S.:g Sn5 ing hx unulrr tt,"inn of Imrd' '.I -__ ._ CZ7 (Other Catwerrom aottebte.) I SPL EDGES @ 12"D.G.AT INTERMEDIATE �� MELI IN DEROGATION OF THE ARCHITECTS COMMON ° --r- OFFICIAL REGULATORY REQUIRE R FOR OTHER PURPOSES IN CONNECTION WRH THE El — I'I PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION _ - - ___ ;,1 LAW COPYRIGHT OR OTHER RESERVED RIGHTS, W Re.ett4pajs P4. SUPPORTS IN THE PANEL FIELD. NEW ROOF T _ x C New Construction TYPICAL HOLD DOWN (FOUNDATION WALL) TYPICAL HOLD-DOWN(EDGE OF SLAB) WALL SHEATHING -W EP4E ZONE i 8&COMMON NAILS @ 6"O.G.AT PANEL AT SECOND Post size by EDGES @ 12' O.G.AT INTERMEDIATE FLOOR ONLY Stack WFCM SBG TABLE 3.10. K I I - -- SUPPORTS IN THE PANEL FIELD,PER Residence x MSTCM40 Designer U v, i .. 765o Nassau Point Road WALL SHEATHING -INFERIOR ZONE II ❑ ° HDU5 ° ° 8&COMMON NAILS @ 6"O.0 AT PANEL I I II AT FIRST FLOOR NY ll935 (Minimum ° EDGES e 42"O.G.AT INTERMEDIATE NEW WALL I I double stucd) • SUPPORTS IN THE PANEL FIELD. FLOOR ONLY Shear O • — -- _e — connectors not shown ° e e for clarity ROOF SHEATHING -GABLE ENDWALL RAKE: R P —_ ®_c _ ,y f M �: - III ..�._ SUPPORTS IN THE PANEL FIELD. � � k �' �•�� ARCHITECTURAL Sd,COMMON NAILS @ 4"O.G.AT PANEL _-�� I -- EDGES @ 4' O.G.AT INTERMEDIATE �`3F II II' � D E$I G N, P L L C 0 �'p - AT FIRST& SECOND FLOOR BP ar FIRST / PO BOX go,BLUE POINT,NY u715 BARDARH.COM o _r......,.......--. FLOOR OrJLY AT FIRST TEL:(631)56o-'79o8 wbarba@bardarch.com , a• O FLOOR ONLY #5 ° ° TYPICAL SHEATHING NOTE: TYPICAL DETAIL NOTE: Reber (min.) ° ° I. ALL REQUIREMENTS FOR WALL SHEATHING SHALL BE TYPICAL STRAPPING AND HOLD DOWN DETAILS ABOVE AS AT FIRST AT SECOND UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS FLDOR ONLY AT FIRST FLOOR ONLY DOCUMENT IS A VIOLATION OF NEW YORK STATE IN CONFORMANCE WITH WFCM TABLE 3.13A. MANUFACTURED BY NOT TO SCALE. 40 SHALL REFER TO FLOOR ONLY 2. ALL REQUIREMENTS FOR ROOF SHEATHING SHALL BE DRAWINGS FOR PROPER TYPE/SIZE OF ASSOCIATED AT SECOND LAW. HDU5 IN CONFORMANCE WITH WFCM TABLE 3.12A STRUCTURAL AND FRAMING MEMBERS.ALL HANGERS, FLOOR ONLY (HDU2, HDU8, HDU11, 3. ALL ROOF AND WALL SHEATHING NAILING SHALL BE STRAPPING AND FASTENERS SHALL BE GALVANIZED AND ,— Overturn Diagram JOB No. IN CONFORMANCE WITH WFCM TABLE 3.1.0 AND INSTALLED PER MANUFACTURERS RECOMMENDATIONS. / i and HDU14 similar) TABLE 3.11 RESPECTIVELY. t 1/8" = 1 I-On 2133 `(��ERED ARC NM j DATE v 04/08/22 " t DRAWN BY N21BB z SCALE OF NEB Q AS NOTED 0 w DRAWING TITLE DWG No. co 1-- WINDLOAD z 0 UPLIFT GN-2 0 w �EQUIREMENT 0 z KEYED NOTES: R PERMIT Generated by REScheck-Web Software 2018 IECC Energy Comp CJ iliance Certificate Efficiency Certificate Project 7650 Nassau Point Road Energy Code: 2018 IIECC Above-Grade Wail 21.00 Location: Cutchogue, New York Below-Grade Wall 0.00 Construction Type: Single-family Project Type: New Construction Floor 21.00 Conditioned Floor Area: 3,693 ft2 Ceiling / Roof 30.00 Glazing Area 21% Climate Zone: 4 (5572 HIDD) Ductwork (unconditioned spaces): Permit Date: Permit Number: F 9 _u-!iJ . "" Window 0.32 0.40 Construction Site: Owner/Agent: Designer/Contractor: Door 0.20 7650 Nassau Point Road Cutchogue, NY 11935 Heating System: __L, ...... Cooling System: Compliance: 0.3%Better Than Code Maximum UA: 701 Your UA: 699 Maximum SHGC: 0.40 Your SHGC: 0.40 Water Heater: 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 o)r cost relative to a minimum-code home. Slab-on-grade tradeoffs are no longerr considered In the UA or performance compliance path In REScheck. Each slab-on-grade Name: Date: assembly in the specified climate zonte must meet the minimum energy code insulation R-value and depth requirements. Comments EnvelopE! Assemblies Hotroof Ceiling:Cathedral Ceiling 1,670 30.0 0.0 0.034 0,026 57 43 O Z Vaulted Ceiling:Cathedral Ceiling 1,020 30.0 0.0 0.034 0.026 35 27 Above Grade Walls:Wood Frame, 16i"o.c. 4,475 21.0 0.0 0,057 0.060 199 209 HFront Door:Solid Door(under 50%g1lazing) 27 0.200 0.320 5 9 to Z Side Door:Sol'd Door(under 50%glazing) 24 0.200 0.320 5 8 0 U Above Grade Windows:Wood Framer SHGC:0.40 933 0.320 0.320 299 299 Floor Above Basement:All-Wood joisft/Truss 2,252 21.0 0.0 0.044 0.047 99 106 Z Compliance Statement: The proposed building design described here Is consistent with the building plans, specifications,and other 0calculations submitted with the permiit application.The proposed building has been designed to meet the 2018 IECC requirements in REScheck Version : REScheck-Web amd to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Gerson Rubio, P.E. 9a,4.— 11/22/2023 Name-Title Signature e5:57 Date Z Z In I Project Title: '7650 Nassau Point Road Report date: 11/22/23 Data filename: Pagel of 9 U Z 0 _I- V ID Z 0 U ISSUES REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 1 0 Z 0 — V) 44 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL AWEMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO Be USED ONLY WITH RESPECT TO THIS Z PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. V) U New Construction Stack 7 U Residence 765o Nassau Point Road Cutchogue, NY 11935 0� Bj- A D ARCHITECTURAL DESIGN, PLLC PO BOX go,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW, JOB No. 2133 o,RE D ARC J'- (I\- DATE 04/08/22 DRAWN BY T� BB C/) 039040 0 �fiZ SCALE N AS NOTED cr W _J < DRAWING TITLE DWG No. 0 W 0 Z RES-CHECK GN-3 0 n 6i i- I 0 Z KEYED NOTES: FOR BIDDING SITE DATA TOWN OF SOUTHOLD 'R-40'ZONING SCTM4'1000-1]-8-3-4.1 PRINCIPAL'BUILDING GROUND WIND DESIGN SEISMIC SUBJECT TO DAMAGE FROM WINTER ICE BARRIER MEAN 1s S oe MINNT DESIGN DESIGN UNDERLAYMENT FLOOD AIR FREEZING ANNUAL 20'SIDE COMBINED LOAD Speed Topographic Special wind Windborn Frost line HAZARDS INDEX National Food Hazard Layer F I 1 V/�1'C—.r llp+♦.e FEMA Legend � (mph) effects region debris zone CATEGORY Weathering depth Termite TEMP REQUIRED TEMP 50'REAR 72°26'45"W 41°03"N SEE FIS REPORT FOR DETAILED LEGEND AND INDEX MAP FOR FIRM PANEL LAYOUT 35(2 STY)HEIGHT Without Baca Flood Elevation(BFE) 20 LBS 130 NO 500 YES C SEVERE 36" M-H 15 YES AE-7 1500 OR< 50.8 20%LOT COVERAGE Zone V n V Ass with SFE or Depth Fund A6 AD,A VE.Aa (EL 11 Feet) SPECIAL FLOOD AN, ACCESSORY STRUCTURES HAZARD AREAS Regulatory FloodWay LOCATION MAP 50'FRONT CIRCLE INDICATES 1.-MILE RADIUS 15'SIDE MIN 0.246 Annual Chance Flood Hazard,Areas STACK RESIDENCE 7650 NASSAU POINT ROAD,CUTCHOGUE,NY 11935 15'SIDE COMBINED of 1%annual chance flood with average 1s'REAR 1 depth less than one toot or with drainage N areas at less than one square mile u r sf SITE AREA J�1R � tu�IIUIMA,, FLC)@►Q � Q Future Conditions1%Annual Chance Flood Hazard:n Kind K.rk n s; 4s,7oO SF ZtritB „ Area with Reduced Flood Risk due to _ 4 EXISTING LOT COVERAGE OTHER AREAS OF Levee,Sae Notes.mrl�e 10.39%(20%MAX) FLOOD HAZARD Area with Flood Risk due to Levee_.mr e Sranta s Chri;im:Ts Tree Farm 1-I ,r k 2 STY HOUSE 1,554 SF NO SCREEN Area of Minimal Flood Hazard z',,w .., SHEDS 264 SF Effective LOMRs r GAZEBO 90 SF y„_,I GARAGE 294SF OTHER AREAS Area of Undetermined Flood Hazard_,-,I: DECK 210570 SF Cutchogu IN-GROUND POOL 900 RF GENERAL --' Channel,Culvert,or Storm Sewer z STRUCTURES i 1.I 1!i t Levee,Dike,or Floodwalf TOTAL 5,062 SF(9,740 SF MAX) II Vineyards,. T t c L ti 2 Winery ' North Fork Cuuntly Club 1411'q,C11+.7Q�1�ttt33t3 a 20 s Cross Sections with 1%Annual Chance In,•'"only closed PROPOSED LOT COVERAGE 12.6%(20%MAX) Water Surface Elevation _ PROPOSED HOUSE 2,60o SF 3 60 13 ore./V` e- - - CoastalTransect rl, "" l ".,,, LX� w, Base Flood Elevation Line(BFE) ¢, SHEDS so SF Z Limit of Study GAZEBO ao SF Jurisdiction Boundary DECK 2,33o SF ZOf7 , � IN-GROUND POOL 1 0 CF Q Be — Coastal Transect Baseline TOTAL 6,135 SF(9,740 SF MAX) (EL$ t) OTHER _ �. Profile Baseline FEATURES HydgraphcFeatneZ w\)5 Uca@I VDigital Data Available .' No Digital Data Available b r New Suffolk. i Z MAP PANELS Unmapped' `!;' The pin displayed on the map is an approximate point selected by the user and does not represent an authoritative property location. yut I VV ZI This map complies with FEMA's standards for the use of digital flood maps If It is not void as described below. g p The basema shave complies with FEMA`s m� h p p bass map accuracy standards t, The flood hazard information Is derived directly from the 0 "• authoritative NFHL web services provided by FEMA.This map (7 was exported on r];19,'2021 at 5:01 PM and does not W reflect changes of amendments subsequent to this date and Z time.The NFHL and effective information may change or z (ELi8 Feet) ZOf3E'LUE become superseded by new data over time. Z (EL 12 881) This map image is void If the one or more of the following map Qelements do not appear:basemap Imagery,flood zone labels, legend,scale bar,map creation date.community Identifiers, 72°26'7"W 40°506'N FIRM panel number,and FIRM effective date,Map images for ■ Feet unmapped and unmodernized areas cannot be used for 0 250 500 1,000 1,500 2,000 1.67000 regulatory purposes. 8asemapl USGS National Map:Ortholmagery:Data refreshed October,2020 H Z W U Q Z 0 u h Z ---- - 309.64' ISSUES REVISION S Sg60341 / 00 T DESCRIPTION DATE No. -'��--- ISSUED FOR BUILDING PERMIT 9/21/22 1 w --- - _ } EXISTING Ch L LO - / — — — _ — — — — PROPOSED DRIVEWAY i. ( y� �^ - ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHTECT ARE AND ''/) / —� SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO Z �� THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO (�/�'�] i MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE (� rI rn j PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q , RYg9 `Sr/�, LATE rtr PROP.2 STY U , �� I �� _ R RESIDENCE �I � �a' New Construction O EXISTING Stack Residence L Detached Garage Cn z 765o Nassau Point Road 20X45 Pool i CD '— Cutchogue, NY 11935 DECK �_ — / fr' N O i I Un // WOOD DECK _ nL in i ifel _ BARB • r a SITE NOTE 1. CLEAR AND GRADE SITE TO ELEVATIONS SHOWN ON " ' �_ (n ARCHITECTURAL APPROVED SITE PLAN. DN SEASONS DESIGN, PLLC WISTERIA ARBOR �t t PORCH I I i � V ' 2` ♦ " ALL SITE WORK SHALL BE PER SOIL ENGINEERS �- / RECOMMENDATIONS.CONTRACTOR TO COORDINATE PO BOX 9o,BLUE POINT, NY 11715 BARDARH.COM u ALL ado 11 1 50' -0" z TEL:(631) 56o-79o8 wbarba@bardarch.com POOL ENCLOSURE FENCE GATE 3. STAKE OUT IS TO BE PERFORMED BY A LICENSED / — — — — — — 1 FRONT'YARD SETBACK � SURVEYOR.STAKING AND LAYOUT ARE TO ESTABLISH / — — — — — — — — — — — — — — — — — — — — — — — — — — N ALL LINES AND BENCHMARKS.VERIFY ALL EN'DATA UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS AND DRAWINGS.IN CASE DISGREPA T REGEI"VE DOCUMENT IS A VIOLATION OF NEW YORK STATE m j I CLARIFICATION FROM ARCHITECT PRIOR TO LAW. DO PROCEEDING. �1 4. EXCAVATE AND BACKFILL FOR WORK ON DRAWIN(C5. JOB NO STOCKPILE ALL EXCAVATED MATERIAL.NEW AND EXISTING BACKFILL �RED ARC N CV FREE OF WEEDS,TREE ROOTS,ROCKS AND DE13RI25"ALL \� -,PM J.B 'Sj ' S ^ O O /\0 \ /� / SURPLUS MATERIAL THAT IS UNSUITABLE FOR BCA KFILL \� 410,0 0v( G V MATERIAL SHALL BE REMOVED FROM THE SITE DATE 5. PROTECT ALL TREES WITHIN 8'-0"OF THE BUILDINIG. 1/14/22 — _o� ty 6. PROPER APPROVALS MUST BE OBTAINED BEFORE DRAWN BY CLEARWATERLANE COVERING AND EXCAVATED WORK. BB ,•� rt - � 9�� 0 39040 7. B (ALL IN 6"LIFTS. ALL EXCAVATIONS SHALL BE CARRIED INTO 18"OF UNDISTURBED SOIL.) Z SCALE Q�NEB 1 SITE PLAN 3: AS NOTED 8. DO NOT PROVIDE OVER BACKFILLING FOR 8"OR 1O" < POURED CONCRETE FOUNDATION.CONTRACTOR SMALL VERIFY SITE SPECIFIC SOIL TYPES AND SOIL PRESSURES, AND VERIFY ALLOWABLE FOUNDATION LOADING PRIOR Q DRAWING TITLE DWG No. TO BAGKFILLING.ALL SHALL BE PER NEW YORK STATE C RESIDENTIAL BUILDING CODE. U) F- 9. STEP FOOTINGS WHERE ELEVATION CHANGES,ONE ° SITE PLAN SITE-1 VERTICAL TO TWO HORIZONTAL AS SHOWN ON O DRAWINGS OR WHERE ENCOUNTERED SOIL OR FIEiLD 0 GRADE CONDITIONS REQUIRE CHANGE IN FoonNG LLI ELEVATIONS. i-- O Z KEYED NOTES: FOR PERMIT --] FOUNDATION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TACT SHT. SECTION TAG 77'-7 3/4" # KEYNOTE 1'-8 1/4" 4'-6" 16'-5" 4'-4 1/4" 21'- 1 1/2" 14'-5" 15' - 1 3/4" 4'-8" 'SIMPSON,HDU-5 HOLD DOWN i' � d FLOOR PLAN KEY � --- — T.O WALL.EL:17.29' - O NOTE NOTE TEXT z 1 GC TO PROVIDE GALVANIZED STRAPPING MF4'D BY 1 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR Q MORE INFORMATION) z PITCH SHOWER TOWARD CENTER DRAIN.CONTINUOUS 0 ------ ---------------------------------------- ------------------ O _-------------------------------------------- _ a d �V 2 F113ERCLASS PAN To EXTEND UP ADJACENT WALL512" r a:< s E 1 d r r MIN.AND TO ADJACENT FLOOR 12". rUU. j 0 © 0 © 0 0 • p 1 I LO AREA WELL AND PERMANANT LADDER SHALL 3E bo 3 CONSTRUCTED IN COMPLIANCE WITH SECTION R31 2 0.3. T.O WALL EL:17.29' -------- -4 T OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 Ln z I r PROVIDE PULL DOWN ATTIC STAIRS-BESSLER SPACE 0 1 4 4 SAVER-R.O.251/2"X54"SET TOP OF STAIR FRAME U '°. a 1 FLUSH TO TOP OF CEILING JOISTS. I " 5 PROVIDE 100 S.F.MIN.518"TYPE GWB ABOVE 301LER Li �.' -r"SLAB ON GRADE I- 'I'll -1, -�3 -� 01 O ' STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION .I 6 R311 OF THE RESIDENTIAL 3UILDIN47 CODE OF NYS 2020 z 100, 13'-5 1/2" 1'-2" 13'-3" A-402 10, 4'-0" 8" 7 INSTALL'TRENCH DRAIN PAIN'AS MFG'D 3Y KILLARNEY I �. 0 1 METALS,VERIFY WASHER SIZE PRIOR TO ORDER PROVIDE&INSTALL MIN.4"PIA.16 C.A.DUCT TO VENT °• S DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL T.O WALL EL 17.29' ---�_ I• A 3AC1DRAFT DAMPER&DUCT TERMINATION. T.O STEM EL:18.31 - 4. ( • W 1 00 a 4"P.CG 5LA13 W/6X6 10/10 WWM OVER 60 MIL VAPOR BARRIER ON 6"COMPACTED RCA. 1 z a SUMP PUMP INSTALLED PER ERA LOCAL STATE AND FEDL I =u �o o s <V ____ ° T.O WAI I EL:14.5' z 1 z d © 0 — —— —— — —-a • _�'—'R� -' —— — —— e 3 1O BUILDING CODES CT') 1 d T.O WALL EL:17.29' 10 I ® N E- 1 2 r C0 z li A-301 A 5 r N LO r I a U `r SLAB ON GRADE 10, 1 3 1/2 .- �O N I - 10" 13'- 10" � 13'-9" z _ I IDOOi _ I u I E N I 001 r 1 011 14'.9„ i 0„ cV Z N ifi A OJ = r 0 r a U M \ 4/4 _ _ __ _ _ _ s _ _-a r- T-p� T.O WAI L Ft:17.29' -- -' N �• N ISSUES / REVISIONS T.OSTEMEL:18.31 - --' - _ T,O WALL EL:16.51' T.O WALL EL:17.29' DESCRIPTION DATE No. N ISSUED FOR BUILDING PERMIT 11/28/2 1 r 10 O c0 T.O WALL EL:17,29' - -- % T.O STEM EL 18.31 — z -N -- - -p --<7 3/4" 68'-3 1/4" 4 1/2" 1.0. r o � Ia I. _C\I M SLAB ON GRADE ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND ' r F,. SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO In ° nd - T.O SLAB EL:18.16 -1 - THIS PROJECT AND ARE NOT TO RE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO - - ,4 -- 2 MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON Q d ASEMEN - _N i l` �., A-302 LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Cl) 002 a, f1 u / New Construction H 4Z co' N CL. I <I "' ct on c� IDO 1------ d' ° ° FOUNDATION NOTE Stack aCl\ U - I 1. THE MINIMUM NET AREA OF VENTILATION OPENINGiS IS x Residence -- _ NOT TO BE LESS THAN I.SF FOR EACH 150 SF OF - -UP-- UNDERFLOOR SPACE.EXCEPT WHEN GROUND SURFACE - a- ___---.-- LOWALLEL:17.29' ------ � IS TREATED W/A VAPOR RETARDER MATERIAL, '765o Nassau Point Road I 4 --- T.O WALL EL 17.2`)' PROVIDED 1/1-500 VENTILATION AREA AND LOCATE TO .a II 0 ❑ 6 - --- d PROMOTE CROSS VENTILATION.REFER TO FOUNDATf10N Cutchogue, NY 11935 d ' 'y► _ '- - M PLAN FOR LOCATIONS. d T.O WAI-L EL 16.51' 2• ALL ANCHOR BOLT SIZE AND SPACING SHALL BE A5 - PER WIND LOAD/STRAPPING DESIGN DRAWINGS AIND " r SHALL BE INSTALLED IN ACCORDANCE WITH R4o3.a.6. 10, co 7'-5" 1'-6" 33'-0 1/4" ' `", 3. PROVIDE SMOKE DETECTION,HEAT DETECTION AND i CARBON MONOXIDE DETECTION PER PLAN LOCATIONS,bo ,> w •M1D �" Rl�� j 5 1/2"- 3 1/2" \ (POWER SOURCE FOR SMOKE ALARM SYSTEM IS TO wmAt i ! P A COMPLY WITH R313). s y co ARCHITECTURAL , - - WALL AND GELLING FINISHES ARE TO HAVE AFLAME- _ SPREAD CLASSIFICATION NOT GREATER THAN 2.00 IN DESIGN, P L L C � �� T.O WALL EL 17.29' - -- s - - •\ �. ACCORDANCE WITH R3151 AND A SMOKE-DEVELOPED '- INDEX NOT GREATER THAN 450 IN ACCORDANCE WITH o d -- T.O WALL EL:17.29' a a b R315.2.TESTING AND ALTERNATE TEST METHODS MUST PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM ,- 4 N COMPLY WITH R315.3 AND R315.4 RESPECTIVELY. TEL:(631) 56o-79o8 wbarba@bardarch.com O ° r d S BASEMENTS WITH HABITABLE SPACE&EVERY SLEEPING r ROOM SHALL HAVE AT LEAST ONE OPENABLE �- O' ?°° „"d,4 a' d d EMERGENCY ESCAPE&RESCUE OPENING AS PER SECTION R310 OF THE RESIDENTIAL BUILDING CODE OF UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS ,- NYS(LATEST EDITION).EMERGENCY ESCAPE AND DOCUMENT IS A VIOLATION OF NEW YORK STATE RESCUE OPENINGS SHALL HAVE: LAW, 1 1 MAX SILL HEIGHT 44"A.F.F. • NET CLEAR OPENING 5.7 SF. JOB NO. B� em1 nt�Floor Plan -3o A-301 A-301 6. PROVIDE A MINIMUM 18"X 24"ACCESS OPENING TO ALL 1 -8 1/4 16 -4 1/2" 8'- 11" 21'-7 1/2" RESIDENTIAL BUILDING CODE OF NYS.WHERE CRAWL SPACES AS PER SECTION R408.4 OF THE 2133 �ERED qR 12' -6 1/4" 10'-0" 6'-6 1/2' MECHANICAL EQUIPMENT IS LOCATED IN CRAWL SPACE, 77' 7 3/4" PROVIDE ACCESS AS PER SECTION M1305-1.4. DATE ( 9 n 7. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. 1/14/22 d� ANCHOR NOTES, DRAWN BY (n •' ' 1. A MINIMUM OF ONE ANCHOR BOLT SHALL BE PROVIDED BB � ' 03904� �O` WITHIN 6 TO 1.2 INCHES OF EACH END OF EACH PLATE 2. ANCHOR BOLTS SHALL HAVE A MIN.EMBEDMENT OF 7 0 �F N E� INCHES IN CONCRETE FOUNDATIONS AND SLAB-ON- z SCALE GRADE OR 7 INCHES IN MASONRY BLOCK FOUNDATIONS Q AS NOTED WHEN RESISTING LATERAL AND SHEAR LOADS ONLY. Cr 3. ANCHOR BOLTS SHALL BE LOCATED WITHIN 12 INCHES 0 OF CORNERS&EVERY 36"O.C.FOR THE ENTIRE LENGTH W OF THE WALL. Q DRAWING TITLE DWG No. 4. SILL PLATES OR BOTTOM PLATES SHALL BE PRESSURE C) TREATED AND HAVE FULL BEARING ON THE FOUNDATION FOUNDATION SYSTEM. 