The URL can be used to link to this page

Home My WebLink About49063-Z i i i oF soulyo`o Town of Southold * * P.O. Box 1179 �0 53095 Main Rd j uNV Southold, New York 11971 CERTIFICATE OF OCCUPANCY No: 46054 Date: 03/24/2025 THIS CERTIFIES that the building ADDITION/ALTERATION Location of Property: 325 Bay Ave East Marion,NY 11939 Sec/Block/Lot: 31.4 0-11 Conforms substantially to the Application for Building Permit heretofore, filed in this office dated: 09/28/2022 Pursuant to which Building Permit No. 49063 and dated: 03/29/2023 Was issued, and conforms to all of the requirements of the applicable provisions of the law. The occupancy for which this certificate is issued is: Additions and alterations, including pergola covered deck, to existing single family dwelling as applied for. The certificate is issued to: Halsey MJ Revoc Trt,Levien SB Revoc Trt Of the aforesaid building. -SUFFOLK COUNTY DEPARTMENT OF HEALTH APPROVAL: R-22-1634 3/5/2025 ELECTRICAL CERTIFICATE: 49063 08/20/2024 PLUMBERS CERTIFICATION: Derek Hennessey 09/24/2024 l Au ize Signature I i i o�g�FFO�l TOWN OF SOUTHOLD aye BUILDING DEPARTMENT H x 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#: 49063 Date: 3/29/2023 Permission is hereby granted to: Halsey MJ Revoc Trt 482 Waverly Ave Brooklyn, NY 11238 To: construct additions and alterations to existing single-family dwelling as applied for per SCHD approval. At premises located at: 325 Bay Ave, East Marion SCTM #473889 Sec/Block/Lot# 31.-10-11 Pursuant to application dated 9/28/2022 and approved by the Building Inspector. To expire on 9/27/2024. Fees: SINGLE FAMILY DWELLING-ADDITION OR ALTERATION $1,254.80 CO-ADDITION TO DWELLING $50.00 Total: $1,304.80 Building Inspector o��oF so�ryol � o Town Hall Annex Telephone(631)765-1802 54375 Main Road P.O.Box 1179 G Q Southold,NY 1 1 97 1-0959 Jamesh southoldtownny.gov DUNT`I, BUILDING DEPARTMENT TOWN OF SOUTHOLD CERTIFICATE OF ELECTRICAL COMPLIANCE SITE LOCATION Issued To: Halsey MJ Revoc Trt Address: 325 Bay Avenue city:East Marion st: New York zip; 11939 Building Permit* 49063 section: 31 Block: 10 Lot: 11 WAS EXAMINED AND FOUND TO BE IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE Contractor: East Manor Electric Electrician: Kevin McKenna License No: 3691-ME SITE DETAILS Office Use Only Residential X Indoor X Basement X Service Commerical Outdoor X 1st Floor X Pool New Renovation X 2nd Floor X Hot Tub Addition X Survey Attic X Garage INVENTORY Service 1 ph 400a Heat Duplec Recpt 62 Ceiling Fixtures 22 Bath Exhaust Fan 2 Service 3 ph Hot Water Gas GFCI Recpt Wall Fixtures 9 Smoke Detectors Main Panel 2/200 A/C Condenser 2 Single Recpt Recessed Fixtures 72 CO2 Detectors Sub Panel A/C Blower 4 Range Recpt Ceiling Fan Combo Smoke/CO 11 Transfer Switch UC Lights 20ft Dryer Recpt 1 Emergency Strobe Heat Detectors Disconnect Switches 54 4'LED Exit Fixtures Sump Pump 1 Other Equipment: 12 15amp afci breakers, 2 15amp afci/gfci breakers, 18 20amp afci/gfci breakers 1 30amp dp breaker,4 40amp dp breaker,2 50amp dp breaker,12 60amp dp breaker, 1 15 amp dp Notes: 1 fridge,1mini fridge,1 micro,1 dishwasher,1 double oven,1 washer Ij mini split, hydro action septic system 00 Inspector Signature: Date: August 20, 2024 p g 325 bay ave 325 b > tee.. 6iy\ Town Hall Annex �� y��j Telephone(631)765-1802 54375 Main Road •� G P. O. Box 1179 coo Southold, NY 11971-0959 f!�' l� �' S E P 2 4 2024 BUILDING DEPARTMENT TOWN OF SOUTHOLD BITU,'DINGDEFT. CERTIFICATION Date: I / a© °� / Building Permit No. 6�3 Owner: (Please print) Plumber: D ere Mesh e SS�� (Please print) I certify that the solder used in the water supply system contains less than 2/10 of 1% lead. P�. (Plumbers Signa e) Sworn to before me this C) day of::50(aZ4 , 20 ',) � CONNIE D.BUNCH Notary Public,State of New York No.OlBU6185060 Qualified in Suffolk County Notary Public, County Commission Expires April 14,2 ;� 1 pF SOUIyOIo TOWN OF SOUTHOLD BUILDING DEPT. °`yoourm,N�'' 631-765-1802 00b3 INSPECTION [ UNDATION 1ST [ ] ROUGH PLBG. [ FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: -� C � � Cel��'1 G j on 6 f unda- mni is irrlkl L-5 •i c,/,t e6ep" Ole- . 6/4 // DATE (D�o?�- �.'�' INSPECTOR ho�aOF 50U1yo6 TOWN OF SOUTHOLD BUILDING DEPT. `ycou 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] F UNDATION 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: 6 3— j (� 064-4. e s k - DATE �- b INSPECTOR OF SOUTyO� * # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [vj/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: Ojai Pl uktb -�6v 8k-" 10 C-e"V DATE INSPECTOR ho��QfSObTyO� �q G�� — * # TOWN OF SOUTHOLD BUILDI G E co 631-765-1802 - 1 NSPECTION [ ] 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: DATE6121� INSPECTOR ` OE SOUI � -t)f Z,5 # # TOWN OF SOUTHOLD BUILDING DEP . 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION [ ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ] RENTAL REMARKS: i DATE INSPECTOR OF SOUIyo� # TOWN OF SOUTHOLD BUILDING DEPT. `ycourm1 631-765-1802 INSPECTION [ ] FOUNDATION 1ST [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [vfo'I'NSULATION/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: IV[SU OVA el, C�JU I k-- R" vas J v ,2 env I r �r�®✓L Jo UA4tcc e DATE o�•/5'•Q?S� INSPECTOR OF SOUTyO6 * # TOWN OF SOUTHOLD BUILDING DEPT., Ulm,� 631-765-1802 INSPECTION ], FOUNDATION 1 ST/ REBAR [ ] ROUGH PLBG. [ ] -FOUNDATION 2ND . [ ] SULATION/CAULKING [ ] FRAMING /STRAPPING [v FINAL [ ] FIREPLACE & CHIMNEY [ ] FIRE SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ], FIRE RESISTANT PENETRATION ELECTRICAL (ROUGH) [ ] ELECTRICAL (FINAL) [ - ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REM RKS: S� t RLA4*M �U �-- 6 n k • r DATE �'(�o� yo�1 INSPECTOR a ©6�OESol/, 3a9 � # # TOWN OF SOUTHOLD BUILDING DEPT. 631-765-1802 INSPECTION ] FOUNDATION 1ST/ REBAR [ ] ROUGH PLBG. [ ] FOUNDATION 2ND [ . ] INSULATIOWCAULKING [ ] FRAMING /STRAPPING [ ] FINAL [ ] . FIREPLACE & CHIMNEY [ ] FIRE-SAFETY INSPECTION ] FIRE RESISTANT CONSTRUCTION [ ] FIRE RESISTANT PENETRATION [ ] ELECTRICAL (ROUGH) ELECTRICAL (FINAL) [ ] CODE VIOLATION [ ] PRE C/O [ ]. RENTAL REMARKS: tw) M&C-ne +0-44 QL& 0 n�^ -fro" -DATE ��D�� INSPECTOR HUNTER �aS ��`�- ��. INSULATIO N 675 Elton Street, Riverhead, NY 11901 • (631),283-4120-- j November 12,2024 NOV 2 2 2024 RE: 325 Bay Avenue East Marion To Whom It May Concern, This is to certify that the above-referenced house was insulated as follows: New Addition: Roof area over living area 9"R-33 open cell foam. Exterior waits 2"R-14 closed cell.foam and R-1 3 unfaced fiberglass Total R-27. Basement exterior watts 2"R-1 4 closed cell foam. Windows/doors Tytan window and door pro gun foam. Penetrations caulk boss 136 firestop/draft.sealant. Additional work in Existing Home: Basement ceiling under steps 2"R-1 4 closed cell foam. Basement ceiling Q-deck area 4"R-30 closed cell.foam. Front foyer crawl space ceiling 4"R-30 closed cell foam. Existing basement exterior watts with beam ends 2"R-1 4 closed cell foam. 2x6 Roof area over existing house 4"R-30 closed cell foam. Exterior watts 2x4 21/2"R-1 9 closed cell foam. Attic and basement over foam no-burn plus fire rtd coating. Exterior watts unopened areas IBIL OC Propink L77 pink fiberglass 331b R-1 5 blow. Sincerely, Kenneth Brauner Over Five Decades of Quality and Service N� � -BURN® - Pius ThB # 3p�� ,.�-- I n#umescen#Coating Spray Polyurethane Foam Insulation PRODUCT DESCRIPTION No-Burn Plus ThB is an International Building,International Residential,and National Fire Protection Association Life Safety 101 thin film intumescent coating. When exposed to N ,_ {�, .�d, `• Jtf PX S})gry %b high temperatures and flame,Plus ThB intumesces,creating a char-harrier protecting treated substrates from fire. Manufactured in compliance with ISO 9001,as a certified intumescent coating,Plus ThB is applied to spray `" polyurethane foam insulation,achieving the fire ? performance prescribed. ?� ABOUT US �..._ No-Burn intumescent coatings provide the high- b ,i° performance,code-compliant fire protection needed in new and existing residential and commercial construction. In the presence of extreme heat or fire,intumescent PACKAGING/STORAGE coatings char and swell up to multiple times their original Pails: 5 gallons(19 L),58.5 lbs. thickness,which shields the substrate and significantly Drums: 55 gallon drum(208 L),net 45 gallons reduces its rate of'combustion. (170 L)586.5 lbs. Designed with the professional in mind,our simple one- Shelf Life: 12 months in unopened sealed containers, coat spray application achieves the code compliance you properly stored need with a water-based,low VOC emission formula, Storage: 40OF(4°C)-90°F(32°C) available in white and tinted coloring., Best Practices for Safe Handling&Storage PLUS Th13 PRODUCT SPECIFICATIONS Code Requirement Compliance, Color. White/Gray/Tinted Thermal Barrier Assembly 15 minutes:ER:jam.TER 1905-03 Irntumescent.Color Wheel&Tinting Ignition Barrier Assembly 5t minutes:ER==TER 1905-03 White + '• Exterior Rated Wall Intertek Design Listing: • Charcoal Assembly BASF/FI30-09 Finish.' Flat Flame Spread (FS)0 pH: 7-8 Interior Finish Smoke Developed(SD)10 Application: Best Practices for-Application Class A ' Film Thickness: Reference Code and Compliance Report Vapor Retarder 5 perms,Class III Dry Time: 60-90 minutes' USDA Incidental Food ANSI/NSF 51 Food Zone Materials Overcoat: water-based with pH of 7-8 Contact Safety: Plus ThS Safety Data Sheet(SDS) VOC Content: 18 g/L VOC Emissions: CDPH(CA Spec 01350)Compliant Code-compliant solutions. Life-saving protection. No-Bum,Inc. TRADEMARKS No-Burn,No-Sum logo and Fire Wise are trademarks owned by or licensed to No-Sum,Inc. SALES INFORMATION AND ORDER PLACEMENT LIMITED WARRANTY No-Bum,Inc.warrants that the No-Burn formula will be manufactured to the same specifications and 1-800-988-8677 quality,and will perform equally to the tests performed by the independent laboratories when properly applied. Warranty TECHNICALINFORMATION coverage Is limited solely to the cost of product purchased hereunder and specifically excludes Incidental expenses and 1-800-989-SS77 consequential damages. The applicator warrants that the product,in its original form from the Manufacturer,'will be stored, www.noburn.com mixed and/or applled as directed in the guidelines published by No-Burn,Inc.,to every reasonably accessible area that has been specified for protection.All implied warranties,from No-Burn,Inc.or the applicator are excluded.There may be-situations and materials for which No-Burn will not prevent a fire from igniting or retard the progress of a fire. POLICY&PROCEDURES All sales of this product by No-Burn, Inc.ore subjected to our Policy& Procedures available at lisps•//www noburn com/pollcies-procedr� 2024 No-Burn,Inc. UPDATES AND CURRENT INFORMATION Revised 19-Feb-2024.The information in this document may change without notice, -3 R Page 2.of2 SUBMITTAL SHEET Plus ThB N 9=B U R Sc?,5- Intumescent Coating l Spray Polyurethane Foam Insulation FIRM US-in. 3. Fire Propagation Characterstics;Posses INFPA2851 c. VOC Content:ISg/Lor less of water inaccordance [and][NFPA 276]testing as part of on approved with EPA 24. assembly. d. solids by Volume:60 to 70 percen aster Spec 22 OPEN-CELL SPRAY POLYURETHANE FOAM INSULATION 3. Surface-Burning Characteristics: Comply with ASTM E04; A Open-Cell Spray Polyurethane Foam Spray applied testing by a qualified tasting agency.Identify products Powered.6 Deltek S tic of nt with appropriate markings of applicable testing agency. y p p polyurethane foam Using water as a blowing agent a, Flame-Spread Index 25 or less. SECTION 072119-FOAMED-IN-PLACE INSULATION Minimum densrtv of(0,41blcu.ft.(6.4 kglcu.m)](Insert t' b. Smoke-Developedlndex 60orloss PART 1-GENERAL density,and minimum aged R-volue at t-lnch(25.4-mm) m I 4. Topcoat:As recommended In writing by Intuescent thickness of 3.4 dcg F x It x sq.It/Btu at 76 deg F(24 K x sq. thermal barrier manufacturer as corhpatibte with 1,1 SUMMARY m/W of 24 deg C)• substrate materials. A. Soctionindudex I. Manufacture Ifs:Subject to compliance with requirements a Decorative Topcoat 6-to 8-m1(6.15-to 020-min) 1. Closed-cell spray polyurethane foam insulation. provide prod ets by one of the following: thick,water-basodlatox-based paint for Interior 2. Open-cell spray polyurethano foam insulation a. BASF Corporation. conditioned spaces recommended in writing by 3. Accessories Includingthermal barrier and d Ignition bonier b. Carlisle Spray Foam Insulation. g Intumescent thermal barrier manufacturer ati coatings C. Demilec;b brand of Huntsman Building Products. compatible with substrate materials B. Related Requirements d. Ga Wrn U C. eq co e e � b. Protective Topcoat,Interior.6-to 8-mil(0.15-to 0.20- 1. Section 072100'ThermallnsWation'for foam-plastica. tcynene;a brand of Huntsman Building Products. mm)thick heavy-duty protective topcoat,VOC board insulation f. Johns MalWlle;a Berkshire Hathaway company, compliant for Interior unconditioned spaces subject to 2 Section 076700 Coated Foamed Roofing'for spray g. topolla;d brand of Huntsman Building Products. constant high humidity,condensation,or direct polyurethane foam Insulation used for roofing It. SWD Urethane Company. contact with moisture. applications. I. (Insert manufacturer's name>. 2 Surfaco-Burning characteristics;Comply with AS7M E84; PART 3-EXECUTION, 1.2 ACTION SUBMITTALS testing by a 6oliffed testing agency.Identify products A. Product Dato:For each type of product 3.1 EXAMINATION with opprop late markings of applicable testing agency. B, Sustolnoble Desi n Submittals ] A. Examine substrates and conditions for compliance with 9 a. Fiume-Spreadlndex(25](75j<Insortvaluo>orloss, 1. Product Data:For points and coatings,Indicating VOC manufacturers requirements for surface treatments, Po 9 9 b. Smoke- eveiopedlndex:1450)<Insertvolue>orless, content 3. Fire Propagation Characteristics:Passes(NFPA 2851(and) maximum moisture content and other conditions affecting 2. Evaluation Reports or Certificates,For paints and coatings, 9 performance of the Work. (NFPA tasting as part of an approved assembly. indicating compliance with requirements for low-emitting B, Proceed with coating application only after unsatisfactory materials. 