5. REFER TO WIND LOAD DESIGN SHEETS FOR MINIMUM zz ��7j O O r SIZE AND SPACING OF ANCHOR BOLTS AND OTHER 0 PLAN FOUNDATION STRAPPING REQUIREMENTS. 0 W F- w 0 z i KEYED NOTES: FOR PERMIT CONSTRUCTION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TAG WINDOW TAG - - - - - - --- -- ---77'-9 1/2"---- --- ---- - - -- - --- --- -- - - - - -- - -- -- -- -- SMOKE DETECTOR 1' -8" 4'-9 1/4° - - 16'- 1 3/4"- - -- - --- 4'-4 1/2 - _- -- -- ---- 21'-3" - ❑ - --- _ - 29'-7" -- - -- - --- -- -- — -- - - - - -- - - - - - CARBON M CO ONoxIDE --5'.7"-----5'-7' -- -- ---5'- 1"-- - 5'- 10 1/4"--- ------5'- 10 1/4"----- - 4'-5 1/2"---- ----7'-5 3/4"- -- 7' - 1 1/4" SHT. SECTION TAG # KEYNOTE ----- ----- ----- ----- � 'SI PSON'HDU-5 HOLD DOWN ----- ----- ----- 1 1 1 1 (01. z z DN x Y FLOOR PLAN KEY T -- -- LO -- -- NOTE+It NOTE TEXT ------------------ --- --"---- --------- ------------- - ---- ------ --- - ----- -- ' ' 1/2" 1"cliTO PROVIDE GALVANIZED STRAPPING MFG'D BY ---- -- - --- - --------- - - ---1 11/4' 13 7 3/4" - -------------- ------------- ----------- ----- ---- -- -- - ----- ------ ---------- ----------- 14' 5 1/2" 1 SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR ---- ------ ---- - ---- --- --- -- - - ---- - - - --- - ----- ---- ----- --- ----------------- ---- -- --- - --- --- ---- - - ---- -_ MORE INFORMATION) U ------ -- ------ - - --- ------- ------------- -- - --- --- - - --- _ - COVERED PORCH PIT SHOWER TOWARD CENTER DRAIN.CONTINUOUS ------- ----- - - - - - - - - - - - - 2 AGENT WALLS 12 -- ---- --- -- ----- -------- ----- ------------ -------- - -- - -- ---- ------ -- --- --- ----------- O AREA PERMANANT LADDER SHALL BE FIBERGLASS PANTO EXTEND UP ADJACENT " '� MIN AND TO ADJACENT FLOOR 12" - - - -- - - - - - --- - -- A D z -- _. _ - - —- -- -- _-- - - _ -- - -- -- - __ -_ __ _ - _-- --_ ._ I EQR 3 CONSTRUCTED IN COMPLIANCE WITH SECTION R310.3.2 -- - - - - -- -- - -- -- -- -- - --- -- -- - - -- -- ___ -- - � 110 I OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 N PROVIDE PULL DOWN ATTIC STAIRS-BESSLER SPACE -- -- -, 6 -- -- -- -- - -- ---- ---- -- - --- - --- - - ---- --- - --- --- --- _--- ------ I - 4 SAVER-R.O.25 1/2"X54"SET TOP OF STAIR FRAME -- -- - — -- - -- -- -- -- d O -- --- --- --- - ---- — - --- --- - ---_ d r FLUSH TO TOP OF CEILING JOISTS. 19 I (� -- - - -- -- -_--- - - _ -- --- -- -- - --- -- _-- - _ --- _- N 5 PROVIDE 100 S.F.MIN.518"TYPE W GW13 ABOVE BOILER w - - - -- - -- -- - -- - - - - - - -- -- STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION -- ---el -- R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 Z --- _-- - --- - __-- _--- _--- _._-- _-- -- ----------_-- .---__-- ------- ' METALS,VERIFY WASHER SIZE PRIOR TO ORDERN ---— --- --- -- ---- ---- --- -- -- -- -- -- --- ---- PROVIDE&INSTALL MIN.4"DIA.16 GA.DUCT TO VENT N -- - --- -- -_- -- --- ----- - - --- - ------ -- -- -- - I 8 DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL Pa 1 - - � -- - ----- ------ --- ----- � _ _ _ ,� A BAGKDRAFT DAMPER @ DUGTTERMINATION. �❑ - - ---- --- - - -- ---- - - --- --- --- - - ----- ---- - ------ 9 LAB W/6X6 3-0/10 WWM OVER 60 MIL VAPOR I BARRIER V ON 6"COMPACTED RCA. - -- - - - - - -- - WIC - SUMP PUMP INSTALLED PER LOCAL STATE AND FEDERAL - - - - - N --- -- - -- - - - - ----- - --- -- -- HALL .. I ' 1 BUILDING CODES I i 110, � 0) -- --- 4 S CH -- -- -- - -- ---- --- - - ----- ---- --- --- - - u Q - --- -- -- - ---- - 2" 5 1/2" 7'-�1/ 51/2" 6'- 1" 5 1/2" - -- -- - -- -- -- -- - - -- -- --- -- - -- - -- -- = — I r CV U 1 10 1 - r, -- -- 1�0 -11 - - -- - - - -- - - - - - --- - - -- 7 ' r co _. _ _— __ -._ ATH - e o, ----- ---- ------- x 111 z � ------ ID110 O cm ----- - -- --_-_ N ------ --� ISSUES / REVISIONS _— -- f n M I i F MI 1 9 OO s0 x, ______ co sD ID111 0 J DESCRIPTION DATE No. _ Lo I x D IN ISSUED FOR BUILDING PERMIT u/28/23 1 w co 1047 ^" rn N I I CO 0 o 1107 0 b w I 1 Q io I I - z I I I N D109 T 1 T �? `n W I LO 1 1/4" 23'-6 1/2" 7 1/4" +/-20'- 11 1/2" 3 1/2" 22'- 1 1/2" 0 5 1/2" Q _ x ❑ M - - - - - - - - - - - N - - I - - - - - - - - - - - - 7 T Ch —('/) — I — r 1/�-f 0 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND T- T G7 SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE JE T.USED ONLY WITH RESPECT TO aD , ' zo LL I r THIS PROJECT AND ARE NOT R BE USED ON ANY OTHER PROJECT.SUBMISSION OR CONNECTION BITH THE I I Q : � MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z T ED I 2 i - 2 PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. 102 I I 5 1/,2" 5'-5" 3 1/2" 6'-4 1/4" 3 1/2" T-5' I 5'- 11" , 5 1/2" z A-302 _ _ w U co I N _ 3 1/2" - r New Construction I I ID108 r 107 6 p I N Ch -BENCH W/SHELF ABOVE- __ ___ - T w I I I - --- -- -- ---- r �, Stack x SD -= === r- - ---- Residence I I I ___ -------- ! 1 I I X 108 765o Nassau Point Road _. T srorI ICE i =__ ___ �I T Cutchogue, NY 11935 �; - - - - - — SPICES/ I _ ---- ---- r M C\jOILS 1 I N / \ i =__ _- -- ------- 1 N n / II 00 ENTRY POTS/PANS MICRO WINE ! ' I II I II � qD N 101 I I - - - - -� ❑ `r II /� iv R Cl) ARCHITECTURAL r I O M LO HEN ID 39 LINE OF WALL ABOVE -I x - o E S I G P L L C N PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM - - - - - - - - N I 1 1 1 T TEL:(631) 560-7908 wbarba@bardarch.com r p - - - > - - xr N PLATE CUTLERY L_ SHEETS/ TRASH t1) CV --- -- � \ BOARDS - r I \ ' ° ° ° I o UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS r X DOCUMENT IS A VIOLATION OF NEW YORK STATE 1 FirstFloor an ^ _ LAW. /4° _ ��-0" 1 1 3 A-302 1 1 I 1 1 A-301 A-301 JOB No. 2133 8' - 6" 8'-0" 4'-7 3/4" 4'- 1 3/4" 6'-9" 2' -9 1/2" 2'-9 1/2" 2'-9 1/2" 6' -9" 6'-0" 6'-4 3/4" 6'-0" 2'-5 1/21'-6 34- DATE 8" 16 -6 8' -9 1/2" 21'- 10 1/2' t- 1 12'-4 3/4' 16 -7" 1/14/22 �e 77'-9 1/2" DRAWN BYBB Z SCALE 9�� 039040 AS NOTED Or NEB' Cr 0 w DRAWING TITLE DWG No. U U SST FLOOR A-1o1 0 0 PLAN w O z i KEYED NOTES: FOR PERMIT CONSTRUCTION LEGEND EXISTING WALL DEMOLISHED WALL NEW WALL ® DOOR TAG WINDOW TAG O SD SMOKE DETECTOR 1 CD CARBON MONOXIDE DETECTOR A-301 T SHT. SECTION TAG # KEYNOTE 78'-9 1/2" 1'-8" 25'-3 1/2" 21'-3" 26'- 1 1/4" 3'-5 3/4" 1'-0' SIMPSON'HDU-5 9'-6 1/2" 2' -9 1/2" 8'- 11" 2'-9 1/2" 5'- 10 3/4" 5'- 10 3/4" 2'-9 1/2" 2'-7 1/2" HOLD DOWN z z FLOOR PLAN KEY a I I NOTE# NOTE TEXT U o I o ' 1 I GC TO PROVIDE GALVANIZED STRAPPING MFG'D BY MORE INFORMATION) LO 1 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR I r r O I PITCH SHOWER TOWARD CENTER DRAIN.CONTINUOUS 2 FIBERGLASS PAN TO EXTEND UP ADJACENT WALLS 12" x, X -N MIN.AND TO ADJACENT FLOOR 12". II AREA WELL AND PERMANANT LADDER SHALL BE I I 3 CONSTRUCTED IN COMPLIANCE WITH SECTION R310.3.2 Z I OF THE RESDIENTIAL BUILDING CODE OF NYS 2o2o ID2O7I PROVIDE PULL DOWN ATTIC STAIRS-BESSLER SPACE L 3' T-6 1/411 Q W.I.C. i ° I i 51/2 5'- 11 1/2" 5 1/2" 7 3 3/4" 3' 0 1/4" 4 SAVER-R.O.25 1/2"X54"SET TOP OF STAIR FRAME FLUSH TO TOP OF GEEING JOISTS. 0 1/4" I 5 PROVIDE 10o S.F.MIN.5/8"7YPE'X'GWB ABOVE BOILER O v 5 '1/2" 5 1/2 ______ .BATH 5 1/2" 5 1/2" Z r M I 207 6 R311 OF THE RESIDENTIAL SUILDINGPCODE OF NYS 2020 ao r 1206 r - V — — — — — — — — — — — — — — — — — — 1 N INSTALL'TRENCH DRAIN PAIN'AS MFG'D BY KILLARNEY 2 N i i r METALS,VERIFY WASHER SIZE PRIOR TO ORDER _-_ Ch PROVIDE&INSTALL MIN.4"PIA.16 GA.DUCT TO VENT �--------I --------------- -- a DRYER EXHAUST TO OUTSIDE WALL.FURNISH&INSTALL- 5 1/2" 11' 0" 5 1/2" 5'- 11 1/2" 5 1/2" T 1 l'-9 1/2" 5 1/2" j A BACKDRAFT DAMPER @ DUCT TERMINATION. 9 IL 4"P.G.SLAB W/6X6 10/10 WWM OVER 60 MIL VAPOR ❑ I i En _ I BARRIER ON 6"COMPACTED RCA. io SUMP PUMP INSTALLED PER LOCAL STATE AND FEDERAL Ln I - I - 10 BUILDING CODES Ez- I A- 01 N N W r L r 3 N V I I N \ co Q W N r -o I --------- ---------- ---- < X - ----- --- T z I 1 r SD SD r - --- o r z L 1 , 3 0 -1 1 r N CV I I CV - N I i F - - - - I I _ _ ❑ ❑ 206 �I M 208 M ; ISSUES / REVISIONS -------- I ---N --_-_------ �0$ M DESCRIPTION DATE No. 1 208 r Cl) ' ISSUED FOR BUILDING PERMIT 11/28/2 i )� w I I 1 0 �t a I i 5 11/2" 11'-0" 5 1/2" 5'- 11 1/2" 5 1/2" 4'- 1 1/2" w 5'-7 1/2" 5 1/2" -- - - ------ w i D20 I Y 31/2" W.LC r w \ I IU - o r r 1 N z i i �� IjiHEIIRM--#3 , o ID208, r r _ U 205 - co - w iI W.I.0 , 203 O -�--�� M 1, 2O5 SD b OPEN TO r ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND BELOW I' _ ' /' - M I C SD - SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO 7 1/4" 4 2 3/4' 4 1/2" 11 10 1/4' 4 1/2' 4 1 3/4 6' 9 3/4' I 15 0 1/4" THIS PROJECT ANDARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO N 8 71 _r I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE LIN. PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON z 2 I I r 3 1/2" 3 1/2" M \I A I c LAW COPYRIGHT OR OTHER RESERVED RIGHTS. v, /�A-302 I I N N r 201 6 ID203 - OPEN TO Cl) M BELOW ih New Construction i� DN EV"' L--- - - --- --- II O N N -- d - - - - - - - - - � r r - Stack w , �, W.I.C. SD o o r K r x ii T-5' 31/2" �* 31' 1" --d ---51/2" N r Residence CV (V CV N --- - r _ '765o Nassau Point Road 1204 D 4 r ID20 -Cm co co - M ___ ___ Cutchogue, NY 11935 SD \E/ 202n iI' 2O2ll'- 11 1/4" 7 -8 11/2" G - 1 1 6' -4" N N 3 1/2"--- --- 9'-7 1/2" ___ _-_5 1/2" N 3=_ - I— — — — — — — — — — — — — — — — — — — — — I 3 1/2 �, 3 1/2"_3 1/2" � r, 1 �* LIN' 202 co ° --- -- A R� 0;-)�A C\I It I e. D L— (V N M °� ARCHITECTURAL o x ` x -- X DESIGN. PLLC Lo N. J J r PO BOX 9o,BLUE POINT,NY n715 BARDARH.COM EDRM # — — — _ _ _ — — 1 o TEL:(631) 56o-79o8 wbarba@bardarch.com I— — — — — — — — i 204 - - - - - - - I 1 UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS L — — — — X x r _ _ — — DOCUMENT IS A VIOLATION OF NEW YORK STATE Lo LAW. J ' V301 JOB No. 1 2ND FLOOR PLAN A-302 2133 9'-6 1/2" 2'-9 1/2" 9'-5" 1'-3 1/1 2" 6'-0" 6' -3 1/2" 2' -5 1/2" 2' -5 1/2" 2'-5 1/2" 1'- 6 3/4 DATE \Nm J. 1'-8" 25'-3 1/2" 21'-9" 22'-6 1/2" 6' -6 1/2" 1'-0' 1/14/22 ij y 78'-9 1/2" DRAWN BY BB '- 0 .9T� 03F)0A z SCALE Q AS NOTED N w 0 w ¢ DRAWING TITLE DWG No. U r� ZND FLOOR A-lOZ 0 PLAN _ w 0 Z i KEYED NOTES: FOR PERMIT ROOFLEGEND ROOFING VALLEY BLIND VALLEY FLASHING EDGE OF ROOFING ---- LINE OF WALL BELOW ICE&WATER BARRIER SHT. SECTION TAG ROOF NOT 1 1. ICE AND WATER BARRIER SHALL BE INSTALLED IN A 301 EACH VALLEY 24"FROM VALLEY LINE,AND EXTEND FROM A POINT24"INSIDE THE BUILDING ENVELOPE TO THE EDGE OF ROOF OVERHANG. 2• BLIND VALLEY FLASHING SHALL BE INSTALLED AT BUT NOT BE LIMITED TO ALL VALLEYS,DORMERS,AND CRICKETS. 3. CONTRACTOR SHALL CONSTRUCT CRICKETS OF NOT LESS THAN 1/4"TO 1'PITCH WHEN WATER DAMMING IS POSSI6LE.CONTRACTOR SHALL CONFIRM ALL PLACEMENT WITH ARCHITECT PRIOR TO CONSTRUCTION. ----- CENERAL ROOF NOTE ----------- 1. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE ----- 3.1,3.3A,3.4 AND 3.7 OF THE 2015 EDITION WOOD _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ FRAME CONSTRUCTION MANUAL(WFCM).REFER TO - - - - - WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS O DN - - ---- ------- ------ SET OF DRAWINGS. V --__------------ _ -- --. —.._..__..__-__-- _ -— --- — --" — 2. FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF I AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED -_- _---- TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED ---- - BITUMEN 61TUMEN SHEET IS TO BE USED AND IS TO EXTEND Ln z __ I I FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 ------------------------------------------------- ----- ---- ----- ._.._..--- --- -- - -- ------ - --- U - -- -- - -- - --- - -- - - -- -- ------- --- - -- - --- - - - .- - - - - - -- - - - - - WALL LINE OF INCHES(610MM)INSIDE THE EXTERIOR N ---- - ------ ----._- - -- - _ _ _ _ _ _ 3 - - - - - RDA T R905.2 71 ® - -- --- -- -- ---- ---- -- -- --- -- -- - -- - - - - -- -- -- -- - - I �S R9 2,R404,R4O5 AND IS O SUBMIT H ROOF I � —- - - - z ------ - - ---- ------ ---- ---- ---- --- -- - --- --- -- -- - -- ---- -------- - ------ -- --- - - ------- -- I W w TO BE INSTALLED IN I INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE ------ __ TH P003.4 O -- ----- -------- ---- -------- ---- ----- -- ------------- --- -- ---- - -------- -- -- -- -- - — - - — - - - — - - — I U) 4. ASPHALT SHINGLE UNDEP AYMENT SRDANCE I TO COMPLY WITH I \ � I - --- --- - . . . 2 3 L SEAL STRIPS D S PS A FASTENERS ARE COMPLY WITH R90524 AND R90525 RESPECTIVELY. S. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M1801 W - -- -- - - - - - -- --- --- ---- ---- - - - - - ------ -_ --- - - ---- __ THROUGH M1804 AND CHAPTER 24. I 6• GC SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL --- e TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT _ - I Q I I HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR SHALL PROVIDE ADDITIONAL SPRAY FOAM INSULATION TO LIMIT FREEZING/CRACKING OF ELBOWS. --- --- -------------------------------- ---------------- pa 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 114" _-_-- i _-- -----------...------------------- - ----------------------------------_----- — I r PER FOOT, DRAINED TOWARD ROOF DRAINS AND/OR co \ ---- -- ---- - ---- -- ----- ------- - - -- ------ --- -- - - - ---- -- -- SCUPPERS. I I A 301 ° -- -- - ---- - - ----- ---------------- -- - - - - - - - - - - - - - - - -- ------ --- -------- - -- - -- ---- ------ - - - - - ----- - - - - -- - - G1 -- I 6 3/4"/1'-0" I I 6 3/4"/1'-0" -- ------------- --- --- - - -- ---- —---- ---- --- - - - - - - -- --- --- --- - ------------ ------- - --------------- --- ---- ------- - --- - -- -- — 2 II __-_-- r i \ q - - - - ISSUES / REVISIONS 0"/1'-0 DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 1 i 9 w w V) I -- - — - — - — - - — - - — - — - — - - — - I \�. ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT,SUBMISSION OR DISTRIBUTION TO 2 I / / \I I I ( I NNECTION WITH THE MEET J OFFICIAL T REQUIREMENTSEGULATORY T FOR OTHER TI POSES IN EARCHITECTSRO S NOT BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE COMMON \ — \ LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Ln A-302 / I — — — — — — — — — — — — — — — — — — — 1 I New Construction Stack I x FLAT ROOF I I I ------- Residence I PITCH 1/8" PER FOOT 756 o Nassau Point Road - - - - - - - - - - - - - \ I I I . Cutchogue, NY 11935 L- - - - - - - - - - - - - --- - - - - B A -41"\ D ARCHITECTURAL I I SWEEP _ - - - - - - - - - - - DESIGN, PLLC I PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631)56o-79o8 wbarba@bardarch.com I I UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS L - - - - - - - - - .- - - - - - - - - - - - - - - - - - - J 3 DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. A-301 1 JOB No. n Roof Plan A-302 33 EFtED qR 1/4 1 -0 J. DATE �\5��PM ggR'S/� 05/27/22 I 4A �X I DRAWN BY BB U) 0390Q0 z SCALE �OF N AS NOTED 0 w DRAWING TITLE DWG No. U CID Z ROOF PLAN A-103 0 0 w 0 Z . I KEYED NOTES: FOR PERMIT CE-NERAL ELEVAnON NOTES 1. ALL REQUIREMENTS FOR ROOF COVERIN4 SHALL BE IN COMPLIANCE WITH SECTION R9O5 OF THE RESIDENTIAL 1 3 BUILDING CODE OF NYS. 2• WEATHER-RESISTANT SIDING ATTACHMENT AND A-301 A-301 MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. 3• MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED ON THE WARM-IN-WINTER SIDE OF THE INSULATION AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL Riddle ENVELOPE,IN ACCORDANCE WITH SECTION R318. 26' - 6" 4. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE TO COMPLY WITH R703.2. f , r 5• FLASHING MATERIALS ARE TO BE CORROSION- 1 Ov �/ RESISTANT AND ARE TO BE INSTALLED IN 6 ACCORDANCE WITH R703.8,R903.2 AND R9O5.2.8. 9 1 6 7/8" 6 7/8" C.F Ra ROOF NOT • A-302 ! 2. ALL NAILING SHALL BE IN ACCORDANCE WITH TABLE I FRAME CONSTRUCTION MANUAL(WFCM EDITION ER TO WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS I SET OF DRAWINGS. 2• FOR ROOF SLOPES,ICE PROTECTION THAT CONSISTS OF E , AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET 15 TO BE USED AND IS TO EXTEND i � , - - __.. .. __•.-_.� .-.,__._,.. -•---..___ _.____..__..._.,. ---_.._-__..._.- .._-.._- FROM THE EAVE'SEDGETOA POINT AT LEAST 24 _ i fl�l --� ^�.. - -"-"-:"� � INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF , �\ (' j' THE BUILDING IN ACCORDANCE WITH R9o5.2.7.1. �(�I 3. ROOF COVERING MATERIALS IS TO COMPLY WITH ' i 1 - �. SECTIONS R902,Ra04,R905 AND IS TO SUBMIT h 2 INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R9O3.4 / - 4. ASPHALT SHINGLE UNDERLAYMENT 15 TO COMPLY WITH - - I -- �4— I R9O5.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO - _ - - i-.\\ _ II - ,_,-,-, COMPLY WITH R4O5.2.4 AND R905.2.5 RESPECTIVELY. { 4 --- - s. CHIMNEY&VENT SHALL COMPLY WITH SECTIONS M2802 THROUGH M-TINSTALL AND CHAPTER 24. 6• ROOF DRAINS OVER INTERIOR ALL TO ALLOW FORFIRST PLUMBING EL13OWAT NEXTHICHEST FLOOR. W - ---- CTOR n _Floor r _ _ 2 d 10' - 1 3/4" SHALL PROVIDE A HERE UAL SPRAY RAY FOAM INSULATION z -___________- TO LIMIT FREEZING/CRACKING OF ELBOWS. i i \ --- - ---------- -- a TJ ~ 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT 1/4" PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR SCUPPERS. 1 12� I 1� - - -- r -- ! 1 1- \ ELEVATION KEY \ -- __ \ L� ILLIJ 1 s - - i `I= _ I \\ i , IL \ f � NOTE TEXT F h \ r - - -------- - _ q 2 3 COAT Sil TUCCO OVER WIRE LATHE,REFER TO DETAILS Z N` I FOR MORE INFOORMATION.SOLDIER A RUNNING BON BRICK W/ COARSE AND SILL s 1 GAP.REFER TO DETAILS FOR MORE INFORMATION. 22 WINDOW'ANTIQUE BRONZE'. -- --.-----_---_.__.-___-__.____--------_-- _-- - - _------------'- ----- 1 # 2 BORAL SHAKER PANEL WALL PAINTED TO MATCH r 3 60RAL CLAP BOARD SIDING WITH s"EXPOSURE.COLOR: - - - ! ! -F-- — — O CREME-TBD = --- � = I - _ - -�I I _ 1st Flo - -,__ ____ �_ J� MARVIN ELEVATE WINDOWS.COLOR:ANTIQUE BRONZE. - _ ! 4 REFER TO A-601 FOR SIZES AND FUNCTION. --Z __ 5 CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, - - VALLEYS AND A CRICKETS. : L G SLATELINE ASPHALT LUXURY SHINGLE ROOF 6 INSTALLED PER MANUFACTURER RECOMMENDATIONS. n East Elevation COLOR:ENGLISH GRAY I 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON 1 4" = 1'-0" 7 METAL LATHE WITH 1X BORAL DECORATIVE HALF Ln TIMBERS. s BORAL GLAD WINDOW BOX WITH DRAINAGE PLUGS SET W ON FYPON BRACKETS.COLOR:ANTIQUE BRONZE 9 ZINCE COATED COPPER FIRE CAP SHROUD. U 10 FYPON BRACKETS PAINTED ANTIQUE BRONZE 11. BLUE STONE PAVERS SET ON 2"MUD BASE. ALL FASCIA,SOFFIT,FRIEZE,WINDOW AND DOOR TRIM ANTIQUE BRONZE O 12 SHALL BE CONSTRUCTED USING'BORAL'PAINTED - E-I 2 AREA WELL AND PERMANANT LADDER SHALL BE U A-302 1.3 CONSTRUCTED IN COMPLIANCE WITH SECTION R31o.3.2 OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 Ln14 5/4xG KEBONY DECK BOARDS W/CONCEALED O FASTENERS U — ------ — --- -- _-- ------� — — — — _ _ _Ride ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 1 6 3/4" Z % rr if / \ sALL' I —� �- r \\! ` THADPROJECT GN THE PROPERTY OFOF THFICATIONS DE ARCHITECT.THEY ARE TO BE USED ONEOF FURNISHED BY THE LY WITH RESPECT CT ARE TOHIS AND E NO BE USED ON ANY ER PROJECT. (n j I " - __ _ ' - - PMEET OFTFIS IAL REGULATO YT EOUIREMENTS OR FOOR OTHER PURPOSES IN CONONECTION W TH THE O NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON 0 LAW COPYRIGHT OR OTHER RESERVED RIGHTS. U New Construction _ _ , Stack Residence _ 2nd Floor -- _ _ -1' o"__ - b — 01 — • — _ _ _ 7 5o Nassau Point Road 10' - 1 3/4" Cutchogue NY u935 — r \ i � I I• �, I � t 1 � , ------------- ARCHI1'EC�'URIAL 1 0_1 -0 ; \ — DESIGN, PLLC PO BOX 9o,BLUE POINT, NY u715 BARDARH.COM TEL:(631)560-79o8 wbarba@bardarch.com A-402 11 — — - 1 St FloorUNAUTHORIZED ALTERATION OF ANY ITEM ON THIS — — — — DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. _—. -- 13 JOB No. I ! , I 2133 ED 2 North Elevation I - - -' �5� PM J.gq Cy/� �_0�� DATE �e 1/14/22 a I , DRAWN BY N . . r Ice= BB 0390 z SCALE Op N �� AS NOTED 0 w DRAWING TITLE DWG No. U 0 EXTERIOR z A-201 { 0 ELEVATIONS w p z i KEYED NOTES: FOR PERMIT CENERAL ELEVATION NOTES- 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R905OF THE RESIDENTIAL BUILDING CODE OF NYS. 2• WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE 703.4. 3 3. MOISTURE VAPOR RETARDERS ARE TO 13E INSTALLED A-301 A-301 ON THE WARM-IN-WINTER SIDE OF THE INSULATION AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL ENVELOPE,IN ACCORDANCE WITH SECTION R318. 4. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS INSTALLATION ARE To COMPLY WITH R703.2. Ride 5. FLASHING MATERIALS ARE TO BE CORROSION- i—r — 26' - 6" RESISTANT AND ARE TO BE INSTALLED IN ACCORDANCE WITH R703.8,R903.2 AND R905.2.8. I I CENERAL ROOF NOTES: II <A-302 1. ALL NAILIN4 SHALL BE IN ACCORDANCE WITH TABLE 3.1,3.3A,3.4 AND 3.7 OF THE2015 EDITION WOOD WINDOW LOAD/STRAPPING DESIGN SHEETS WITHIN THIS b � { FRAME CONSTRUCTION MANUAL(WFCM). REFER TO SET OF 2• FOR ROOF T SLOPES,ICE PROTECTION THAT CONSISTS OF AT LEAST TWO LAYERS OF UNDERLAYMENT CEMENTED TOGETHER OR OF A SELF ADHESIVE POLYMER MODIFIED BITUMEN SHEET IS TO BE USED AND IS TO EXTEND FROM THE EAVE'S EDGE TO A POINT AT LEAST 24 INCHES(610MM)INSIDE THE EXTERIOR WALL LINE OF THE BUILDING IN ACCORDANCE WITH R905.2.7.1. ROOF COVERING MATERIALS IS TO COMPLY WITH 1� 0 - - - SECTIONS R902,R904,R905 AND IS TO SUBMIT - - + I INFORMATION,DATA AND DETAILS.ROOF DRAINS ARE TO BE INSTALLED IN ACCORDANCE WITH R903.4 4. ASPHALT SHINGLE UNDERLAYMENT IS TO COMPLY WITH 21 R9O5.2.3.SELF-SEAL STRIPS AND FASTENERS ARE TO 05,2.4 AND R905.2.5 RESPECTIVELY. S H SECTIONS 1So1 COMPLY WITH R9 CHIMNEY VENT SHALL COMPLY WITH THROUGH M1804 AND CHAPTER 24. 5 _ i 6. 4G SHALL INSTALL ROOF DRAINS OVER INTERIOR WALL ((( 5 7/8" 5 7/8" I � � TO ALLOW FOR FIRST PLUMBING ELBOW AT NEXT Z f I � HIGHEST FLOOR WHERE UNACHIEVABLE CONTRACTOR TO SHALL-PROVIDE ADDITIONAL SPRAY FOAM INSULATION R \ SHA — _ _ — p _ _ _ _ _ — _ _ _ nd r LIMIT FREEZW4/GRAGKIN4 OF ELBOWS. z i 10' - 1F3/4" 7. ALL FLAT ROOFS SHALL HAVE A MINIMUM PITCH AT.T/4" 0 22 -.. 7 _._ _. - ---- - .__ _ _ L. i PER FOOT,DRAINED TOWARD ROOF DRAINS AND/OR C~ ..__ SCUPPERS. 1.0 - _ - ELEVATION KEY ZNOTE# 0 NOTE TEXT 7_t7 7- 11 1i 11 ( 1 10 3 COAT STUCCO OVER WIRE LATHE,REFER TO DETAILS -\ -_ �- --_-- _ FOR MORE INFORMATION. RUNNING BOND BRICK W/SOLDIER COARSE AND SILL v GAP.REFER TO DETAILS FOR MORE INFORMATION. I• I I I' LI !ORAL SHAKER PANEL WALL PAINTED TO MATCH - _ E-I - --- -- -- --- _ iI ( � _ ^ -- - ---_ -,'• WfNDOW'ANTIQUE BRONZE'. L._il __ v -�!?T� 3 !ORAL CLAP BOARD SIDING WITH 8"EXPOSURE.COLOR: O i q «-- ____-_` CREME-TBD ^�IL_ _24 -_ t - - MARVIN ELEVATE WINDOWS.COLOR:ANTIQUE BRONZE. REFER TO A-601 FOR SIZES AND FUNCTION, z — — — — — — — r _ — L — — — CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, � 1st Floor 11 5 VALLEYS AND CRICKETS. 0 30 YR.4AF SLATELINE ASPHALT LUXURY SHINGLE ROOF --m - ---_---.--- -_ -- --__ - 6 INSTALLED PER MANUFACTURER RECOMMENDATIONS. COLOR:EN4LISH GRAY 3 COAT(BROWN,SCRATCH&FINISH)STUCCO VENEER ON { 7 METAL LATHE WITH 1X!ORAL DECORATIVE HALF ----v"`� TIMBERS. W BOX WITH DRAINAGE PLUGS SET B L GLAD WINDOW ON FYPON BRACKETS,COLOR:ANTIQUE BRONZE � 1 W st Elevation 9 74NCE COATED COPPER FIRE GAP SHROUD. w 1/ = 1 -0 10 FYPON BRACKETS PAINTED ANTIQUE BRONZE 11 BLUE STONE PAVERS SET ON 1"MUD BASE. - O ALL FASCIA,SOFFIT,FRIEZE,WINDOW AND DOOR TRIM 12 SHALL BE CONSTRUCTED USIN4'!ORAL'PAINTED z ANTIQUE BRONZE O AREA WELL AND PERMANANT LADDER SHALL BE - E„I 13 CONSTRUCTED IN COMPLIANCE WITH SECTION R310,3.2 OF THE RESDIENTIAL BUILDING CODE OF NYS 2020 2 514"KESONY DECK BOARDS W/CONCEALED A-302 14 FASTENERS z 0 ISSUES / REVISIONS — _ _ _ _ _ _ _ _ _ _ _ _ _ Rid e DESCRIPTION DATE No. 1.1'-01, _ y 26' - 6" ISSUED FOR BUILDING PERMIT n/28/2 1 • 1'-0" � n q 1'-v W 6 3/4" 1' 0" � ; I L� 4 ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND { SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON / 2 . LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q A-301 f ? /� V-0" New Construction { Stack 5 ! Residence , _ - y,. 5 7/8„ D 65o Nassau Pointad tc 1 �. ��,� j Cu hogue, NY i9 2nd Floor i I 10' 13/4" �' o D, A R- ,� 17 - _- 1, y ARCHITECTURAL � 121 i �" --- DESIGN, PLLC , 2 1 1 ! PO BOX go,BLUE POINT, NY 11715 BARDARH.COM 108 I ii ff TEL:(631) 56o-79o8 wbarba@bardarch.com _ _--- -- --- /-' --r—�� UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE i LAW. 1st Floor —— " JOB No. 2133 �ERED A I --- --'---' ----- ----""' ATE _D - - 1/14/22 DRAWN BY .I South Elevation - 1/4" = 1,-0" BB �� SCALE �0 NE�1`l� Q AS NOTED w 0 w DRAWING TITLE DWG No. 0 Cn 0 EXTERIOR 0 A-202 0 0 ELEVATIONS w 0 z - I Z KEYED NOTES: A-302 INSULATION R-VALUES• ROOF/ATTIGO JOISTS R-49 FOR PERMIT CEILING WITHOUTUT ATTIC R-30(SOOS'F OR 20%) FLOORS @ UNCONDITIONED R-30 EXTERIOR WALLS R-2-0 BASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 Ridge CAVITY) 261 - 611 SLAB,zFT BELOW GRADE R-10 SECTION KEY yy _ NEW WINDOWS INSULATED GLASS i� 11 Q11 E NOT # NOTE TEXT 1'' I. PROVIDE 100 S.F.MIN.5/8"TYPE'X'GWr3 ABOVE f301LER 6 7/811 ROOF/ATTIC OPEN JOI FULL DEPTH BATT INSULATION 6 3/4" �%' 1'-1 'L GGTO PROVIDE GAWANIZED STRAppWG MFG'D BY z 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.C1N-z FOR ALLOWED FOR 500 SF OR z0%,WHICHEVER IS LESS WMEN THERE IS MORE INFORMATION) �/ fIL�NG WfTHOUTATTI . FULL DEPTH BATT INSULATION,R-30 NOT SUFFICIENT SPACE TO MEET R-49(CATHEDRAL, DORMER, 3 SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO 1, t ETa.) FRAMW4 MEMBERS AND NO MORE THAN s'-a'O.G 'I X 4 CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, AA A)77711 AA FLOORS ADJACENT TO UNr0NDITIONED_SPACE2 SINal-E PASS VALLEYS AND CRICKETS. (1-1/z" -z")SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL 5 GC TO PROVIDE GALVANIZED JOIST HANGERS AT ALL f' DEPTH SPRAY APPLIED OPEN CELL OR BATT INSULATION. LOCATIONS OF FLUSH FRAME GIRDERS,U.O.N. 1 � 6 4"P.G.SLAB W/6X6 10/10 WWM OVER 60 MIL VAPOR EXTERIOR 2X4 WALLS•FULL DEPTH BATT INSULATION' BARRIER ON 6"COMPACTED RBA. T- 3 COAT STUCCO SOFFITS OVER GALVANIZED METAL EXTERIOR 2XG A WALLS FULL DEPTH BATT INSULATION 7 LATHE OVER VAPOR BARRIER ON 5/8"COX PLYWOOD 302 / - SHEATHING INTERIOR WALLS:3"SAFE'N'SOUND STONE WOOL FIRE AND HONED BLUE STONE PATIO/STAIRS SET ON 1.11 MUD SET I j 1z r`k ! SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. & OVER 4"P.G.SLAB ON 6"COMPACTED RCA.SLABS SHALL MASTER BEDRM o LAUNDRY HALL BATH#2 BE HAUNCHED,DOWELED AND EPDXIED TO FOUNDATION y� 202A O INTERIOR FLOORS:6"SAFE'N'SOUND STONE WOOL FIRE AND AT Sz"O.G,TYPICAL OF ALL STONE PAT(onrEPS. 1 v O - �� 11 0 1'-Q" 11.01, SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. a PROVIDE JOISTS UNDER ALL PARALLEL WALLS ABOVE. 4 ALL CONDITIONED FLOORS OVER OUTSIDE SPACE SHALL 10 I� ; 6 3/4" {' 1 y 6 3/4" EXTERIOR BASEMENT/ AL p PAP WA S 3"R1GID INSULATION 10 BE FILLED SOLID WITH CLOSED CELL SPRAY INSULATION. M j (0) FULL LENGTH OF WALL COMPLETED IN 3"LIFTS TO ALLOW FOR PROPER OFF CASING. f M I' \ 2nd Flolor 'J-J,, r UNDER BASEMENT SLAB•W HABITABLE SPACES OR HEATED 2K6 G.T.@ ib"O.C. T .` d I r _ n - _.___. __._-_____- - ' 4 - v - 2nd FiOO GARAGE AREA'S APPLIED z"RIGID INSULATION UNDER ENTIRE 22 STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION AkvvT 1,111- 1 X, 1 11 1- 1 1T I I I I I 1 10 1 3/'4 �'1% 10' - 1 3/4rr SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS R311 OF THE RESIDENTIAL BUILDING CODE OF NYS 2oz0 2 I _- I �j�-� _ TO TOP OF FOOTING. T . •�-'r'' I II rENERAL SECTION NOTES: 'ENE A IN r ATION NOTE 1. FILL ALL VOIDS OF INSULATION ZONE,TYP. SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. 1 ALL DIMENSIONS NOTED ON SECTIONS ARE FRAMING __ N III' �J INCREASE DEPTH OF CLOSED E R-VALUES, FINISH MATERIAL OPT70NS. z• NS. DIMENSIONS.CONTRACTOR TO COORDINATE FOR ALL ____ _ _ _ _ _ ___ _ _ 3. WHERE NECESSARY TO ACHIEVE REQUIRED iQi - — S CELL INSULATION. z, WEATHER-RESISTANTSIDW6;ATTACHMENT AND 4. THIS INFORMATION MEETS CODE FOR zoz0 NEW YORK MINIMUM THICKNESS ARE TO COMPLY WITH TABLE STATE RESIDENTIAL BUILDING CODE. R703.4. ap _ I` _ FOU SEASONS ROOM 3. MOISTURE VAPOR RETARDERS ARE T E INSTALLED O pp - . .__ �__. �_,_- __-_I,_ � - ON THE WARM-IN-WINTER SIDE,OF THE INSULATION IN a, FAMILY RM FOYER PWDR PANTRY u - z ALL FRAMED WALLS,FLOORS AND ROOF/CEILING -- --- -- " O - ,..., �- • I _ I !I COMPRISING ELEMENTS OF THE BUILDING THERMAL 1 ( -2 1/4 I - -- ___-_ _-_ _- _-_; - - __- - -__ ENVELOPE,IN ACCORDANCE WITH SECTION R318. 4. STRUCTURAL MEMBERS ARE NOT TO BE GUT,BORED ' �� I, - 1st Floor , OR NO IN EXCESS OF THE LIMITATIONS SPECIFIED z J - - - - _ _ 1 st Floor IN FIGURE R50z.8.CUTS NOTCHES AND HOLES BORED IN M q J _ O r� ( \ / /\,/ A/�, O - n ENGINEERED WOOD PRODUCTS ARE NOT PERMITTED Y 1 Y Y Y Y Y Y Y Y 1 I i Y r / 4' Y T , x ' 1�" 1 r 1 '' Y 1 �. ' 1 �` Y Y O UNLESS THE EFFECTS OF SUC44 PENETRATIONS ARE IN _..--_-- 4 - _.- _1' - -- ------ SOz.8.2ANDASPERENGINEERED � c i Z 1/4 I ' I I ACCORDANCE WITH R 1' 2 1/4 I - _. --- AND OT 1 R ALSO TO COMPLY RECOMMENDATIONS. _ e s -i WOOD PRODUCTS MANUFACTURER - _ N CHNGA ARE _ _ z --' _---- _ ! .._-- ° _--. r - _ - - - - I f ! I 5. P P NG PENWITH ETRATION THROUGH FIRE-RESISTANCE 1 WALLS OR FLOOR ASSEMBLIES ARE TO BE - 1 I COMPLY WITH R317.3. i - 4 L- \ i - 6. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS O j -- _ - MEC ANICAL BASEMENT I INsrALLATroN ARE TO COMPLY WITH R703.2. , ! I - - ' � _' I ! ` � f � !- 7. FLASHING MATERIALS ARE TO BE CORROSION- w ID001 , - - - - I I--- ------' -I- -- - --- 00 Q 40 o.IDOO1 RESISTANT AND ARE TO BE INSTALLED IN ___ --- ! - -----' - - ACCORDANCE WITH R703.8,R403.2,AND R905.2.8. -- z _ ! __ I i - i I I , , � ! I _ _ 8• ALL LUMBER IN CONTACT W.CONCRETE SHALL BE - -- Sim �....-. - PRESSURE TREATED. I -- C 9. CONTRACTOR SHALL PROVIDE PROPER SHORIN4 AND �, --- - N-S Section @ 4 Seasons Room BRAGNG AS NECESSARY. I I -- __ Basemeint 1/4rr = 1 r_oa 1o. PROTECTION OF EXISTING SURFACES TO REMAIN ARE 9' 10 4,r - - - - - - _- - 3/1 THE SOLE RESPONSIBILITY OF THE CONTRACTOR -- -r -- - - - 11. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE NOTES. --- --- _ ----- - ---- -I-- !— ! I- -- - j — Q z o - mil Rm E W Section Family 2 1 - u 1/411 = 1'-0" A-302 A-401 H z Ride ISSUES / REVISIONS V 26' - 6rr DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT a/a8/a 1 a O � �� 6 3/4' Ca ,- ' ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT,THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON ti ---- --- - LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q - - - New Construction y; co -- Stack T a y" ----- - -_ MAS R 13E M � 'l�f,�� _ 10 W.I.C. A-401 l t Residence '765o Nassau Point Road ❑ _ 2nd Floor Cutchogue, NY 11935 o 10 1 - 1 3/4" i r _ _ 13 ARCHITECTURAL DESIGN, PLLC BATH #1 ID111 r W.I. ! RM#1 - 0- BED PO BOX 9o,BLUE POINT,NY u715 BARDARH.COM TEL:(631)56o-7908 wbarba@bardarch.com 2 1/4" \\ UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS �- - - - 4" \ 1------- 1st Floor DOCUMENT IS A VIOLATION OF NEW YORK STATE Awl - -- - Orr LAW. _1'- - -1'-0 1/4" 1' 2 1/4" T -- — I JOB No. - 2 1/4 9 2133 ERED AR 1 I b z ��\P M J.eq " ATE r, 4 D : I 05/27/22 ! BASEMENT RA _W bo I ID001 i � I DRAWN BY JJ, 01BB z SCALE ��N E�`l AS NOTED _ Basement Q I ! i - - 9 10 3/4 I ' r n � W ' I DRAWING TITLE DWG No. ! I I - --' -- -- - o BUILDING A 1 - 0 30 I I I ! - -- - - - -- - - - o E-W Section @ Waster Bedrm w SECTIONS 3 r 0r r 4rr 1=1/ 0 z i KEYED NOTES: INSULATION R-VALUES, ROOF/ATTIC OPEN JOISTS R-49 F O R P E RM IT 2 CEILING WITHOUT ATTIC R-30(500SF OR 20%) FLOORS @ UNCONDITIONED R-30 A-302 EXTERIOR WALLS R-20 BASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 CAVITY) SLAB,2FT BELOW GRADE R-20 SECTION KEY NEW WINDOWS INSULATED GLASS NOTE# NOTE TEXT 1 1'YPI A INSULATION APPLICATIONS C,I,ONC ISLAND RECIOM ROOF/ATTIC,OPEN JOISTS:FULL DEPTH BATT INSULATION I. PROVIDE 100 S.F.MIN.5/a°7YPE'X'GWB ABOVE BOILER 4-Roof Cr,TO PROVIDE GALVANIZED STRAPPING MFG'D BY 18' - 8 3/4" OILING WITHOUT ATTI "FULL DEPTH BATT INSULATION,R-30 2 'SIMPSON'STRONG TIE,TYP.(REFER TO SHT.GN-2 FOR ALLOWED FOR 500 SF OR 20%,WHICHEVER IS LESS WHEN THERE IS MORE INFORMATION) `L NOT SUFFICIENT SPACE TO MEET R-49(CATHEDRAL,DORMER, 3 SOLID BLOCKING UNDER ALL WALLS PERPENDICULAR TO A-3O1 1' p11 � a ETC) FRAMING MEMBERS AND NO MORE THAN 8'-o"0.0 1 _p 4 CONCEALED FLASHING AT ALL ROOF/WALL TRANSITIONS, ELOO ADJACENT TO UNCONDITIONED PAP SINGLE PASS VALLEYS AND CRICKETS" 2'1 SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL 5. COTO PROVIDE GALVANIZED JOIST HANGERS AT ALL e--t� DEPTH SPRAY APPLIED OPEN DELL OR BATE INSULATION. LOCATIONS OF FLUSH FRAME GIRDERS,U.O.N. !! 4"P.C.SLAB W/6X6 1-0/y0 WWM OVER 60 MIL VAPOR 4 EXTERIOR 2X4 MALLS•FULL DEPTH BATT INSULATION 6 BARRIER ON 6"COMPACTED RCA. 3 COAT STUCCO SOFFITS OVER GALVANIZED METAL EXTERIOR 2x6 WALLS,FULL DEPTH BAIT INSULATION 7 LATHE OVER VAPOR BARRIER ON 5/8"CPX PLYWOOD AY.4Q,1 SHEATHING �\ \ 1'-O" `��'�� r1 r/, / �`_ •y`y � I HONED BLUE STONE PATIO/ST'AIRS SET ON 1"MUD SET INTERIOR WALLS:3"SAFE'N'SOUND STONE WOOL F11RE AND I w' I SOUNDPROOFING INSULATION AS MANUFACTURED 13Y ROXUL,INC. OVER 4"P.G.SLAB ON 6"COMPACTED RCA.SLABS SHALL N�_ — i�r, - _ _ _ 2nd_Floor 8 8E HAUNCHED,DOWELED AND EPDXIED TO FOUNDATION N — 10' - 1 3/4" INTERIOR FLOORS:6"SAFEIN'SOUND STONE WOOL FNE AND AT y2"O.C,TYPICAL OF ALL STONE PATIO/STEPS. T r- ------- SOUNDPROOFING INSULATION AS MANUFACTURED t3Y ROXUL,INC. 9 PROVIDE JOISTS UNDER ALL PARALLEL WALLS ABOVE. ' T ALL CONDITIONED FLOORS OVER OUTSIDE SPACE SHALL ------_---...------.__.__.-------- EXTERIOR ASEM BE LID WITH N. nT/ AlJ PA �IA S�3"RICidD INSULATION 1O H CLOSED CELL SPRAY INSULATION. I FULL LENGTH OF WALL COMPLETED IN 3"LIFTS TO ALLOW FOR PROPER OFF CASING. I.J. 2X6 G.T @ yb"O.G UNDER BASEMENT NT AB IN HABITABLE SPACES OR.HEATED /\ Ih _ GARAGE AREA'S APPLIED 2"RIGfD INSULATION UNDER ENTIRE STAIRS AND HANDRAILS SHALL COMPLY WITH SECTION 12 R31I.OF THE RESIDENTIAL BUILDING CODE OF NYS 2020 I �' �` � `� ! N � N j � SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS I TO TOP OF FOOTING. T 11 FOUR SEASONS ROOM1 CO LIVING RM c° o r : , CEN A SECTION NOTES; LT GENERAL(/dSULATION MOTES• °D1. FILL ALL VOIDS OF INSULATION ZONE,TYiP. 1. ALL DIMENSIONS NOTED ON SECTIONS ARE FRAMING2. SEE SPEGFICATIONS FOR SPECIAL CONDfA70NS. DIMENSIONS.CONTRACTOR TO COORDINATE FOR ALL I 3. WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES, FINISH MATERIAL OPTIONS. -- _-. --__ _. .- L- -I•..__ __ INCREASE DEPTH OF CLOSED CELL INSULATION. 2. WEATHER-RESISTANT SIDING ATTACHMENT AND 4. THIS INFORMATION MEETS CODE FOR 2020 NEW YORK MINIMUM THICKNESS ARE TO COMPLY WITH TABLE $ -2 1/4" STATE RESIDENTIAL BUILDING CODE. R7D3.4. z 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED 1st Floor _®� Or' ON THE WARM-IN-WINTER SIDE,OF THE INSULATION IN O --- ^-- -1 ALL FRAMED WALLS,FLOORS AND ROOF/GEILfNG -2 1/4rr a . COMPRISING ELEMENTS OF THE BUILDING THERMAL - - . 1' 2 1/4" / ENVELOPE,IN ACCORDANCE WITH SECTION R31S. 4. STRUCTURAL MEMBERS ARE NOT TO BE CUT,BORED t ---- N 3 OR NOTCHED IN EXCESS OF THE LIMITATIONS SPECIFIED IN FIGURE R502& GUTS NOTCHES AND HOLES BORED I DUCTS ARE NOT UNLESS THE EFFECTS OF SUCH PENETRATIONS ARE N " ACCORDANCE WITH R502.8.2 AND AS PER ENGINEEEP O -- BASEMENT WOOD PRODUCTS MANUFACTURER RECOMMENDATIONS. STUD DRILLING AND NOTCHING ARE ALSO TO COMPLY WITH R602.6. Z ! 5. PIPING PENETRATION THROUGH FIRE-RESISTANCE -- 6 _! - _ _ -I- - --I - _ RATED WALLS OR FLOOR ASSEMBLIES ARE TO BE -,I 4 I -- --- COMPLY WITH R317.3. — -- -- - --- -- - — 6. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS _ — - — _ Basement INSTALLATION ARE TO COMPLY WITH R703.2. r n 7. FLASHING MATERIALS ARE TO BE CORROSION- z - - — 9 10 3/4 ESISTANTAND ARE TO BE INSTALLED IN - --- ACCORDANCE WITH R703.8,R903.2,AND R905.2.8. z - - - I j 8. ALL LUMBER IN CONTACT W.CONCRETE SHALL BE z Q - - PRESSURE TREATED. I I - I I—� -- ' 9. CONTRACTOR SHALL PROVIDE PROPER SHORING AND I- -, -- - 8RA CING AS NECESSARY. - I I 10. PROTECTION OF EXISTING SURFACES TO REMAIN ARE I I I I I THE SOLE RESPONSIBILITY OF THE CONTRACTOR. ---- -- I- -- - - - - 11. REFER TO OTHER SHEETS FOR ADDITIONAL TRADE I I - H n E-W Section Livin Room "OYES. w U 1/4" = 1'-011 1 3 uA-301 A-301 M z 0 Ridge._ � 26' - 6" N1 r-p,r z p 0 8" 8" - 1 r a V ISSUES / REVISIONS A-302 22 � 4 DESCRIPTION DATE No. z 1' 0" ATTIC o I ISSUED FOR BUILDING PERMIT u/28/23 i o j r I _ _ _ , o - —� All 0 /� i CM M SHALL AULDREMAGN iSE PRIFICATIONS OPERTY OF D COPIES ARCHITECT.THEREOF EREOEY ARE FURNISHED E BY THE ARCHr EH RASP AND TO W.I.C. BEDRM#3 L o. LAUNDRY HALL o \ - � -j THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z �\ - ID206 ID208MEET OFFICIAL REGULATORY IS NOT TO E CONSTRUED AS PUBLICATION ON IN DEROGATION OF HE ARCHITECTS COMMON 00 � �� °I 12 � LAW COPYRIGHT OR OTHER RESERVED RIGHTS. New Construction 2nd Floor CO- Stack w --___.___ _ _ _ ___ _____. o — o - -- - �� i Al �l 10' - 1 3/4" xr , - - ---- --- -- Residence Road �65o Nassau Point .� 7 Cutchogue, NY 11935 - _ � I i 1 �, \ —T 1 f.-�. _ 1 - _ � ' T 09 IL, o i I �k Y B,7�A Rr, i _ LIVING RM `\ � \ DINING RM ,' I \ / I FOYER ° ' ' ARCHITECTURAL C DESIGN, PLLC li�- t — --4" — r P X go,BLUE POINT,NY 11715 BARDARH.COM � , � O rr 0 0 BO - ----- -- - - -- - -- -- - - - -- -- - - -- - y� �%�\ _ _-_ 0 TEL:(631) 56o-79o8 wbarba@bardarch.com ---- -2'-0" r -1'-21/4" -1'-21/4" -= -; - - UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS a DOCUMENT IS A VIOLATION OF NEW YORK STATE : I LAW. JOB No. BASEMENT I... 2133 -- - , - I -- co co I 0�5 MD.gRcJyi ATE � D �� e9 C) 11/28/23 RAW D N I I I I I I I Q I Basement BY U, ` I a✓ 9 10 3/4 BB -- - I o Q' 3 0 04 9 , z sC NEB I , I I - .. I --\ I _ - - - --- - - - ---- - ---- -- - - - --- - --- - - - I AS NOTED „ I , I - - - i - - - i - I - ; - .- - ,,I --__. I __. I - -! - ! - W I I -- : ! - I : - ---i ; - ; ; - I � I i I ! ' III Ii I ( I ! � I -- I I � I 1 I ! I I � � I 'I - I I - I I _ - II ! I - DRAWING TITLE DWG No. U U) F- 2 N-S,Section @ Foyer z BUILDING A- OZ 1/4 = 1 0 o SECTIONS w 0 z i KEYED NOTES: FOR PERMIT CLOSED CELL SPRAY FOAM INSULATION.COMPLETE IN 3"LIFTS TO ALLOW FOR OFF CASING. (R-49 REQUIRED AT ALL ROOFS) I 0, HZA HURRICANE STRAPS AS MF4'D BY y19 - Y. — �- INSULATION R-VALUES, ROOF/ATTIC OPEN JOISTS R-49 'SIMPSON',EACH RAFTER.TYP. '' �� A, CEILING CEILING WITHOUT ATTIC R-30(SODSF OR 20%) 0}p FLOORS @ UNCONDITIONED R-30 30 YR.GAF SLATELINE ASPHALT `I' EXTERIOR WALLS R_3,0 LUXURY SHINGLE ROOF INSTALLED PER {{ 2Xw C.T.@ 16"O.G. —►I BASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 MANUFACTURER RECOMMENDATIONS. t CAVITY) SLAB,2FT BELOW GRADE 10 COLOR:ENGLISH GRAY R- I INSULATED GLASS U I NEW WINDOWS 30 YR.GAF SLATELINE ASPHALT LUXURY SHINGLE ROOF INSTALLED PER MANUFACTURER RECOMMENDATIONIS. TYPI.A INcAnpN APPLICATIONS(I ONL ISLAND RE roh; li.? II . &QQF1A7TfC,OPEN JOLTS:FULL DEPTH BATT INSULATION COLOR:ENGLISH GRAY - hI ": I CEILING WITHOUT Al-0 0,FULL DEPTH SATT INSULATION,R-30 6 3/4' At FOR 500 SF OR 20%,WHICHEVER IS LESS WHEN THERE IS 2nd Floor NOT SUFFICIENT SPACE TO MEET R-49(CATHEDRAL,DORMER, I `'I 10' - 1 3/4" ETC) CLOSED DELL SPRAY FOAlM t V IZED DRI D E INSULATION.COMPLETE IN 3"LIFTS s ' CLOSED CELL SPRAY FOAM INSULATION.COMPLETE IN 3"LIFTIS � 4"PAINT GRADE GROWN AS SELECTED f0 ALLOW FOR OFF 4ASINcG. GAL AN P E BY OWNERt SINGLE PASS R-45'REQUIRED AT ALL ROOFfS) z a ii z r' _ — __ - _ ( -49 REQUIRED AT ALL ROOFS) (1Ol/2'G A2')SPRAY APPLIED^CLOSED CELL FOLLOWED BY FULL TO ALLOW FOR OFF CASING• ..,.. ,. R .• y WINDOW HEEADER-REFER TO DEPTH SPRAY APPLIED OPEN CELL OR BATT INSULATION. f H2A HURRICANE STRAPS AS MFG'D BY I H2A HURRICANE STRAPS AS MFG'D(3Y (j•t \` STRUCTURAL DRAWINGS FOR SIZES 'SIMPSON',EACH RAFTER TYP. O\� @ y� EXTERIOR 2x4 WALLS:FULL DEPTH BATT INSULATION S ( � -_ _ 'SIMPSON',EACH RAFTER.TY1P. i ` " �% -- ��~y \ P� 9O ALT EXTERIOR 2X6 WALLS:FULL DEPTH BATT INSULATION � I f � LUXURY SHINGLE ROOF INSTALLED PERBORAL FASCIA BOARDS AND RIM � INTERIOR l!ALLS.3', SAFENSOUND STONE WOOL FIRE AND j REFER TO STRUCTURAL MANUFACTURER RECOMMENDATIONS. � MARVIN`EiLEVATE'WINDOWS ° SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. DRAWINGS FOR RAFTER SIZING 1-_3„ COLOR:ENGLISH GRAY _ -- ` o 3/4' GDX PLYWOOD SHEATHINlC DOLOR:At,VTIQUE BRONZE ---- �' I I + AND ORIENTATION o 0 INTERIOR FLOORS:6"SAFEW SOUND STONE WOOL FIRE AND o ` ! I SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. _ GALVANIZED DRIP EDGE — 2-Second Floor (2)3/4"PLYWOOD GUSSET RAFTER SWEE 8' - �r y -- _E:�•� r _� =` �- PS ER RAFTE PR GC SHALL 8 3 `/A FWALLS-3' R EXTERIOR f3ASFMENT/ Al d cDA/IF CID INSULATION I {� FULL LENGTH OF WALL I '� - • "INTERIOR MIN. HENRY BLUE SKIN ROOFINI4 , .;MEMBRANE W/ICE AND WATER i- i UNDER BASEMENTS A&IN HABITABLE SPACES OR HEATED I _ -i it 71X PRE RIMED NICKEL CAP PANELING SHEIL.D AT ALL OVERHANGS,Tt0 GARAGE AREA'S APPLIED 2"RICID INSULATION UNDER ENTIRE 1'-2„ f .- .: ' ' '�. \ .:i EXTEND 24"INSIDE BUILDINIG � / SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS Z I \ ^{ — TO TOP OF FOOTING. ENVELOPE-REFER TO ROOF FLAW { WINDOW FLASHING + _ !ENE A INSULATION NOTES, CV 1 i 1 : �� iw SO L FLATSTOCK Q K O { .�G,: r \ r 1. FILL ALL VOIDS OF INSULATION ZONE,TYP. z � . `I 2. SEE SPECIFICATIONS FOR SPECIAL CONDITIONS. �/ 3. WHERE NECESSARY TO ACHIEVE REQUIRED R-VALUES, O MDF MULL. -PROFILE T.B.D. �(,�� \ �� ; 2X BORAL TRIM ~ BORAL FASCIA BOARDS AND TRIM INCREASE DEPTH OF CLOSED CELL INSULATION. 3 COAT(BROWN,SCRATCH Cy FINISH)'STUCCO VENEER ON META4L I 4. THIS INFORMATION MEETS CODE FOR 2020 NEW YORK j LAT}HE I \ STATE RESIDENTIAL BUILDING COPE. O c� 9'ENERAL ELEVATION NOTES, ( ' /` ✓'< 1. ALL REQUIREMENTS FOR ROOF COVERING SHALL BE IN COMPLIANCE WITH SECTION R9O5 OF THE RESIDENTIAL BUILDING CODE OF NYS. O \s 2. WEATHER-RESISTANT SIDING ATTACHMENT AND MINIMUM THICKNESS ARE TO COMPLY WITH TABLE / 703.4. 3. MOISTURE VAPOR RETARDERS ARE TO BE INSTALLED O I ON THE WARM-IN-WINTER SIPE OF THE INSULATION ~-c ( AND ALL FRAMED WALLS,FLOORS AND ROOF/CEILING COMPRISING ELEMENTS OF THE BUILDING THERMAL W � WINDOW FLASHING ENVELOPE,IN ACCORDANCE WITH SECTION R318. z I �� : 4. HOUSE WRAP MATERIAL OR BUILDING FELT AND ITS Q 1 /� ( INSTALLATION ARE TO COMPLY WITH R703.2. Q I j MDF MULL.-PROFILE TBP• III 5. FLASHING MATERIALS ARE TO BE 4 CORROSION- {` RESISTANT AND ARE TO BE INSTALLED IN 1X BORAL TRIM WINDOW HEADER-REFER TO '{ ACCORDANCE WITH R703.8,R903.2 AND R90S.2.8. / STRUCTURAL DRAWINGS FOR SIZES1.. L I STRAPPING NOTE• Ln ALL BUILDING STRAPPING SHALL BE INSTALLED IN ACCORDANCE MARVIN'ELEVATE'WINDOWS COLOR:ANTIQUE BRONZE WITH THE RESIDENTIAL BUILDING CODE OF NYS 2020.REFER TO W .��: BHT.GN-2 FOR MORE(NFORATION. Q MARVIN'EILEVATE'WINDOWS z WINDOW FLASHING ---- `--COLOR:AMTIQUE BRONZE of { 3/4"CPX PLYWOOD SHEATHING r _ _ O U ` CG -- HENRY BLUE SKIN VAPOR BARRIER L c� Zt ' iX BORAL TRIM 6 1/4" O Y` V ` 1 O ), MDF SILL A4ND APRON -PROFILE T.B.D. 00 ISSUES REVISIONS/ SIONS CONTINUOUS DRIP EDGE 4 3/4" G� * \ ` -• ALL FAUX HALF TIMBERS SHALL HAVE \r -� \ :', DESCRIPTION DATE No. z TAPERED TOP EDGGE. ` f .� N r ISSUED FOR BUILDING PERMIT 11/28/2 1 W \\ MDF SILL AND APRON -PROFILE T.B.D. N "• `-�\ � 2nd Floor CV) z ALL SHALL 1 FAUX HALF TIMBERS 3E I I:' 1 O' - 1 3/4" `� J' ��-t•' i `~ L FULL DEPTH CLOSED CELL SPRAY C7 CONSTRUCTED USING BORAL ANID WAPPLIED AFTER 1ST GOAT OF STUCCO \ -- HARDI-PLAN'ARTISAN'LAP SIDING r{: AND CAULKED AT ALL EDGES Q (' `� ''✓ 1 1/4'•..I4 1/4" / I FOAM(R-21) r R-13 SATT INSULATIO)N \ ^C I ' \ l 3/4"I'"' S ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEV ARE TO BE USED ONLYNLY WITH RESPECT TO , J THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO S MEETOFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON 2"THICK CLOSED CELL SPRA4Y I MDF SASE MOLDING-PROFILE T.B.D. 3/4"CDX PLYWOOD SHEATHING INSULATION l I -� W ! / R-13 SATT INSULAnON I \�' "� LAW COPYRIGHT OR OTHER RESERVED RIGHTS, HENRY SLUE SKIN VAPOR BARRIER l New Construction T&4 ARDWOOD FLOORING I �� 3/4"T&G PLYWOOD SUBFLOOR I'' ' 2"THICK GILOSED DELL SPRAY fNSULATIOW , '"O/`✓' I� Stack Residence HENRY BLUE SKIN VAPOR BARRIER OVEER I' 5/8"DUROCK BACKER BOARD 5/8"CDX PLYWOOD SHEATHINIC, l+ REFER TRUVCTURA L ,I'I ':J � 6 o Nassau Point Road DRAWINGS FOR FLOOR JOIST P.T.FURRING.REFER TO DIMENSIONS T' I J 75 �* I = Cutcho ue NY - ISIZINC AND ORIENTATION M r� u 935 CS16 HURRICANE STRAPPINIC I d BETWEEN LEVELS TO EXTEND FROIM ( N ~ MDF BASE lMOLDfN4 -PROFILE T.B.D.zo ,?FIRST FLOOR WALL FRAMING T'O SEG0NP FLOOR WALL FRAMWIG _ ` ` SOLID COPIWC W/1"EASED EDGE PROFILE ( �. 4"PAINT GRADE GROWN AS SELECTED P.T.FURRING.REFER TO DIMENSIONS � � 3/4"T&G PLYWOOD SUBFLOOR BY OWNER r \ C I' _ 1st Floor ARCHITE 5/8"DUROCK SACKER BOARD I i /' ? 1 .,• l;: h G ........... ...r.,. r 11 �/2 1° CTUl2AL r , 3 COAT(BROWN,SCRATCH& 'SIMPSON'C516 COIL STRAPS @ 16"O.G., :�� ;? FINISH)STUCCO VENEER ON METAL 2X4 P,T.SILL OVER TERMITE SHEfLD 11 R-30 SATT'INSULATION ( '• >. PO BOX FASTEN UNDER SILL PLATE PER 1. LATHE �/ 90,BLUE POINT,NY 11'715 BARDARH.COM MANUFACTURER RECOMMENDATIONS — _ — _ — — — 1_st Floor TEL:(631) 560-79o8 wbarba@bardarch.com I '. On 1"BLUE STONE TERRACE r I ' 2X10 P.T.STILL OVER TERMITE SHEILD ( i ry i OVER 1"MUDSET I UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS 3 COAT(BROWN,SCRATCH,& -t- 1/2"WEEP HOLES @ 36"o.C. _ _ ' -- -T-� DOCUMENT IS A VIOLATION OF NEW YORK STATE M I ?�,- LAW. .�` FINIS :STUCCO VENEER ON META\L \/ LATHIE MDF CASE MOLDING-PROFILE T.B.D. l I 518"ANCHOR SOLT @ 16"O.G. 1�, j / — JOB No. Z.CC.DRIP EP4iE /-' T&4 ARDWOOD FLOORING - 2133 t31 A 3/4"T&G PLYWOOD SUSFLOOR - ---- 1 ---- -- 5 1 2n' 10nc = 2 1/2" 141 LL �r� < !� - -= --- - DATE ,,,- 1X6 DE'CKIN4 TO MATCH EXISTINIC — --- 1 st Floor - -_--- I - - ^ �� `,'' '� �� n�.A 0 r: .: ..«1 ,• II 05/27/22 —_ #5 RE13AR,@ 12"O.C. 2 RIGID INSULATION INTEGRATED BRICK HAUNCH W/ - -- \ -- OVER 6"COMPACTED RCA DRAWN B k;.'• , I I-I___ 2w10 P.T.D.J �� OVER 60 MIL VAPOR BARRIER BB N� 0 1 #S REBAR 12"O.G TIED BACK TO: --- - --- (REFER TO STRUCTURAL PLANS) �`^ 390,�0 ANCHOR BOLT,REFER TO REINFORCEMENTS- --- c VERTICAL/HORIZONTAL I _' ` Y., 5/8"ANCHOR BOLT @ 16"O.G. f #5 REBAR @ � _ I 0 % FOUNDATION DETAILS ` -- - ---. J --i - - --_ SCALE F N E -- - --- J 2"O.G. Z y FOR MORE INFORMATIOIN --I #5 REBAR I@ 12"O.G.VERTICALLY I Q AS NOTED I -- 1 Ir P.T.2X6 SELL PLATE LIQUID APPLIED---- W WATERPROOFING - L • I \ R-3oBAITwsuLAnoN - WATERPROOFING R@ VERTICALLY DRAWING TITLE DWG No. LIQUID APPLIED I J - ( _ -- #5 REBA 12"OC VERTICA U COPPER TERMITE SH51LID - - -- WALL � I I I Q W A 2 -q.ol "R-10 INSULATION. ! - - ! - - - -- _- -- - SECTIONS CJT ical Wall Section T Ical Wall 'Se yp _ ill Typical Wall Section 4 Seasons Porch - vp _ �� _ n @ Stair--_ �I ,- 3 Yp - 1 1/2 1 0 1 1/2 1 0 _ 1 1/2" = 1' 0" Z I i KEYED NOTES: FOR PERMIT INSULATION R-VA EC ROOF/ATTIC OPEN JOISTS R-49 CEILING WITHOUT ATTIC R-30(5005F OR 20%) FLOORS @ UNCONDITIONED R-30 EXTERIOR WALLS R-20 BASEMENT/CRAWL(INT.APPLIED) R-15 WALL(R-19 CAVITY) SLAB,2FT BELOW GRADE R-10 NEW WINDOWS INSULATED GLASS 3-COAT STUCCO VENEER'.OVER TYPICAL INSULATION APPLICAnQ61.5(LONG•ISLAND RE6I0601 3/4"FINISHED FLOORING -�� 3/4"FINISHED FLOORING GALVANIZED METIAL LAITHE ROOF/ATTIC,OPEN JOISTS,FULL DEPTH BATT INSULATION HENRY BLUE SKIN VAPOR BARRIER C.EILINC WITHOUT ATIM,FULL DEPTH BATT INSULATION,R-30 3/4" T&:G ADVANTEGH I 3/4" T&G ADVANTECH I, 2X6 P.T.SILL OVER TE;RMfTE SHEILD ALLOWED FOR 500 SF OR 20%,WHICHEVER IS LESS WHEN THERE 15 SUBFLOOR PANEL GLUED AND \ 3-COAT STUCCO VENEER OVER SUBFLOOR PANEL GLUED AND SCREWED @ 8"O.G.TYP. \ I / GALVANIZED METIAL LATHE SCREWED @ 9"O.c.TYP. FIRST FLO R SUB-FLOOR FIRST FLOOR SUB-FLOOR NOTSUFFlGENT SPACE TO MEET R-49(CATHEDRAL,DORMER, _ _ Z.GC DRIP EDGE ETC.) -0" (EL: 18.5' I 1/2"PREMOULDED FILLESR JOINT / 0'-0" (EL: 18.5') FLOORS ADJACENTTOUNCONDITIONED SPACES-SINGLE PASS FIRST FLOOR SUB-FLOOR r CAULKING @ PERIMEITER 0� (1-1/2" -2")SPRAY APPLIED CLOSED CELL FOLLOWED BY FULL / I- - - - - - - SLAB,TYP. DEPTH SPRAY APPLIED OPEN CELL OR BATT INSULATION. 0'-0" (EL: 18.8 T.O. STEM WALL HENRY BLUE SKIN VAPOR BARRIER NATURAL STONE- _ _ EXTERIOR 2X4 WALLS:FULL DEPTH BATT INSULATION OVERMUDSET 4-2 1/4" (EL: 18.31 EXTERIOR 2X6 WALLS:S•FULL DEPTH BATT INSULATION DO ° \ T.O. FINISH PATIO INTERIOR WALLS,3"SAFE'N'SOUND STONE WOOL FIRE AND SIMPSON'C�26 COIL STRAPS @ 16"O.G., - SOUNDPROOFING INSULATION AS MANUFACTURED BY ROXUL,INC. I FASTEN UNDER SILL PLATE PER MANUFACTURER RECOMMENDATIONS O s -O'-3 1/4" (EL. 18.23) i I — � INTERIOR FLOORS 6"SAFEW'SOUND STONE WOOL FIRE AND SOUNDPROOFING INSULATION AS MANUFACTURED BY ROKUL,INC. 2X6 P.T.SILL OVER 7ERM1 4"P.G.SLAB W/f.X6 10/1l0 WWM - — - T.O FOUNDATION WALL Y — - - - - _ - - OVER 60 MIL VAPOR 8ARZRIER T.O. FOUNDATION WALL EXTERIOR(3ASFMENT/DRAWL SPA WALLS'3"RIGID INSULATION FULL LENGTH OF WALL -1'-2 1/8" (EL: 17.32) -1'-2 1/8"(EL: 17.32) 11.7/8"I-JOISTS 11 7/S"(-JOISTS • 6"COMPACTED GRANWLAR FILL ND R BASEMENT AQ:IN HABITABLE SPACES OR HEATED REFER TO STRUCTURAL PLANS " 5/8"ANCHOR BOLT @ 16"O.G. REFER TO STRUCTURAL PLANS __; -_. GARAGE AREA'S APPLIED 2"RIGID INSULATION UNDER ENTIRE 1 a .- ' FOR SIZE AND ORIENTATION FOR SIZE AND ORIENTATION ° ° -_ I ( ' —I( I I SLAB AND WRAPPED DOWN THE INTERIOR OF FOUNDATION WALLS -- -- _ - & TO TOP OF FOOTING. Z.GC. I _12 P.G.HA p - I a UNGH DOWEELL • RIP EDGE EPDXY @ 12"O.G.(TYP)) -- -I—--I ---! --I CENEF 4 INSULATION NOTES, I s/s"ANCHOR --- - R BOLT 16' O.G. 1. FILL ALL VOIDS OF INSULATION ZONE,TYP. 2. SEE SPECIFICA77ONS FOR SPECIAL -- J- -- _ 3. WHERE NECESSARY TO ACHIEVER REQUIRED CONDITIONS. -VALUES, 7 - z 0'- 10" - -- —_' iI-- INCREASE DEPTH OF CLOSED DELL INSULATION. ^ I- 4. THIS INFORMATION MEETS CODE FOR 2020 NEW YORK — -- --- -- - -- -- -do .00 STATE RESIDENTIAL BUILDING CODE. - Z -- - -_ -- --- - ----' -- - -- ! I- - EBAR @ 12"O.G.#sR #SR Li - ' zI- O ---- ---- - - --- - -I - -- —- -- -- - U - - - - - - 3-COAT STUCCO VENEER OVER I I 1 I W -- - --I - - - ( GALVANIZED METIAL LATHE 1st Floor 0" 7ty A -- --- - -- GALVANIZED COIL STRAPPING AS a - _ MFG'D BY'SIMPSON'.1 PER STUD. _. #5 REBAR "C 05 REBAR @ 1-2"O.C.VERTICALLY @ 12 O.G.VERtTICALLY ---- - - ° -_-_ -- I -_- 1+ t HENRY BLUE SKIN VAPOR BARRIER r l I Cn L.-J ° --- --- -- - —I ii I II --I LIQUID APPLIED -- - --- I A -- ---= - - • LIQUID PPLIED--- - i ° - -W TERPR -- I _ c 4"X4"K1/4"STEEL LINTELS,TYP. W -- --W TE P 00 N - A - -OOFI NG I - _ A R R FI G , --!-I--GRADE v, RADE INSULATION. ( 1 2"R-101NSULATION. I _-2"R-10 (.1 TERMINATE 6"BELOW FINISH TERMINATE 6"BELOW FINJISH - _--- --- I --- --- Z G - 0 - - - I --- - - --- -I — � I ISSUES / REVISIONS • I I I -- _ L--- - - -- --I-' ---III-- ' �---� I--- - ' ,- i- II �I i -- _ DESCRIPTION DATE No. --- -4'-0" ISSUED FOR BUILDING PERMIT 11/28/a3 i — _ - - I IJ LO ° Q 'YJ . -- -- - - ! - BASEMENT EGRESS WELL --- - ---- '; = ,- � r _I ! Ln I W 1 WALL O.C.VERTICALLY HORIZONTAL#5 AND 4 @ 12" a REBAR @ [� `, _ o -- -- T --- SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND __. IGALLY -_- -_- --- - - - - -- ---_ - ALL DRAWINGS,SPEC( .t ' - - -- --� _� MARVIN'ELEVATE' PUSH OUT I ` _ _ SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO CASEMENT.MODEL ELGA 2955E -' - _-, - _ ! I_ __ ! THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO _ ' •,. ' ---- - - ---i --- I _ - - --— -- -_ '. --1 _ MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE -- -- --- ° --I - PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON -� LAW COPYRIGHT OR OTHER RESERVED RIGHTS � I I ----- --- I---I (EGRESS UNIT) -- --- --- - - -- CONCEALED WINDOW PAN _. ED!LADDER V • i --- 11COMPLYINNG WITHFNYS R:BGSEGTlON _ ___ _ _ _ w Construction e on W/DRIP E GE - -- --- a - ------- --- --- _ D I {- r I - WIDTH 1S' Stack --- ° -- I ---- I ' ---------- ° __ Z.GG. DRIP EDGE I_ __. UNG DEPTH:13 r' W - V r P G'MfN I -- ----- 11= � ,'-2 ,/2" -- IG:I 1 ' O. ! Residence - I I _ 440 - a Point Road ----! � ---�--- -- - -- ° ° - --- —i--_ — i--- - '765o Nassau -- --- -- - I— - -- - I - --- ' - ° _ Cutchogue, NY 11935 ` - � . . _ - ° I i 4„PERFORATED FRE- 14"PER `: -- -- ° -- - - --- SE IN IN - ---_ • ° - ( - - ! IT IN GRAVEL -NCI DRA - --SET IN GRAVEL._FRENCH( DRA Q 4 -O _'4"SAND GRAVEL M CROUP - -- --- _ ° -- -- „ - - --- - a< -- - - -- ''SOIL OF UNITED SOIL RO I rXUTRE -- - - ----- r 8 ° ,t ---' -_ -_. - ._ - - _--I - - 2"R-10 INSULATION. _— GLASSIFIGATION SYSTEM(, RDA 1/2"PREMOULDED FILLER a _ 1/2"PREMOULDED FELLER o- - _ _ __ e + COMPLYING WITH NYSRr3G - —I -- TERMINATE 6" E-OW FINISH - I ^ B F S STRIPS ---I STRIPS ' . -- -- RAVE G -- --' ! - - f ,, � -�,'� ARCHITECTURAL ' ' EX PT- - - 1o.3.z.z. CE Ion DE5IGN. PlLCG - 4' P.G.SLAB W/6X6 20/10 WWM <- : p : LrQuID APPLrED war RooFING .M - - PO BOX 9o,BLUE POINT,NY 11 i BARDARH.COM 4"P.C.SLAB W/&X6 10/io WWM LF I .Jl OVER 60 MIL VAPOR BARRIER - OVER 60 MIL VAPOR BARRIER - - -- --- rye' � ' ° --� _i I ��- _° _ I ¢."P.G.SLAB W/6X6 10/10 WWM 2„ ERP 7 5 T.O. BASEMENT SLAB T --__ - - T.O. BASEMENT SLAB (R 1-0)R1G1D INSULATION,OVER 60 -- - I TEL:(631)560-7908 wbarba@bardarch.com , a - - - MIL VAPOR BARRIER,OVER I- - - a _ _ ' ,' Y CRUSHED ROCK AGGREGATE - n 9-10 7/8 (EL: 8.48) o -- -9-10 7/8 (EL:8.48) :{ _ - - - 4 ---- --- a- ° —I- -- • :-1 ! UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS o' - I---- o -- -- ! DOCUMENT IS A VIOLATION OF NEW YORK STATE ° -- - - - - . < - LAW -- - - - 10 3/4 Baselmen L _-�• JOB No. 1 4" - ! PERFORATEDNCH I 2133 I ` - --- a °' SET IN GRAVEL. � 1J , �- I ° RA11 { I ! 