7.3 ACCESSORIES A, Thermol1S.M.,Coating:Flre-proteeNvelntumescentcoating conditions have been corrected and sudacosare dry. 1.3 INFORMATIONAL SUBMITTALS formulated for application over polyurethane foam plastics, 3.2PREPARATION A. Test and Evaluation Reports: compatible wfth Insulation,and passes NFPA 286,FM 4880.U A. Verify that substrates are clean,dry,and free of substances I. Product Test Reports:For each product,for tests 1040,or UL 17151 esting as part of an approved assembly. that ore harmful to Insulation performed by qualified testing agency, 1. Bosls-of-Design Product:Subject to compliance with 2 Research Reports; requiremen ts,provide No-Bun,Inc;Plus The Mtumescentl33INSTALLATION o. For sproy-appliedpotyurethonefoam-plastic 0 Li I A. Comply with insulation manufacturers written instructions Insulatlom from[an agency acceptable to authorities 2 Perfomonc,Criteria: applicable to products and applications. having jurisdiction][ICC-ES)(UES/IAPMOI(DrJ TER] o Fnisn:Fkel t. a spray Insulation to envelop entire area to be Insulated and fill (Insert evaluation agency,showing compliance with b. color:IU�hite][Gray](Tinted). voids. (Insert requirement>. c. VOC Co tent:IS g/L or less of water in accordance C.Do not exceed maximum thicknesses recommended by b, For fire-protective coatings applied to spror-applied with EPA724. manufacturer.Do not spray into rising foam. polyurethane foom-plastic insulation,from d. Solids by Volume:70 percent D. Framed Constructiorx Install into cavities formed by framing [UES/1APMO1(DrJ TER](Intertek]<Insertevaluation 3. surface-Bu�ningCharacteristics,Comply with ASTME84; members to achieve thickness indicated on Drawings. a eno>showing compliance with<Insert E. Cavity Wolls:Install into cavities to[thickness Indicated on g Y n9 P testing by qualified testing agency.ldantify praducls requirement,. with a r 9rwte Markin sofa licoble testin a a Drawings)(fully fill void). PP op 9 PP g agency- B. Field Quality-Control Submittals: F. Miscellaneous Voids:Apply In accordance with o. Smok-Davel p Index ex 15 ss manufacturers written instructions, L Field quality-control reports for foomed-in-place b. Smoke- oveloped Index:[501(450]<Insertvalue>or i Insulation less G.Apply fife-protective Intumescent coatings in accordance C.Qualification statements For Installer. 4. Fire Propagation Characteristics:Passers NFPA 285 testing) with manufacturers written Instructions and tocomply with as part of art approved assembly. requirements for listing and labeling for fire-propagation )A QUAUTY ASSURANCE characteristics and surface-burning characteristics 5. Topcoat:As recommended in writing by intumescent A. Installer qualifications A(n authorhedj representative who Is thermal be der manufacturer as compatible with specified, trained on applications of spray-applied polyurethane foam substrata materials 1. Use equipment and techniques best suited for substrate plastic insulation and intumescent coatings,or similar I and type of material applied as recommended by PI 9• a Decoratjve Topcoat:6-to 8-mil(0.15-to 0.20-mm) product types(ond approved by monufacluror), thick,water-based fatox-based paint for Interior coating manufacturer. PART 2-PRODUCTS conditic6 ed spaces re commended In writing by 2 ApplYcoatingstopreparodsudacesassoonaspracfleet intumescent thermal banter manufacturer as q(ter preparat1prl qq l brfore subsequent surface selling 21 CLOSED-CELL SPRAY POLYURETHANE FOAM INSULATION - compotible with substrate materials. ordeterloration. A. Closed-Cell Spray Polyurethane room ASTM 01029,Type 11, b. Protec6e Topcoat,interior:6-to 8-mil(0J5-to 0.20- 3. Apply coatings to produce surface films without holidays min(mum density of[1.61b/cu.ft.(24 kg/cu.m)i(Insert mm)thick.exterior topcoat VOC compliant for interior lops.brush marks,roller tracking,runsa sags,ropiness,or density,and minimum aged R-value at 1-inch(26.4-mm) unconditioned spaces subject to constant high other surface Imperfections.Produce sharp Imes and thickness of 6.2 deg F x h x sq.ft./Btu at 75 deg F(43 K x sq. humldit}.condensation,or direct contact with color breaks. m/W at 24 deg C). molstur, 3.4 FIELD QUALITY CONTROL 1. Manufacturers.Subject to compliance with requirements, c. Protect Topcoat,Exterior,6-to 8-mil(0.15-to 0.20-i A. Continuously monitor wet film thickness(WFT)by performing provide products by one of the following: mm)th ck,continuous insulation exterior topcoat(is a periodic checketo ensure correct thicknenes ore applied a. BASF Corporation component of exterior wall systems as Indicated by I. Measuring Thickness,. b. Carlisle Spray roam Insulation, Intertek Design listing BASr/FI 30-09 when installed a. Install medallions prior to applying intumescent, c. Demilac,a brand of Huntsman Building Products. behind appioved claddings. thermal barrier coating to measure wet film thickness d. Gaco Western LLC. and dry film thickness. B. Ignition Sanior Coating:Fire-protective coating formulated e. tcynene;o brand of Huntsman Building Products. I b. Perform thickness measurements by measuring 1. Johns Manville;a Berkshire Hathaway company. for applicatlor over polyurethano foam plastics.compatible with insulation,and in compliance with ICC-ES AC377, representative sample a s of cad intumescent g. CapeSWD Ur;a brand of Huntsman Building Products Appendix X.Products Identified with testing agency markings. coating material by means is calipers,optical K SWDUrethaneCompany. I comparators,or similar devices. I. <lnsott manufacturer's nomo>, L Basis-of-DedgnProduct:Subject to compliance with 2. Surface-Burning Characteristics:Comply with ASTM E84; roquirome is,provide No-Burn,Inc,Plus Ths. 3.5PROTECTION testing by a qualified testing agency.Identify products 2 Perform 'e Criteria: A. Protect installed insulation from damage due to harmful with appropriate markings of applicable testing agency. a. Finish Flat. weather exposures,physical abuse,and other causes. o. Fome-Spread Index[251(751<Insert value>or less. b. Color.[Whftoj[Gray)ITlntedl• END OF SECTION 072119 b. Smoke-Developed Index:(4601 Onsort votuo)or less. N BURN: Page 2of2 SUBMITTAL SHEET T53 y ' ��'° ��,,��`�>��3�'� `+EyTC�+`��'Q'�`�ll�+l�a�!��+��"��tht;�©Mi�� ;1�► �� °��, ��"�� >"�`��`��>��°��EWAG��dt�P051e►t. �Y1�ATER�$UPPL�' �;� �� ,�� x'�` �`�,�"�"��'�� `� � ��pemr► Noy �>",5 r �� M � w ;'�'��Ciisptisal stem in�yip��►1�ml? �K to Bacfdil� y�'�� tnspect►on�No�k Cora toted �-� 20%, � Ss,i� bit" .x'raF �s yc444 s �v 37 Ysyo- s rs r4r S } e 'p', BryS �nA� 3 x{a a at 5xs f i Y a 3 n his ecfion 'om�et c! C to Bac iq Y t �}�111at0, up P r. <v ? ° * k a ❑Inspec#io"MCComp1 #etl 'Mvr2+ei�s,"r' z v�rro: h7 Y £ �,x+`z 3�,, s`n � s�M � *fir v h'^,+`,�*� -°z .✓- Ut� Okff: �'< 't''�`s z! ' wz�, � twl��f � , F" 3 " air.*° `w.s`c7 Dat ��nspectb bp'n k "fik=-dt�A �f .. i r" S OLkCOUNNpEpMENf OFiFALl1SEFi1ItCE$ r<�, F�r,9 my " r s 8 xY mar OSI I OP 181 L ��RMM, 'ECTIa COMOMI,NDDE5NbTCON T(ttfl APP t gyp^ T,ti zn } c +, �„ J" a`an3s�a�.•:awL kr,%�.�aC..u2a1:£ ,.iu.^�.1.>.f,�a s '. ::s�......`. . .-D Er:1 n -� OCT 3 2024 HVAC Design Calculation in accordance with ACCA, Manual JA& & Manual J 'Eighth Edition V.2 For 325 Bay Avenue-East Marion, NY, Isaac-Rae Architecture & Design 11575 Main Bayview Road Southold MY 11971 (347) 276-6093 . ` K, f '. prepared by:`Tlzati as Race r lta°iR accordance v�iith A CA Manual] 8 'edit�bn,V2;:_ s:ipaw.re. , bate.-. 09/07/2022 Disclaimer New York Building Technology Group Inc. Disclaimer.Clause for Manual J, S and D load, design calculations and equipment selection This document is intended as a preliminary design document for permitting purposes only. All information, calculations and other items appearing in this document are based on the blue prints provided by the client, NYS code, ACCA design guidelines, and/or using default interior design loads. These loads are subject to change based on the specific requirements of the occupants. Any changes to design loads should be made using ACCA design guidelines and documented according to the guidelines of the building dept. The design professional and/or a contractor may alter the design and/or installation as they see fit based on site conditions. These changes must be in accordance with ACCA guidelines and New York State residential building code. New York Building Technology Group.Inc. shall not be liable for any damages, losses, expenses or other liabilities whatsoever arising in.connection with the use of, or inability to use, the herein calculation documents by any party, or in connection with any failure of performance, error, omission, interruption, defect, suspension, delay in operations in the use or interpretation of this document, whether or not New York Building Technology Group Inc. has been advised of the possibility of such damages, losses, expenses or liabilities. New York Building Technology Group Inc. makes no warranty, statement or representation with the use of this document or with respect to the accuracy, completeness, or usefulness of the information, calculations and other items contained herein. 159 Route 25A Building 1 Suite B Miller Place,,NY 11764 Telephone:631 495-0289 Pax: 631 389-2808 Email:Dane@nybtg.com Manual S Compliance Report Job: 3071 rw;.`v � *8tgs�l Date: Jul 18,2022 Basement By, Tom Wccarella New York Building Technology Group 159 Rt25ASuilding 1 Suite B,Miller Place.W11764 Phone:631495-0289 Emil:Tom@nybtg.mm Mb:www.NYBTG.com Project • • For. 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Cooling, • • Design Conditions Outdoor design DB: 84.3°F Sensible gain: 9907 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latentgain: 1281 Btuh Entering coil WB: 62.6°F Indoor design DB: 75.0°F Total gain: 11189 Btuh Indoor RH: 50% Estimated airflow: 400 dim Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ-Al2AA4 Actual airflow: 400 c6n Sensible capacity: 8400 Btuh 85%of load Latent capacity: 3600 Btuh 281%of load Total capacity: 12000 Btuh 107%of load SHR: 70% Heating EqUipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 9414 Btuh Entering coil DB: 67.8°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ Al2AA4 Actual airflow: 400 cfm Output capacity: 14000 Btuh 149%of load Capacity balance: 12 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer., NAVIEN,INC. Model: NCB-240/130H Actual airflow: 400 cfm Output capacity: 12000 Btuh 127%of load Meets all requirements ofACCA Manual S. 1allriglat�Oft 2022-Sep-0614:38:47 �„ „ ,„„ Right Suite®Universal 2022 22.0.03 RSU26095 Page 1 I P:WYBTGWORKFlOWG325 Bay Ae1325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S Manual S Compliance Report Job: 3071 v; L em 1��iL�isl u Date: Jul 18,2022 EX. TSf By Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.00m V*b:www.N1BTG.com Project • • For. —325 BayAvenue-East Marion,NY,Isaac RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Cooling Equipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 13977 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 1126 Btuh Entering coil WB: 62.6'F Indoor design DB: 75.0°F Total gain: 15103 Btuh IndoorRH: 50% Estimated airflow: 600 chn Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ-Al2AA4 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 90%of load Latent capacity: 5400 Btuh 480%of load Total capacity: 18000 Btuh 119%ofload SHR: 70% HeatingEquipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 11177 Btuh Entering coil DB: 67.9'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipment type: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ Al2AA4 Actual airflow: 600 cfm Output capacity:. ' 22000 Btuh 197%of load Capacity balance: 5.2 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 600 cfm Output capacity: 18000 Btuh 161%of load Meets all requirements ofACCA Manual S. wrightsoft- 2022-Sep•0614:38A7 �„� nw.>•,an;�,u,a:kv4; FUght-Suite@Unlversef202222.0.03RSU26095 Page 2 AC >P:WYBTGWORKFLOW025 Bay A/e1325_Bay_Avenue.rup Calc=MJ8 FrontDoorfaces:S Manual S Compliance Report Job: 3071 N �u r � it} a arrs Date: Jul 18,2022 a. Ex. 2nd W. Tom Baccarella New York Building Technology Group 159Rt25ABuildingI Suite 8,MillerPlace,NY11764 Phone:631-495-0289 Email:TomQanybtg.comWab:www.NYSTG.00m Project Woemation For. 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac rae.com Cooling Equipment Design Conditions Outdoor design DB: 84XF Sensible gain: 11602 Btuh Entering coil DB: 76.0°F Outdoor design WB: 71.7°F Latentgain: 2424 Btuh Entering coil WB: 63.6°F Indoor design DB: 75.0°F Total gain: 14026 Btuh IndoorRH: 50% Estimated airflow: 600 cfm Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2#2+MVZ-A18AA4 Actual airflow: 600 cfm Sensible capacity: 12600 Btuh 109%of load Latent capacity: 5400 Btuh 223%of load Total capacity: 18000 Btuh 128%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 13755 Btuh Entering coil DB:, 62.5°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: MXZ4C36NAHZ2#2+MVZ A18AA4 Actual airflow: 600 cti7r Output capacity: 22000 Btuh 160%of load Capacity balance: 10 OF Supplemental heat required., 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 600 cfrn Output capacity: 18000 Btuh 131%of load Meets all requirements ofACCA Manual S. Wr�i il7tSoft� 2022-Sep-0614:38:47 Y+� ,,,4� ,,,,,,,�„,y , Right Suitet�Universa1202222.0.03 RSU26095 Page 3 ACM P:WYBTGWORKFLOM25 Bay Are1325_Bay_Avenue.rup Cale=W8 Front Door faces:S Manual S Compliance.Report Job: 3071 Date: Jul 18,2022 UiL lal New 1st W. Tom Wccarella New York Building Technology Group 159 RI25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Eniai]:Tom@nybtg.00mV%bb:www.NYBTG.com 'Project Information For. 325 BayAvenue-East Marion,NY,Isaao-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com • • Design Conditions Outdoor design DB: . 