2"(R-10)RlcilD INSULATION I -- • • - °_ TIN • ° --- 20"w10"P.G.FOOTING--- 2"(R-10)RIGID INSULATION - P. .__ ,° 20"w10"P G FOO G • • • D -- - -- - DATE �� ann J� i I I I III --- I I- -- - - --- --- � - � -- ----I ---I ---' - r -- - - --- B.O. FOOTING - -- -- - - ---- ---- --- B.O. FOOTING __ j ! — ----' --- --- --- -- - -- — 05/27/22 m ! _ I 6 COMPAGTE GRANULAR FILL -- ------ ------ ----I ---- - I ---: �)- -- � - - 6"COMPACTED GRANULAR FILL I : 1 : - - ! ---- I -- - - '._ __. - I I< 10 10 7/8 EL:7.48 -10-10 7/8" EL:7.4 I 1 R•;° ( ) -- I,-- --- I ---I - I —I --- --- -- - - -- ( 8) —I --- - - ' --- ---- --- - - - --- - - - - - - -' -__, _ DRAWN BY — -- --- -- - - - --- ---- - - t I -I I ---- - --- - - -- -- 1 8 - I I(3)#5 REBAR CONTINUOUS -- I --- ---- 1 I - • ---- I - --- --- 11 -----I ---- - - ---- I— I --- ----' I ---- --- � I --- --1 # < B B 5 REBAR CONTINUOUJS : I I I . II III III I I I � I I I I c ) I : I 20 w10"P.G.FOOTING W/(3)#s I II BARS CONTINUOUS I- -' - --I _ - - -I . . - i C7 CALF 9�fi �3s �o - - - _ N AS NOTED I DEATIL - TYPICAL FOUNDATION @ " LU r� DETAIL - TYPICAL FOUNDATION WALL n STONE PATIO U 1 1/2" = 1'-0" 1 1/2" = 1'-0" �� Detail O Window Well v DRAWING TITLE DWG No. FOUNDATION ° A-402 Aj VIA z _ DETAILS 0 w 0 z KEYED NOTES: R PERMIT digs xa , Is— a a 4 i �r Yt" t s k I,I u � I MII I I , " t r i h t 1 I , 4 v , r _ s , d _ } „ a Amy � i • z Cn u x z 0 u ■ t S y �� Y '�,' 'e; r 5�l & " J"'C Fre.Y y4`�i+r,1'�....... , 1-1 n, t z 2Am > M z W � r l V rr i�. z i s : w I v ! '.� "„ ISSUES / REVISIONS I r r_ DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 r a w ' w Gl z — -— w ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND —- SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PHOJECTAND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. w Q New Construction «, s P,�.;,�, ,�:"' 4 1`:+ � s..:sf' ,:. ;: ,."'. , ., -.. ,L ..:. .a�., ��m. 'n•, v�',>ry.�. at 'T t'. ,,.± a..-.,d �t 3� fr i s: Y t _ u�i� S,•. jt.} 'n. '% tkv w*s.�'tx .-,i,. a.F, ,t �,x� .� k +� >, yo , M Stack wr +�r.`{', > , ,:, T 4, ,>+�" 2„r 1..,, ey-„ ; C �., - ," x ?C.. ,. ,.: .. ',,. ;*c,< •". r.: 'r, ,, a w .: ,,: .,, ..,,..., .� Ln esl ence 6 o Nassau Point Road x. g 93 5 a.. BARBA w 3 .. M� : {.. e, r :. ,..:r •.ilk y y ARCHITECTURAL CTUR AL DESIGN, w .> PI.LC I � f MAL ` PO BOX 9o,BLUE POINT, NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com y UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE �rt r, LAW. JOB No. 2133 - x` DATE Y p ` r /q , of � � 4 , �T .'f5` ,,y ♦ .. ..,-`rt "r`M ; �1,`��r" ��r Y" 4 4 1/14/22 �a , _ w ,ro „ RAW r D N BY 'a4r° s 4+parF BB a r �. �� g ac r 7 N ' r X 1 r a = ` � — OP \N 9T soap tom , z SCALE NE . t AS NOTED a: CC a„ >" W DRAWING TITLE DWG No. _ o 00 RENDERINGS A- 0 5 In 0 i KEYED NOTES: WINDOW SCHEDULE FOR PERMIT Unil.� Type WiA& Heigkp Head Heigh# Ma—Aatfvttr I Fi., sl e.l, 001 CASEMENT-MULTI 4'-8" 4' -7 1/4" &'-O" M0.rvi-Windows and Povrs Park Brame, BASEMENT EGRESS UNIT 102 CASEMENT z'-8" 5'-4 1/4" 8'-O" Marv,..+,Wlndoev$,and Davy Dark.Bronze, 103 CASEMENT z'-8" S -4 1/4" 8'-O" Marv,.-WLndovvs and Doors Dark,Brawze - NE A NOTE 104 CASEMENT 2' -4" 5' -4" 8'-0" Marv,.-Wi-d and Doors Dark,Brame EGRESS UNIT 1.05 CASEMENT Z-4" 5'-4" 8'-0" Marv,-Wfndowsand Days, Park Bronze, EGRESS UNIT I. ALL EXTERIOR UNITS ARE NON-IMPACT.WINDOW 106 CASEMENT 2'-4" 5'-4" s'-O" MarvLIly dowy a,&Dowry Dark,Bronze EGRESS UNIT PROTECTION SHALL BE PROVIDED BY GC AND INCLUDE 107 CASEMENT 2'-4" S-4" S'-O" Kwvi-WL ztc,V and Doors Dark,Bronze EGRESS UNIT BUT NOT BE LIMITED TO PLYWOOD PANELS AND/OR 110 CASEMENT-MULTI 4' -4" 6'-01/2" 8'-O" Marvi,wWindowsandDowry Dark,Bronac STORMGUARDIAN KEVLAR MESH. 112 CASEMENT-MULTI 4'-4" 6'-0 1/2" 8'-0" Marv,—Windows and Dowry Dark,Srowze, 2• ALL 41_A74NG SHALL HAVE DUAL-PANE LOW-E 113 CASEMENT-MULTI 4' -4" 6' -O 1/z" 7'-8" Marvin,Windows and Doors Park Branae INSULATED GLASS. 114 CASEMENT-MULTI 4'-4" 6'-0 1/2" 7'-8" Marvi-Windowyd an Doors3. PROVIDE SAFETY GLAZING AS PER SECTION REDS OF Dark,Bronze THE RESIDENTIAL BUILDING CODE OF NYS FOR ALL 115 CASEMENT-MULTI 4' -4" 6'-0 1/2" 7'-8" Marv(.-WLndowsand Doors Dark,Bronze HAZARDOUS AREAS ILPIN((R308 CALL GLASS LESS THAN 117 CASEMENT-MULTI 4'-4" 6'-01/2" 7'-8" Marv,-WwA~,,-and Dowry Dark,Bronze, HA A.F.F.SHALL BE TEMPERED. 118 CASEMENT-MULTI 4' -4" 6'-O 1/z" 7'-8" M"V,-WLnoAows and Doors Dark,BroHzo .18" 119 CASEMENT-MULTI 4'-4" 6'-O 1/2" 7'-8" Marvi.w Wi,n.dov,5,"Door$, ParkBra—ze WINDOW NOTES• 121 CASEMENT 3'-O" 4'-7 1/4" 8' -O" M"Vv_W ndowy and Paors Dark,Brov ze, 122 CASEMENT 3'-0" 4'-7 1/4" 8' -0" M"vi.-WinAowj a"Doors Dark,Bronze I. NEW WINDOWS SHALL BE SUPPLIED BY MARVIN WITH iz3 CASEMENT-MULTI W-4" 4' -7 1/4" 8'-0" Marv,.-W(-d a,d,Pam, Park Browse BRONZE EXTERIOR FINISH. 125 CASEMENT 2'-4" 4'-7 114" s'-O" M"V,-w ndowsand,Dowry Dark,l3ronze, 2• FOR OPERABLE MARVIN WINDOWS:ALL UNITS SHALL izb CASEMENT z'-4" 4'-7 1/4" &'-O" Marvi.wWindovryand Door$, DarkBranze RECEIVE INSECT SCREENS. 127 CASEMENT 2'-4" 4'-7 1/4" &'-0" MarvL-Windows and Povrs Dark,Bronze 128 CASEMENT 2'-4" 4'-7 2/4" 8'-O" Marvi.—Windows and Doors Dark,Bronze EXTERIOR DOOR NOTES, 1.24 CASEMENT-MULTI 4'-8" 4'-4" 7'-O" Marvi—Windows and Doors Dark,Bronze 1. NEW EXTERIOR DOORS SHALL BE SUPPLIED BY MARVIN 130 CASEMENT 2'-4" 4'-7 114" S'-7 1/2" Marvi.—W4 dowsand Doors Park,Browze WITH BRONZE FINISH,U.O.N. 131 CASEMENT 2'-4" 4' -7 1/4" 8'-7 1/2" Marv,-Windows and.Paors Dark Bro—ze, 2. ALL EXTERIOR DOORS SHALL BE 2 1/4"THICK U.O.N. 132 CASEMENT 2'-4" 4'-7 1/4" S'-7 1/2" Marvi-W,doves and Dowry Dark,Bronze 3. EXTERIOR DOOR SCREENS SHALL HAVE INSECT 3.33 CASEMENT 2'-4" 4'-7 1/4" S'-7 1/2" MarvL—Windows and Dowry Dark,Bronze, SCREENS U.O.N. 1.34 CASEMENT 2' -4" 4'-71/4" S'-71/2" Marvin,WLndowsa.&Dovrs Park,Bro-ze, 200 CASEMENT 2'-4" z'-7 1/4" 11'-S 3/4" Marvi.—WLndaws and Dowry Dark,Browze FIXED UNIT INTERIOR DOOR NOTES: 201 CASEMENT z'-4" 2'-7 1/4" 11'-8 3/4" Marvi.wW4,Aowy and Dowry Dark,Brame, FIXED UNIT 202 CASEMENT 2'-4" 2'-7 1/4" 11'-8 3/4" Marviw Windows and Dowry Dark,Bronze FIXED UNIT I. INTERIOR DOORS SHALL BE SUPPLIED BY'UPSTATE,, 203 CASEMENT z'-4" 4'-7 1/4" b'-8" MarviwW;ndawv and Dowry Dark,Brome, FIXED UNIT FONTRICK'OR APPROVED EQUAL. 2. DOOR LEAVES SHALL BE 1 3/8"THIGc U.D.N. 204 CASEMENT 2'-4" 4'-7 1/4" 6'-8" M"V-i_windowsand Doors Dark,Bronze, FIXED UNIT 3. ALL UNITS SHALL BE 3-PANEL SHAKER WITH PAINT 205 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marv,n,Wl-z(.& and Doors Dark,Bronze, FIXED UNIT GRADE FINISH. 206 CASEMENT 2'-4" 2'-7 1/4" 6' -8" Marv,-WLndow$,"Pavrs Dark,Browse FIXED UNIT 207 CASEMENT 2'-4" 5-11 1/4" 8'-O" Marvi—WL..dows and Doers Dark,Brome, EGRESS UNIT We CASEMENT 2'-4" 5'-11 1/4" 8'-0" Ma Vv_Windows and Doors Dark,Bronze, EGRESS UNIT 209 CASEMENT z'-4" V -11 1/4" 8'-0" Mwvi4,W"4owsand Doers Dark,Bronze, EGRESS UNIT 210 CASEMENT 2'-4" 3'-3 1/4" 13'-O 1/2" MarvL—Windows and Doors Dark,Browze, FIXED UNIT Z211 CASEMENT 2'-4" 3'-11 1/4" 8' -O" Marv,-mndows and Doors Dark,Bronze EGRESS UNIT Q212 CASEMENT 2'-4" 3'-I.J.1/4" 8'-0" Marvi-Wi (,,, a d Doors Dark,Bronze, EGRESS UNIT 213 CASEMENT 2'-4" 3'-11 1/4" 8' -O" Marvi.w WLndowy and Doers Dark,Bronze z 214 CASEMENT 2'-4" 3' -1.1 1/4" 8'-O" Marvi.—Windows and Doors Dark,Bronze, 0 215 CASEMENT 2' -4" 3' -11 1/4" 8'-0" Marv,-Windows and Doors Dark,Brome, v 22 i 6 CASEMENT 2'-4" 5'- t 1/4" 8'-0" or Mvi-WLndovvs and Doors Dark,Bra me,, EGRESS UNIT 217 CASEMENT 2'-4" S-I.J.1/4" 8'-0" M"V,n,Wi Aev,,, nd Doers Dark,Bronze, EGRESS UNIT 23.8 CASEMENT 2'-4" 5'-11 1/4" 8'-0" Morey ww4ows and Doors Dark Browze, EGRESS UNIT Z 224 CASEMENT 2'-4" 3'-3 1/4" 13'-O 1/2" Me rvL—Windows and,Doors Dark,Browze, FIXED UNIT 220 CASEMENT 2'-4" 3'-11 114" 6'-8" MarvL-Window$,and Door$, Dark Bronze EGRESS UNIT O 22-1 CASEMENT 2'-4" 3'-I.J.114" 6'-8" Marv,—Wv daws and Doors Dark,Bronze, EGRESS UNIT 222 CASEMENT 2'-4" 3' -111/4" 6'-S" Mwvr_Wlndowsa,&Doors Dark,Bra—,re, EGRESS UNIT 22.3 CASEMENT z'-4" 3'-li 1/4" 6' -8" Marv,-WLndov "Doers Dark,Bronze EGRESS UNIT 224 CASEMENT 2'-4" 2'-7 1/4" 6'-0" MarvL-Windows and Doers Dark,Bronze z 225 CASEMENT z'-4" 2'-7 1/4" 6'-0" M"VL—Windows and Doors Dark,Brume, O226 BASEMENT 2'-4" 2'-7 1/4" 3'-0" Marvin.Windows and Doors Dark,Browzo 227 CASEMENT 2'-4" 2'-7 1/4" 3' -0" Marvin,Windovvs and Doors Dark,Srowze, r•O•-aI 228 CASEMENT 2'-4" 2'-7 1/4" 11'-s 3/4" Marvi in-Wdow and s Days ar Dk,Brome, 2z4 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marvi-Windows and Dovr$, Park,Brovze, Z 230 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marv,-WLndowsand Doors Dark,Browze, FIXED UNIT 231 CASEMENT 2'-4" 4'-7 1/4" 6'-8" Marv,—W,ndowsand Dowry P"k,Bromc FIXED UNIT z 232 CASEMENT 2'-4" 4' -7 1/4" 6'-8" Marvin.Windows and Doers Dark,Browze FIXED UNIT Q Q EXTERIOR DOOR SCHEDULE LlU;L:_# Oparallo- Heigkf Widfk Funtfio— I Ma_"p4fv F-,i f ILOtxmCn ly 7.01 SINGLE INSWING 8'-O" 3'-O" EwferLor SELECT DOOR WOOD-TBD 108 OX SLIDER 7'-11.1/2" S-11" E "i.&r Marv,-Windows and Povrs P"k,6rome, E4RESS UNIT W 104 OXXO SLIDER S'-0" 4'-9" EwferLov Marvi-W,ndawsa-&Povrs Dark,Bronze, CENTOR SCREEN V 111 FRENCH INSWING 7'-11 1/2" 6'-0 3/4" ExderLar Marv,-W,ndowsand,Dovrs, Dark,Bronze, 0 116 FRENCH INSWING 7'-13 1/2" 6'-0 3/4" EwferLar Marvi.-Windows and Dovr$, Dark,Bronze, 120 OXXO SLIDER 7'-11 1/z" 11'-11" Ewferiar Marvi—Windows and Doors Dark Brame, 7" u 124 SINGLE INSWING Exh4,r SELECT DOOR WOOD-TBD F U INTERIOR DOOR SCHEDULE z Q UK.i.f-ae Operafio- Heigkt Widfk Ma.uMacfurer FLr i�{ f, / I D001 SINGLE 6'-&" 2'-8" SELECT,UPSTATE OR FONTRICK E R PAINT GRADE 3/4 HOUR FIRE W/SELF CLOSER ISSUES REVISIONS ID001 SINGLE 6'-8" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT GRADE DESCRIPTION DATE No. P107 8'-o" "2'- ID107A 81_p1, 2' _4" ISSUED FOR BUILDING PERMIT 11/28/23 1 W IDSOS 81-01, Z -4" I D209 DOUBLE-POCKET S' -O° s' P. -s" SELECT,UPSTATE OR FONTRIC,` PAINT GRADE 0 IP110 8'-011 2'-81, ID110A 81-01, 2'_8. WW 8'-01, 2�_81, 1D110B (� ID111 81-01, 2'-81! ID201a SINGLE 6'-8" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT GRADE ID202- SINGLE 6'-8" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT CRAPE W ID ;zA SINGLE 6'-e" 2'-0" SELECT,UPSTATE OR FONTRICK PAINT CRAPE Q ID20213 SINGLE V-8" 2'-0" SELECT,UPSTATE OR FONTRICK PAINT GRADE I1>203 SINGLE 6'-8" 2'-a" SELECT,UPSTATE OR FONTRICK PAINT GRADE ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND ID204 SINGLE 6'-s" 2'-6" SELECT,UPSTATE OR FONTRICK PAINT GRADE SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO IP;W4A SINGLE THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO 8" 2'-b" SELECT,UPSTATE OR FONTRICK PAINT GRADE MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON IDzos SINGLE 6'-ell 2'-b° SELECT,UPSTATE OR FONTRICC PAINT GRADE LAW COPYRIGHTOR OTHER RESERVED RIGHTS. C7 v7 ID205A SINGLE 6'-8" 2' -b" SELECT,UPSTATE OR FONTRICK PAINT CRAVE W ID206 SINGLE 6'-8" 2'-6" SELECT,UPSTATE OR FONTRICK PAINT CRAPE Q ID206A SINGLE 6'-8" 2'-6" SELECT,UPSTATE OR FONTRIGK PAINT GRADE New Construction V 10207 81NGLE V-8" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT CRAPE Stack ID208 SINGLE 6'-s" 2'-8" SELECT,UPSTATE OR FONTRICK PAINT CR E AP W IP208A SINGLE 6'-8" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT CRAPE VfD20Ea SINGLE 6'-S" 2'-4" SELECT,UPSTATE OR FONTRICK PAINT GRADE Residence U7 ID234 8'-O" 2I -g" 765o Nassau Point Road Cutchogue, NY 11935 D'f . P A R� ARCHITECTURAL DESIGN, PLLC PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 �,�EFtED qRC DATE ��\��PM J. 0 05/27/22 L DRAWN BY BB N (n 0390a0 O� z SCALE T�Or NE�� AS NOTED 0 w DRAWING TITLE DWG No. WINDOW AND DOOR A-601 SCHEDULES 0 z KEYED NOTES: FOR PERMIT STRUCTURALLEGEND SEARING WALL SHEAR WALL ® ® STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS INDICATES SIZE,SPACING AND F.J. ► DIRECTION SPAN OF FRAMING SECTION TAG SHT. Fl- i I I I I I I — z o (3)2x10- DROPPE I - - I_. I .. _ � .,,.,.-.-..,a.,_.... - - ,....,.. ... ..F...w.,. . � v — — — — — — — — m — — — — — — — m — — — — — — — — m — — — — — — — — Iw — — — — — — — — — — — — — — — — — — — _ I i � r 8'- 11 1/4" 8'- 11 1/4" 8'- 11 1/4" 8'- 11 1/4" 8'- 11 1/4" 2 3/4" 1 I I I O 0 0 I I I I it U @) (3j I I SLAB ON GRADEco I I I I I d o I I I I I ' I z , -�—T 11 7/8"TJI 360 F.J. @ 16"O.C. o a �, � i I 1 i I I I I I ON N L- - - - - - - - - - - - - - - - w (3)�2x10- DROPPED II (3) 2x10- DROPPED z 9xi0- I FnC�FR I Q — — — — — — — - =11f1FT I I — — — — — — — — — — — — - - — — — IBnI I � I as I I j I v I ll'I BEAM POCKET 1 o I II O I I I .I I `r° I I 13'- 11 3/4" o I 13'- 10 3/4" I j a - I i @ I ! I li I N o I I olllll IG o � I u o I SLAB ON GRADE I r I I m I11BI RB 3 1/2 w / ; 1 z a I I i I v I I - INNT o I I I I T I N I I 42"x80"x 12" u I I 00 I U I W/#5 BAR @ 10" I — 2xa- LEDGFR— _ — — — — -� 3 O.C. EACH WAY I ' _.—.-.._r_..... 'r � BEAM POCKET 'r� I J III I 1 z - 11 7/8 TJI 360 x10 EDGER — — — _ — — — — I�x10- LEDGEF� . — — — — — — — — — — — — — — — — — — F.J. @ 16 C. r I I 3 1/2 BEAM POCKET I I IIII— —I RB I ISSUES REVISIONS rr II I � I x i 'j I — — _ _ _ -_ _ — _ _ _ _ _ — M II ( I DESCRIPTION DATE No. Z I r I I III Cl) r I N I ISSUED FOR BUILDING PERMIT a/a8/z3 i i I I 11 7/8"TJ1360 F.J. @ 16"O.C. —I ► 4 1 r J vIUNI l i ? I o I I I I I IBVI l = 1 III RB 3 1/2 Inlll — — — — — — I �w II I I III O --- - - 0 I I 11 7/8"TJI 230 F.J. @ 16"O.C. I 11 7/8"TJI 360 F.J. @ 16"O.C. - n i Q I o I; I 36x36x12 III J I ///I''x^) �W/(4)#5 BAR N �,�° CO I i H WAY r III *- r I I r i ALL DRAWINGS SPECIFICATIONS AND COPIES THEREOF C� I I "' I RB 3 1/L2 _ _ J EAC Q I EREOF FURNISHED BY THE ARCHITEWITHCT ARE AND PERTY OF THE NLY S w �' X I I X I I ISLAB ON GRADE I I THS$HALPRO ECT AND AREN T TO BE USED ON ANYTOTHER PROJECT.SUBMI USED SSION OR DISTRIBUTION TO r I MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON tz7 `° 36x36x12 M M i LAW COPYRIGHT OR OTHER RESERVED RIGHTS. w I I X I I I LO Oil I W/(4)#5 BAR Q I I r ooc I I ell I EACH WAY pI I I - - - I New Construction H -I I '�� 72x72x18 I (2) 1 3/4xh1/4 LVL- DRIOPP r v °° N I ( axo I'. I I W/(8)#5 BAR _. � . m I I I I ' I ----------- --_- StC�C�� :. r r Imo# --r,..-_._T x I I II NII r - -III-I - - -, EACH WAY L — I_ J - - - -1 v l I r i RB 3,/2 Residence ' I I r I I , I I' I HSS5X5X1/4 4'-4 1/4" 5I-I 7 3/4 I _ BEAM POCKET— '765o Nassau Point Road I I I I 3sx36x12 I Cutchogue, NY 11935 - - - - - - - - - - - - I ,I _ RB 3 11/2 I I I\ EACH WAY I I 11 7/8 TJI 360 F.J.@ 16 O.C. i _ - - — W/(4)#5 BAR � I - - �2) 1 3/4x11 7/8 LVL- FLUSH; - - - - - - - - - - - - - L - - J I �r RB 3 1/2 f — — — — _ I � i I I I r r I i - _-- -- I: '� ARCHITECTURAL 9'- 11 3/4" 9'- 11 3/4" 8 3/4" 11' -9 1/2" f = I DESIGN, PLLC BEAM POCKET � - - — — — — — — — — — J .� — — -- -- - - - --- PO BOX 9o,BLUE POINT,NY u7i5 BARDARH.COM I ! TEL.(631)56o-79o8 wbarba@bardarch.com BEAM POCKET _-__ ___— _...___ _ __ I UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE _- — — .-.a__._.. __r_..,... . .. —_w__ . ._.,w_.,��`. _ -_ `_- LAW. JOB No. 2133 ,� FtED A C n Foundation Structural Plan �� DATE 1/4 = 1 -0 05/27/22 DRAWN BY BB C 9T 039040 Q z SCALE ��F N E�� AS NOTED 0 w Q DRAWING TITLE DWG No. FOUNDATION 0 STRUCTURAL S-100 z 0 0 _ w PLAN 0 Z . I I KEYED NOTES: FOR PERMIT STRUCTURAL LEGEND BEARING WALL SHEAR WALL ® © STRUCTURAL WOOD POSTS ® STRUCTURAL STEEL POSTS INDICATES SIZE,SPACING AND F.J. ► PIRECTION SPAN OF FRAMING .SHT. SECTION TAG Q (2) 1 3/411 7/8 LVL- FLUSH (3)2x8 - HDR (CONTINUOUS) ill x C I;I 11 7/8"TJI 230 F.J. @ 16"O.C. _� H I � pl z O 'I( -' U I — (2) 1 3/4x11 7/8 LVL- FLUSH (CONTINUOUS) Now" CIF . _ _ _ _ _ _ _ _ - _ _ — � _ _ _ _ _ _ _ _ _ - - - — 1 r I z X I I O co O N zj}t (3) 2x10 HDR _ - c7 r 7 (2)y2x8-HDR ON'TIN000S) (2) 1-3/4 x11 7/8" LVL w/(1) 3/8" SFP- FLUSH (3) 1 3/4x11 7/8 LVL- FLUSH z Q - — — — — — — — — — — — — — — — — — - -- — — — — — — — Q — — — — — — — — — — — — — — — — — — — — — — — — — — o VAULTED o I — LC _ CEILING 00 00 I i 1 [rip N11 p N 11 7/8"TJI 230 F.J. @ 16"O.C. _ L' I 00 I NII II � I v i 1 U _ 2 1-3/4"x11 7/8" LVL w/ 1 3/8"SFP - FLUSH 2 1 /4x LVL- FLUSH > VA O O O 3 11 7/8 VAULTED ) i J — _ — _ _ _ _ _ _ _ _ _ x Q m CEILING VAULTED II — — — — — — — — — — — — I= . CID z0 Ir CEILING a (2) 2x10- HDR (CONTINUOUS) X I I `o I Fn X - 11 7/8"TJI 230 F.J. @ 16"O.C. ► o0 z N v �/ X I I' I I C\I 1 co d �l — ,— - (2) 1-3/4"x11 7/8" LVLw/(1)3/8"SFP- FLUSH (3) 1 3/4x11 7/8 L — — ISSUES REVISIONS U (2) 1 3/4x11 1/4 LVL-HDR - — — — — = — — — — — LVL- FLUSH — � DESCRIPTION DATE No. � L'i /. j ISSUED FOR BUILDING PERMIT 11/28/23 1 III II / / I I 11 7/8"TJI 230 F.J. @ 16"O.C. p 0 N W w> NCI � z o Q El Q � o / > _ ' I 11 7/8"TJI 560 F.J. @ 12"O.C. LL J I 00 - _.._ �. _.___ _ __ _ _. _ I / X 11 7/8 TJI 230 F.J. @ 16 O.C. r _ ,_,_. —,_ -_ __�_ ,._. _-,j _ _ r 1 ? O ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND \ I I — 7 I �� (� - �I SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO z r J I ( ) )— N CO to THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO S 2 1-3/4 xi 1 7/8" LVL //--1 3/4'SFP- FLUSH I I I x MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE U I I X r PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON r I I J I N N � I LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Q "' v T New Construction El II UP �,-- - r -- StackLLJ z I _ 'J r p H — M I 1 II - I nce II Reside (2) 1-3/4"x11 7/8" LVL (1)3/4" SFP- FLUSH f NII , - - - - - - - - - - - - - - - - -; - - - � I 765o Nassau Point Road Ll f - Cutchogue, NY 11935 TJI 560 F.J. @ 12"O.C. i r— 11 7/8' TJI 230 F.J.