84.3°F Sensible gain: 9120 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latentgain: 1520 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 10640 Btuh IndoorRH: 50% Estimated airflow: 600 dr Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ-Al2AA4 Actual airflow: 600 cfm Sensible capacity: 8400 Btuh 92%of load Latent capacity: 3600 Btuh 237%of load Total capacity: 12000 Btuh 113%ofload SHR: 70% Heating Equipffient Design Conditions Outdoor design DB: 15.7°F Heat loss: 7910 Btuh Entering coil DB: 67.9'F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SpIitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42NAHZ2#1+MVZ Al2AA4 Actual airflow: 600 dm Output capacity: 14000 Btuh 177%of load Capacity balance: 5.5 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer. NAVIEN,INC. Model: NCB-240/130H Actual airflow: 600 cfm Output capacity: 12000 Btuh 152%of load Meets all requirements ofACCA Manual S. Wrl htsaft- 2022-Sep-0614:3847 . , Right-Suite©Universal 2022 22.0.03 RSU26095 Page 4 �ti P:WYBTGWORKFLOW025BayAM325_Bay_Avenue.rup Cale=W8 Front Door faces:S Manual S Compliance Report Job: 3071 Date: Jul 18,2022 New 2nd By. Tom Baccarella New York Building Technology Group 159 R125ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Effmil:Tom@nybtg.com Web:www.NYBTG.com Project • • For. 325 BayAvenue-East Marion,NY,Isaao-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margoosaao-rae.com Cooling Eqyipment Design Conditions Outdoor design DB: 84.3°F Sensible gain: 11349 Btuh Entering coil DB: 75.0°F Outdoor design WB: 71.7°F Latent gain: 1276 Btuh Entering coil WB: 62.5°F Indoor design DB: 75.0°F Total gain: 12625 Btuh Indoor RH: 50% Estimated airflow: 460 dim , Manufacturer's Performance Data at Actual Design Conditions' Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42AHZ2#1+MVZ-A18AA4 Actual airflow: 460 cfm Sensible capacity: 12600 Btuh 111%of load Latent capacity: 5400 Btuh 423%of load Total capacity: 18000 Btuh 143%of load SHR: 70% Heating Equipment Design Conditions Outdoor design DB: 15.7°F Heat loss: 9716 Btuh Entering coil DB: 67.9°F Indoor design DB: 68.0°F Manufacturer's Performance Data at Actual Design Conditions Equipmenttype: SplitASHP Manufacturer: Mitsubishi Electric Model: MXZ-5C42AHZ2#1+MVZ A18AA4 Actual airflow: 460 cfm Output capacity. 22000 Btuh 226%of load Capacity balance: 2.0 OF Supplemental heat required: 0 Btuh Economic balance: -99 OF Backup equipment type: Prop boiler Manufacturer: NAVIEN,INC. Model: NCB-240/130H Actual airflow: 460 cfm Output capacity: 12000 Btuh 124e/o of load Meets all requirements ofACCA Manual S. 'wrightsoft 2022-sep o61a 38:47 ++, s� „ , Right Suite©Universal 2022 22.0.03 RSU26095 Pages C�P:WIBTGWORKFLOWl325 Say Are1325_Bay_Avenue.rup Calc=W8 FrontDoorfaces.S Load Short Form Job: 3071 +Avfti:* x x. 1600r--� Date: Jul 18,2022 Basement Br.. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B;Miller Place,W11764 Phone:631-495-0289-Email:Tom@nybtg.com Wab:www.N BTG.com, Project • • For. 325 BayAvenue-East Marion,NY,Isaac-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Des,ig ormation Htg cig Infiltration Outside db('F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42NAHZ2#1 Cond MX2-5C42NAHZ2#1 AHRI ref 204834266 Coil MVZ-Al2AA4 AHRI ref 204834266 Efficiency 10.2 HSPF Efficiency 13.0 EER,21.1'SEER Heating input Sensible cooling 8400 Btuh Heating output 14000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 32 OF Total cooling 12000 Btuh Actual airflow 400 c8T1 Actual airflow 400 cfrn Air flow factor 0.042 cfmBtuh Air flow factor 0.040 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in;1-12O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=12 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H Input=12000 Btuh Output 120 0 Btuh 95AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Ex.Basement 853 3871 1706 164 69 Bed 5 244 1699 3444 72 139 Bath 3 95 700 23 30 1 Foyer 305 151.9 2887 65 117 B Stairs 103 605 19 26 1 Laundry 71 1019 1828 43 74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. wriightsoft 2022-Sep 06 74:38:47 Right-Suite@ Universal 2022 22.0.03 RSU26095 Pagel P:WYBTGWORKFLOVM25 Bay Net325 Bay_Avenue.rup Calc=MJ8 FrontDoorfaces:S Basement d 1671 9414 9907 400 400 Other equip loads 0 0 Equip.@ 0.89 RSM 8847 Latent cooling 1281 TOTALS 1671 9414. 10129 400 400 Calculations appiFoved byACCA to meet all requirements of Manual J 8th Ed. WrI9 2022-Sep-0614:38:47 �"ter`.�. RightSuite®Universal 202222.0.03RSU26095 Page I`MP;W`BTGWORKFLOW325BayAre1325_Bay_Avenue.rup Calc=NU8 Front Door faces:S Load Short Form Job: 30" Date: Jul18,2022 »v EX. Ist W. Tom Baccarella New York Building Technology Group , 159 Rt 25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Mb:www.NYBTG.com Project • • For. 325 BayAvenue-East Marion,NY,Isaac-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.00m Design Inf• • Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(°F) 68 .75. Construction quality Tight Design TD(°F) 52 9 , Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42NAHZ2#1 Cond MX2-5C42NAHZ2#1 AHRI ref 204834293 Coil MVZ-Al2AA4 AHRI ref 204834293 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 cfm Actual airflow 600 cfm Air flow factor 0.054 cfmBtuh Air flow factor 0.043 tim/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in,H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point=5 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H In ut=18000 Btuh Output=18000 Btuh 95 AFUE ROOM NAME Area Htg load Clg load Htg AVF - CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Mud/Hall 341 4718 5366 253 230 Powder 51 301 52 16 2 Hall 218 1676 1684 90 72 Living 197 2755 4112 148 177 . Dining 223 1727 2773 93 119 Ex.1st d 1030 11177 13977 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 12481 Latent cooling 1126 TOTALS 1030 11177 13607 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. - ` Wlcightsof 2022-Sep-0614:38:47 Right-Suite@ Universal 2022 22.0.03 RSU26095 Page J P:WYBTGWORKFLOVM25BayAte�325_Bay_Avenue.rup Calc=W8 FrontDoorfaces:S Load Short Form Date: JulJul 1 �s j:��/�{ e A,.xe Date: 2022 �' <QR r " Ex. 2nd W. Tom Baccarella New York Building Technology Group 159 R1:25ABullding 1 Suite B,Willer Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00m Mb:www.NYBTG.com Project • • For: 325 BayAvenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Design Information Htg Cig Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/lb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric. Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2#2 . Cond MXZ-4C36NAHZ2'#2 AHRI ref 204834293 Coil MVZ A18AA4 AHRI ref 204834293 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual airflow 600 dm Actual airflow 600 cfm Airflowfactor 0.058 clmBtuh' Airflowfactor 0.055 c1mBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=10 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H In ut=18000 Btuh Output=18000 Btuh 95AFUE ROOM NAME Area Htg load Cig load HtgAVF CIgAVF (ft2) (Btuh) (Btuh) (cfm) (cfm) Bath 1 120 1301 971 76 53 Hallway 239 1076 1354 63 74 Bed 2 138 1748 1985 102 108 Bath 2 101 787 769 46 42 Bed 3 167 2222 2449 130 134 Bed 4 253 3149 3457 184 189 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-0614:38:47 R htSuite®Universal202222.0.03RSU26095Vrg Page C{#P.WIBTGWORKFLOW\325BayNe\325_Bay_Avenue.rup Calc=MJ8 Front Doorhaces:S Ex.2nd d 1017 10284 10985 600 600 Other equip loads 3471 617 Equip.@ 0.89 RSM 10361 Latent 000ling 2424 TOTALS 1017 13755 12784 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. -. wrightsoft`° 2022-Sep•0614:3847 ;„ s,a•r n a h � 'A, Right-Suite@Universal 2022 22.0.03 RSU26095 Page 5 i PMIYBTGWORKFLOW1325 Bay Arel325 Bay_Avenue.rup Calc=NU8 FrontDoorfacesS Load Short Form Job: ao71 ri ;r-i`tt$s€ ft 0tDate: Jul 18,2022 New 1st W. Tom eaccarella Lu P e'A New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Ermii:Tom@nybtg.comVVab:www.NYBTG.com Project Information For: 325 BayAvenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Inf• • Htg Clg Infiltration Outside db(°F) 16 84 Method Simplified Inside db(°F) 68 75 Construction quality Tight Design TD(°F) 52 9 Fireplaces 1 (Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(gr/Ib) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42NAHZ2#1 Cond MXZ-5C42NAHZ2#1 AHRI ref 204834266 Coil MVZ Al2AA4 AHRI ref 204834266 Efficiency 10.2 HSPF Efficiency 12.0 EER,20.8 SEER Heating input Sensible cooling 8400 Btuh Heating output 14000 Btuh @ 47-F Latent cooling 3600 Btuh Temperature rise 21 OF Total cooling 12000 Btuh Actual airflow 600 cIrn Actual airflow 600 cfm Airflowfactor 0.076 cfmBtuh Airflowfactor 0.066 cfmBtuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=5 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H In ut=12000 Btuh Output=12000 Btuh 95AFUE ROOM NAME Area Htg load Clg load Htg AVF CIgAVF (ft2) (Btuh) (Btuh) (dm) (cfm) Kitchen 609 7910 9120 600 600 New 1st d 609 7910 9120 600 600 Other equip loads 0 0 Equip.@ 0.89 RSM 8144 Latent cooling 1520 TOTALS 609 7910 9664 600 600 BoMlrtalic values have been manuallyoverrtdden Calculations approved byACCA'tb meet all requirements of Manual J 8th Ed. wrightsaTta 2022-Sep•0614:38:47 +�+ �µ„y�,;„„„y- m, Right-Suite®Universal 2022 22.0.03 RSU26095 Page 6 k6k P:wvBTGWORKFLOV 325BayAAel325_Bay_Avenue.rup Calc=iVW8 Front Door faces:S i. Load Short Form Job: 3071 Date: Jul 18,2022 ' New 2nd sy: Tom Baccarella New York Building Technology Group 159Rt25A Building 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.mmMb:www.NYBTG.com Project • • For. 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY.11971 Phone:(347)276-6093 Email:margoosaao-rae.com Design Information Htg Clg Infiltration Outside db(OF) 16 84 Method Simplified Inside db(OF) 68 75 Construction quality Tight Design TD(OF) 52 9 Fireplaces 1(Average) Daily range - L Inside humidity(%) 50 50 Moisture difference(grAb) 41 32 HEATING EQUIPMENT COOLING EQUIPMENT Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42AHZ2#1 Cond MXZ-5C42AHZ2#1 AHRI ref 204834266 Coil MVZ-A18AA4 AHRI ref 204834266 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 44 OF Total cooling 18000 Btuh Actual airflow 460 cfm Actual airflow 460 tfin Air flow factor 0.047 cfmBtuh Air flow factor 0.041 clim/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point=2 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H In ut=12000 Btuh Out ut=12000 Btuh 95AFUE ROOM NAME Area Htg load Clg load HtgAVF CIgAVF (ftz) (Btuh) (Btuh) (cfm) (cfm) Master Bath 226 2819 1906 133 77 WIC 76 160 382 8 16 Master Bed 357 6737 9061 319 367 New 2nd d -659 9716 11349 460 460 Other equip loads 0 1 0 Equip.@ 0.89 RSM 10135 Latent cooling 1276 TOTALS 659 9716 11411 460 460 Boldfdallc values have been manuallyovenidden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w - WlrightsoW AM o#,•?k+.W,+x arwra�iW�r 2022-Sep 061438:47 -Suite@ Universal RSU26095Ri Right Page 7 P:WYBTGWORKFLOVM25 Bay Are1325_Bay_Avenue.rup Calc=MJ8 FrontDoorfacex S Project Summary Job: 3071 r> v`Y"Fix Date: Jul 18,2022 Basement Ehr Tan Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email;Tom@nybtg.comMb:wm.NYBTG.com Project • • For: 325 BayAvenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Notes: Design Information Weather. :Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference .32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 8592 Btuh Structure 9707 Btuh Ducts 821 Btuh Ducts- 201 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 -Btuh. Equipment load 9414 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 8847 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 959, .Btuh Ducts 322 Btuh Central vent(0 cfrn) 0 Btuh Heating Cooling (none) Area(T) 1671 1671 Equipment latent load 1281 Btuh Volume(W) 2506 2506 Air changes/hour 0.15 0.06 Equipment Total Load(Sen+Lat) 10129 Btuh Equiv AVF(cfm) 6 3 Req.total capacity at 0.70 SHR 1.1 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42NAHZ2#1 Cond MXZ-5C42NAHZ2#1 AHRI ref 204834266 Coil MVZ-Al2AA4 AHRI ref 204834266 Efficiency 10.2 HSPF Efficiency 13.0 EER,21.1 SEER Heating input I Sensible cooling 8400 Btuh Heating output 14000 Btuh @ 47°F Latent cooling 3600 Btuh Temperature rise 32 OF Total cooling 12000 Btuh Actual airflow 400 cfrn Actual airflow 400 cfm Air flow factor 0.042 dmBtuh Air flow factor 0.040 dm/Btuh' Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.89 Capacity balance point=12 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H Input=12000 Btuh, Output=12000 Btuh,95AFUE Calculations approved byACCA to meet all requirements of Manual J 8th Ed. WrY t�fiSoft"' 2022-Sep-0614:38:47 .•.9 .M, r Right-Suite©Unlversai 2022 22.0.03 RSU26095 Page 1 CAP:WYBTGWORKFLOW,325 Bay Are1325 Bey_Avenue.rup Calc=MA Front Door faoes:S Summary Job: 3071 Project 1 rY °., , J � - Date: u18,1022 * ° E.X. 7St W. Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miiler.Plaos,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.00m Project • • For. 325 BayAvenue-.East Marion,NY,Isaac-Rae Architecture-&.Design 11575 Main Bayview Road,Southold,NY 11971-, Phone:(347)276-6093 Notes: Email:margbt@isaacrae.com - .. Design Information Weather: Brookhaven,NY,US. Winter,Design,Conditions Summer Design Conditions Outside db 16 OF Outside db 84 !OF Inside db 68 OF Inside db • 75 °F Design TD 52 OF Design TD 9 I°F Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary, : , Sensible Cooling Equipment Load Sizing Structure 10443 Btuh; Structure 13786 ,Btuh Ducts -- 734 Btuh Ducts 191 Btuh Central vent(0 t f n) 0 Btuh Central vent(0 drn) 0 t Btuh (none) (none) Humidific�ltion 0 Btuh Blower. 0 ;Btuh- Piping 0 Btuh Equipment load 11177 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 12481 ;Btuh Method . .. simplified Latent Cooling Equipment Load Sizing Construction quality 'Tight { Fireplaces 1 (Average) Structure 839-;Bttih Ducts 287 Btuh Central vent(0 cfm) 0 Btuh Heating Cool! (none) Area(ft?) 1030 , 1030 Equipment latent load,; 1 1126 Btuh,.: Volume(ft3) 9272 9272 1, , . Aircthanges/hour 0.17. 0.07 Equipment Total Load(Sen+Lat) 13607 Btuh- Equiv.AVF(cfm) 26 11 Req.total capacity at0. 0 SHR 1.5 iton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric . Make Mitsubishi Electric Trade Mitsubishi Electric'. Trade Mitsubishi Electric' Model MXZ-5C42NAHZ2#1 Cond MXZ-5C42NAHZ2#1 AHRI ref 204834293 Coil MVZ-Al2AA4 AHRI ref 204834293 Efficiency ', ' 10 HSPF Efficiency - 13.5 EER,17 SEER Heating input Sensible cooling 12600.iBtuh Heating output 22060 Btuh @ 47OF Latent cooling. ` : 5400.;Btuh Temperature rise 33' °F, Total cooling 18000 1Btuh Actual airflow 600 cfin Actual airflow 600 icfm Airflowfactor 0.054 cfmBtuh Airflowfactor 0.043 !cfmBtuh Static pressure 0.50 in H2O Static pressure, . 0.50 lin H2O Space thermostat Load sensible heat ratio 0.93 Capacity balance point=5 OF Backup:NAVIEN,INC.NAVIEN NCB-246/130H Input=18000 Btuh, Output=18000 Btuh,95AFUE CalculationS approved byACCA to meet all requirements of Manual J 8th Ed. � � Rghuite�Universal 22.0.03 RSU26095 022-Sep•0614:38A7 P Page 2 i VMTGWORKFLOVM25BayAre\325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S i. Project Summa Job: 3071 tiEti`vQnr 6tt:i0 ti ry Date: Jul 18,2022 Ex. 2nd sy: Tom Baccarella 5 „tip New York Building Technology Group, 159Rt25ABuilding1SuiteB,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.comV%b:wm."TG.com Project • • For: 325 BayAvenue-East Marion,NY,Isaac-RaeArchitecture&Design 11575 Main BayviewRoad,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Notes: D- •n In-formation Weather: Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 °F Design TD 52 °F• Design TD 9 7OF Daily range L Relative humidity 50 % Moisture difference 32 grub Heating Summary Sensible Cooling Equipment Load Sizing Structure 9539 Btuh Structure 10791 Btuh Ducts 745 Btuh Ducts 194 Btuh Central vent(61 cfm) 3471 Btuh Central vent(61 cfm) 617 Btuh Outside air Outside air Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 13755 Btuh Use manufacturer's data n • Rate/swing multiplier 0.89 Infiltration Equipment sensible load 10361 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 813 Btuh Ducts 293 Btuh Central vent(61 din) 1318 Btuh Heatingg cooling Outside air Area(ftz) 1017 •1017 Equipment latent load 2424 Btuh Volume(fe) 9155 9155 Air changes/hour 0.15 0.06 Equipment Total Load(Sen+Lat) 12784_ Btuh Equiv AVF(cfm) 23 10 Req.total capacity at 0.70 SHR 12 'ton Heating Equipment-Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-4C36NAHZ2#2 Cond MXZ-4C36NAHZ2#2 AHRI ref 204834293 Coil MVZ A18AA4 AHRI ref_ 204834293 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling_ 12600 Btuh Heating output- 22000 Btuh @ 47°F Latent cooling ' 5400 Btuh Temperature rise 33 OF Total cooling 18000 Btuh Actual'airflow 600 .cfm Actual airflow 600 cfm Air flow factor 0.058 cfmBtuh Air flow factor 0.055 ctm/Btuh Static pressure 0.50 in H2O State pressure 0.50 'in H2O Space thermostat Load sensible heat ratio 0.83 Capacity balance point=10 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H Input=18000 Btuh, Output=18000 Btuh,95AFUE Calculations.approved byACCA to meet all requirements of Manual J 8th Ed. W�.y htsvft 2022-Sep-0614:38:47 Right-Sulte@ Universal 2022 22.0.03 RSU26095 Page 3 IM P.WYBTGWORKFLOW132513ayAre\325_Bay_Avenue.rup Calc=W8 FrontDoorfaces:S -Project SummaryJob: Jul1� -'Date: ul 8,2022 to iv: t?�s u.a ri . New 7St W. Tom Mccarella New York Building Technology Group 159Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtgmmV%b:wm.NYBTG.com Project • . • For. 325 BayAvenue-EastMarion,NY,Isaac-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Notes: Design Information Weather. Brookhaven,NY,US Winter Design Conditions. Summer Design Conditions Outside db, 16 OF—� - Outside db 84! of Inside db 68 °F Inside db 75 OF Design TD. 52 °F: Design TD 9'°F Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary. Sensible Cooling.Equipment Load Sizing Structure 7330 Btuh Structure 8969 Btuh Ducts ; ' 580 Btuh Ducts , 151 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfm) 0 ,Btuh (none) (none) Humidification 0 Btuh Blower . 0 Btuh Piping 0 Btuh Equipment load 7910 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 8144 ,Btuh Method. Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1293 ;Btuh Ducts 227 Btuh Central vent(0 cfm) 0 Btuh Heatingg Coolinngg (none) Area(ftz) 609 _ 609 Equipment latent load 1520 Btuh Volume(1?) 5481 5481 Airchanges/hour 0.19 0.08 Equipment Total Load(Sen+Lat) 9664 Btuh Equiv.AVF(cfm) 18 .7 Req.total capacity at0.770 SHR 1.0 ton Heating Equipment.Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric : Trade Mitsubishi Electric Model MXZ-5C42NAHZ2#1 Cond MXZ-5C42NAHZ2#1 AHRI ref 204834266 Coil MVZ-Al2AA4 AHRI ref 204834266 Efficiency 10.2 HSPF Efficiency, 12.0 EER,20.8 SEER Heating input' Sensible cooling 8400 'Btuh Heating output 14000 Btuh @ 47°F Latent cooling, 3600 'Btuh Temperature rise 21 'F . Total cooling 12000 'Btuh Actual airflow 600 cfm Actual airflow 600 cfm Airflowfactor 0.076 �cfm/Btuh Airflowfactor - 0.066 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.86 Capacity balance point=5°F Backup:NAVIEN,INC.NAVIEN NCB-240/130H Input=12000 Btuh, Output=12000 Btuh,95AFUE Bok talic values have been manuallyoverridden Calculations.approved byACCA to meet all requirements of Manual J 8th Ed. wrgiatsoft� 2022-Sep-0614:3847 Right-SulteO Universal 202222.0.03RSU26095 Page i CA P:WYBTGWORKFLOW325BayArel325 Bay_Avenue.rup Calc=MJ8 FrontDoorfaces:S Project ect Summary Job: 3071 Date: Jul 18,2022 �'�" G New 2nd By. Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Eniail:Tom@nybtg.comVWb:wm.NYBTG.com _-Proiect-Information For: 325 Bay Avenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Notes: Desig"jiniformation Weather. Brookhaven,NY,US Winter Design Conditions Summer Design Conditions Outside db 16 OF Outside db 84 OF Inside db 68 OF Inside db 75 OF Design TD 52 OF Design TD 9 OF Daily range L Relative humidity 50 % Moisture difference 32 grAb Heating Summary Sensible Cooling Equipment Load Sizing Structure 9218 Btuh Structure 11219 Btuh Ducts 498 Btuh Ducts 130 Btuh Central vent(0 cfm) 0 Btuh Central vent(0 cfim) .0 Btuh (none) (none) Humidification 0 Btuh Blower 0 Btuh Piping 0 Btuh Equipment load 9716 Btuh Use manufacturer's data n Rate/swing multiplier 0.89 Infiltration Equipment sensible load 10135 Btuh Method Simplified Latent Cooling Equipment Load Sizing Construction quality Tight Fireplaces 1 (Average) Structure 1081 .Btuh Ducts 194 Btuh Central vent(0 cim) 0 Btuh Heatingg Cooling (none) Area(fe) 659 659 Equipment latent load 1276 Btuh Volume(ft') 7202 7202 Air changes/hour 0.16 0.07 Equipment Total Load(Sen+Lat) 11411 Btuh Equiv.AVF(cfm) 20 8 Req.total capacity at 0. 0 SHR 1.2 ton Heating Equipment Summary Cooling Equipment Summary Make Mitsubishi Electric Make Mitsubishi Electric Trade Mitsubishi Electric Trade Mitsubishi Electric Model MXZ-5C42AHZ2#1 Cond MXZ-5C42AHZ2#1 AHRI ref 204834266 Coil MVZ A18AA4 AHRI ref 204834266 Efficiency 10 HSPF Efficiency 13.5 EER,17 SEER Heating input Sensible cooling 12600 Btuh Heating output 22000 Btuh @ 47°F Latent cooling 5400 Btuh Temperature rise 44 OF Total cooling 18000 Btuh Actual airflow 460 cfm Actual airflow 460. cfm Air flow factor 0.047 cfm/Btuh Air flow factor 0.041 cfm/Btuh Static pressure 0.50 in H2O Static pressure 0.50 in H2O Space thermostat Load sensible heat ratio 0.90 Capacity balance point=2 OF Backup:NAVIEN,INC.NAVIEN NCB-240/130H Input=12000 Btuh, Output=12000 Btuh,95AFUE Boldldafic values have been manuallyoverddden Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-0614:38:47 -�!�^wrYyhfisoftp" PJghtSuite©Universal202222.0.03RSU26095 Page .Q("iGF1 P:WYBTGWORKFLOVM25 Bey Are325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S AED Assessment Job: 3071 rrFvr rt�:nt, �s ads��r�G„: Data: Jul 18,2022 } Basement By. Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com Project • . • For: 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(T) 52 9 Latitude: 41°N Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grfib) 41.4 32.1 Dry bulb(°F) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Hourly Glazing Load 4,5 4,000 3,50 _ 3,000 2,50 2,000 1,50 1,00 50 0 8 9 10 11 12 13 14 15 16 17 18 19 20 H.,.roay Ibay l Awayv /Am Wd Maximum hourly glazing load exceeds average by.80.9%. Zone does not have adequate exposure diversity(AED), based on AED limit of 30%. . AED excursion: 1224 Btuh (PFG-1.3*AFG) . - wrighitsoft 2022-Sep-0614.38A7 �-. Right-Suite@Universaf 2022 22.0.03 RSU26095 Page l �ck P:WYBTG WORKFLO M925 Bay We1325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S AED Assessment Job: 3071 raw Ntki ssu'r{oars.,; l{ QDa�te: Jul 18,2022 . � Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Erriail:Tom@nybtg.comV%b:~."TG.com Project Information For: 325 BayAvenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)27M093 Email:margot@isaac-rae.com Design Conditions Location: Indoor. Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grflb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Diversity Hourly Glazing Load 12,00 11,00 10,00 9,00 B.00 `a 9 7,00 6,00 5,00 4,00 3,00 2,00 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hour of Day HmH f Arraga /AW d Maximum hourly glazing load exceeds average by 12.7%t,. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh .wnightso [ 2022-Sep-061438:47 Right-Suit.@Universa1202222.0.03 RSU26095 Page J v P WYBTG WORKFLOWG25 BayAfe1325 Bay_Wenue.rup Calc=MA Front Door faces:S AED Assessment .Date: JulJul 18,2022 rtH�r itrra � In�ary°'��, Date: =arnt EX. 2nd %r Tom Baccarella New York Building Technology Group 159 Rt 26A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Eniail:Tom@nybtg.mmMb:www.NYBTG.com Project • • For., 325 BayAvenue-East.Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaac-rae.com Design Conditions Location: Indoor: Heating Cooling .. Brookhaven,NY,US Indoor temperature(°F) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for • - • Exposure Diversity Hourly Glazing Load 8,000 , 7,000 6,00 a 5,000 m_ 4,000 u 3,000 2,0 f,00 0 a 9 10 11 12 13 14 15 16 17 16 19 20 �r of oay !Ih.y !Rwap /AEDLN Maximum hourly glazing load exceeds average by 21.0%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh ' -WPiighYsO1F 2022-Sep-0614:38:47 Right-Suite®Universal 2022 22.0.03 RSU26095 Page 3 ACM P..mTGWORKFLOW325BayAjM325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S AED Assessment Job: 3071 ff„w xarx avi g u;; Date: Jul 18,2022 New lsf By: Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Eniail:Tom@nybtg.comVWb:wvm.NYBTG.com Project • • For: 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Design Conditions Location: Indoor: Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grflb) 41 A 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate ExposureDiversity Hourly Glazing Load 7,0 6.00 5,00 ;3 m 4,00 i 3,00 2,000 1,00 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Hourof0ay Ar-W /AMID Maximum hourly glazing load exceeds average by 14.6%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrightS0f � 2022-Sep-0614:38:47 RightSuite@ Universal 202222.0.03RSU26095 Page4 fl<+ t PWYBTG WORK FLOW1325Bayfve1325_Bay_Avenue.rup Cale=NW8 Front Door faces:S AED Assessment Job: Jul 1 Date: Jul 8,zozz New2nd By. Tom Baccarella tot< New York Building Technology Group 159 Rt 26A Building 1 Suite B,Miller Place,W1 1764 Phone;631-495-0289 Email:Tom@nybtg.comftb:%wm.NBTG.com Project • • For: 325 BayAvenue-East Marion,NY,Isaao-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Design Conditions, Location: Indoor. Heating Cooling Brookhaven,NY,US Indoor temperature(OF) 68 75 Elevation: 82 ft Design TD(OF) 52 9 Latitude: 41 ON Relative humidity(%) 50 50 Outdoor: Heating Cooling Moisture difference(grAb) 41.4 32.1 Dry bulb(OF) 16 84 Infiltration: Daily range(OF) - 15 ( L ) Wet bulb(OF) - 72 Wind speed(mph) 15.0 7.5 Test for Adequate Exposure Diversity Hourly Glazing Load s,000 ' a,0o 7,00 6,000 6.000 4,000 3,000 2,000 1,000 0 8 9 10 11 12 13 14 15 16 17 18 19 20 Moor of Day Noub /Ar-agv /AEOIenM1 Maximum hourly glazing load exceeds average by 12.1%. Zone has adequate exposure diversity(AED), based on AED limit of 30%. AED excursion: 0 Btuh wrigh- tsoft, 2022-Sep-0614:38:47 Right SuiteBUniversal 2022 22.0.03 RSU26095 Page 5 _ 9 .M P..mTGwoRKFLow,325 Bay XM325 Bay_Avenue.rup Calc=MJ8 Front Door faces:S Right-M Worksheet Job: 3071 x'uy:raise not Date.• Jul 18,2022 Basement BY• Tom Baccarelia New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Wab:www.NYBTG.com 1 Room name Basement Ex Basement 2 E)qxrsedwall 199.0 ft 91.3 It 3 Room height 8.0 It d 8.0 ft heaVcool 4 Room dimensions 1.0 x 853.1 ft 5 Room area 1670.5 fP 853.1 ft Ty Construction U-value Or HTM Area (ft2) Load Area (fF) Load number (BIJA -fl (Btuh4F) or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cod Gross NIPIS Heat Cool 6 12F Osw, 0065 n v , 000 0:00 0 0 r 0 0 0 0 0 0, NYBTG Detautt 0 350 n 0!10 0.00 A 0 0 0 `t 0 0 0 0 NYBTGDefault 0350 n 0.00 0.00 f 0 0 0 0 ' r 0 Q 0 0 NYBTGDefault 0 350 n _ 0'.00 0 s :0 0 ? 0; 11 N.YBT"GDefault, k ;0;350 .n.>; ..., :0..00:.. 0 v0 W 15B13.0wo6 0.093 n 316 0.13 298 298 943 38 0 0 0 0 W _12F OsN 0.065 rle, 0.00 0.00 0 0 0 0 r 0 0 0 0. L=C NYBT.GDefauff 0350 ne;: ?0.00 0.00. 0, ..` . .0 0 0 .,.,:; , ,0 .. .,0 0 0 V�! 12F-Osw 0.065 a 0.00 0.00 0 0 0 0 0 0 0 0 I--G NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 �G NYBTG Default 0.350 e„ 0.00 0.00 0 0 0 0 0. 0 0 0 O:03 ,.e; a.316 .,_.,_.0.13 498 .,._w498 1576 .s. <.63. 286:' ,.. 3286 905 ^36 W, 12F-Osw 0.065 se 0.W 0.000 0 0 0 0 0 0 0 I--G NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12F-Osw r 0065 s 0.00 .,. 0.00 0' :: 0 0 0 0 _ 0 . . O " !)`6 NYBTGOefault. ,. U:350 a; 0.00 0:00 0 0. 0.. .,' „ ,0 .. 0 0 0 t15B13-Owo-6 0.093 s 3.08 0.10 298 284 873 28 220 220 696 28 -G NYBTG Default 0.350 s 18.31 17.96 14 0 264 259 0 0 0 0 12F Osw r +0:065+aAr; 0 04 0:00 i 0 0 0 , 0 0 0 0 :0 N'BM&e�uft ;0350 .,sw .r< 0 0,00 0 .0 12F-Osw 0.065 w 0.00 0.00 0 0 0 0 0 ' 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 U�!, 15613-0wo6 0;093 w 290 s 0.08 498 431 1249, 36 i 224 224 709 29 1--C MUG De 0;350 w 1831 3%21 43 t 0 \ F 791 r 1564 a 0 0 0 0 1--G, NYBTG Default 0350 24 �k19 0 C 16B-30ad 6.