@ 16"O.C. y 2 1 3/4x9 1/4 LVL-HDR � 11 7/8' - I. J A-4, CO I - ARCHITECTURAL r DESIGN, PLLC _. — M ' PO BOX go,BLUE POINT NY 11715 (2) 2x8- HDR � '' 9 BARDARH.COM (2) 2x8- HDR v.l El _ _ _ _ TEL:(631)560-7908 wbarba@bardarch.com (2)2x'—DR — — UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS ! _ = DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 ED qRc DATE n First Floor ,Structural Plan 05/27/22 DRAWN BY = BB N� '� 0 (n '91>1 039040 z SCALE F NE�1`� Q AS NOTED p W DRAWING TITLE DWG No. U co SST FLOOR 5-101 ° n STRUCTURAL u w 0 z I KEYED NOTES: FFOR PERMIT STRUCTURAL LEGEND 139ARW47 WALL SHEAR WALL. STRUCTURAL WOOD POSTS STRUCTURAL STEEL POSTS F.J. INDICATES SIZE,SPACN47 AND VIREI5770N SPAN OF FRAMING �SHT. 590T70N TAG ¢ i - - - -- ----- --- --- ---- - — — - - -- - z ------ 0 2x8 H DR (2).2x8'HDR 2x8 HDR z (D 2XII 0 C.J. 2X1 0 C.J. @ 16"O.C. @ 16"O.C. z z (3)12xl 0- FLUSH (CONTINUOUS) El' - — — — — — LD 0 3' - 11 3/4" 22' - 1 1/2" 4'-5 3/4" 1 Uj LU t�. z Er z LU 0 0 z x x El I co co CV c)U 1 0 1 C3 �'j t LU Uj (2) 2x8 - HDR (2)2x8- HDR 01 m FU z M < < > 4— REVISIONS x9�1 A LVL- FLt#SH (CONTINUOUS)(3) 13/41 1 III ll El - — — — — — — — — — — :0 - — — — — ISSUES— — — — — — DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 1 01 0 0 VAULTED CEILING 0 Uj z z VAULTED Ln < L) CEILING A L DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND E E3 SL 0) 0 HALLREMAINTHEP OPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO OD THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORYREQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE z X PROJECT IS NOT TO BE CONSTRUEDAS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS, Ln 0 0 0 LU 0 CD J New Construction z >< -7 C\1 2X1 0 C.J. Stack @ 16"O.C. Residence (2) 2x10 HDR 765o Nassau Point Road Cutchogue, NY 11935 0 x it II II co co I . VAULTED C\j 1 CEILING F A A R- i w„ - HDR (2) 2x8- HDR -HDR D 'I f _ it 2) 2x8 _(2) 1 3/4xi 1 1/4 LVL ARCHITECTURAL U 6 1 DESIGN, PLLC j PO BOX go,BLUE POINT,NY 11715 BARDARH.COM VAULTEDEIL IN TEL:(631) 56o-79o8 wbarba@bardarch.com C G(2)2x8- HDR 2) 2x8- HDR UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. Second Floor Structural Plan JOB No. 2133 ONM J.Bq e�j�� DATE 05/27/22 17 DRAWN BY BB Cl) 039040 0 OF 0 SCALE NEB AS NOTED Uj -i < DRAWING TITLE DWG No. 0 0 2ND FLOOR 0 S-102 0 STRUCTURAL 0 z ----------- i KEYED NOTES: FOR PERMIT STRUCTURALLEGEND GEARING WALL SHEAR WALL ® STRUCTURAL WOOD POSTS 13 STRUCTURAL STEEL POSTS INDICATES SIZE,SPACNG AND F.J. --► PIRECTfON SPAN OF FRAMING SHT. SECTION TAG z Q o � - - -- - V C o- w (2) 3/4" PLYWOOD SWEEPS chi) Uj @ 16"O.C. _. co Ou 00 0 (2 J I! O El � � H " h I z -- ---- i I I - -- C Q r-� \ \2X I ---- j � oo' I , 2X10 R.R. X �-- --------------- —--- -- -- I \ @ 16 O.C. o Z 0 I i o ! � '2x12- RIDGE (CONTINUOUS) i z � 2X10 R.R. _� J ' � 2X10 R.R. O @ 16"O.C. III @ 16 O.C. - III T ) I: x Ln o I I \\ - - - - - - I "eo ; - ` } - ----- - -- - - - -' -- ISSUES REVI SIONS 2X10 R.R. - ------ DATE No.16"O.C. � DESCRIPTION \\ ISSUED FOR BUILDING PERMIT a/z8/z i2X10 R.R. / Ili @ 16" O.C. o I w 0co a _ X T CD '-0 G III o+l//; N I , > w w I;' N (dj \� q III �. //, I, 2X6 C.T. Q I �ti1f v @ 1O.C. _I{I C0 z \ �`�� III o , // h- \ o in Q f I \ III ,/, x T I;gtr u I� 0LID O �/� Cmi III o 1? ----- _- -_-- (2) 1-3/4 x14" LVL w/(1) 1 SFP- RIDGE (2) 2x12-RIDGE ///' \ \p�� -� @1 : , 1 I I ALL DRAWINGS SPECIFICATIONS A COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 1, ATION AND (� 9 _ (� I;! SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO j: j\� - `-(2) 2x 1 O- RID j `' ,/�<� ICI• �-" 1 6"O'C' I 1 f M THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE ON IN DEROGATION OF THE ARCHITECTS COMMON T PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION N LAW COPYRIGHT OR OTHER RESERVED RIGHTS, w N Construction ��./. w -:: 00 _ J2X1 .R. - `� Stack x o 6° : Residence v I I 7 65 o Nassau Point Road .n M Cutchogue, NY 11935 o I I II j �xr2 c. ------- —----- - ---- - ---- / I /" (2) 2x10 RIDGE I o CC) . 2X10 R.R. ;, 1 ! @ 16°O.0. I �`�\ �_ -DBL R.R. ----- -- -__— ----- - - __.:----- =:-. :_= � ARCHITECTURAL ,A�4 - \ 2 3/4 PLYWOOD SWEEPS ' � (. O - - @ 16"O.C. DESIGN, PLLC ICI pLF Ci � �I 9�� ;_; � ; i � PO BOX 9o,BLUE POINT, NY u7i5 BARDARH.COM _ I 2X10 R.R. I TEL:(631)560-79o8 wbarba@bardarch.com I @ 16"O.C. UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS , DOCUMENT IS A VIOLATION OF NEW YORK STATE - - - -- LAW. n Roof Structural Plan JOB No. 2133 �,�,pED ARC DATE �\ \�, I � 05/27/22 x• �i DRAWN BY BB Cn �T 039040 z SCALE �OF NE�`� AS NOTED 0 w DRAWING TITLE DWG No. ROOF 0 STRUCTURAL S-103 Z 0 0 w PLAN 0 Z . __ I i KEYED NOTES: ST__aUCTURAL NOTES: MINIMUM UNIFORMLY DISTRIBUTED LIVE LOADS(TALBE 301.5) MINIMUM ROOF LIVE LODAS IN POUNDS-FOURCE PER SQUARE NAILING SCHEDULE (TABLE 3.1) WOOD FRAME CONSTRUCTION MANUAL 201S,PG.149 SIMPSON BEAM HANGER SCHEDULE FOR PERMIT GENERAL: MASONRY: USE LIVE LOAD FOOT OF HIORIZONTAL PROJECT(TABLE R301.6) NUMBER OF BEAM TO WOOD RANGIER 1. ALL STRUCTURAL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE RESIDENTIAL 1. MATERIAL:A5TM C90,Fv =1750 PSI UNINHABITABLE Armes WITHOUT STORAGE(Ir) 10 TRIBUTARY LOADED AREA IN SQUARE JOINT DESCRIPTION NUMBER OF COMMON NAILS BOX NAILS NAIL SPAGN4 CODE OF THE STATE OF NEW YORK,LATEST ADDITION. 2. ALL MASONRY CONSTRUCTION SHALL COMPLY WITH THE NEW YORK STATE BUILDING CODE FEET FOR ANY STRUCTURAL MEMBER (2)1 3/4"X 7 2/4"LVL HU49 UNINHABITABLE ATTTYGS WITH LIMITED STORAGE(Frg) 20 ROOF SLOPE 2. ALL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH SPECIFICATIONS, AND AC1530 99/ASCE 5-99/TMS 402.-99 LATEST REVISION. ROOF FRAMING (3)1 3/4"X 7 1/4"LVL HU60 ARCHITECTURE AND MECHANICAL DRA\WINGS. 3. ALL MASONRY UNITS SHALL CONFORM TO ASTM C-90,757 SOLID,GRADE N-1 WITH PM= HABITABLE ATTICS AND ATTICS SERVED WITH FIXED STAIRS 30 0 TO 200 201 TO 600 OVER 600 (2)1 3/4"X 9 1/2"LVL U410 3. ALL DIMENSIONS SHALL BE VERIFIED BY'THE CONTRACTOR THE GENERAL CONTRACTOR 2500 PSI MINIMUM. BALCONIES(EXTERIOR)AND DECKS(6) 40 FLAT OR RISE LLESS THAN 4 INCHES PER RAFTER TO TOP PLATE(TOE-NAILED) 3-8d. 3--1001, PER RAFTER SHALL COORDINATE AND BE RESPONS01-ff FOR THE APPROVED SIZE AND LOCATION OF ALL 4. BRICK MASONRY SHALL BE ASTM C-216,GRADE SW,WITH TYPE,COLOR,TEXTURE,SIZE, FOOT(1-:3) 20 16 12 CEILING JOIST TO TOP PLATE(TOE-NAILED) 3-8d 3--10d PER JOIST (3)1 3/4"X 9 1/2,LVL HHUS.5.5/10 OPENINGS THROUGH ROOF,FLOORS ANP WALLS. AND SHAPE TO MATCH EXISTING IN ALL'2ESPECTS. FIRE ESCAPES 40 (4)3-3/4"X 9 1/2"LVL HHUS 7.25/10 4. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME, 5. MORTAR SHALL BE PORTLAND CEMENT TYPE'N'OR'S',ASTM C-270.MORTAR JOINT STYLE, GUARDS AND HANDRAILS(ot) 200(W) RISE 4 INCHES PER FOOT(1:3)TO LESS CEILING JOIST TO PARALLEL RAFTER(FACE-NAILED) 5-26d 5-16d EACH LAP AND SIMILAR CONDITIONS,UNLESS OTHERWISE SPECIFICALLY NOTED. TEXTURE S17-E AND COLOR SHALL MATCH EXISTING BRICK MASONRY 16 14 12 (2)1 3/4"X 11 7/8"LVL HHUS 41.0 GUARD IN-FUULL COMPONENTS(� SO(lti) THAN 12 INCHES PER FOOT(1:1) CEILING JOIST LAPS OVER PARTITIONS(FACE-NAILED) 5-16d 5-16d EACH LAP 5. CONTRACTOR SHALL FURNISH AND BE SOLELY RESPONSIBLE FOR ALL TEMPORARY 6. CALCIUM CHLORIDE OR ADMIXTURES CONTAINING CALCIUM CHLORIDE SHALL NOT BE USED (3)1 3/4"X 11 7/8"LVL HHUS 5.5112. BRACING AND SHORING REQUIRED TO MAINTAIN STABILITY OF THE STRUCTURE DURING IN MORTAR OR GROUT IN WHICH REINFORCEMENT,METAL TIES,OR ANCHORS ARE PASSENGER VEHICLE GARAGES(a) 50(a) RISE 12 INCHES PER FOOT(1-:1.)AND COLLAR TIE TO RAFTER(FACE-NAILED) 2-10d 2-lOd PER TIE 12 12 12 (4)1 3/4"X 11 7/8"LVL HGUS 7.25/10 CONSTRUCTION. EMBEDDED. ROOMS OTHER THAN SLEEPING ROOMS 40 GREATER BLOCKING TO RAFTER(TOE-NAILED) 2-Sd 2-10d EACH END 7. METAL TIES AND ANCHORS SHALL BE OF CORROSION-RESISTANT METAL OR SHALL BE (2)1 3/4"X 14"LVL HHUS 41D FOUNDATIONS: COATED WITH CORROSION RESISTANT ML_TAL. SLEEPING ROOMS 30 RIM BOARD TO RAFTER(END-NAILED) 2-16d 3-16d EACH END ( )1 3/4"X 14"LVL HGUS .50/14 I. ALL FOOTINGS SHALL REST ON UNDISTUIRBED SOIL OF MINIMUM BEARING CAPACITY OF 2.0 8. CONTRACTOR SHALL PROVIDE AND ACC:PT FULL AND SOLE RESPONSIBILITY FOR ALL STAIRS 4.0(c) TONS PER SQUARE FOOT.CONTRACTOR SHALL NOTIFY THE ENGINEER WHEN CONSTRUCTION TEMPORARY BRACING AND SHORING OF MASONRY. WALL FRAMING (44)1-3/4"X 14"LVL HGUS 7.25/14 IS TO BEGIN SO THAT SOIL SEARING CAFAGTY CAN BE VERIFIED AND FOOTING ELEVATIONS 9. ALL MASONRY WORK SHALL CONSIST OF MASONRY UNITS OF CONCRETE BLOCK ERECTED A. ELEVATED GARAGE FLOORS SHALL BE CAPABLE OF SUPPORTING A 2,000- ALLABLE D)EFLECTION OF STRCUTURAL MEMBERS ABLE R301.7 POUND LOAD APPLIED OVER A 20-SQUARE-INCH AREA. ) TOP PLATE TO TOP PLATE(FACE-NAILED) 2-16d(1) 2-16d(1) PER FOOT (2)1 3/4"K 16"LVL HGUS 412 ADJUSTED IF REQUIRED. PLUMB AND TRUE WITH NEATLY TOOLEG-JOINTS STRUCTURAL MEMBER ALLOWABLE DEFLECTION 3 2. 8ACKFILL WITH APPROVED MATERIAL,OAGKFILLING UNDER THE SLAB AND AROUND PIERS 1.0. ALL MASONRY WALLS SHALL BE CONSTRUCTED WITH 4ALV.WALL REINFORCING• B. UNINHABITABLE ATTICS WITHOUT STORAGE ARE THOSE WHERE THE CLEAR TOP PLATES AT INETERSECTlONS(FACE-NAILED) 4-16d 5-16d JOINTS -EACH SIDE ( )1 3/4"X 16"LVL HGUS 7.25/1.0 ON EACH SIDE OF FOUNDATION WALLS SHALLHEAVY-DUTYHEIGHT BETWEEN JOISTS AND RAFTERS 15 NOT MORE THAN 42 INCHES,OR BE DON INLfF75,NOT TO EXCEED 6". REINFORCING TO 8E HEAV Y-DUTY PUP-0-WALL PIA 3600 LADUR-EYE WITH PINTEL RAFTERS HAVfING SLOPEAS GREATER (THAN 3:12 STUD TO STUD FACE NAILED) 2-16d 2-16d 24"O.G. (4)1 314"X 1.6"LVL HGUS 7.25/14 COMPACTION SHALL 8E 95%OF MAXIMUIM DENSITY AT OPTIMUM MOISTURE CONTENT. CONNECTORS@ 1 PER 1.77 S.F.OF WALL,ASTM N13-153,1.5 OZ,/S.F.HOT DIPPED WHERE THERE ARE NOT TWO OR MORE ADJACENT TRUSSES WITH WEB WITH FINISHED CEILING NOT ATTACHED TO RAFTERS L/180 3. EXCAVATION SHALL BE PROTECTED FROM FROST IN COLD WEATHER GALVANIZED,2"LESS IN WIDTH THAN THE OVERALL WALL,PLACED 16"ON CENTER CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE HEADER TO HEADER(FACE-NAILED) 16d 16d 16"O.G.ALONG EDGES BEAM TO STEEL BEAM HANGER 42 INCHES IN HEIGHT SY 24 INCHES IN WIDTH,OR GREATER,WITHIN THE INTERIOR WALLLS AND PARTITIONS H/180 TOP OR BOTTOM PLATE TO STUD END-NAILED 3-16d 2-40d PER STUD 4. REMOVE ALL WATER FROM F�CGAVATIOIV PRIOR TO CONCRETE PLACEMENT. VERTICALLY.ADDITIONAL REINFORCEMENT SHALL 8E PLACED IN THE FIRST TWO MORTAR ( ) (2)1 3/4"X 7 1/4"LVL WPU 3..56/7.25 5. CONTRACTOR SHALL NOT BACKFILL AGAINST FOUNDATION WALLS UNTIL FIRST LEVEL JOINTS ABOVE LINTELS AND BELOW OPENINGS AND SHALL EXTEND AT LEAST 24"PAST THE PLANE OF THE TRUSSES.THIS LIVE LOAD NEED NOT BE ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS FLOORS L/360 BOTTOM PLATE TO FLOOR JOIST,BANDJOfST,ENDJOIST (3)1 3/4"X 7 2/4"LVL WPU 5:.50/7.25 FRAMING IS Sf:CURED IN PLACE. OPENINGS.REINFORCEMENT SHALL NOT PASS THROUGH THE REQUIRED BLOCK .CONTROL OR BLOCKING(FACE-NAILED) 2-16d(1,2) 2-16d(1,2) PER FOOT 6. ALL REBAR Sf4ALL BE ASTM A-615 GRADE 60. JOINTS. G INDIVIDUAL STAIR TREADS SHALL BE DESIGNED FOR THE UNIFORMLY CELINGS WITH(BRITTLE FINISHES(INC.PLASTER&STUCCO) 1./360 (2)1 3/4"X 9 1/2"LVL GLTV 3.59 11. CONTROL JOINTS ARE TO 8E INSTALLED AS SHOWN IN S-202 AND THE ARCHITECTURAL DISTRIBUTED LIVE LOAD OR A 300-POUND CONCENTRATED LOAD ACTING CEILINGS WITH FLEXIBLE FINISHES(INC.GYPSUM BOARD) L/240 (3)1 3/4"X 9 1/2"LVL 4LTV 5.59 CONCRETE: DRAWINGS. OVER AN AREA OF 4 SQUARE INCHES,WHICHEVER PRODUCES THE FLOOR FRAMING 1. MATERIAL:Fc=3000 PSI AT 28 DAYS,35500 PSF FOR PORCHES,CARPORTS&GARAGE 12. REINFORCING REBAR SHALL BE ASTM 61.S GRADE 60. GREATER STRESSES. ALL OTHER STRRUCTURAL MEMBERS 1-/240 (4)1 3/4"X 9 1/2"LVL 4LN 49.5-2 SLABS. 1.3. GROUT SHALL CONFORM WITH ASTM C476 WITH A MINIMUM STRENGTH OF 3,000 AT 28 P. A SINGLE CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT EXTERIOR WAL-LS -WIND LOADS(a)WITH PLASTER OR JOIST TO SILL,TOP PLATE OR GIRDER(TOE-NAILED) 4-9d 4-1-0& PER JOIST (2)1 3/4"X 11 7/8"LVL 4LN 3.511 ALONG THE TOP. H/36o • MAJ<SLUMP:4 INC,NES DAYS.. STUCCO FINISH BRIDGING TO JOIST(TOE-NAILED) 2-8d 2-1od EACH END (3)1 3/4"X 11 7/8"LVL 144LN 5.511 • MAX WATER-CEMENTITIOUS PATIO=0.40 FOR CORROSIVE PROTECTION OF STEEL 14. FILL TOP COURSE OF MASONRY SOLID WITH MORTAR. E. SEE SECTION R507.1 FOR DECKS ATTACHED TO EXTERIOR WALLS. F. GUARD IN-FILL COMPONENTS(ALL THOSE EXCEPT THE HANDRAIL), EXTERIOR WALLS -WIND LOADS(a)WITH OTHER BRITTLE BLOCKING TO JOIST(TOE-NAILED) 2-9d 2-10d EACH END (4)1 3/4"X 11 7/8"LVL HGt--rV 411.88-2 AIR ENTRAINMENT: 7%+/-1 CDR 1.5%AT POINT OF PLACEMENT BALUSTERS AND PANEL FILLERS SHALL 8E DESIGNED TO WITHSTAND A FINISHES 14/240 BLOCKING TO SILL OR TOP PLATE TOE-NAILED 3-16d. 4-16d EACH BLOCK 2. CONCRETE: LUMBER: ( ) (2)1 3/4"X 14"LVL GLTV 5.514 • PORTLAND CEMENT:ASTM C3150 TYPE I I. MATERIAL:DOUGLAS FIR LARCH NO.2 HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS ON AN AREA • NORMAL WEIGHT A66RECATEE:ASTM C 33,UNIFORMLY GRADED:SEVERE Fb-= 825 PSI EQUAL TO 1 SQUARE FOOT.THIS LOAD NEED NOT BE ASSUMED TO ACT EXTERIOR WALLS -WIND LOADS(a,)WITH FLEXIBLE FINISHES L/120(d) LEDGER STRIP TO BEAM(FACE-NAILED) 3-16d 4-16d EACH JOIST (3)1 3/4"X 14"LVL HGLTV 5.514 WEATHERING REGION,BUT N(OT LESS THAN 3/8".NORMAL MAX.AGGREGATE SIZE FV-= 95 PSI CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENT. LINTELS SUPPO)RTING MASONRY VENEER WALLS(E) �600 JOIST ON LEDGER TO BEAM(TOE-NAILED) 3-Sd 3-lOd PER JOIST (4)1 3/4"X 14"LVL HGLTV 414-2 1/2" Frr PERP=625 PSI G. UNINHABITABLE ATTICS WITH LIMITED STORAGE ARE THOSE WHERE THE BAND JOIST TO JOIST(END-NAILED) CLEAR HEIGHT BETWEEN JOISTS AND RAFTERS IS 42 INC.HE5 OR GREATER, A. FOR'THE PURPOSE OF THE DETERMINING DEFLECTION LIMITS HEREIN,THE WIND (2)d 4-16d PER JOIST 2-3/4"X 16"LVL GLTV 3;.516 3-16 • WAITER:POTABLE AND COMPPLYING WITH ASTM C 94 e,=1,600,000 PSI OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH WEB LOAD SHALL BE PERMITTED TO BE TAKEN AS 0.7 TIMES THE COMPONENT AND BAND JOIST TO SILL OR TOP PLATE(TOE-NAILED) 2-16d(1) 3-1-60G PER FOOT (3).1 3/4"X 16"LVL HGLTV 5.516 3. ADMIXTURES: 2. LAMITATEP VENEER LUMBER(LVL) CLACDDIN4(ASP)LOADS OBTAINED FROM TABLE R301.22 • AIR ENTRAINMENT:IN ACCOR2PANCE WITH AG 301-17 TABLE 4.2.2.4 -7%FOR Fty=2,900 PSI CONFIGURATIONS CAPABLE OF ACCOMMODATING AN ASSUMED RECTANGLE ( )' SEVERE EXPOSURE Fr=240 PSI 42 INCHES IN HEIGHT BY 24 INCHES IN WIDTH,OR 4REAT'ER,WITHIN THE S. FOR ICANTILEVER MEMBERS,I-SHALLBE TAKEN AS TWICE THE LENGTH OF THE ROOF SHEATHING (4)1-3/4"X 16"LVL H4LN 416-2 Z COTROSION-INHIBITING APMUXTURE:COMMERCIALLY FORMULATED,ANODIC FIr PERP=650 PSI PLANE OF THE TRUSSES. CANTPLEVER JOIST/RAFTER TO WOOD HANGER G. FOR.ALUMINUM STRUCTURAL MEMBERS OR PANELS USED IN ROOFS OR WALLS WOOD STRUCTURAL PANELS 89, 10d 6"EDGE/6"FIELD INHIBITOR OR MIXED CAT14OP40 AND ANODIC INHIBITOR CAPABLE OF FORMING A E=2,000,000 PSI TJf 230 9 1/2" IUS 2.37/9.$ PROTECTIVE BARRIER AND M11NfMIZING CHLORIDE REACTIONS WITH STEEL 3. LAMITATED STRUCTURAL LUMBER(LSL,POWER BEAMS) THE LIVE LOAD NEED ONLY BE APPLIED TO THOSE PORTIONS OF THE JOISTS OF SLUNROOM ADDITIONS OR PATIO COVERS,NOT SUPPORTING G EDGE EXCEED LASS DIAGONAL BOARD SHEATHING OR TRUSS BOTTOM CHORDS WHERE ALL OF THE FOLLOWING CONDITIONS OR SANDWICH PANELS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/60. TJI 560 11 7/8" IUS 3.516/11.88 . REINFORCEMENT IN CONCRETTE. Ft�=2,800 PSI 1"x.6"OR V'XS" FOR( G EDGE OF CONTINUOUS ALUMINUM STRUCTURAL MEMBERS SUPPORTIN 2-8d 2-iOd PER SUPPORT z 4. ROD REINFORCEMENT SHALL BE IN ACCORDANCE WITH ASTM A615,GRADE 60 TYPICALLY; Fr=290 PSI ARE MET: GLASSS,THE TOTAL LOAD DEFLECTION SHALL NOT EXCEED L/175 FOR EACH 1"w10"OR WIDER 3-8d 3-lOd TJI 560 14" IU5 3.5t6114 PER SUPPORT JOIST/RAFTER TO STEEL HANGER 0 GRADE 40 FOR TIES AND STIRRUPS. Fe,PERP= 740 PSI 1. THE ATTIC AREA IS ACCESSED FROM AN OPENING NOT LESS GLASS LITE OR L ENTIRE/60 FOR THE LENGTH OF THE MEMBER,WHICHEVER IS E_ S. MESH REINFORCEMENT SHALL BE IN AG%CORDANGE WITH ASTM A18S AND A82. E=2,10U,Ot70 PSI MORE STRINGENT FOR SANDWICH PANELS USED IN ROOFS OR WALLS OF V THAN 2-0 INCHES IN WIDTH BY 30 INCHES IN LENGTH THAT IS CEILING SHEATHING TJI 230 9 1/2" ITS 2.37/9.5 6. ALL DETAILS,WORKMANSHIP AND PROCCEDURES SHALL CONFORM TO AG 328 LATEST 4. TREATED LUMBER(P.C.) " LOCATED WHERE THE CLEAR HEIGHT IN THE ATTIC,IS NOT LESS SUNROOM ADDITIONS OR PATIO COVERS,THE TOTAL LOAD DEFLECTION SHALL ADDITION. Ffr= 975 PSI NOT EXCEED L/120. GYPSUM WALL BOARD Sd COOLERS Sd COOLERS 7"EDGE/1tY'FIELD TJI 560 11 7/8" MIT 411.88 V" 7. ALL BARS MARKED"CONT'SHALL BE LAPPED 40 BAR DIAMETERS AT SPLICES AND Fv-=175 PSI THAN 30 INCHES. 2 THE SLOPES OF THE JOISTS OR TRUSS BOTTOM CHORDS ARE NOT D. DEFLECTION FOR EXTERIOR WALLS WITH INTERIOR GYPSUM BOARD FINISH TJI 560 14" WP!414 [>z CORNERS AN SHALL BE HOOKED OR EEXTENDED 2'-O"MINIMUM. Fe,PER .P=565 PSI SHALL BE LIMITED TO AN ALLOWABLE DEFLECTION OF H/180. ROOF SHEATHING 0 8. CONCRETE POURS IN WALLS SHALL NOTE EXCEED 60 FT IN LENGTH OR 40 FT FROM CORNER. E=1,600,000 PSI GREATER THAN 2 INCHES VERTICAL TO 12 UNITS HORIZONTAL. V 3. REQUIRED INSULATION DEPTH IS LESS THAN THE JOIST OR TRUSS E. REFER TO SECTION 9703.9.2. NO HORIZONTAL CONSTRUCTION JOINTSS IN WALLS ARE PERMISSIBLE. S. TIMBER EXPOSED TO WEATHER OR IN CCENTAGT WITH CONCRETE TO 8E PRESSURE TREATED. WOOD STRUCTURAL PANELS Sd 10d 6"EDGE/12"FIELD 9. CONCRETE POURS OVER STEEL DECK SI-HALL NOT EXCEED IN 3.00 FT IN LENGTH IN EITHER 6. ALL FLUSH FRAMING TO BE SUPPORTED ON METAL HANGERS WITH SAFE LOAD CARRYING BOTTOM CHORD MEMBER DEPTH. LiDIRECTION. CAPACITY OF REACTIONS INDICATED ON PLANS. STRUCTURAL FIBERBOARD PANELS 'FLUSH' 1-0. FILL SOLID WITH CONCRETE AROUND SL-EEVES,SLOTS AND DUCT OPENIN45 IN FLOORS. 7. ALL BEAMS FABRICATED WITH MULTIPLE'LAMINATED VENEER LUMBER BOARDS ARE TO SE THE REMAINING PORTIONS OF THE JOISTS ST TRUSS BOTTOM CHORDS 11 4A.4ALV.ROOFING NAIL z SHALL BE DESIGNED FOR A UNIFORMLY DISTRIBUTED CONCURRENT LIVE 1121, 0.120"w1-1/2"LONG w 7/16"HEAD - 3"EDGE/ FIELD 11. CURING OF CG'NGRETE IS TO START AS SOON AS SURFACE WILL NOT BE MARRED 8Y NAILED/BOLTED IN ACCORDANCE WITH'�HE MANUFACTURER'S SPECIFICATIONS. ( ) CEILING JOIST 0 FINISHING,IT IS NOT PERMISSIBLE TO DELAY CURING UNTIL THE NEXT MORNING AFTER S. ALL TJI ARE TO 8E INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S LOAD OF NOT LESS THAN 10 POUNDS PER SQUARE FOOT. CONCRETE IS CAST, SPECIFICATIONS AND SHALL INCLUDE SQJASH BLOCKING AND WEB STIFFENERS AT BEARING 11 GA.GALV. ROOFING NAIL /I � 12, REFER TO ARCHITECTURAL DRAWINGS(FOR LOCATIONS OF CONSTRUCTION/CRACK CONTROL POINTS ON GIRDERS AND OTHER LOAD!:SEARING AREAS. H. GLAZING USED IN HANDRAIL ASSEMBLIES AND GUARDS SHALL BE 25/32 (0.120"w1-3/4"LONG w 3/S"HEAD) - 3"EDGE/6"FIELD Q JOINTS IN INTERIOR SLABS. 9. ALL TRIM JOISTS ARE TO 13E INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S DESIGNED WITH A SAFETY FACTOR OF 4.THE SAFETY FACTOR SHALL BE HDG HANGERS AS CONSTRUCTION AND CRACK CONTROL JOINTS IN THE WALLS ARE TO BE SPECIFICATIONS AND SHALL INCLUDE SQ JASH SLOC4104,PLYWOOD GUSSET PLATES AND APPLIED TO EACH OF THE CONCENTRATED LOADS APPLIED TO THE TOP OF 4YPSUM WALLBOARD Sd COOLERS 5d COOLERS 7"EDGE/10"FIELD MFOV BY'SIMPSON' W REC:ESSED INTO THE CONCRETE SURFACES BY APPLYING RUSTICATION STRIPS ON WEB STIFFENERS AT BEARING POINTS ON'GIRDERS AND OTHER LOAD BEARING AREAS. THE RAIL,AND TO THE LOAD ON THE IN-FILL COMPONENTS.THESE LOADS HARDBOARD Z Sd Sd 6"EDGE/12"FIELD SHALL BE DETERMINED INDEPENDENT OF ONE ANOTHER,AND LOADS ARE THE FORMED SURFACES.WATER STOPS,KEYWAYS AND JOINT SEALERS ARE TO BE 10. PROVIDE SOLID BRIDGING AT SUPPORT AND ND EVERY EIGHT FEET OF SPAN I .vz ASSUMED NOT TO OGCLIR WITH ANY OTHER LIVE LOAD. PARTICLE80ARD PANELS Sd Sd (SEE MANUFACTURER) � '; UPSET USED.ALL JOINTS ARE TO BE:FILLED WITH SEALANTS IN ACCORDANCE WITH 11., ALL SPLICES IN FRAMING MEMBERS TO OCCUR AT SUPPORT POINTS. Q AG-504R 12. FLITCH BEAMS TO BE CONSTRUCTED WIT4 1/2"DIAMETER THROUGH BOLTS AT 16"O.G. DIAGONAL BOARD SHEATHING Q 8ONDIN4 AGENT IS TO BE USED AT LOCATIONS WHERE CONCRETE 15 PLACED STAGGERED.PROVIDE 1-1/2"CLEARANCE FROM TOP AND BOTTOM EDGE. 1"w6"OR 1"X8" CEILING JOIST 2-Sd 2-iOd PER SUPPORT W AGAINST HARDENED OR PARLTfALLY HARPED CONCRETE SURFACES 13. DOUBLE JOIST UNDER ALL NON-SEARIM:PARTITION WALLS. 1"w10"OR WIDER 3-8d 3-20d PER SUPPORT _ 1.3. FINISHING: 14. PROVIDE 3-1/2"w3-1/2"PSL POSTS SUPPORT FOR ALL FLITCH,LEVEL AND GLU LAM BEAMS • PATCH ALL TIE HOLES AND OTTHER SURFACE DEFECTS. UNLESS OTHERWISE NOTED,PROVIDE SO'IP BLOCKING BELOW ALL POSTS DOWN TO I. NAILING REQUIREMENTS ARE BASED ON WALL SHEATHING NAILED 6"ON-CENTER AT THE PANEL EDGE.ALTERNATE NAILING \ HD4 HAN4ERS AS L- REPAIR SURFACE DEFECTS SWCH AS COLOR AND TEXTURE IRREGULARITIES, FOUNDATION SCHEDULES SHALL BE USED WHERE WALL SHEATHING NAILING 15 REDUCED.FOR EXAMPLE,IF WALL SHEATHING 15 NAILEP3 MF00 BY'SIMP50N' In CRACKS,SPALLS,HONEYCOM18S,ROCK POCKETS,FINS AND OTHER PROJECTIONS 15. PROVIDE(2)24.0 HEADERS FOR ALL OPENINGS UNLESS OTHERWISE NOTED. INCHES ON-CENTER AT THE PANEL EDGE TO OBTAIN H14HER SHEAR CAPACITIES,NAILING REQUIREMENTS FOR STRUCTURAL ON THE SURFACES. 1-6. PROVIDE SIMP50N H-10 CONNECTORS BETWEEN RAFTERS AND WALL PLATE,TYP. MEMBERS SHALL BE DOUBLED,OR ALTERNATE CONNECTORS SHALL BE USED TO MAINTAIN LOAD PATH. 'DROPPED' W COVER ALL EXPOSED SURFACES WITH A PARGE/STUCCO MATERIAL INSTALLED IN 17. PROVIDE SOLID BLOCKING UNDER ALL NON-8EARING WALLS ABOVE. 2• WHEN WALL SHEATHING IS CONTINUOUS OVER CONNECTED MEMBERS,THE TABULATED NUMBER OF NAILS SHALL BE PERMITTED ACCORDANCE WITH THE MANIUFACTUREP S SPECIFICATIONS.COLOR AND TEXTURE 18. ERECT STUDS IN TRUE ALIGNMENT TO TAKE FINISH MATERIAL. TO 8E REDUCED TO 1 -16D NAIL PER FOOT. V TO 8E DETERMINED B 1 R Y THE C7WNER 9. FRAME OUT FOP,HEATING,PLUMBING AND ELECTRICAL AS REQUIRED. FLOOR JOIST O 14. TESTING: 20. ALL NAILING PATTERNS AND ATTACHMENT METHODS SHALL BE AS PER DETAILS INCLUDED Q CONTRACTOR 15 TO ENGAGE iA QUALIFIED INDEPENDENT TESTING AGENCY TO IN THESE DOCUMENTS AND THE RESIDENTIAL BUILDING CODE OF NYS(LATEST EDITION). z = SAMPLE AND TEST SAMPLE N4ATERIAL5. 21. MATERIAL FOR STRUCTURAL MEMBERS IS TO 8E IDENTIFIED IN ACCORDANCE WITH R502.1 �� PROVIDE SQUASH • TESTING FREQUENCY:1 COMIPOSITE SAMPLE FOR EACH PAY'S POUR OF EACH MATERIALS FOR LOAD BEARING STUDS,PLATES AND HEADERS TO BE IDENTIFIED IN BLOCKS E-I CONCRETE MIX EXCEEDING 5 CUBIC YARDS,BUT LESS THAN 25 CUBIC YARDS PLUS ACCORDANCE WITH R602.1. C 1 ONE:SET FOR EACH ADDITIONIAL 50 CUBIC YARD OR FRACTION THEREOF. 22. ALL STRAPS,CONNECTORS,PLATES,BOLTS,NAILS,ETC ARE TO BE GALVANIZED OR DROPPED SLUMP -ASTM C-143,1 TEST'AT POINT OF PLACEMENT FOR EACH COMPOSITE STAINLESS STEEL.DESIGNATED CONNECTORS,STRAP ETC ON THESE DRAWINGS ARE MADE GIRDER/HEADER SAMPLE,BUT NOT LESS THANI 1 TEST FOR EACH PAY'S POUR OF EACH CONCRETE BY SIMPSON UNLESS INDICATED OTHERWISE.ALL CONNECTORS,STRAPS ETC.ARE TO BE z MIX. NAILED/BOLTED IN ACCORDANCE WITH T-HE MANUFACTURER'S SPECIFICATIONS. 'FLUSH' O AIR CONTENT-ASTM -C-2311,PRESSURE METHOD.1 TEST FOR EACH COMPOSITE 23. ALL FLOOR SHEATHING IS TO BE 23 32 INCH AG TYPE PLYWOOD,TONGUE AND GROOVE,WITH SAMPLE,BUT NOT LESS THANI 1 TEST FOR EACH PAY'S POUR OF EACH CONCRETE AN APA SPAN RATING OF 48/24.FLOOR SHEATHING SHALL BE GLUED AND SCREWED TO THE G. D PLOT R JOIST ISSUES / REVISIONS MIX. FLOOR JOISTS(6"O. EDGES ANP 12"C.C. FIELD). E] COMPRESSIVE TEST 5PECIMEMI5:ASTM C-31/C-31M CAST AND LABORATORY 24. ALL WALL SHEATHING IS TO BE15/32 IN(;H APA RATED EXPOSURE 1 PLYWOOD AND SHALL DESCRIPTION DATE No. CURE 1 SET OF 4 STANDARD ioYLINPER SPECIMENS FOR EACH COMPOSITE BE FASTENED TO THE STUDS AS PER THE:NAILING SCHEDULE ON THIS SHEET. ZSAMPLE. 25. WALLS ARE TO 8E FRAMED WITH 2X6 fN[%H STUDS SPACED 16 INCHES O.G.UNLE PROVIDE SQUASH SS BLOcuS ISSUED FOR BUILDING PERMIT 11/28/23 i W COMPRESSIVE STRENGTH TESS:T ASTM C-39 LABORATORYAT INDICATED OTHERWISE.TEST 2 SPECIMEN HOC HANGERS As 7 DAYS AND 2 AT 28 DAYS. 26. ALL JOIST AND BEAM HANGERS AND FASTENERS USED ON THE EXTERIOR ARE TO BE MFOP BY'SIMPSON' p TESTS SHALL BE REPORTED TTO THE ENGINEER,CONCRETE MANUFACTURER,AND SIMPSON TYPE 304 OR 316 STAINLESS STEEL. CONTRACTOR WITHIN 48 HOUfRS OF TESTING. 27. ALL BOLTS NUTS AND WASHERS ARE TO BE STAINLESS STEEL OR HOT DIPPED GALVANIZED. STRENGTH OF CONCRETE WILIL BE CONSIDERED SATISFACTORY IF EVERY AVERAGE W OF ANY THREE CONSECUTIVE'TESTS EQUALS OR EXCEEDS SPECIFIED STRENGTH MOISTURE PROTECTION: TYPICAL HEADER/BEAM DETAIL Q AND NO TEST VALUES FALL BEELOW THE SPECIFIED VALUE BY MORE THAN 500 1. FOUNDATION WALL EXTERIOR SURFACE'.;TO BE PROTECTED FROM BOTTOM OF FOOTING TO NOT TO SCALE z PSI. WITHIN 12"OF GRADE WITH THE APPLICATION OF TWO TROWEL COATS OF BITUMINOUS 15. PROVIDE 60 MtL POLYETHYLENE VAPOR,BARRIER UNDER CONCRETE SLABS. MASTIC SEPARATED BY A LAYER OF ASPHALT-SATURATED MESH. NOTE:TYPICAL DETAILS ARE TO SHOW INTENT W 2. ALTERNATE MATERIAL FOR FOUNDATION WALL PROTECTION TO BE A RUBBERIZED ONLY.JOIST TYPE AND SIZE MAY VARY.VERIFY Q STRUCTURAL STEEL: ASPHALT INTEGRALLY BONDED TO POLYETHYLENE SHEET BITUTHENE AS MANUFACTURED CONDITION PER DRAWINGS. I. MATERIAL:ASTM A36 FOR STRUCTURAL STEEL ASTM ASOO,GRADE S(F9=46 KSI)FOR BY W.R.GRACE COMPANY OR APPROVED EQUAL.INSTALLATION TO COMPLY WITH STRUCTURAL TUBE. MANUFACTURER'S SPECIFICATIONS AND INSTRUCTfONS.EXTRA PRECAUTIONS OR PROVISIONS TYPICAL HEADER DETAIL ALL DRAWINGS,HE PROPERTY Y O AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND 2. WORKMANSHIP:RISC"SPECIFICATIONS FOR DESIGN,FABRICATION,AND ERECTION OR ARE REQUIRED DURING INCLEMENT WE/,TREK AND SITE CONDITIONS TO ENSURE SHALL REMAIN THE PROPERTY of THE ARCHITECT.THEY ARE IS BE USED ONLY WITH RESPECT To THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO STRUCTURAL'STEEL FOR BUILDINGS"LA',TEST EDITION. SATISFACTORY PER OF THE WORK. 1 „ MEETOFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE C7 3. SQUARE,REG ANGULAR AND CIRCULARCOLUMNS ARE TO BE ASTM SPECIFICATION A500. 3. TERMITE PROTECTION OF APPROVED TYPE SHALL BE PROVIDED GJ ACCORDANCE WITH 1�2 - 1 _p PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS W 4. SHOP AND FIELD CONNECTIONS SHALL 133E WELDED USING E7oXX SERIES ELECTRODES OR SECTION R324. Q BOLTED WITH 3/4"DIAMETER,A-325 FRACTION BOLTS. 4. FLASHING TO 8E PROVIDED AT ALL,HEADS AND SILLS OF DOORS AND WINDOWS,CHIMNEYS, IJ 5. BEAM CONNECTIONS SHALL BE GENERAL,LLY IN ACCORDANCE WITH AISC MANUAL. AND GRAVEL STOPS INCLUDING ALL INTE'RSEGTIONS OF ROOFS WITH VERTICAL OR SLOPING New Construction [� 6. COLUMNS SHALL BE PLUMBED AND BRAACEP WITH TEMPORARY BRACES UNTIL LATERAL SURFACES SUCH AS VALLEYS,HIPS,RIDGES,AND OTHER.ROOF PENETRATIONS.MATERIALS BRACING MEMBERS ARE IN PLACE. FOR BASE AND CAP FLASHING AT MASONRY TO BE 26 OUNCE COPPER AND SILL FLASHING Stack W 7. ALL COLUMNS ARE TO 8E BOLTED TO STTEEL GIRDERS WITH 12"BOLTS OR UNLESS AT DOORS AND WINDOWS TO BE 3 OUNCE COPPER FABRIC MATERIAL UNLESS OTHERWISE „[ OTHERWISE SHOWN ON THE PLANS. APPROVED.BLIND FLASH WITH APPROVED MATERIALS AT ALL INTERSECTING ROOF Residence U 8. 1/2"WEB STIFFENERS ARE ALL POINT BE INSTALL.LED AT A POINT LOAD BEARING POINTS AND JUNCTURES.COORDINATE INSTALLATION OF ALL FLASHING WITH CARPENTRY,MASONRY, OVER ALL COLUMN SUPPORTS. AND ROOFING TRADES. 9. ALL WELDED[ CONNECTIONS ARE TO BE DONE BY A CERTIFIED WELDER AND CONFORM TO S. SKYLIGHTS TO BE OF SIZES SHOWN ON DRAWINGS.DOUBLE INSULATED,SELF-FLASHING WITH 765o Nassau Point Road AWS AND AI5C STANDARDS AND USEING7 E70XK ELECTRODES. INTEGRAL CURBS.UNITS TO BE ALIGNED WITH SLOPING ROOF FRAMING. CUtC1lOglle, NY ll935 TO. PROVIDE STEEL SHOP PRAWINGS FOR RIEVIEW AND APPROVAL BY STRUCTURAL ENGINEER 6. CAUI.K.ANP SEAL WITH APPROVED MATERIAL ALL JOINTS AND INTERSECTIONS AS PRIOR TO STEEL FABRICATIONS. REQUIRED TO PROVIDE A POSITIVE BARF.IER AGAINST PASSAGE OF MOISTURE AND AIR AT 11. PROVIDE LOOSE LINTELS AS LISTED BELLOW FOR OPENINGS IN MASONRY WALLS UNLESS ALL DOORS,WINDOWS,AND OTHER OPENINGS TO THE EXTERIOR. OTHERWISE SHOWN ON DRAWINGS: A. OPENINGS UNDER 4'-0": L4w3,-1/2x5/16 PILES: S. OPE'NIN4S 4'-0"TO 0-0":L5wn-1/2w5/16 I. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY q Cl. ONE ANGLE FOR EACCH 4"WIDTH OF WALL: LENGTH=M.O.+16" DISCREPANCIES ARE TO SEE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TOA� k" ff 12. ALL GIRDER SPLICES ARE TO BE MADE,A8OVE COLUMNS. CONSTRUCTION. Av R 1 1.3. STEEL 15 TO 61=PRIME COATED. 2. 10 INCH DIAMETER CCA TREATED PILES.NOTCH PILES TO CREATE SHELF FOR WALES.PILES yi' - ARCHITECTURAL 14. ALL STEEL LOCATEP ON THE EXTERIOR TO BE GALVANIZED OR STAINLESS STEEL. ARE NOT TO 8E NOTCHED MORE THAN 50%OF CROSS SECTION.DOUBLE BOLT EACH PILE DESIGN, P L L C 15. UNLESS INDICATED OTHERWISE,ALL INTERIOR COLUMNS ARE TO BE 801-TEP TO STEEL WITH 3/4 INCH HOT DIPPED GALVANIZED ASTM 307 BOLTS,NUTS AND WASHERS. GIRDERS WITH 12"BOLTS AND ALL PERUMETER COLUMNS AND BEAMS ARE TO SE WELDED. 3. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 20 TONS UNLESS OTHERWISE 16. STEEL FABRICATOR TO PROVIDE 9/16"DIAMETER HOLES SPACED AT 16"O.G.STAGGERED AS NOTED ON THE PLANS,THE PILE CONTRACTOR IS TO PROVIDE THE ENGINEER WITH A COPY PO BOX 9o,BLUE POINT,NY 11715 BARDARH.COM NECESSARY TO ENABLE STEEL TO BE SECCURED TO WOOD PLATES TO THE TOP AND BOTTOM OF THE PILE INSTALLATION LOG INDICATING PILE LENGTH AND 8EARING CAPACITY. FLANGES AND PACKING TO THE WEB AS NECESSARY. 4. PILE DEPTH MUST BE A MINIMUM OF 10 FEET BELOW MEAN SEA LEVEL. TEL:(631) 56o-79o8 wbarba@bardarch.com 17. ALL CONTINUOUS COLUMNS TO 8E LATEIRALLY SUPPORTED AT INTERMEDIATE FLOORS. 5. PILES ARE TO 8E DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS 28. SHOP DRAWINGS FOR ALL STEEL CONNEECTIONS TO BE PROVIDED TO THE ARCHITECT AND PRAWlN4. APPROVED PRIOR TO FABRICATION. 6. ALL WALES,TIE BEAMS,AND BRACES ARE TO BE WA TREATED NO.z YELLOW SOUTHERN UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS PINE. DOCUMENT IS A VIOLATION OF NEW YORK STATE STEEL JOISTS: 7. ALL FLOOR JOISTS ARE TO BE SECURED'-O ALL 41RPERS WITH SIMPSON HURRICANE TIES AS LAW. 1. ALL STEEL JOISTS SHALL BE IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS K- SHOWN ON THE DETAILS. SERIES,ADOPTED BY THE STEEL JOIST(INSTITUTE OF STEEL CONSTRUCTION,INC.AND S. TREAT ALL DRILL HOLE5 AND END GRAINS IN THE ENDS OF KNEE BRACES THAT EXTEND RECOMMENDED CODE OF STANDARD PFRACTICE. BELOW CRAPE WITH WOOD PRESERVATIVE. JOB No. 2. JOISTS SHALL CARRY DESIGNATED LOAFS AS INDICATED ON PLANS AND CORRESPOND TO 2133 LOAD BEARING CAPACITY IN ACCORDANUCE WITH STANDARD LOAD TABLE BASED ON POOL PILES: ��ERED AfZCy MAXIMUM ALLOWABLE TENSILE STRESS,OF 30 KSI. I. THE CONTRACTOR IS TO VERIFY ALL MEASUREMENTS IN THE FIELD AND ANY �\ \PM 3. ALL JOISTS SHALL BE WELDED TO SUPPORTING STEEL. DISCREPANCIES ARE TO BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO 4. BRIDGING SHALL BE OF THE DIAGONAL TYYPE IN ACCORDANCE W/STANDARD CONSTRUCTION. DATE ��/ S� �� 69 �0 SPECIFICATIONS. 2. 10 INCH DIAMETER CCA TREATED PILES. 05/27I22 ` t� 3. ALL PILES ARE TO HAVE A MINIMUM BEARING CAPACITY OF 20 TONS.THE PILE CONTRACTOR IS TO PROVIDE THE EN41NEEER WITH A COPY OF THE PILE INSTALLATION L04 A ',I INDICATING PILE LENGTH AND BEARING GAPAG DRAWN BYTY. 4. PILE DEPTH MUST BE A MINIMUM OF 10 FEET BELOW MEAN SEA LEVEL. BB 5. PILES ARE TO 8E DRIVEN TO WITHIN 3 INCHES OF THE LOCATIONS INDICATED ON THIS 9,. 03904Q O DRAWING. 6. ALL CONCRETE 3,500 PSI AFTER 28 DAYS MINIMUM. Z SCALE OF N ' 7. ALL REBAR ASTM A-615 GRADE 60. Q AS NOTED 0 W Q DRAWING TITLE DWG No. U 0 STRUCTURAL z S-200 0 NOTES w F_ 0 z i KEYED NOTES: TYPICAL JOIST TO FLUSH STEEL BEAM DETAIL TYPICAL JOIST TO FLUSH WOOD BEAM DETAIL ALLOWABLE HOLES AT TJI JOISTS TYPICAL TRIM JOIST DETAILS FOR PERMIT WOOD BEAM 1V2" round holes may be cut aflTillhere 4 TOP NAILS-TYPIICALTHA Min. dislancp from Table A Min. distance from Table 8 in web outsido of hatchod Tonle MINIMUM NAIL COINFIGURATIOI if they are located 3" awaiy horizontally (edge-to-edgy) MIXED GRAVEL, 0.0, ® / -•- from a larger hoW SAND&LOAM o.s o a B DO,NDT Clft hales BROWN SILTY SAND sM o in cantilever � i I Ilk , 0 Z reinforcement. AA: rt FACE . 3.a PALE GROWN FINE NAILs " LI 2 x DI DI Closely grouped round L� x L� �D2 fi Do not cut -- SAND SP No field cut minimum holes) are permitted if minimum No field cut holes larger holes in (applies to all the grout} perimetor holes in than lrlzAll ror — 1\� DO NOT cut or. hatebed zone; holes except meets requirements for hatched zone; cantilever � ET BROWN SILTY SAND sM notch flange, knockouts knockouts) round or square hales knockouts 32"xH"w3/4"PLYWOOD D+ permitted permitted 48"wH"w3/4"PLYWOOD GLUED AND NAILED TO Y B p ll p I It GLUED AND NAILED TO BOTH FACES WITH 10d, I BOTH FACES WITH 10d, NAIL 3"O.G.CENTERED JOIST STRAIGHT NAILS NAIL 3"O.G.CENTERED OVER BEARING POINT PALE BROWN FINE Table A—End Support: Minimum distanre from edge of hale to inside, face at ncaresl End supplant GUSSET DETAIL OVER B SAND BEARING POINT SP Simpson Strong-Tie SIMPSON STRONG TIE THA(on I-beam) 2 STRAP CARDER Joist T11 Round}tole Size Square or Rectangular Hale Size FADE Depth 2, 33" 4" 1 6W 1 87/a" 1 11" 1 13" 2" 3" 4" 1 6'Irr 87/8" 1 11" 13n GROUND WATER - - - - - 15.9' 110 1-�011 T`-6" '-dp_.'._. " aR_..___�__._. _ _._--____�_._._. ___ -1=a -, II.6n 2r-6" �I I-6" _--__' _ _ SP WATER IN PALE: BROWN FINE SAND 210 P-0" F-6If 2'-G" 5'-6" 1'-0" 21-011 21-611 51-a" µl 37.0' STUD NOTCHING AND BORING LIMITS I 91/2" 230 F-G" 2'-0" ?'-G" T-fiw !..__,.._..-. _1_..0*.. 20-01i .T-1]" _ 5-D� i � I TEST HOLE DATA 61: SYo I'r6r1 ZY-all j 31-aa [!-j]r < 1 q it L`-41u V1^fill 4�`u[" V t) I( 1__,__.....,-.; _. L C' .___.:.___. -.___.__i.____- _I_...._. INFORMATION ABOVE REFERENCES FLOOR AT LOAD BEARING WALL DETAIL 360 I'-fin 2'-6'1 { 3'-6" !'- " 21-9 3`-a11 4'-a" 6'-0" i SITE CONDITIONS ON DEG.16,2022 BY Notch - 1 n i 1 II 1 n , n 1 n 1 n e n r n 1 " t n MCDONALD GEOSCIENCE' depth<1/4d 110 1-4 I -0 i 1 -G 2-6 5-6 = 1 -0 ! 1 -6 2'-0' 4_-6 6-i} Holle edge 1 n e n x 1 nn Y u 1 w 1 " — I a ! Cf ■ -. 1 r distance?5/8" 210 l-a I I -G.....I 2'-a 3-O G-n ¢ 1 -�1 F 1 -6 I '2-U l J C-tfY i�" ._..._._.... ' / 2-16d.DIRECT@ TOP (HIGHEST EXPECTED GROUNDWATER @ Outer 1/3 of y n �j Y u i 1 n ry1 s 1 w._ rY n i ._r 1 n ' ryI n ! ■ 71 n EA SIDE A.P.A.RATED SUBFL O , ELEVATION 0.41 span only 11��N 1C3© 1 -� 1 G ! ^(} -a C}^G �V,. _. .�o_.. f.�G _ 1[__�,7) [? .... �� GN S NAfLED AND GLUEDO R" ' "' 1-16&DIRECT EACHSIDEHole diameter 360 11-G" T-O" T-D" r,-fir 1'-aN ..� .. 1/`�'2/5d _"_' 2- --6" ( 3 G" _6r 1'•6" $tUd C 3�5d 56a I`-fin f 2r-6v 131-0w 5'-6" _F a,-all j _ -_._i 2'-6" T-6" i _4'-6" I_7'-0" 8`-0" a_._�.__ = STRAP HANGERSIMPSON 2 q Single Stud Hole diameter z Double Stud 110 I`-a" 1'-011 1'-0• I'-6" 3'-0'- 0 _1'-0" I`-0" 1'-G" 3'-6" 6°-n" _$'-0" j O.D' ___.. ___ ____ ______ ��___._ - F_ -_.M.._ I. .__.__ �. _I- _— - __ Y DARK BROWN LOAM DM �- 210 1`-a" 1'-a" i ]`-0" 2!