(32 167. 149 100 100 168 150 44 44 74 66 C 188 30w `:. 0:034 0;00. 0.00 .. : .,_;,:'0.. 0 0 _h' 0 ;'. 0 `9 _ F 20P 30w 0.035 0 00 0.00 0 0 0 0 .> 0 0 0 0 tF. 21A 28t ! ,.'s0:022 1.15 ...,a.Q,00 >r r1671 . :1671'...,, -1922 ,`.>:'. _0__ . "853 853., . .:.982 Q F 22B-5wP m 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 F 51�'= R 6 c)AED excursion 1224 0 Envelope lossigain =5 4234 3365 159 12 a) Infiltration 368 28 169 13 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 3 690 0 0 Applianossrother 4755 1500 Subtotal(lines6 to 13) 8592 9707 3534 1671 Less exlemalload 0 0 0 0 Lesstramler 0 0 0 0 Redistribution 0 '1 0 0 14 Subtotal 8592 9707 3534 1671 15 Ductfoads 10% 2% 821 201 10% 2% 338 35 Total room load 9414 9907 3871 1706 Air required(din) I I 400 400 1 1641 69 Calculations approved byACCA to meet all requirements of Manual J M Ed. "i-lF wri+g 2022Sep-0614:38A7 Rght-Suite(D Universal 2022 22.0.03 RSU26095 Page 1 P:WYBTGWORKFLOW\325BayA/e1325_Bay_Avanue.rup Calc=W8 FronlDoorfaces:S , ;. Right-M Worksheet Job: Jul 1 1�4 '` Basement Date: u18,2022 New York Building Technology Group By. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.eom V1kb:www.NYBTG.com 1 Room name Bed 5 Bath 3 2 Exposed wall 32.5 ft 19.5 ft 3 Room height 8.0 It heaV000l 8.0 ft heaftol 4 Room dimensions 1.0 x 244.3 ft 10.3 x 9.3 ft 5 Room area 244.3 ft 94.8 T Ty Construction U-value Or HTM Area (ftq Load Area (fF) Load number (Btuh/flz-'F) (Btuhkt or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N1P/S Heat Cool Gross NIP/S Heat Cool 6 112FOsw Q065 n ` OOU 0,00 0 0 0 0 0 0 0 c0 NYBTGDefault 0.350 n ' 0.00 , „ O.W 0 0 0 0 10 0 =O 't) NYBTG Defatdt ,4 0 350 n 0 00 0 00 0 0 0 F s 0 0 0 0 U NYBTGDefault Q3W n % 000 000 a 0` 0 0 0 0 _ 0 0 0 0 W 15B13-Owo6 0.093 n 316 013 150 150 475 19 82 82 259 10 12F ne 0.00. 0:00 0 0 0 x 0 0 0 0 `0 NYBTG Detauit, 0350 no. v .-0.00, .rt,0:00 0, 0,, 0 ,,,.x „0. ,:' . _ 0„ ,. r,.;0 0 U)I 12F-Osw 0.065 a 0.00 0.00 0 0 0 0 0 0 0 0 11�-G NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 a 0.00. 0.00 0 0 0 0 0 0 0 0 IN„,...;15613 tMioFi ..t. . . 0.093 _.e.' „r'.:3.16. 0:13 ._k.. :0 =.0. 0. .. .0,. 74 ' ,,,.•;74 234 ;"9 V)/ 12F-Osw 0.065 se 0.00 0.00 0 0 0 0 0 0 0 0 I-C NYBTG Default 0,350 se 0.00 0.00 0 0 0 0 0 0 0 0 12F , q_O65 $ " O.W 0.00 4 O 'x 0 O O O , U O 0 NYBT,G Default ..,Y, 0 w,0a....0 1/� 15B13-Owo-6 0.093 s 3.08 0.10 0 0 0 0 0 0 0 0 1-G NYBTG Default 0.350 s 18.31 17.96 0 0 0 0 0 0 0 0 12F Osw_,` r t1065 sw; 0.06 0 00 z '0 0 0 0 0 = 0 0 A ;NYBT.G Default.. . :, M.x..;0.350 =sw; ,. , D.OQ 0.00 0. 0 0 0 �l 12F-Osw 0.065 w 0.00 0.00 0 0 _.:..... ,0 0 0 0. 00 .0 F-G NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 �--G NYBTG Default 0.3W w 0.00 0.00 0 0 0 0 0 0 0 0 15613-0wG$ 0093 w' 290 00$ 110 81 208 O 0 0 1NYBTGDefault 0350 w: 1831' 3621; 29 sO 527 1043 0 0 O s. 0 NYBTGDetautt,•t s _ k? ,0350 W.; _ ,1$$1, ,y:36.21' 9 t, '.,"..' O ,.._. 0 C 16B-30ad 0.032 167 149 0 0 0 0 0 0 0 O 18B 30w..' 0.034 . O.OQ 0.00 '�.:U .,.. 0. 0 0 ._ ...e,.0 . . .. 0 F 20P 30w 0.035 0.00 0.00 0 0 0 0 0 0 0 0 O.00 ,._-. 244 .'.." ;244 281 0" 95 95 F 22B-5wpm 0449 OW 000 0 0 0 0 0 0 0 0 „ ,a;.. ,._r ...r. .. .,1. ...k... x, rN.',. t ., is,,l;.; ,Y •:} <� t}::., .,,.... . +,� ,..t;, •.a., } t z. 1 - 6 c)AED excursion 576 0- Envelope loss(gain 1491 1638 603 20 12 a) Infiltration 60 5 36 3 b) Roam ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesrother 1732 0 Subtotal(lines6 to 13) 1551 3374 639 23 Lessextemalload 0 0 •0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1551 3374 639 23 15 Dudloads 10% 2% 148 70 10% 2% 61 0 Total room load 1699 3444 700 23 Air required(rim) 72 139 30 1 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. w}rigtlti#sofC" 2022-Sep-0614.38,47 Y Right SuiteO Universal 2022 22.0.03 RSU26095 Paget s4CGA P,.MTGWORKFLOW1325BayAe1325_Bay_Avenue.rup Calc=NUB FrontDoorfaces:S Right-J@ Worksheet Job: 3071 ' Basement Nfb: Jul 18,2022 BY New York Building Technology Group Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtlq.com Web:www.NYBTG.com 1 Room name Foyer B Stairs 2 E)posed wall 22.8 ft 16.0 ft 3 Room height 8.0 ft heat/000l 8.0 ft heat/cool 4 Room dimensions 1.0 x 305.1 ft 1.0 x 102.5 It 5 Room area 305.1 ftx 102.5 ft Ty Construction U-value Or HTM Area (ftz) Load Area (ft) Load number (BtuhflP-'F) (BWtUR') or perimeter (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 %12F Osw ,' 0065 n 000' 0.00 0 0 0 0 r 0 0 b 0 NYBTG Default 0 350 n 0 00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0 350 n 0 00 0.00 0 ,0 f 0 0 F 0 t; NYBTGDefault O'350 n 000: O.OQ ti A 0 0 0 11 N.YBT G Default . .-O.OQ: 0.00„ ,,. .`,. 0 0 .a .`.,u s 0 0` r 0: _, t, .Q 0 k 0 s . W 15B130wo8 0.093 n 3,16 0.13 0 0 0 0 66 66 209 8 12F Osw 0350 0 NY BTGDefault.c,._.- .,..,7., 12F-Osw 0.065 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG,Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 1IV 15B1.3Owc6 ,`0:093 ,e „3.16 .,;0.13 138 ,. . 138 A^ 0 -0 W 12F-Osnr 0.065 Be 0.00 0.00 0 0 ' 'F 0 0 0 0 0 0 L-G NYBTG Defauft 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 G12F Osw 0065 s`'` 000 0:00 0 A40 0 0 'NYBTGDefault 0350..,s, O.OQ , ,`.O.00 ' p L'..Q .t•.e.}' .✓Q _ ,Q ..'1 Qr •.,l.vQ .1. ,..r:Q 'Y Q V�J 15B13.Owo•6 0.093 s 3.08 0.10 0 0 0 0 0 0 0 0 L-C NYBTG Default 0.350 s 18.31 1796 0 0 0 0 0 0 0 0 VI! 12F Osw 0,065 sw `. OOp 6,40 i--G NYBTG D614( ' _..0i350 sw. 12F-Os6v 0.065 w 0.00 0.00 f 0 0 0 0 0 0 0 0 F-G NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 II---GG NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 15B13 OwGS 0 093 wt 2 90: OA8 44' 20 22 0 62 62 196 NYBTG De%A f 0 350 w 1831' 3621 ` 0 0 0 0 ,NYBTGDetault. 0350 w , . 1831s 3621 . . ,•24 , , 0 0 „0 0 •. p C 1615-30ad _ 0.032 167 4149 56 56 94 84 0 0 0 0 ,C ,186,30W, '" '.,>.4..>. :0.034 .,•. _ .000. O,aO ` , �:;0 , .. _.. 0 0 0 "�; .0 :': .. _;'0. . �, , aO ;; F 2OP-30w 0.035 0.00 F, '` 0.00 ,•30 ,'.305 ., u"ti51 0 103 :c .. .a103 1T$ f„ F 22B-5wpm 0.449 - 000 000 0 0 0 0 0 0 0 0 '. , JI . f'. ..,n,. t, i Z. ��. 1 ,.M .. f:3 �',.• 't•. 1 6 c)AED excursion 481 0 Envelope lossrgain 1344 1454 523 16 12 a) Infiltration 42 3 30 2 b) Room ventilation 0 0 0 0 13 internal gains: Occupants@ 230 3 690 0 0 Appliancesrother 682 0 Subtotal(lines6 to 13) 1387 2829 553 19 LesseAemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 1387 2829 553 19 15 Ductloads 10% 2% 133 59 10% 21/6 53 0 --T 1 1 Total room load 1519 2887 605 19 Air required(cfm) 65 117 1 1 26 1 Calculations approved byACCA to meet all'reauirements of Manual J 8th Ed. 4j'-'Wright' - 2022-Sep-0614:38A7 *•M��- «- RightSuite®Universal 202222.0.03RSU26095 Page P.MTGWORKFLOWG25BayAfel325_Bay_Avenue.rup Calc=MJ8 FrontDoorfacesS Right-J®Worksheet Job: 3071 Date: Jul8 Basement '2022 New York Building Technology.Group New Baccarella 159 Rt 25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495.0289 Eniail:Tom@nybtg.comWab:www.NYBTG.com 1 Room name Laundry 2 Exposed wall 17.0 ft 3 Room height 8.0 ft heaftol 4 Room dimensions 9.8 x 7.3 ft 5 Room area 70.7 f 2 Ty Construction U-value Or HTM Area Load Area Load number (Etuh/Re-'F) (Btuml?) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 0 6io 12F-Osw _ r 0065 n 000kj Lielau . 000 0 ' 0 0 NYBTGDefault 0350 n`` 0.00 000 ,c 0 r. 0 NYBTG Default 0350 n 0.00 0.00`, `, 0 a 0 0 0 a 11 -NYBTGDelautt 1... _ 0 350 n ; , ,,;0.00 0.00`_,. . 0 UPI 316 013 0 0 0 0 t-C rvNYBTG Default„ 0 350,,ne. 0'00 0 00 0 0 0 x 0Yz 12F Osw : 0 065 ne' 60M VfJ REM- 12F-Osw 0.065 a 0.00 0.00 0 l 0 „~ 0 0 �; GG' NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 NYBTG Default 0350 a 0.00 0.00 0 0 0 0 4W w15B13Owo6 �r 0093 e,;' 0. . ;< Q 0 12F-Osnr 0.065 se 0.00 0.00 0 0 0 < 0 NYBTG Default 0.350 se 0.00 0.00 0 O 0 0 12Fosw.,,,: 0065 s 000: 0.00 0 0 �0 0 YBTG•Default.. +. S wt 0.350 .`s`. : 0:00 0.00 0 . 0 0 V1/ 15813.Owofi 0.093 s 3.08 0.10 78 64 4 177 0 t-G NYBTG Default 0.350 s 18.31 17.96 14 0 264 259 12F Qsw 0065 sw"' 0.00; c 0'00 0 p 'NYBTG Default',. 0 350 sw;: ..,,0.00 ,0.00 „0 12F-Osw 0.065 w 0.00 0.00 p .OQ 00 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTGDefault 0.350 w 0.00 0.00 0 0 0 0 15B13 Owc& 0 093 w 2 90. 0 08 58 44 '113 ? 0 NYBTG Default . 0350 w 1831' 3624 14 0 264 521 s NYBTG Default.. ..:: 0350 0 C 168-30ad 0.032 1.67 149 0 0 0 0 C 1$B 30w..': 0.034 , 0.00 0.00 .0 F 20P 30w 0 W5 0.00 0.00 0 0 0 0 21A28t...a .. '., 4022 .1.15_.,., 0.00 a! 71 x t 71 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 : , 6 c)AED excursion 167 Envelopeloss/gain 899 948 12 a) hfiltration 31 2 b) Room ventilation 0 0 13 Internal galm Occupants@ 230 0 0 Appliancestother 841 Subtotal Qines 6 to 13) 930 1791 Lessexlemallcad - 0 0 Lesstransfer 0 0 Redistribution 0 0 14 SubtDW 930 1791 15 Ductloads 10% 2%1 89 37 Total room load 1019 1828 Air required(clm) 431 74 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. `f`I'F' --.1 tsottLw 2022-Sep-0614,38.47 .� �. tight-Suite@ Universal 2022 22.0.03 RSU26095 Page �f'`P:WYBTGWORKFLOWG25BayAre1325_Bay_Avenue.rup Calc=MJB FrontDoorfacex S YRight-M Worksheet Job: 3071 :-,v rc fi ss xu Date: Jul 18,2022 Ex' 1st By. Tom Baccarella New York Building Technology Group i 159 Rt25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comWab:www.NYBTG.com 1 Room name Ex 1st Mud4iall 2 Exposed wail 1342 ft 49.3 ft 3 Room height 9.0 It d 9.0 ft heaU000l 4 Room dimensions 1.0 x 341A It 5 Room area 10302 W 341A ft Ty Construction U-value Or HTM Area (ft2) Load Area (W) toad number (BtuhffP-`F) (Btuh" or perimeter (it) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/PIS Heat Cod Gross N/P/S Heat Cool 6 ;. 12F Osw, i' 0065 n„i 3A0' 078 f 167 132 449 1108 167 :� 13.2449 f03 IVYBTGDetault 0350 n 0.00 0.00 0 0 0 0 0 0 0 0 NYBTGOe�anit 050 n 1831 999 12 0 225 123 12 0 225 T23' NYBTG'Default ' 0.350 n, 000 0.00 D r O l 0 0 0 0 0 '..0 11 ' NYBTGDefauft.. ._ ,. 0,350 ..n,.: r„1831 R, 9.99 , 22_Fj _ .; 0 ,,* ..:_406 , 222 22 , :;0 W 15B13.Owa6 0.093 n -0.00 0.00 0 0 0 0 0 0 0 0 12F OsN' ' 0065 ne; 340 0:713 38 22 75 17 0 ': 0 D 0 s `tJYBTGDefault,._ ._ _ r,,.0350,.ne: 18.31- . .24.87 13246 Q 0 ILI1217-Osnr 0.065 a 3.40 0.78 331 227 771 177 153 90 T 307 71 NYBTG Default 0.350 a 18.31 3621 49 0 892 1765 49 0 892 1165 NYBTG Default 0350 a 1831 3621, 55 0 1010 1999 14 0 2M 500 1N 15613Owo£, ;J0093' e. ,.rt,0.00 ,,0.00 n„;0 .+.0 ,;;t.,0. 0 •,.,`: `. 0 U . „ _„?0 :.'0 t12F-Osvv 0.065 se 3.40 0.78 75 48 164 38 0 0 0 0 —G NYBTG Default 0.350 se 18.31 3103 27 0 498 844 0 0 0 „0 G 12F 0.065 5 340 0'78 191 150 509 117 r ' 0 0 0 0; .tJYBTGD'efauft t _ ::r ts0350 s...; ,...18.31 . 17:96 .. .x41-, __ 0 758 "0, ... ,`;._Q V!/ 156130wo•6 0.093 s 0.00 ODD 0 0 0 0 0 0 0 0 t—C NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 W a ' 12F OsN -^ 0.065 sW 340; O:ZB 38 (24 82 19 L—C NYBTGD"efauR{, 0350 .,sw '.,...1831, 3,103,. .. ...:14 0 260 ., h440 ,: ,s „ 0,N.,,.. ,0 12F-Osw 0.065 w 3.40 0!78 371 298 1013 232 124 63 213 49 NYBTG Default 0.350 w 18.31 3621 49 0 892 1765 49 0 892 1765 NYBTG Default 0.350 w 18.31 3621 25 0 449 888 12 0 225 444 15B130wo6 0093 f w 0"00' 0 0 0 0 0 ' O F 0 0 ;•0 NYBTG Default 0 350 w 0.00 O QD ' 0 D y 0 0 0 0 0 0 NYBTG Default a C 168-30ad 0.032 - 1.67 149 35 35 58 52 0 _ 0 0 0 C ;186 30w Oi034 `.,. 9:00 ,0:00 :(0 0 0 0 0, 0 • _.?. '0 `s0. F 20P-30w 0.035 0.00 000 0 0 0 0 0 0 0 0 F 6022., , h' , 0.00. _ _0;00 ...,' 0 ,, n`° 0.__ Q ,, _.0,a 0 ,i 0 . . • 0 ^ 0 F 22B-5wpm OA49 - 2348 000 69 8 196 0 0 0 0 0 V 'I 6 c)AED emersion 0 -141 Envelope loss/gain 8954 9879 3862 4900 12 a) Infiltration 1469 112 546 41 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 3 690 0 0 Applianoeslbther 31051 341 Subtotal(lines6 to 13) 10443 13786 4408 5282 Less external load 0 0 0 0 tesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 10443 13786 4408 5282 15 Ductloads 7%1 1% 7341 191 7% 1%1 310 73 Total room load 11177 13977 4718 5356 Air required(dm) 600 600 1 253 230 I Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. wrPgi�tso t^. 2022Sep-0614:38:47 RightSuite®Universal 202222.0.03RSU26095 Pages P:UVYBTGWORKFLOW025 Bay Are1325_Bay_Avenue.rup Calc=W8 Front Door faces:S 71 eel y uZ"i �, ;x. Right-J®Worksheet Job; 30 18,2022 EX. Is1' New York Building Technology Group BY Tom Baccarella 159 Rt 26A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.00mWab:www.NYBTG.com 1 Room name Powder Hall 2 E)posed wall 6.8 ft 28.3 it 3 Room height 9.0 It heat/000l 9.0 It heaV000l 4 Room dimensions 7.5 x 6.8 It 1.0 x 217.5 It 5 Room area 50.6 ftz 217.5 fe Ty Construction U-value or HTM Area (fF) Load Area (fe) Load number (Btuhffe-'F) or perimeter (it) (Btuh) or perimeter (it) (Btuh) Heat Cool Gross N/PIS Heat Cool Gross N/P/S Heat Cool 6 12F OSw 0.065 na;; 340: 078, O 0 ` 0 r,: 0 0 0 0 0 NYBTGDefau@ ,T' 0350 n O.QO 0.00 0 0 0 0 0 i 0 0 0 NYBTGOefauft / ;0350 n 1831 9.99 0 0 0 r 0 0 c+• 0 '0, ` 0 NYBTGDetaul( 0350 n' k 0.00 0; 0 0 0 0 0 0 0 0 11 i, NYBT GDefauR ..! 0350 ,. .18.37 9.99 0 - a 0,'r:; W 15B13-0wo-6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw `< 0065 ne 340 0.7f3 0 0 0 0 0 0 0 0 NYBTG Default 0,350 0 0 ,F.. 0 O;a 0 0. V�J 12F-Osw 0.065 a 3.40 0.78 0 0 0 0 0 0 0 0 l-G NYBTG Default 0.350 a 18.31 3621 0 0 0 0 0 0 0 0 G NYBTG Default 0350 e.__ 11331 3621 0 0 0 0 0 0 0 0 W ... . 15613:owofi. 0093 12F-0sv 0.065 se 3.40 0.78 0 0 0 0 0 0 0 0 t-G NYBTG Default 0.350 se. 18.31 31.03 0 0 0 0 0 0 0 0 '12F Osw F s„t 10065 s 340. 0.78 0 r0 0 0 t 117 103 351 `80 NYBTG Default,,r,. 0 350 s,-; ._.18.31'_. ,17.96 :O 0 .. , 0 . ..: 0>," ....14 0 .....,. 253 _.... .2.48, 15B13-0wo•6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 t-G NYBTG Default 0.3W s 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw, ": , 0.065 sw% 340 078 0 " 0 0 E: °s 0 0 i 0 0 0 ...0:350 .sw; 18.31, . . 0.03 0 k 0 ;,...,0 1217-0sw 0.065 w 3.40 0.78 61 61 207 47 137 125 425 97 NYBTG Default 0.350 w 18.31 3621 0 0 . 0 0 0 0 0 0 NYBTG Default 0.350 w 18.31 3621 0 0 0 0 12 0 225 444 15613OwrB 0093 w 000, 000' 0 0 0 V}1-G NYBTGDeTautt 0350 w : 000 �000 0 0 0 0 0 0 D b' 0 0 C 16&30ad 0032 167 149 0 0 0 0 0 0 0 0 C' 18&30w '. ',' ..,., ,U,034 ;._0:00 _. ,t0:00 „0 0 0._.. 0 0 F 20P 30w 0.035 0.00 0,00 0 0 0 0 0., 0 0 0 :0.022 .. _ ,,_.,.#0:00 _ 000 0 0.. r.__ ,0 #3 0 ,: 0 0 F 22B-5wp.m. 0.449 23.48 0.00 0 0 0 0 0 0 0 0 C,d ✓- rc > � r J 6 c)AED exoursion -1 85 Envelopeloss/gain 207 46 1253 955 12 a) Infiltration 75 6 313 24 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0, 0 0 Applianoestother 0 682 Subtotal 0ines6 to 13) 281 52 1566 1661 Lessextemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 281 52 1566 1661 15 DUdloads 7% 1% 20 1 7% 1% 110 23 Total room load 301 52 1676 1684 Nr required(clm) 16 2 90 72 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. Aa- 2022-Sep-0614:38:47 :r w *••N Right-SuiteOUniversal202222.0.03RSU26095 Page -4CCp"P:WYBTGWORKFLOVM25 Bay Are1325_Bay_Avenuexup Calc=MJB Front Door faces:S Right-J@ Worksheet Job: 3071 t' ic a, sssx; Date: Jul 18,2022 ` Ex. 1st BY Tom f3accarella New York Building Technology Group 159 Rt 25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289 Email:Tom@nybtg.com Web:www.NYBTG.com 1 Room name Living Dining 2 Exposed wall 33.6 ft 153 ft 3 Room height 9.0 ft heat/cool 9.0 ft heat/cool 4 Room dimensions 1.0 x 197.3 ft 1.0 x 223A it 5 Room area 197.3 its 223.4 fe Ty Construction U-value Or HTM Area (ft) Load Area (fly) Load number (BtuhflR-'F) (Btuh" or perimeter (ft) (Bluh) or perimeter (it) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 12F Osw 0065 n: 340 078 -NY Default 0 350 n 000: 000 0 0 0 r 0 0 0 0 0 NYBTGOefault 0:350 n 1831 9.99 0 0' 0 0 Q 0 0; NYBTGDefault 0;350 n : I 0:00' 0.00 0 0 0., 0 11 NYBT,GDefault, 0:350 n. .,. 1831; v;9.99, _, '0 0,.4;; 0 f.,., .,,-0 ..`:,Y ...0, 0 ..._.?0 w 15B13-0wo6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw U:065 ne 340, "75 W 0,.,,;. 13 0 2 L=t fauR, „0.350 .,ne,- 18.3.1; 24.8T 46 NYBTGDe rG334: V�J 12F-0sw 0.065 a 3.40 0.78 101 87 297 68 77 49 166 38 =G NYBTG Default 0.350 a 18.31 3621 0 0 0 0 0 0 0 0 I-G NYBTG Default ;0.350 e„ 1831. 3621. 14 0 253 500 28 0 505 999 W 15813Owc6 " 0:093 ..,..0.00 r,..,0.00 _._. . ,.0 , .,. 0 .,,. . .,,0..._w' 0 12F-0s6v 0.065 se 3.40 0.78 40 26 88 20 36 22 75 17 t-G NYBTG De(auft 0.350 se 18.31 3103 14 0 253 428 13 0 246 418 ' Wj 12F Osw s;; U:085 s ^ 340' 078 74 47 159 NYBT.GDefeuk , 0!350 _.s, a ,..18.31"r .._.17:96+4,,x_ ._28 , 0 ✓, i 505 496.. i, 0 :0 ,._, .,. 0, Q t15B13-0wo6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 -C NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 2F Osw '? 0:065 sW;' 340 0.78 38 t 24 82 x 19 `,i 0 0 0 .0 NYBTGDefauk ,. x, ,6:350 ,sW �i`,,1831` 3,1,03,. 14, „¢ 0 , ,` ,260, 440 �1 12F-0sw 0.065 w 3.40 0.78 50 .50 168 39 0 0 0 0 F-( NYBTG Default 0.350 w 18.31 3621 0 0 0 0 0 0 0 0 �G NYBTG Default 0.350 w 18.31 3621 0 0 0 0 0 0 0 0 31 15813-0wc6 0,093 w 0 00 0OU K'"0 0 0 0 ' ,k 0 0 0 0 NYBTG Default 0.350 W 0 00 000 0' 0 ry 0 1 0 0 i t 0 p NYB7G DefayR„`,, 0:350 `w` s. 0 00; 0 00 0 0 0 f 0,s,, 0 :ss .Q x. 0 C 1613-30ad 0.032 167 1.49 0 0 0 0 35 35 58 52 0.034 000 .:.,. 0 ;`,0 .'. ,._ 0 .k., . . 0 f=. 0 : . ._,0 `0 ,.... 0. F 20P-30w 0.035 000 0.00 0 0 0 0 0 0 0 0 21/k28t.' 0:022 000 , 0 Q ' ,.. 0 .•y '0 Q O:OQ 0 F 22B-5w m 0.449 2348 000 34 p 6 136 0 35 3 60 0 .... .,,♦ ,. A ..1.7 � , .. v. , ,.e. . ".i. 1.� i .. ( .. . n„ , � Y, s,Y.} a7 X f b>. a, t ,'+'i r ` f`I �.•.h 6 c)AED excursion -108 165 Envelope loss(gain 2201 1938 1432 2040 12 a) Infiltration 373 28 182 14 b) Room ventilation 0 0 0 0 13 Internal gains. Occupants@ 230 3 690 0 0 Appliancestother 1400 682 Subtotal(lines 6 to 13) 2574 4056 1614 2735 Lessakernalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 2574 4056 1614 2735 15 Ductloads 7% I% 181 56 7% 1% 113 38 Total room load 2755 4112 1727 2773 Air required(dm) 1 1 148 177 93 119 Calculations approved bvACCA to meet all requirements of Manual J 8th Ed. vi rrghtso 2022-Sep-0614:38:47 «•.�« �« RightSuite®Universal 2022 22.0.03 RSU26095 Page 7 Aft,P.WYBTGWORKFLOVM25 Bay Ae%325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S Right-M Worksheet yob: 3071 Ex. 2nd Date: Jul 18,2022 New York Building Technology Group Tom 13accarella r 159 RE 25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comWab:www.NYBTG.com 1 Room name Ex 2nd Bath 1 2 Exposed wall 119.8 ft 19.8 ft 3 Room height 9.0 It d 9.0 It heaV000l 4 Room dimensions 1.0 x 1202 It 5 Room area 1017.3 f 2 1202 ft' Ty Constrvdion U-value Or HTM Area (ft-) Load Area (�) Load number (Btuh a-fl (Btuh&i (ft)or perimeter (it) (Btuh) or perimeter ) Heat Cool Gross N1PIS Heat Cool Gross NIPIS Heat Cool 6 12F tJsiv n }U:065 n 340: U.7.8 167 753 ,`;519 j 119 74 7d 252 58 NYBTG Default u 0 350 , n 0.00 0 00 0 0 0 0 k 0 0 NYBTGDefautt 0.350 n 18.31' 999 14 + 0 253 138 0 0 0 ,0 ..NYBTG Default 0:350 n;! 0.00, y000 0 0 $ 0 l' t 0 0 ; 11 NYBTG Default 350_. 0 n. 0.00 ._ a)00 . .._.`O 0 0 •,.,,,9 000 000 0 0 0 0 0 0 0 0 NYBTGDefault,r. 0.093 n n000 000 D 0 ,�0 O r 0 0 -0 0 12F Osw,. 0;065 0.3W. ne: . .,,0.00: , -.0.00 0, 0 0 0 D _, 0 0. :�. V)/ 12F Osw 0.065 a 3.40 0.78 322 280 953 219 0 0 0 0 IG NY 0350 a 000 0.00 0 0 0 0 0 0 0 0 G NYBTG Default 0.350 a 18.31 3621 41 0 758 1499 0 0 0 0 0 W 12F OSN 0065 se 340 078 40 25 84 19 0 0 0 0 NYBTG Default 0.350 se 18 31 3103 15 0 275 465 0 0 0 0 12FOsw„'$ tl065 s.' F 340 ` 0'78 " fi9i 131 T 446 102 0 0 0 0 NYBTGDefault, 0350 . s.: ;18.31 -17.96 .f,..,.:60 .. , __:.,0 ...__.::1098 .__;1,.•1077 _,- .. 0 :`.,,.....0 ' ,_.t,„0 < -...`,>.;0. 15B73-Owo-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 T_G NYBTG Default 0350 s 000 000 0 0 0 0 0 0 0 0 VV 2F 0sw''' 0.065 sw,' 3R0; OZt3 38 23 r, 77 18 0 ;0 12F-Osw 6.065 w 3.40 0.78 322 286 971 223 104 91 310 71 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 w 18.31 3621 36 0 660 1305 12 0 225 444 15813-0wc6 O'093 w 000 000 -0 0 °0 0 = 0 U �'0 O NYBTG Default' 0.350 w 000 000 `0 0 ° 0 0 0 0 NYBTGDetault 0; Q 0 0' C 1613-30ad 0.032 167 149 1017 1017 1702 1520 120 120 201 180 r-=0 , 0 0 0 a 0 F 20P 30w 0.035 1.83. 023 72 72 131 17 0 0 0 0 214r28tn z. 0.022 :, 0.00 ;U.00 „ `0• ._ '.;.''0 ...• 0. =t O` : _0.' 0 449 0 00 0 00 0 0 0 0 0 0 0 0 F. 2213 m .. . .,.` tJ., :i , 21: '61 .i.. ai -.s.- ._ .k .1-, ... 6 c)AED excursion 0 184 Envelopetoss/gain 8210 7200 : 988 937 12 a) Infiltration 1329 TO 219 16 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianceslother 1 3491 0 Subtotal Qines6 to 13) 9539 10791 '1207 954 Less a temal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtoal 9539 10791 1207 954 15 Ductloads 80/0 2%1 746 194 80% 2% 94 17 Total room load 10284 10985 1301 971 Alr required(cfm) 600 600 76 53 Calculations approved bvACCA to meet all regUirements of Manual J 8th Ed. Arol- wt lghtso r 2022-Sep-0614:38:47 f1 5, Rght-SuitsO Universal 2022 22.0.03 RSU26095 Page 8 P.WYBTGWORKFLOW1325BayAre1325_Bay_Avenue.rup Calc=MJB FrontDoorfaces S Right-M Worksheet Job: 3071 x s' Fe Y s u EX. 211C>( Date: Jul 18,2022 Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Wab:www.N1BTG.com 1 Room name Hallway Bed 2 2 Exposed wall 10.3 ft 23.5 ft 3 Room height 9.0 ft heaVood 9.0 ft heaftol 4 Room dimensions 1.0 x 238.7 ft 1.0 x 137.9 ft 5 Room area 238.7 W 137.9 ft Ty Consirudlon U-value Or HTM Area (frF Load Area (M Load number (BtuW[F-'F) (Blul7w) or perime r (ft) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIPS Heat Cool Gross NIPS Heat Cool 6 12F Osw 0065 ri 340' 0.78 " ', t3 0 ". 0 0 92 78 267 61; NYBTG Oefauit0;350 n 000 O.OU 0 0 0 y 0 0 0 0 0 NYBTGDefault' 0350 n 1831 999 Q 0 0 0 14 0 253 t 138 NYBTGDefault 0:350 n 000 000 0 0, 0 0 r 0 , 0 0'.00 0 W 15B13-0wo8 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 Val" 12F Osw 0,065 ne; 000, 000 0 0 O 0 0 4 x 0 n 0 0' b=C ,NYBTGDefauk , _ ..0350 ,0.00 4 a7 :r0 _ . .._. y! 12F-OsN 0.065 a 3.40 0.78 0 0 0 0 119 105 358 82 I�-GG NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG 500 W .. 15B13OwaFiult 0.350 a zw1tl.Ol) 0 0 m10.. ,> ''U _,h Q _0' W 12F-Osw 0.065 se. 3.40 0.78 0 0 0 0 0 0 0 0 I-G NYBTG Default 0.350 se 18.31 3103 0 0 0 0 0 0 0 0 VF Osw, , aow, S 3A0; r '078 FF o f 0 a r,0 0 i 0 0 J 0 r 0 =,U, r t15B13-0wo6 0.093 s 0.00 0.00 0 0 _0 0 0 0 0 0 -C NY8TG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 l�l 12F Os,n/ „{ 0065 5w 340 6 ;1--t NYBTGDefauk 0 V�! 12F-osw 0.065 w 3.40 0.78 92 .81 275 63 0 0 0 0 I�_G-G NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Defauft 0.350 w 18.31 3621 12 0 211 416 0 0 0 0 NYBTGDefault 0350 Wt �000 �rt0� r �'01 � 0 �� . 0 � " 0..;.x. 0 k 0 15813kTwt3& 0093 w OOU 000 04 S 0 O t O 0 NYBTGDehault„' r 0350. w, O00 O 0 0, 4. C 168 30ad 0.032 1.67 1.49 239 239 399 357 138 138 231 206. C ISB 30W . p,000 F 2OP-30w _y 0.035 1.83 023 0 0 0 0 0 e 0 0 0 0 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 R. .. T >....., .. s: f r, t.. 6 c)AED excursion 145 -106 Envelope lossigain 8B4 981 1361 881 12 a) Infiltration 114 9 260 20 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Applianoesrother 341 1050 Subtotal(lines6 to 13) 998 1331 1622 1950 Lessextemalioad 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 998 1331 1622 1950 15 D ctl ad 1 89/6 2°/a 78 24 8% 2% 127 35' Tonal room load 1076 13% 1748 19M Airrequired(dm) I 1 1 63 74 1021, 108 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 07.W4140 Right Suite®Universa12022 22.0.03 RSU26095 2022Sep•0614 3847 Page 9 ' `P'.,MTG WORKFLOW'325 Bay Ate1325_Bay_Avenue.rup Calc=W8 Front Door faces:S• Right-M Worksheet Job: 3071 i ; "' Date: Jul 18,2022 Ex. 2nd New York Building Technology Group Tom Baccarella 159 Rt 25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Nab:www.NYBTG.com 1 Room name Bath 2 Bed 3 2 E)posed wall 8.5 ft 25.0 It 3 Room height 9.0 It heaYbool 9.0 ft head000l 4 Room dimensions 1.0 x 101.4 it 1.0 x 166.6 It 5 Room area 101 A fF 166.6 ft' Ty Construction U-value Or HTM Area Load number (BbhflF-°F) (BtuhAt) or perimeter (it) (Btuh) or perimeter (ft) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross N/P/S Heat Cool 6 12F Osw ",n 0 ,5 0 NYBI G Default s+` r 0 350 ` n`;+ . .0.00 0.00 ' 0 0 0 , 0 0 0 0 L.,O' NYBTG,Default 0,350 n 1831 9:99 i� 0 0 0 ` 0 0 " 0 0 0 YBTG Default 0:350 ri" 0.00 0,00 0 0 t 0 0 0 D 0 ;; 0 N 11 NYBTGDefauit 0.350 . n" 0.00 0.00 0 . ...' w 15B13-0wo 6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw 0:065 ne, 000. 000 ' 0 0 0 0 c 0 0 a `0 0 "NYBTGDefault .. 0360 ..ne 12F . 0 0 2 0 vjJ Nyi?w 0.065 a 340 0.78 77 63 213 49 0 0 0 0 t�_GG NYBTGDefauft 0.350 a 000 0.00 0 0 0 0 0 0 0 0 NYBTGDefault 0.350 a 1831. 3621 14 0 253 500 0 - 0 0 0 0.093 ;0:00 :0 f;10 0 `'._ 0 s 0; .., ...0 {.., 0 :0' 12F Osw 0.065 Sa 3.40 0.78 0 0 0 0 0 0 0 0 NYBTGDefault 0.350 se 1831 31.03 0 0 0 0 0 0 0 0 12FQsw 0;065 s 3A0 ' 078 ``0 0 0 0 99 69 235 '54 0..,: 30 NYBTG Default VN 15B1&Owo-6 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 L-G NYBTG Default 0.350 s 0.00 000 0 0 0 0 0 0 0 0 V�J 12F Osw =` Oi065 sw '340' Q:78 0 0 0 0 0 >7 0 0 0 !--G;NYBTGDefault _._ 0:350 _sv ._. 18.31' _. 31.03 . ,?..,,. .;0. " ,_r,0 _..... 0 0.._. 0 0 112F-Osw 0.065 w 3.40 0.78 0 0 0 0 126 114 387 89 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0350 w 1831 3621 0 0 0 0 12 0 225 444 -L-! G 15813 OwcS 0093 Kb 0 0 0 0 NYBTGDefautt 0350 w: 000' O00 i i, NYBTG Default 0 350 w q 0 00 0.00 0 0 O:OQ' ,., 0.00 1<0 , „'..1010 1700 150 f:r- . 160.„' 160. Z?0 240 F 20P 30w _ 0.035 183 023 0 0 0 0 61 81 111 1O 21A 28t. 0022 0.00. , r,0.00. ;=0 ._ ' 0 "._ 0 _0'..:; . _ 0'; 0 ,, 0 F 22B-5wpm 0449 - 000 000 0 0 0 0 0 0 0 0 6 c)AED exarsion 48 .64 Envelopelosslgain 635 748 1784 1335 12 a) Infiltration 94 7 277 21 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 0 0 0 0 Appliances(other 0 1050 Subtotal(lines 6 to 13) 730 755 2062 2406 Less e)demal load 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 730 755 2062 -2406 15 Ductloads 80/0 2% 57 14 80/6 2% 161 43 Total room load 787 769 2222 2449 Air required(clm) 46 42 130 134 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. q47wr.i,16tsoTtw 2022-Sep-0614:38:47 w Right-SuiteO Universal 2022 22.0.03 RSU26095 Page10 P,.VYBTGWORKFLOW\325BayAret325_Bay_Avenue.rup Calc=MJB Front Door faces:S s14:i<I e'x 65 F tk p Right-J®Worksheet 3 Job: 3071 Ex. 2nd Date: Jul 18,2022 By Tom Baccarella New York Building Technology Group 159 Rt 25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Mb:www.NYBTG.com 1 Room name Bed 4 2 Exposed wall 32.8 it 3 Room height 9.0 ft heatl000l 4 Room dimensions 1.0 x 252.6 it 5 Room area 252.6 ft Ty Constudion U-value Or HTM Area (ft). Load Area Load number (BbhtWF) (BtuhAF) or perimeter (ft) (Btuh) or perimeter Heat Cool Gross NFIS Heat Cod Gross NOS Heat Cool 8 Al2F Osw Ot165 n 34q' y r 0.78 0 q q 0 r NYBTGDefault 0350 n �,000 000 0 0 0 t 0 NYBTGDefault, O'350.4- 1831- F 999 i 0 0 S 0 v 0 j= NYBTGDeFautt 0350 n ; ,000 11 NYBTG Default },, 0:350 .,n.,l ,•0.00 ;U.00 . 0, ,. .. 0 E3.,_. 0 ' . ..4 w 15B13.Owo6 0.093 n 0.00 0.00 0 0 0 0 12FOsw• 0065 ne O.Ot? 000 A 0 ' 0 0 7 - ;NYBTGDefauft,,. _ � ..�x,:0a50 ,,ne,1 s,_0,00 ..,.,,.0.00 , ,„r0•'. ., '..•. 0 r,� . ,.0.. . _„x. ,',.»_ 12F Osw 0.065 a 3.40 0.78 126 112 381 88 NYBTG Default 0.350 a 0.00 0.00 0 0 0 0 NYBTG Default 03M e • 1831 3621 14 0 253 500 VV 1561&Owc6. r'`009$ , e. VOcO i,+ .0 MT9b ,_._: ,A 0;,a: ,,s.r ._ ,. N W 12F Osw 0.065 se 3.40 0.78 40 25 84 19 I-G NYBTG Default 0.350 se 18.31 3103 15 0 275 465 12F OsW .,` r, 0065 s 340, a'078 ' 92 f 62 212 49 .NYBTGDefault . . .,. ':.0350,,.s,.:i, ,._18.31i ., 17:9f ..,_'.,_30 0 549 ,.._ _539.as ? _• t5..». tW 15B13-Owo-6 0,093 s 0.06 0.00 0 0 0 0 t-G NYBTG Default 0.350 s 0 00 0.00 0 0 0 0 12F Osw h a0065 sw 340 078 2 38 23 " : 77 �, 18 .NYBTGDefault __ `•,056`sw': ;,18,31 31.03 , .. , :15 0, 282 478 ,., ,w ILE12F-Osw 0.065 w 3.40 i 0.78 0 0 0 0 NYBTG Default 0.350 w 0.00 0.00 0 0 0 0 NYBTG Default 0.350 w 18.31 3621 0 0 0 0 " ,(5813OwG$ 0;093 w OOU OOU ,r�` 0 NYBTGDefaultf t O'350 W q00' 000 Y .0 >� 0 0 # 0 G NYBTGDetau)t. ,,,, 0350 r W,: 000; , ,r000 0". 0, „ C 168 30ad 0.032 167. 149 253 253 423 377 C ,}•..`'18B 3,Ouv. , i1034 F 20P-30w _ 0.035J. 18. ,, ,?U.OQ 3 023 11 11 20 3 0 .•f r ,.. 0 0.0 ,,,.,...,• 0 , ,,.,:., q O £. . ; Y F 22B-5wpm 0449 000 000 0 0 0 0 1'11 t ..,r .. ,•,,._4 ._,. ..... '`..+.