_nll ! ..31_ 11 �- � l�' n_. ._.l l-nn .. _ 1 0°' 4'-0" : G'-G" S'-G" — U Plate --_-__.. _.. !-._.___,. _.....__.. ._..-- _,_._.m.. _.__.__...__.!. ...-._--_.._ �L'3�'$— S.o' - - 1 n / r 1 n 1 x 1 n 1 n 1 n p 1 .1 4X NAILER L 14 23a 1 n (` 1 a 1 0 2 G_..-... 4 -a ( 7-a 1 -n I I.-Off I ?-a , 4 -G l -n 9 -a SM Hole edge " ._.'_.. "- ! f' ri ....�-__.'�.._N...__ti..»__..` _n _. -.., ..1 ._e..:._.,_... ,1 / " 1 r Y w ' t n 1 ri r w Y n 1 ri , w / n' 1 -11 1 n- � distance>S/8 ( ,._ ; - 360 I -a 1 a , 1 9 3-s <-5=�----3 8`D I.__. .__ I'�_i��s__.!�,�-_.-_-: �� 8 -a 9 -6 i p 560 I'-a" Pf 2'-G" ; 4'-6" 6'-6" T-0" I I'-6" ; 31-0" 4'-0` I T-On T-a" 110'-0" ` 11 a 1`-D" I 1'-{3" 1'-0" 3 I'-0" 2'-0" ! 3'-D" ( 5'-n" I`-a" 1'-a" I 1'-0" p T-0" 5'-6" T-fi" i l a'-a" STEEL BEAM ___...__.._�._.-___._,__-..____._.______.,__.__....____>-_....__...__-_._.�-.._._ . _ PALE BROWN FINE -1... �._. -.. , , of ,..p.,._.,.- " -6° 3' G" G`-nx II_nU I 1'-D" 1'-n" T-n" GI-6" 181-a" I l'-DE SP 16 23a 1 -0 -n t -a . r 1'-0" ;_._.-_,n .._....N..-..u.. ....__..._.. . SAND 2la 1 -a I it-oil 1 a l a "Li ' " ' " -a" 4'-n" 7'-n11 11-a" l'-ap 1`-n" ° 3'-f" T-a" ( 9'-{4" 111-a" CANTILEVERED FLOOR TRIM JOIST GUSSET DETAIL 0 z 360 _j__ _.- ( .._� �}......I._-1 ..� �..�._ „�. �_._ _�._fi_._._ ..._�.�... 1__0. --11-0� �,__.g�_�,�....+ 5r a" ,. r t 1_...q__� ..Ll�_�4.. 1 R Y_ x r_ N � I_ r } ,_ x , 11 t_ 11 r n �.✓..A,.....__: Y-a Ia-o _ _ _. � __� ..___ TYPICAL SILL PLATE ANCHORAGE TO FOUNDATION WALL �5 � 1'-D" j P-n" 1'-0" 2'-fi° 5'-4" 7`-6" In"-(1" 11-a" 21-6 3'-n" j 6'-6" 10'-0" 1I'-a" IT-fi" BROWN SILTY SAND SM O 31.0' (7 PALE BROWN FINE z Table $--'Intermediate or Cantilever Support: minimum distance from edge of hole to inside face of nearest intermediate ar cantilever support SAND SP 4ROUND WATER _z Wall Stud Joist Tll Round Hole Size Square or Rectangular Hole Size q Anchor Bolts and Depth � TRIM JOIST TO FLUSH STEEL BEAM 1700 p 2" 3" 4" 6/2" 8/s" _.I._.._�.�/1 '3�..._ 3" 4" 6 " 8/e" i1" 13'I Washler5 as required Bottom Plate a " r „ i I ri I w I I r x n r e, ri n �} r T t 1 7 Sill Plate Ila 2-n 2 -6 3-6 1 J -6 2-6 3 -6 �l -6 1 WATER IN PALE Anchor Bolt I --_. _. L �..__._� _ _ _.- _- _ r " r u I 1 n , n 1 ra Y p ! n 1 " BROWN FINE SAND s (see 3.2.1.7) 210 2-0 2-6 3-6 8-U 2g-na _ 3-4 ; 4A -0 I 77-6 ( n Y- fl 1_ n $�1_ n r_ " �. 2'-0"_' 3` 6" 4'-6" 11-6" --- - L— Floor Joist 91/s 230 2 6 3 0 4 a 8 fi 360 3-G' 4'-0 I 5'-G" _ _.91-0w. .... ... I T-V 4'-G" 5Y-G" $'-a"V e x 1 x _ ( . - boa W . 1 u r u 1 n I >, + n Y n t u 1 ra TEST 560 3-G 5 -0 G-a -1 a-C7 - -- i- 4 -(} 5-G G -G !. -a �` BEAM :: ::,.•% HOLE DATA f32: .•• / n t rl 1 1 n ! w 1 nP r • Y p Y N 1 1 N 110 1 -n f I -a ' I -6 1 p 8 6 1 1 -D l -fi 2 -s , I-0 9-F� __.__'. -�I__._______._IDIRECT EACH SIDE INFORMATION ABOVE REFERENCES Q I / SITE CONDITIONS ON DEC.16,2022 BY 0 210 I.-On ��I, al�--�T-a„4_6»T-0-� l P-00 2'-O" 3Y-0" � F-ari ID-0" Sill Plate -- 117AO 230 _I'-n11 2'-0" 1 2'-_6"_ '_5'-_O" _ I0_-0 _ � 8p s ' " 1'- " 2'-6" 3'-G" O'-fi" Io'-fi" s COONALD GEOSGENGE' e_�yn t l_ x k I r 1 " I _'- 1u „__!._._._;__aI__M. Fo datlo all Steel Strap U-__1 -'a a v 4-a -' 7- +^ I I -� G 5-a 9- I 1 - 3 (HIGHEST EXPECTED GROUNDWATER @ +y c jj /� D 1 fl (See 3.2.2.3) 360 2Yfi G 3.FQ...,_! -fi O-a 17- -a A.1 ELEVATION 0.4`) q ['560 1 . 1, T x i i w " i u /h I a {/,t u G" G'-0" 1a`-G" 1?.'-a" I 110 F-a" �` I' a' 1 P-Ow ------ -oilT-10" Ar611I_-$l_.,.�rl_...` 1 Y-fI" _ 'a i_nll.�,��1_...��_._..�,� 1�..._.`. �a-all I R-an t ° i r w ; t x f t x 1 r 1 n 1 n I 1 r / w , n i 1 n 210 - - - - 11 -a 1 5- 9-fi 1 a I o 2 0 fi {I I - I3 -0 l 0 � 2 6 6 a 4 k oI i 14 23a it-On 1 -0 1 -0 1 3-6 F 6`-0" 110`-6" i 1`-0" ! I'-0" '-G"- - fi'-6" - I1'-G" 13-6 ! n n - .'.,." I ISSUES / REVISIONS t,- n �.. .� '.,_.-ri. '' a '.....11 1 w 11 a STRONGBACK MAY BE INSIDE o ` " i I �'^G" 9 • i 3-E 1 -a 121-a" I4`-0" OR OUTSIDE,TOP OR BOTTOM DESCRIPTION DATE No. 5so _.i_ o . 1 T I 1 -G I I -a 5-n 1a Ta . , . . _- 360 -a 1 -a 2-n -G s-G 2-G 1 a 2-a 41 -�} s-c 1 n 1 p 1 p r + n f Y n OF CHASE VERTICAL,NAILED F l3 -G 1� -n W/2-16d•NAILS ISSUED FOR BUILDING PERMIT 11/28/2 1 w 110 1'-a" ( I!-DI. 11_al, F-a" 2'-6" ( 5'-G" g 8'-6""_ I1-o" Ia-D' p Ia_0" 131-6n KI-ill II1-6" i 15'-0" _.__ _ _ _ _.._____ _ P__ l __.. a 210 1'-D" I'-D" 1'-011 I`-On I 31-6" 61-011 ( 1a'-D" I'-0" 11-0" 1'-n" 4'-6" + In°-a" 12`-6" IG'-a" 2X NAILED w/ / O -.��—._._._.—...._._ :_..___- `•� .._,_._@� :-„_ - ..e._ 2-16d,NAILS ` 1-16oI.DIRECTEACH 1 II I 1 II - I " 1 ! n 1 11 I 1 It - ( H � 1 wv Y II F II 1 11 1 n 1 11 W 16" 230 I'-a° I -0 ( I -0 1-6 s 4-a 6i-G 1I -0 l-0 I 1 'a 1 -(] 15 -a Ia -G -13 -G I6-6 TOP&BorroM SIDE FILL BOTTOM HOLE > -_+I! ..` n - u r n SIMPSON STRONG TIE THA422 1 " 1 n 1 11 _ •7"C 1 g ^a � 1 4 1-rr OPTIONAL STRONGBAGK APPLICATION THEN EVERY OTHER 1 Y 1 11 1 11 a 1 r ", .. ` x 1 ..p ( r t 1 1", € 1 ! [1. J .. ..[l...,.- -!.- ...V. ....,.-. �-.-,-, . - - ,•.�-. STRAP HANGER 1-16d,EACH z Sfi0 ] -{I P I -a 1 -a 2-fi ! E 1D- M1 -cI 1 -a I - 3 L6" `3'-a" 19'-G" If'-a° 18,r0r1 2X NAN_ED W/(, '� SIDE TOE-NAILED INTO FACE OF ---�— 2-isd NAILS HEADER MEMBER w ' Leave W of web (minimum) at trap and bottom of hole. DO NOT Cut joist flanges. TOP&BorroMSTRONGBACKDETAIL TRIM JOIST TO FLUSH BEAM CONNECTION q Tables are based on uniform load tables in current design literature. ❑ For simple spar} (5' minimum) uniformly loaded joists used in residential applications, one maximum size round hole may be ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIz located at the center of the joist span provided that no other holes occur in the joists MEETOFFI CT AND ARE NOT TOREIRUSEDENTS 08 FOROTH OTHER PURPOSES OSES IN SU OR BMISSION WITH THE MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE i �/ PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. W 1/2"WEB STIFFENER 1/2"WEB STIFFENER q U STEEL BEAM 5/8"PIA BOLTS,TYP. New Construction REFER TO $" 1'-4" 1'-4" W S�FOR BEAM SIZES UCIMRAL PLANS Stack U Residence r 1/4"STL PLATE N 76.5o Nassau Point Road ❑ " O Cutchogue, NY u935 3/16" i N OO O r� ON OR NEAR EXTERIOR WALL �' --- ------------------------------------------------------------ A36 STEEL FLITCH PLATES 0'-3 3/4" ARCHITECTURAL (SEE PLAN FOR SIZE) DESIGN, PLLC TYPICAL FLITCH BEAM DETAIL PO BOX go,BLUE POINT, NY11715 BARDARH.COM 1 1 1/2" = 1'-0" 4' .0" TEL:(631) 56o-79o8 wbarba@bardarch.com SPLICE(TYP.) TYP. UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS 16d,@ 12"O.G.WITHIN SPACE (6)16d,NAlLS 0'- 1 1/2"(STAGGERED) DOCUMENT IS A VIOLATION OF NEW YORK STATE HSS 4X4"OR HSS 5X5' (EACH SIDE) 7� LAW. 3/16 TUB COLUMN 3/161, N (4)1/2"PIA,BOLTS I N V �> I � + o Qo - 1/2"GALV. 2133 ��FtED qRc 1/2"WEB STIFFENER , O STEEL SADDLE CD DATE \ (4)1/2"PIA.BOLTS .- p05/27/22 0' fill DRAWN BY "- i„ (4)518"PIA.BOLTS BB 2/4"STL PLATE 3/16" JOINT IN LOWER TOP JOINT IN UPPER TOP 1-O"PIA TIMBER PILE PLATE AT STUD - PLATE AT STUD 0 9T O?90A A Z SCALE F� � � Q AS NOTED - - NOTES: 1., THE MINIMUM SPLIE IS 6-26a(-EACH SIDE OF UPPER JOINT FOR W 2X PLATES USE MINIMUM SPLICE U.O.N. DRAWING TITLE DWG No. INTERIOR COLUMN 2. PROVIDE CONTINUOUS TOP PLATES(NO JOINTS)WHERE WALLS �U ARE 12'-0"OR LESS IN LENGTH. ~ STRUCTURAL TYPICAL STEEL COLUMN TOI STEEL TYPICAL STEEL COLUMN TO TIMBER TYPICAL TOP PLATE NAILED SPLICE IO o S_201 n BEAM DETAILS n PILE DETAIL DETAIL ° DETAILS 1 1/2" = 1'-0" w 0 Z i KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0R1 RECESSED CEILING FIXTURE-4"LED 0R2 RECESSED CEILING FIXTURE-4"LED/WATERPROOF 0R3 RECESSED CEILING FIXTURE-4"LED/EXTERIOR OP DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT Dsc DECORATIVE SCONCE $� 1'w4'SURFACE MOUNTED LIGHT S2 2'w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEILING FAN C/� SINGLE POLE SWITCH M C/-)- THREE WAY SWITCH a C/-)-- FOUR WAY SWITCH J C/)- LIGHTING KEY PAD ! DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE l)P DUPLEX WITH GROUND FAULT INTERRUPTER i 1 DUPLEX WATERPROOF GFI z { � 3 � ¢� DEDICATED GRGUIT } 22D VOLT RECEPTACLE z DUPLEX RECESSED FLOOR RECEPTACLE o _ a _ U 11 0 � t sD SMOKE DETECTOR co CARBON MONOXIDE DETECTOR Ln Z LIGHTING CIRCUIT ' I j Q Y ELECTRICAL NOTES: somm I 1. OUTLETS TO 6E CENTERED HORIZONTALLY ON z — 'I BASE60ARDS,TYP.;SWITCHES TO BE MOUNTED 42" Q I �; I A.F.F.,TYP. 2. CLOCK RECEPTACLE AND PICTURE LIGHT HEIGHTS A.F.F. _I TO BE COORDINATED IN FIELD WITH INTERIOR i \ 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAC Z I PLANS,INTERIOR DRAWINGS AND REFLECTED CEILING i PLANS;IF A DISCREPANCY OCCURS COORDINATE IN THE D FIELD WITH THE I Z .- .,••- p-... »n. I 4. CENTER ALL.OUTLETS UNDER WINDOWS WHERE Q y APPLICABLE. Q 5 INTERIOR N OF THERMOSTATS W/ TER ELEVATIONS. I 6. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL / DUCTS,FANS,AND APPLIANCES. 7. WHERE OUTLETS ARE NOT SPECIFALLY LOCATED ON THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY z ALL GOVERNING CODES. LOCATE AS DETERMINED IN THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE REQUIRED BY CODE AND INSTALLED WITHOUT SPECIFIC V I DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT R. SMOKE,GABON MONOXIDE AND HIGH TEMP DETECTORS 0 i I AT NO ADDITIONAL COST TO THE CLIENT. o �� J / I WILL BE INSTALLED BY SECURITY SUB CONTRACTOR PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; U i INSTALL SMOKE AND HEAT DETECTORS PER CODE. W. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY 1:4 CODE. ISSUES / REVISIONS DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT 11/28/23 1 - L-J" Ll O I I \ ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND LO SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE / a PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHTOR OTHER RESERVED RIGHTS, I I I co \ New Construction Stack _ - Residence — \ 765o Nassau Point Road —� O to i Cutchogue, NY 11935 one a 4 A ' R � _ . , ARCHITECTURAL DESIGN, PLLC it PO BOX go,BLUE POINT,NY 11715 BARDARH.COM I TEL:(631) 56o-79o8 wbarba@bardarch.com UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. JOB No. 2133 DATE� ��` ��- t'�, �O,D Basement Electrical Floor Plan c� O" 05/27/224 A,1 DRAWN BY BB cn '9T 03,,9040 0 z SCALE F0P NE\P'I� AS NOTED w 0 w DRAWING TITLE DWG No. 0 FOUNDATION z ELECTRICAL E-loo O 0 w PLAN Q Z . i i KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0R1 RECESSED CEILING.FIXTURE-4"LED 0R2 RECESSED CEILING.FIXTURE-4"LED/WATERPROOF 0R3 RECESSED CEILIN4 FIXTURE-4"LED/EXTERIOR 0P DECORATIVE PENDANT L14HT Os DECORATIVE SURFACE 1_14HT DSc DECORATIVE SCONCE 97 VxW SURFACE MOUNTED 04HT I S2 2`w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN I CEILIN4 FAN I U? SINGLE POLE SWITCH Cf} THREE WAY SWITCH U} FOUR WAY SWITCH I Y U) L14HTIN4 KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE i DUPLEX WITH GROUND FAULT INTERRUPTER I DUPLEX WATERPROOF GFI DEDICATED CIRCUIT 220 VOLT RECEPTACLE x _ z ---__-__ _-.--_-___._...._.-_.- _—._-__ ;. ---_._.._DN -. ---- _ _ __-._�.--_._-__. _!- -- ry „ .> � "§ © DUPLEX RECESSED FLOOR RECEPTACLE 0 - '� U _. sD SMOKE DETECTOR ` Do CARBON MONOXIDE DETECTOR � R1 ZR Y � I ] \ _ _ J LIGHTING CIRCUIT O ELECTRICAL NOTES; 1. OUTLETS TO BE CENTERED H RI I' I O ZONTALLY ON z BASEBOARDS,TYP.;SWITCHES TO SE MOUNTED 42" 0 I A.F.F.,TYP. CK RECEPTACLE PICTU LL I I 2. TOO65 COORDINATED AINDFIELD WT H INTERIOR HTS A.F.F. 0 ( / - a, 0 I DEIS4NER. _ _ _ COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAG W — — i� I PLANS,INTERIOR DRAWINGS AND REFLECTED CEILING �,;F. .'l�' - ,_.-_._-----. ----_---$ .. h PLANS:IF A DISCREPANCY OCCURS COORDINATE IN THE C7 �_ WPGFI �------_—,,i, � �m -lh� _ °' THE ARCHITECT. F. -------__ ,. :_.. / � FIELD WITH TH z [', .` C� v:. Sc (� R1 R1 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE Q - - - -3 KP a APPLICABLE. ILL 0 5. COORDINATE CLOCATION OF THERMOSTATS W/ LKP' — i INTERIOR ELEVATIONS. R 1 R 1 [� a 6. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL l I- (� i DUCTS,FANS,AND APPLIANCES. }. j N 7. WHERE OUTLETS ARE NOT SPECIFALLY LOCATED ON j i' THE DRAWING,PROVIDE MINIMUM NUMBER TO SATISFY ( S '4, ` 1i ALL 4OVERNIN4 CODES.LOCATE AS DETERMINED IN R 1 n / R1 THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE ,;f j A R1 VVV _ REQUIRED BY CODE AND INSTALLED WITHOUT SPECIFIC QQ I DIRECTION,LOCATE AS DIRECTED SY THE ARCHITECT Ali O '4 L'- 0 i ;I(7 l AT NO ADDITIONAL COST TO THE CLIENT. t ° '- J 8. SMOKE,GABON MONOXIDE AND HIGH TEMP DETECTORS EL O SD WILL BE INSTALLED BY SECURITY SUB CONTRACTOR. j, I \ 9• PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; (~ I� I I I � �-I � �Iy � INSTALL SMOKE AND HEAT DETECTORS PER CODE. 10. CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY 1 a CODE. O ISSUES REVISIONS �j (� (.. C / - f` co sD ,/ DESCRIPTION DATE No. LKP �R1 R1 R / �1 C ISSUED FOR BUILDING PERMIT u/28/2 i QO RI C� \t 3� > 44 R1 �) / R1 z _ /"R1 R1 1 I I a -Ir�. .-- LL Gl - - _s. c� a. ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND I J ��_ I { /�jtJ�, �/lJ�❑■ ;�O SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WITH RESPECT TO I _ R 1 1 j 1 / O THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO z fI i MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE f-• PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON _ /I� LAW COPYRIGHT OR OTHER RESERVED RIGHTS. R1 a _ New Construction LKP . : ----- -- - ---- 0 0 u R1 O O _ .I _. O �.� UP -- - € Stack III Un Residence ,u _ �765o Nassau Point Road I ! 9 p�ti� �:. Cutchogue, NY u935 - �R 1 - - - - I LL - — -- _ _.._ 13AR R�)A R1 ARCHITECTURAL DES G l i I L L G i I LKP -Ai R1— R1 43 N P --.-- ._-_._. , PO BOX go,BLUE POINT,NY n7i5 BARDARH.COM E _ 4..._.---__—....-__ .....A"111�- , "--11l 1 _.._ .__._ .-..___ ��EEF%JJ \_._..__..J__,� `W \_- . _i'-___-__..-..-._ ...- - - ., Mjmrnwvawwvm.ua�w - _ D t � � TEL:(631) 560 7908 wbarba@bardarch.com GFI 9GFI - - GFI UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS .: ':.,-,.,, .<z : '' , r.:v„_A � " ¢ �_ ._.� ,w _„ DOCUMENT IS A VIOLATION OF NEW YORK STATE l; LAW. JOB No. 2133 First Floor Electrical Plan ��RED qRC DATE \ � L\PM J. �., �1 05/27/22 � ,,; r � DRAWN BY BB U) 9T °3904o QQ` Z SCALE �0 N AS NOTED a w DRAWING TITLE DWG No. FIRST FLOOR 0 ELECTRICAL E-101 z 0 0 w PLAN 0 z __ I KEYED NOTES: FOR PERMIT ELECTRICAL LEGEND 0 R1 RECESSED CEILING FIXTURE-4"LED 0 R2 RECESSED CEILING FIXTURE-4"LED/WATERPROOF h 0R3 RECESSED CEILING FIXTURE-4"LED/EXTERIOR OP DECORATIVE PENDANT LIGHT OS DECORATIVE SURFACE LIGHT DSc DECORATIVE SCONCE L=� Vy-W SURFACE MOUNTED LIGHT S�2 �2'w2'SURFACE MOUNTED LIGHT ® EXHAUST FAN CEILING FAN CT)-- SINGLE POLE SWITCH CT-�- THREE WAY SWITCH •C/)- FOUR WAY SWITCH J C/� LIGHTING KEY PAD DUPLEX RECEPTACLE DUPLEX SPLIT WIRE RECEPTACLE DUPLEX WITH GROUND FAULT INTERRUPTER DUPLEX WATERPROOF GFl 3 Z r DEDICATED CIRCUIT Q Q 220 VOLT RECEPTACLE Pi Z i DUPLEX RECESSED FLOOR RECEPTACLE 0 V i sD SMOKE DETECTOR co CARBON MONOXIDE DETECTOR I Z i / LIGHTINGGRGIIT O ELECTRICAL NOTES: U , OUTLETS TO BE CENTERED HORIZONTALLY ON BASEBOARDS,TIP.;SWITCHES TO BE MOUNTED 42" Z A.F.F.,TYP. O C7 w 2. CLOCK RECEPTACLE AND PICTURE 1-14HT HEIGHTS A.F.F. ( c �R 1 TO BE COORDINATED IN FIELD WITH INTERIOR \ DEISGNER, §r w ` 3. COORDINATE FIXTURE LOCATIONS WITH FRAMING,HVAG O / I 0 PLANS,INTERIOR DRAWINGS AND REFLECTED CEILING OCCURS COORDINATE IN Rl TH I C7 �- - ---. ._ ...- _ ___ - - - ---- - __. _._ - - - _ I ,�� ,.F,,n,.......-..a._ FIELD WTHTHEARCHTEGT. PLANS;IF A DISCREPANCY OCCU E ic t r r 4. CENTER ALL OUTLETS UNDER WINDOWS WHERE ,r I APPLICABLE. 5 Q I / / I . COORDINATE CLOGATION OF THERMOSTATS W/ tea:. j. ! �R1 / ;g INTERIOR ELEVATIONS. 6. GENERAL CONTRACTOR TO SUPPLY AND INSTALL ALL zl\ DUCTS,FANS,AND APPLIANCES. WHERE OU _ C/) - �. -- I LL_.,_; _ - — — ti. 7, THE DRAWING PROVE DE MINIMUMNUMBER TO SATISFY ALL 4OVERNING CODES.LOCATE AS DETERMINED IN R1 R THE FIELD WITH THE ARCHITECT,WHERE OUTLETS ARE k= b ,i.; REQUIRED BY CODE AND INSTALLED WITHOUT SPECIFIC Vµ DIRECTION,LOCATE AS DIRECTED BY THE ARCHITECT � E R2 AT NO ADDITIONAL COST TO THE CLIENT. S. SMOKE,CASON MONOXIDE AND HIGH TEMP DETECTORS Z WILL BE INSTALLED BY SECURITY SUB CONTRACTOR. _O 9. PROVIDE HARD WIRED SYSTEMS,NOT WIRELESS; INSTALL SMOKE AND HEAT DETECTORS PER CODE. �, j s \ . , 101 CONTRACTOR TO SUPPLY ALL FIRE PROTECTION BY CODE. Ln z Ip R1 \ R1\I / R1 ISSUES REVISIONS Jill, DESCRIPTION DATE No. ISSUED FOR BUILDING PERMIT u/28/R1 R1\ 3 �RI1 �R1 — C r - w Y fl I W l KP RI \ R ,.! ALL DRAWINGS,SPECIFICATIONS AND COPIES THEREOF FURNISHED BY THE ARCHITECT ARE AND SHALL REMAIN THE PROPERTY OF THE ARCHITECT.THEY ARE TO BE USED ONLY WRH RESPECT TO R 1 \ ��tl+ 9T ',`,�$D THIS PROJECT AND ARE NOT TO BE USED ON ANY OTHER PROJECT.SUBMISSION OR DISTRIBUTION TO \-, 1 ) ,') „� MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR OTHER PURPOSES IN CONNECTION WITH THE I C' R 1 R 1 PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THE ARCHITECTS COMMON LAW COPYRIGHT OR OTHER RESERVED RIGHTS. Ln _....._ New Construction LKP ---- j ; 2 IStack R1 R1 O ----- --- — - u ;-KP Residence — vr.._, I w . y.... o Nassau Point �65 ass Road $o Cutchogue, NY 11935 1 R1 R� 1 R1 II — --- --- ------ ----�� _----- R2 R 1C y3�)A, n rB, A I I. -- R1 ARCHITECTURAL. 1 _ q . DESIGN. P L L C I , PO BOX 9o,BLUE POINT,NY u7i5 BARDARH.COM as TEL:(631) 560-79o8 wbarba@bardarch.com _T R Al !' UNAUTHORIZED ALTERATION OF ANY ITEM ON THIS 9LLY DOCUMENT IS A VIOLATION OF NEW YORK STATE LAW. n 2ndFloor Electrical Plan JOB No. 1/41 = 1'-0" 2133 �F-ED ARC DATE �� \��\p,M J.eq�'y/� 05/27/22 �+ DRAWN BY BB 0 9.' o390no O� Z SCALE F(�) NE�`� AS NOTED 0 LU v DRAW SEC10IND DWG No. i .V--7 =1 FLOOR o E-102 ° 0 ELECTRICAL w O PI AN Z . _ I