+, ., sr,. .'. ;',' .,. °.. A'i. ,HW,.1 r' k _,,s,,. • .r ._. Mm w dfv Lk 6 c)AED e..-sion 217 Envelope losstgain 2556 2318 12 a) Infiltration 365 27 b) Room ventilation 0 0 13 Internal gains: Oocupants@ 230 0 0 Applianceslother 1050 Subtotal(lines6to 13) 2921 3396 Lessextemalload 0 0 Lesstansrer 0 0 Redistribution 0 0 14 Subtotal, 2921 3396 15 Ductloads a-/.I no 228 61 Total room load 3149 3457 Air required(crm) 184 189 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. 2022-Sep-061438:47 wrigholt WghtSuite®Universal 202222.0.03RSU26095 Page11 ` PANYBTGWORKFLOW025 Bay Are1325_Bay_Avenue.rup Calc=W8 Front Door faces:S Right-M Worksheet Job: 3071 I ; Date: Jul 18,2022 New 1st New York Building Technology Group-New Baccarella 159 Rt25ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Wab:www.NYBTG.com 1 Room name New 1st Ntchen 2 FVosed wall 91.0 ft 91.0 ft 3 Room height 9.0 ft d 9.0 ft heat/000l 4 Room dimensions 29.0 x 21.0 It 5 Room area 609.0 ftz 609.0 fF Ty numb on U-value Or HTM Area Load Area (BOuhffe-°F) (BWh&2) or perimeter (ft) (Bluh) or perimeter (ft) (Btuh) Heat Cool Gross N/P/S Heat Cool Gross N/P/S Heat Cool 6 30' �78 261 11T 398 91 261 ii 398 91 NYBTGDefa[ilt 0350 n 1831 999 00 0 1647, 899 in0 16g7 99rJ NYBTG Default 0350 n 000 000 0 O 0 0 0 0 0 .Q' f�YBTGflefaWt 0350 Q}` 9831; 6.99 54 0 986 378 54 0 988 378' 11 ':., NYBTGDefault ;0350 ,nL ,<0.00 Ooo 0 ., _0. O ....-:` . 0,,,: 0=; , 0 0 ,,. ..,.. ;:0 W 15B13.Owo6 0.093 n 000 000 0 0 0 0 0 0 0 0 12F Osw 0.065 a 340 0.78 189 114 389 89 189 114 389 89 G NYBTG Default 0.350 a 000 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0 350 e, 18.31 3621 75 0 1367 2704 75 0 1367 2704 W 15813 QYrrp6 ',0.093 e;: 0.00 000, ;p> 0 0 .r, 0..,, O,ri y . ...0 r 0 V)/ 12F-09w 0.065 se 0.00 0.00 0 0 0 0 0 0 1 0 0 0 0 0 NYBTG Default 0.350 se 000 000 0 0 0 0 0 ^� 12F 05vV := k 0.065 s' 340 � 07,8 1130 80 612 140 180 ', 18,0 � 612 40 �NYBTG,Default, _0:35d s":' <0.00" -Q.dq41, Vl! 15B7&Owo-6 0.093 s 0.� 0.00 0 0 0 0 0 0 0 0 L.G NYBTG Default 0.350 s 0.00 0.00 0 0 0 0 0 0 0 0 12F Qav O,dsS sw 000: 000 0 0 0 0 0 0 , Ago 0 D` ;NYBI'GDefiautt 0.. 0 ., 0 d V)/ 12F-Ow 0.065 w 3.40 0.78 189 170 h 579 133 189 170 579 133 L GGI, NYBTG Default 0350, w 0.00 0.00 0 0 0 0 0 0 I 0 0 NYBTG Default 0,350 w 18.31 3621 19 0 341 675 19 0 341 675 15B13 OwcS 0093 G NYBTG Default Q 35q w 0.00' 00q 0 D q 2, NYBTGflefault-1. xD 0 0 0 0' C 160-30ad 0.03E 0.00 0.00 0 0 0 0 0 0 0 0 , W 36"Qkmomm MY10404 N= .,,O.QQ ,. . D:00 0 0. ', .,0-- md.. Q. Q Cm,O. „ ... O F 20F9(]w 0 035 0.00 0.00 0 0 0 0 0 0 0 0 OQ22 7, ,i MMOW MOW W.,. 0 `„N 0 fl MMO 4-.'` 0NXWM �mlrz' F 22B-5wpm 0.449 000 000 0 0 0 0 0 0 0 0 F 6 c)AED excursion 0 0 Envelope lossJgain 6321 5109 63211 5109 12 a) Infiltration 1009 76 1009 76 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants @ 230 0 0 0 0 Appliancesrother 3784 3784 Subtotal(lines6to13) 7330 8969 7330 8969 Less extamalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal' 7330 8969 7330 8969 15 Duct oads '8% 2% 580 151 80 2% 580 151 Total room load 7910 9120 7910 9120 Air required(dm) 600 600 600 600 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. .wR gt►#otL� 2022-Sep•06143847 Right Suite®Universal 2022 22.0.03 RSU26095 Page 12 PWYBTGWORKFLOW1325BayAre1325_Bay_Avenue.rup Calc=WB FrontDoorfaces:S Right-J®Worksheet Jam: 30" +t€r�xr:.� ...ckxk 5•,r Date: Jul 18,2022 New 2nd By. Tom Baccarella New York Building Technology Group 159 R125ABuilding 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Emait:Tom@nybtg.com Wab:www.NYBTG.com 1 Room name New2nd Master Bath 2 Exposed wall 102.0 ft 41.5 ft 3 Room height 10.9 It d 11.1 ft heat/cool 4 Room dimensions 10.8 x 21.0 ft 5 Room area 658.5 ftz 225.8 ft Ty Construction U-value Or HTM Area, (It Load Area (ft) Load number (BtuhAP-°F) (BUInfin or perime�r (ft) (Btuh) or perimeter (ft) (Bluh) Heat Cool Gross NIPIS Heat Cool Gross NINS Heat Cool 6 12F, .00650.78 261 189 693 147 97 82 280 r ''64 NYBTGDetautt 0350 n 000' OOQ 0 0 0 0 0 0 ti 0 ;0 NYBTG�efault 0350 n 183T 999 72 0 1318 719 '4 0 264 k 144' NYBTG O,efaUlt 0350 n 0.00 k 0.00 TM 0 11 ;NYBTGD"efault_ 0:350 .n= _. :0.00;. -;0.00,a,.. 0. , .. 0. }'. . 0 _ ... ,0 ;j _ 0 ;0 r ." 0 W 151313-0wc6 0.093 n 0.00 0.00 0 0 0 0 0 0 0 0 V� 72F Osw a 0.065 ne' 0.00 0.00 0 0 , 0 0 ;; 0 0 0 0 �G;NYBTG,Default._ 0350 ne ..0.00' :fl.00 _ ;00 ",... _..0 0 •. 0 12F-Osvv 0.065 a 3.40 0.78 239 132 449 103 0 0 0 0 �C NYBTG Default 0.350 a 18.31 3621 49 0 892 1765 0 0 0 0 it NYBTG Default 0.350 e, 18.31 362'( 58 0 1054 2086 0 0 0 0 W. .... ;15613 Owofi ;0:093 . ® 0.00 ;0.00 .. .(, 0 0 , V�J 12F-Osw 0.065 se 0.00 ODD 0 0 0 0 0 0 0 0 L-G NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 1�/ 12F Osx 0065 s 3A0; 0:78 180 180 612 140 88 _ 88 298 6 t-'G NYBTG Defauk . _ 0350 s.1 ... D.OQ _ „0:00 0 „ ."w _ 0 0. 0. 0•r� �0. _ v0. . . 0 yJ 15B13-Owo-6 0.093 s 0.00 0.00 0 0 '0 0 0 0 0 0 I-O NYBTG Default 0.3W s 0.00 0.00 0 0 0 0 0 0 0 0 W1�1 12F Osw '` 0:065 sw 0.06 0.000 0 0 0 T: 0 0 0 0 NYBTGDeult .... Y ,0.350 ._sw.;: 0. : ... 0.00 0 0 0 ...', 0 . 0 . . , o _0 . ,.i..'0 V)! 12F-09w 0.065 w 3.40 0.78 .239 '171 582 133 189 170 579 133 L_GG NYBTG Default 0.350 w 18.31 3621 49 0 892 1765 0 0 0 0 NYBTGDefault 0.350 w 18.31 3621 19 0 341 675 19 0 341 675 1S813Owc6 0,093 w 000' OOt1 0 n 0 0 0 0 0 0 c 0 NYBTGDefauft 0350 W 0.00 0.00 0 0 N,YBTG�efault..., 0 +,• . , .0 ;, C 166-30ad 0.032 1.67 1.49 51 51 86' 77 0 0 0 0 C ':18B 30w :{. 4:034 A. .0,57 ..„ 685 &85 .,. ti:1218 ,389 255 v' , .......... +_' A53 145. F 20P-30w 0035 0.00 Opp 0. 0 0 0..;., 10 0 0 0 F •. , •c21A28t F 22B-5wpm 0.449 - 0.00 0.00 0 0 0 0 0 0 0 0 .. ,._. ...-•: _ .. . .:..:as _. .. .. -.,>, ., ,ate -t. _..,.A .. .. -! <:; ,:... .. ..',,. y ,.. . rw 6 c)AED excursion 0 280 Envelope loss/gain 8087 8000 2215 1509 12 a) Infiltration 1131 85 460 35 b) Room ventilation 0 0 0 0 13 Internal gains: Occupants@ 230 2 460 0 0 Appliancesfother 2674 341 Subtotal(lines6 to 13) 9218 112191 2675 1884 Less extemalload 0 0 0 0 Lesstransfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 9218 11219 2675 1884 15 Ductloads 5% 1%a 496 130 5% 1% 145 22 Total room load 9716 11349 2819 1906 Air required(c1m) 460 460 133 77 Calculations approved byACCA to meet all requirements of Manual J 8th Ed. y p�.l` wo-I gp », 2022Sep-0614:38:47 Rght-Suite®Universal 2022 22.0.03 RSU26095 Page 13 i4CCA P:V4YBTG WORKFLOVM25 BayA/025_Bay_Avenue,rup Calc=NU8 Front Door facer:S Right-M Worksheet Job: 3071 '§' r New 2nd Date Jul 18 2022 New York Building Technology Group Ely. Tom Baccarella 159 Rt 25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tam@nybtg.wm Wab:www.N1BTG.com 1 Room name WIC Master Bed 2 Exposed wall 0 ft 60.5 ft 3 Room height 11.1 It heatl000l 10.8 It heaticool 4 Room dimensions 5.5 x 13.8 It 1.0 x 357.1 It 5 Room area 76.6 ft' 357.1 ft Ty Construction U-value Or HTM Area Load Area (ft) Load number (BtuhlfF-°F) (Btuhfin or perimeter (ft) (BWh) or perimeter (tt) (Btuh) Heat Cool Gross NIP/S Heat Cool Gross NIP/S Heat Cool 6 12F-Osvv 0.065 n 340. 0 78 0 ; 0 0 0 164 107 363 83 NYBTG Detautt 0 350 n' 0.00 000 0 0 0 0 0 0 0 'O NYBTGDefault 0.350 n , T 1831: 9,99 0 0 y , 0 0 58 0 1054 575 NYBTG Default 0.350 0 0.00 0.00 0 t 0 0 0 0 0 0 0' NYBTG Default 0 350 n;i _.x,•;0;00 0.00 ,. ..»..0 0 _.:.0 5;0. W 1511313-0wo-6 0093 n 000 000 0 0 0 0 0 0 0 0 12F Osw 0:065 ne' 000 0,00 0 0 0 0 0 0 0 ;U NYBTGDeauB._ :,_0:350 ne;i 0,00; 0:00, 0„ 0 ..`,.,. 0 . . .` 0 _r` 0. ,,.. _<0 'ti0. VLG 12F-Osw 0.065 a 3.40 0.78 0 0 0 0 239 132 449 103 NYBTG Default 0.350 a 18.31 3621 0 0 0 0 49 0 892 1765 NYBTG Default 0.350 a 1831. 3621 0 D 0 0 58 0 1054 2086 =O. C r 0 0 ,_,-t ., 0 a =5,.0 0 x ,,.0 0 12F-Osnr 0.065 se v 0.00 0.00 0 0 0 0 0 0 0 0 NYBTG Default 0.350 se 0.00 0.00 0 0 0 0 0 0 0 0 12F Osw 0:065 s 340 0.78 0 0 0 0 92 u r 92 314 72 NYBTG Default . 0 350 +s i 0.00 0.00 „_ ._ :0 .,. .. .0 ..._x..>_ 0 ,.,,. ,0.. 0 0 _ 0 _ T. lq1 15B13-Owo-66 0.093 s 0.00 0.00 0 0 0 0 0 0 0 0 T-G NYBTGDefauR 0.3W s 0.00 000 0 0 0 0 0 0 0 0 12F Osw :; 0065 sw` 0.00; 0.00 0 ! 0 ,NYBTGlj46At,. ;. ..:0.350 sw 0.00 . . 0'00 0 .. . ,0 _,.. A ... ` .,.KO_4: ..,a..,0 0, 0 n <,0. T= 12F-Osw 0.065 w 3.40 0.78 0 0 0 0 50 1 3 1 NYBTG Default 0.350 w 18.31 3621 0 0 0 0 49 0 892 1765 NYBTG Default 0.350 w 1831 3621 0 0 0 0 0 0 0 0 V+! 16813Owi6 0 0 9 0 v 01 0 0 0. 0 , -0 0 (L---CG NYBTG Default O. w 000 0.00 0 ; 0 0 0 0 NYBTGDefautt 0350 w�' 0000"} 0 _`...,: ..,0 _, 0 C 1613-30ad 0.032 167 1.49 0 0 0 0 51 51 86 T� C r, ;;186.30w ,' _x._.,. ;0.034 17,8 ,. 0.57,` „_;$5 „',,:r 8548 ? .345:' ;345. . fi13 F 20P 30w 0.035 0.00. 000 0 0 XO, 0 0 ,0 0 0. F 21A 28t, ..` 0022,` 0.00' 0:00 F 22B-5wpm 0.449 0.00 0.00 0 0 0 0 0 0 0 0 31 6 e)AED excursion -11 269 Envelopelossrgain 152 37 5721 6454 12 a) Infiltration 0 0 671 50 b) Room ventilation 0 0 0 0 13 Internalgairm Ocaupants@ 230 0 0 2 460 Applianceslother 341 1992 Subtotal(lines6 to 13) 152 378 6391 8957 Less exlemalload 0 0 0 0 Less transfer 0 0 0 0 Redistribution 0 0 0 0 14 Subtotal 152 378 6391 8957 15 Ductloads 50/0 1% 8 4 5% 1% 345 104 FTTotal room load 160 382 6737 9061 PJr required(cli ) 8 16 3191 367 Calculations approved bYACCA to meet all requirements of Manual J 8th Ed. wrrio' polt�' 2022-Sep-0614:38:47 Right SuiteBUniversal202222.0.03 RSU26095 Page 14 P:WYBTGWORKFLOW1325BayAre1325_Bay_Avenue.rup Calc=MJ8 Front Door faces S N 4/-, First Floor Al r •� t� �5o dm Kitchen 150dm V_/ 600 dm T W Mud/Hall I 4 dm / j f 16 dm ,p0 dm Powder — i C� 60 dm Dining 60 dm Hall __. a � L IE7 f ' 8dm Living r(--� f i f JobA 3071 Scale:1 :95 Performed by Tom Baccarella for: New York Building Technology Group Page 1 325 BayAvenue-East Marion,NY 159 Rt 25ABuilding 1 Suite B RightSuite®Universal2022 11575 Main Bayview Road Miller'Place,NY 11764 22.0.03 RSU26095 Southold,NY 11971 Phone:631-495-0289 2022-Sep-0614.39.12 Phone:(347)276.6093 www.NYBTG.00m Tom@nybtg.com V0325 BayAvel325 Bay_Avenue rup margot@isaao-rae.com N Level 2 � X 67 dm Y 1 16 dtn 122 dm E - I Master Bed Master Bath IC i -7 r 122 dm i �- 67 dm 122 din -- - M14dm i IV -- _ ` Bed 2 Bath�6 L 90 dm 54dm I �I HaINmy T ____=__=:3E 46 din Al —= 14 Bath 2 i A 67 dm 94 dm Bed 4 Bed 3 T 67dm �3 y 94 drn .,.Job#:3071 Scale:1 :95 Performed by Tom Baccarella for: New York Building Technology,Group 325 Bay Avenue-East Marion,NY 159 Rt 25ABuilding 1 Suite B Pilie Right-Suit@ Universal2022 11575 Main Bayview Road Miller Place,W 11764 22.0.03 RSU26095 '-Southold,W 11971 Phone:631-495-0289 2022-Sep-0614:39.12 Phone:(347)276-6093 vMw.WBTG.com Tom@nybtg.com ...W1325;BayAve1325 Bay _Avenue.rup margot@isaao-rae.com p N Basement 139 Bath 33o dm Bed 5 Laundry ,-. 74dm Foyer 117 dm B Stairs < � iI Ex.Basement ' I Job#:3071 New.York Building Technology Group. Scale:1 :95 Performed by Tom Baccarella for: Page 3" 325 BayAvenue-East Marion,W 159 Rt 25A Building 1 Suite B Right-%%@.Universal 2022 11575 Main Bayview Road Miller Place,W 11764 22.0.03 RSU26095 Southold,W 11971 Phone:631-495-0289 2022-SeP0614:39:12 Phone:(347)276.6093 wmN.WBTG.com Tom@nybtg.com VM25BayAve\925 Bay_Avenuerup margot@isaame.com Duct System Summary Job: 3071 ti£cr YARrS Is sas of rr, Date: Jul 18,2022 t Ap Basement W. Tom Baccarella New York Building Technology Group- 159 Rt 25A Building 1 Suite B,Miller Place,WI1764 Phone:631.495-0289 Email:Tom@nybtg.com'Abb:www.NYBTG.com Project Information For: 325 BayAvenue-East Marion,NY,Isaao-RaeArchitecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.130/0.060 in H2O 0.130/0.060 in H2O Lowest friction rate 0.079 in/100ft 0.079 in/100ft Actual air flow 400 cfin 400 cf n Total effective length(TEL) 241 ft SupplyDetail Table Design Htg Cig Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (Cfm) 0m) FIR (in) (in) Matt Ln(ft) Ln(ft) Trunk B Stairs h 605 26 1 0.102 6.0 Ox 0 VIFx 12.3 115.0 st1 Bath 3 h 700 30 1 0.089 6.0 Ox 0 VIFX 26.5 120.0 st2B Bed 5 c 3444 72 139 0.079 8.0 Ox 0 VIFX 39.8 125.0 st2A Ex Basement h 1936 82 34 0.096 7.0 Ox0 VIFX 35.8 100.0 st1A Ex Basement-A h 1936 82 34 0.106 7.0 Ox 0 VIFX 17.8 105.0 st1 Foyer C 2887 65 117 0.099 8.0 Ox 0 VIFx 16.8 115.0 st2 Laundry C 1828 43 74 0.094 7.0 Ox 0 VIFX 32.8 105.0 s2 Supply Trunk Detail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (clm) (dm) FIR (fpm) (in) (in) Material Trunk st1A PeakAVF 82 34 0.096 197 5.5 6 x 10 ShtMetl st1 st1 PeakAVF 190 70 0.096 457 7.5 6 x 10 ShtMetl s2 PeakAVF 210 330 0.079 566 9.5 6 x 14 ShtMetl st2A PeakAVF 102 140 0.079 336 6.9 6 x 10 ShtMetl st2 st26 PeakAVF 30 1 0.089 71 3.8 6 x 10 ShWetl st2A -> 'wrigf,ttsott#d 2022-Sep•0614:39:49 Right-Suite@ Universal 2022 22.0.03 RSU26095 Page 1 P:MTGWORKFLOWG25BayAre1325_Bay_Avenue.rup Calc=WS Front Door faces:S Return Branch Detail Table Grille Htg Clg TEL Design Veloc Diam H x W Shad/Joist Duct Name Size(in) (cfm) (cfrn) 00 FIR Qpm) (in) (in) Opening(in) Mal Trunk W Ox 0 400 400 75.8 0.079 509 12.0 Ox 0 VIFx 2022-Sep-0614:38:49 Ri ht-SuiteBUniversa1202222.0.03RSU26095 aarstq•tnnaiw�wrt .•a,y yr 9 Page ACCN,P:WYBTG WORKFLOWG25 Bay AAM325 Bay_Avenue.rup Calc=W8 Front Door faces:S Duct System Summary. Job: 3071 tv+Yesar t:F£ ;t . Date: Jul 18,2022 .ar* EEC. 7st By: Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Miller Place,W11764 Phone:631-495-0289-Email:Tom@nybtg.comWab:www.N BTG.com 'Project • • For: 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.29 in H2O 0.29 in H2O Available static pressure 0.21 in H2O 0.21 in H2O Supply/return available pressure 0.120/0.090 in H2O 0.120/0.090 in H2O Lowest friction rate 0.057 in/100ft 0.057 in/100ft Actual airflow 600 cfm 600 tfin Total effective length(TEL) 366 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual FtgEgv Name (Btuh) (cfm) (cfm) FIR (in) (in) Mal Ln(ft) Ln,(ft) Thank Dining c 1387 46 60 0.061 6.0 Ox 0 MtFx 27.3 170.0 st7A Dining-A c 1387 46 60 0.081 6.0 Ox 0 MtFx 18.5 130.0 st7 Hall h 1676 90 72 0.057 7.0 Ox 0 MtFx 48.3 160.0 st7A Living c 2056 74 88 0.065 7.0 Ox 0 MtFx 39.8 145.0 SUB Living-A c 2056 74 88 0.065 7.0 Ox 0 MtFx 33.0 150.0 st7A MudMall h 1573 84 77 0.082 6.0 Ox 0 MtFx 5.3 140.0 st7 Mud/Hall-A h 1573 84 77 0.067 7.0 Ox 0 MtFx 27.8 150.0 st7 MudMall-B h 1573 84 77 0.071 7.0 Ox 0 MtFx 8.8 160.0 st7 Powder h 301 16 2 0.072 6.0 Ox 0 MtFx 26.0 140.0 st7 SupplyDetail Table Trunk Htg ag Design Veloc Diam H x W Duct Name Type (cfrn) 0m) FIR (fpm) (in) (in) Material Trunk st7 PeakAVF 600 600 0.057 600 12.7 8 x 18 ShtMetl st7B PeakAVF 74 88 0.065 199 6.1 8 x 8 ShtMefl st7A st7A PeakAVF 284 308 0.057 505 9.9 8 x 11 ShtMetl st7 wrig I!no e 2022-Sep-0614:38:49 Aw Au -'I;A,,,,,+a«. «:Av Wght-SuiteBUniversa1202222.0.03RSU26095 Page %4C+Gl P,."TG WORKFLOWG25 BayAre1325-Bay_Avenue.rup Calc=MJ8 Front Door faces:S Return Branch Detail Table Grille Htg Clg TEL Design Veloc; Diam H x W Stud/Joist Duct Name Size(in) (cfm) (dm) (ft) FIR (fpm) (in) (in) Opening(in) Mat Trunk rb3 Ox 0 600 600 157.3 0.057 651 13.0 Ox 0 ShMt ++ n"i ht50f�t- MghtSuite@)Universal202222.0.03 RSU26095 2022-Sep 0614:38:49 +� Page 4 � ;/� P:WYBTGWORKFLOW'025 Bay AfM325_Bay_Avenue.rup Calc=MJ8 Front Door faces:S Duct System Summary Job: 3071 ritiv:Yc�p� � ��'u� airi:c Date: Jul 18,2022 EX. 2nd %r Tom Baccarella New York Building Technology Group 159 Rt 25A Building 1 Suite B,Miller Place,NY1 1764 Phone:631-495-0289 Email:Tom@nybtg.comWab:www.NYBTG.00m Project • • For. 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@jsaac-rae.com Heating Cooling Extemal static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.290/0.210 in H2O 0.290/0,210 in H2O Lowest friction rate 0.143 in/100ft 0.143 in/100ft Actual airflow 600 cfm 600 clim Total effective length(TEL) 350 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (cfm) FR (in) (in) Mat Ln(ft) Ln'(ft) Trunk Bath 1 h 1301 76 53 0200 6.0 Ox 0 VIFx 15.3 130.0 st4 Bath h 787 46 42 0.168 6.0 Ox0 VIFx 13.0 160.0 st3 Bed 2 c 993 51 54 0.143 6.0 Ox 0 VIFx 23.0 180.0 st4A Bed2-A c 993 51 54 0.186 6.0 Ox0 VIFx 16.3 140.0 st4 Bed 3 c 1224 65 67 0.187 6.0 Ox 0 VIFx 15.3 140.0 SO Bed 3-A c 1224 65 67 0.160 6.0 Ox 0 VIFx 21.8 160.0 st3A Bed c 1728 92 94 0.195 6.0 Ox0 VIFx 19.3 130.0 st3 Bed 4-A c 1728 92 94 0.164 6.0 Ox 0 VIFx 26.8 150.0 st3A Railway c 1354 63 74 0.184 6.0 Ox 0 VIFx 7.8 150.0 st3 SupplyDetail Table Trunk Htg Clg Design Veloc Diam H x W Duct Name Type (dm) (cfrn) FR (fpm) (in) (in) Material Trunk st3A PeakAVF 157 161 0.160 232 6.3 10 x 10 ShtMetl SO st3 PeakAVF 422 439 0.160 632 9.2 10 x 10 ShtMefl st4 PeakAVF 178 161 0.143 256 6.7 10 x 10 ShWeti st4A PeakAVF 51 54 0.143 78 4.3 10, x 10 ShtMeti st4 ..'W ght?ofta 2022-Sep-0614:38:49 RightSuiteO Universal 2022 22.0.03 RSU26095 Page 5 XCK P:WYBTGWORKFLOWG25 Bay PveW5_Bay_Avenue.rup Calc=MJ8 FrontDoorraoes:S Return Branch Detail Table Grille Htg Clg TEL Design. Veloc Diam H x W Stud/Joist Duct Name Size(in) (cfm) (cim) (ft) FIR (fpm) (in) (in) Opening(in) Mal Trunk rb1 ox0 600 600 146.5 0.143 651 13.0 Ox 0 VIFx Wt'IghtsQft,� 2022-Sep-0614:38:49 Right-Suite®Universal 202222.0.03RSU26095 Page +�i ti P:MTGWORKFLOM25 Say AeW5_Bay_Avenue.rup Calc=MJ8 Front Door faces:S Duct System Summary Job: 3071 i'aw Yoa�. ieu'a�As Date: Jul 18,2022 t .ap New 1st %r Tom Baccarella New York Building Technology Group 159Rt25A Building 1 Suite B,Miller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.comMb:www.NYBTG.com Project • • For. 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY.11971 Phone:(347)276-6093 Email:margot@isaao•rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0 in H2O 0 in H2O Available static pressure 0.50 in H2O 0.50 in H2O Supply/return available pressure 0.380/0.120 in H2O 0.380/0.120 in H2O Lowest friction rate 0.146 in/100ft 0.146 in/100ft Actual airflow 600 cfm 600 cfm Total effective length(TEL) 342 ft SupplyDetail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (cfm) (dm) FR (in) (in) Matl Ln(ft) Ln(ft) Trunk Kitchen . c 2280 150 150 0.154 8.0 Ox 0 VIFx 21.5 225.0 stl2 Kitchen-A a 2280 150 150 0.146 8.0 OX 0 VIFx 35.3 225.0 st11 Kitchen-B a 2280 150 150 0.150 8.0 OX 0 VIFx 28.3 225.0 st11 Kitchen-c c 2280 150 •150 0.150 8.0 OX 0 VIFX 28.5 225.0 st12 SupplyD- Table Trunk Htg Clg Design Veloc Diam H x W Dud Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st11 PeakAVF 300 '300 0.146 679 9.0 0 x 0 ShtMetl st8 st12 PeakAVF 300 300 0.150 675 8.1 8 x 8 ShtMetl st8 st8 PeakAVF 600 600 0.146 900 10.5 8 x 12 ShWetl TableReturn Branch Detail Grille Htg Clg TEL Design Veloc Diam H x W Stud/Joist Duct Name Size(in) (dm) (CIM) (ft) FR (fpm) (in) (in) Opening(in) Mat Trunk rb8 Ox0 600 600 82.1 0.146 675 12.1 8x 16 VIFx Bolcritalle values have been manuallyovenWen .� - -Wrightsoft° RlghtSuite(•Universal 202222.0.03RSU26095 2022-Sep•061438:49 Page l QCCr i P:WYBTGWORKFLOVV1325 Bay Ae1325 Bay_Avenue.rup Calc=W8 Front Door faces:S Duct System Summary Job: 3071 xACYow ,- t rs Date: Jul 18,2022 iR a�rt:}�x °£` New 2nd W. Tom Baccarella New York Building Technology Group 159 Rt25ABuilding 1 Suite B,Mller Place,NY11764 Phone:631-495-0289 Email:Tom@nybtg.com Vtkb:www.NYBTG:com Project • • For: 325 BayAvenue-East Marion,NY,Isaac-Rae Architecture&Design 11575 Main Bayview Road,Southold,NY 11971 Phone:(347)276-6093 Email:margot@isaao-rae.com Heating Cooling External static pressure 0.50 in H2O 0.50 in H2O Pressure losses 0.31 in H2O 0.31 in H2O Available static pressure 0.19 in H2O 0.19 in H2O Supply/return available pressure 0.108/0.082 in H2O 0.108/0.082 in H2O. Lowest friction rate 0.056 in/100ft 0.056 in/100ft Actual airflow 460 cfm 460 cfm Total effective length(TEL) 339 ft SupplyBranch Detail Table Design Htg Clg Design Diam H x W Duct Actual Ftg.Egv Name (Btuh) (dm) (dm) FR (in) (in) Mall Ln(ft) Ln(ft) Trunk Master Bath h 1410 67 39 0.056 7.0 Ox0 VIFx 13.3 180.0 st6A Mastereath-A h 1410 67 39 0.058 7.0 ox0 VIFx 6.0 180.0 st5A Master Bed-A c 3020 106 122 0.082 8.0 Ox 0 VIFx 2.8 130.0 st5 Master Bed-B c 3020 106 122 0.070 8.0 0x 0 VIFx 4.5 150.0 st6 Master Bed-c c 3020 106 122 0.078 8.0 Ox0 VIFx 9.3 130.0 St6 WIC c 382 8 16 0.073 6.0 Ox 0 VIFx 7.8 140.0 1 st6 SupplyDetail Table Trunk Htg Cig Design Veloc Diam H x W Duct Name Type (cfm) (cfm) FR (fpm) (in) (in) Material Trunk st5A PeakAVF 67 39 0.058 ' 96 5.6 10 x 10 ShtMeti St5 SO PeakAVF 173 161 0.058 249 8.0 10 x 10 ShtMefl SO PeakAVF 287 299 0.056 430 9.9 10 x 10 ShtMefl st6A PeakAVF 67 39 0.066 96 5.6 10 x 10 ShtMetl st6 Return Branch Detail Table 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 Ox 0 460 460 145.5 0.056 430 14.0 Ox 0 VIFx BoldlQaAc values;have been manuallyoverrfdden .,I rightsoft, 2022-Sep-0614:38,49 ..ua•ee«u .ww RI9htSuite®Universal 202222.0.03RSU26095 Page �P..MTGWORKFLOWG25 Bay Are1325_Bay_Avenue.rup Calc=MJ8 Front Dooriaces:_S Osaac-Rae 430 Main Street Greenport NY 11944 1312#49063 Footing/Foundation Inspection To: Southold Town Building Department 54375 Main Rd PO Box 1179 Southold, NY 11971 Attn: Mr. Michael Verity&Mr.John Jarski From: Isaac-Rae Architects Isaac Clay Coffey R.A Date: Oct.11 th 2024 Re: BP#49063 325 Bay Ave,Eastmarion, NY 11939 Footing, Foundation&Underpinning inspection Mr.Verity&Mr.Jarski I inspected 325 Bay ave on May 24 th 2023.At the time of the inspection the footing was framed with rebar reinforcement install per our structural engineering plans.The footing size location and reinforcement met our design plans and NYS residential building code. I reinspected the site on May 30th after the footings were poured to inspect the foundation framing and underpinning.The framing reinforcement was approved during that meeting and I approved proceeding with concrete pour. I inspected the site again on June 6th upon the removal of the form work to further inspect the underpinning at the existing house. The underpinning and foundation work completed by the contractor met the design drawings and specifications as called for in the filed structural plans dated 8/2412022. 1 determined that the foundation&underpinning work met our certified drawings and New York State Residential Building code requirements. Enclosed are photographs of the site inspections. Please feel free to contact me with any questions.347-276-6093 Isaac Clay Coffey R.A. Architect of record for 325 Bay Ave. NYS LIC#039767 D ARC \C CpF os �-l� 0 C T 1 "1 2024 O F N� ISAAC-RAE ARCHITECTURE STUDIO NEW YORK&THE NORTH FORK 1 � M F, • T ��` �.�.--.- - •. is�- r f Ilk 0 -0-00 ku It 1/ rl" q�1311- ;r r. ARCH ITECTU RE 325 Bay Ave ISAAC - RAE & '+ram �*^.•r-: ti 4W )4V I 11 � ry 325 Bay Ave ISAAC - RAE &RCHITECTURE DESIGN s �'•:., ^- �_�_. _I � � r..��.Q +�!!-ter. �' /w .•,i - � .-�.�.�—— - �� !•,��_#-�„� V -GTE'-��;T :. 1 6 A REPORT BY: [D ARC co Fr ST�, 3976 ✓_k0 SIGNATURE: FOFNE� DATE:10/11/2024 325 Ba AveARCHITECTURE Y ISAAC - RAE & DESIGN C) �� r ID OCT 3 2124 T,^+t ,T ,N fi••T'yl~.tam. . NEW YORK BUILDING TECHNOLOGY GROUP 159 Route 25A, Bldg W Ste B, Miller Place, NY 11764 Phone: 631-495-0289 Email: info@NYBTG.com NY State Rough Inspection Certificate Address: .�Z�Ave- E>,L M-,r �. Permit #: Tax Map: - - - Building Envelope Insulation: Ceiling: R= W"APF -/>G SA•, 8y ,9" 2"18 v """^'SA Above Grade Walls: R= birom tic+3b wdp-��,�;! ►�� `"'��' V Z NOf�1213 ad1��.� Foundation Walls: R=-4!ffjr Exposed Floor: R= fir. Slab: R= 9"n ;1 Fr4. d (►�� c.H,' �,►,Lf.� Duct Insulati n: R= Total Duct Leakage: Pass / Test at Final System 1 CFM - El ❑ System 2 CFM r, - ❑ ❑, c System 3 CFM - ❑ ❑ Table R40 2.4.1.1: ��`� 'h��- '-2"+wF 4(L Air Barrier Compliance ❑ Passe°"?� ' Z-s�•�r Additional Items to be verified at-Fin—a4: Fronk w{wtway 6&" eoa. -6 avlsid`p pwj,, Rater Signature: �— Date: z Z� HERS RATER:Thomas Baccarella Resnet ID#: 3587347 HERS RATER:Gene Surdi Resnet ID#: 9527381 Field Inspector Netaniah Kingston Resnet ID#XSQIV5 Field Inspector James Falvey Resnet ID#6144MX -AIL dot �w 4.4w, fl^ 4»14- F(pw aRr �,�1.,�- ' �- e�' �bv �aG�., P"ll:� kl- �.�, k.,•� , el5k- 2x(,l Stal,d A{ tlo-rr 6,x4� tAAk.1� �evivy I, ca� baba �lwr ��f r L, l c f r F f ` i� I - ++ t 6:' 1;G-i -h01Ciot t -no►u3t t MI 0t h1 Qt 44010 330 3�0 t oz 05 ov ooN ON !�l�1 ON 15 OZ 9t ". MW NO NO NO NO NO NO 40 o/OFF 0/Oif OF r ow O/OFF O/OFF glow ear� �A � s 10 M- .{ 4 1 , A NO No l l r e r OFF 0/0 t 0/0FF I �• D 10 kA 10 kA i i 1 IFTI ACt ACT i d4 ft V I U "0 di 0 t � i * +� InTI, Jd0/oIWO !)pa �r m ON ON ON ON 20 AWL 010ff of OFF OFF OFF 0, f 1 r 1 i S )f / il f r .,,� ,w N, 1{4 1 4 1 1 a F r M , Ecki vv of vn o it ONAJOs r-iAv S 110i0 a M€ JJoro ��O 4.40 .s r cl i w 05 0 n' � • was i 1 ON ON ON ON ON ON raN 15 15 20 01OFF O' OFF _ - r. f. f -d10K/Ott -A017JSiZL N., vil of V4 U r I) off' Jj0/o 3 1 r may. C ,,,• - TAA cz 09 0t u oN ON FON �y t'N M"MYw' ► iiA.•!1"i* i+ tr .11�itrrul s A+d4� �+l141Mb+i�a j F +aY Mx R►per•►i+tyM �M!�•AM► ♦ t° M -**Ak- Ht w+�R t if w•r1 as N�l#1� y YRR�•{M xR tNMMIf V�R�f f� •Mn v• I k enay�' 16�af�V gyr is pr 56.,�• ■k+K:�t;�� M1p.Rtas K,tM�Cl.ih}MiM►Rutp►r�ia�liW�n'ir�rNli�M+l+�nrltMMi IMW flr�A+• � - il! w OW-4 WOW JM-W Wkl AJ W 4A4**P—Im"W N!eq AoW poles Xmmao? r : .4 j r .�Wt 1f'X d i 1• PV~WOO I-W4 pus 4`dd)I140-144 so 0^N'W�{�v �.,ea rat r.w fir=�.• •t'i t4i1• i A tihl 1r1�lfV k"'"Oleo 141xv*wl" 1f NVA'Jii to Ip Q4fwrVN + • 1 •.. L UIR 11 J,"I 010 Ajolo • • 0 il 0z t �h1:fV fJJfV AF�GF itoN ON • . • � 40 50 15 4G i x = / x OFF T4,- \ O/OFF 3 O/OFF O/OFF O/OFF .Service 10kA 10kA 1 '4 120/24ov- � . a r- J t DMA N G E R tic^ f ♦- • 'n Y J Y } �. A y a AgA Nam- DANGER PE IGRU Square D a des HAZARD OF ELECTRIC SHOCK,EXPLOSION,OR ARC FLASH PELIGRO DE DESCARGA ELItCTRICA,EXPLOSION O DESTELLO POR ARCUEO ARIA x normes de •Apply appropriate personal protective equipment(PPE)and follow safe electrical •Utilice equipo de protection personal(EPP)apropiado y siga tas practicas de segursdad a PWW ks !'association ! work practices.See NFPA 70E. electrica estabtecidas pot su Compa is(consults Is norrna NFPA 70F) rttiltgdr L'utinsabon de 11 *This equipment must only be installed and serviced by qualified electrical •Solamente el personal etectnco especial"do deberi mstatw y preslar servic o de •SW Un I lue d•dtfecter la personnel, mantenimiento a este equipo. app du mat8riet •Tu � rn off all power supplying this equipment before working on or inside •Desenergrce el equipo antes de realizar cualgwer trabalo en AI. ecaugat equipment. eSiempre utdice un drsposrbvo detector de tensron de valor non»nal adecu@W pan carArmar eurae¢ pour tout *Always use a property rated voltage sensing device to confirm power is oft. la desenergizacion del equipo. appmv 'cnnement •Replace all devices,doors and covers before turning on power to tnis •Antes de energizar el equipo,vuetva a cnloLar todos los dispowtivoa,las puertes y be oReptace manta de equipment. frentes. Failure to follow these instructions will result In death or serious injury. El incumplimlento de estas precauclones podr+u causar la mur rtr o teslones ser►ss_ Si Cos pr btsssun 25 23 9 - , 1 15 13 9 7 �----3_---- r 00m Load CMtief COWN i ( Ftente tfel cetilro de cargo QOC42US $ens;,© Sol r i 11ta i Type i Ertdnsrra f Csahrm —__ re D 00 Crcuit Breaks+- I solo WA6Wn�llt5 aulortutrco rJ(t de D Strtarr ti Use only Squa OOF P ttrarrctt►aeaae+tea it -----� t41 del a11111-W i i i 1 CXXII7F P Man breakin trMt Jr rrrNeno del N&KA t M at*X"2 1 PI(6il Odor 1 rad Kit!Actin rbrnmMa dr Points r ( 402MJ 300?K Gore+Scresr df btnio4 0 W [Warn for aifdl t x+wllr d duylra+e dr afar Ar 1. • 1 * t OFF r UA 1 kA I IMP,: DANGER PELIGRO 101tIIA1 L?•Ata HAIARO OF ELECTRIC SHOCK,EXPLOSION,OR ARC FLASH PELIORO DE DERCAROA ELeCTRICA.EXPLOO16N 0 DISTELLO POR ANCAMO t r±8111r .df1 s►Appfy algrrrrprialn prreona(pprutnellve egu1pinnrd(I,I'l )and folluw%,ifn fdnl 1rH ul '0lJllllcn nyuilln do prolaooldn panwnal((!,11p)sprcliinadO y sltila I&%plilitArgs dra wr%lurxlal •t wr+lk pm ilr:as $ran NVI'A IQIs alAldnl n"Mablecidas por su CompsAle(e�naulfa to norms NrPA?or,) *40"M 1Ili%♦fluipmanf must only be installed null 4fuvirod by gnallflarl alit tni.fil e!$ntamanto at pofecina)alwatrlco ospaaiaiitarlo debsuA instalat y INaatar aryl#)dlo, r 0#0�ww Le rsunnrt. rnantan►miento a aide equipu Ai MIaI N1 urn of all power supplying this agulpmnnt befuro wotklnp(on or Inaldu *D**anerpk.o at oquipo sates de raaunr c.ualquiev habolo«n Al kKN *qull)fnanl •9iompra utille-a on dispnsltivo detector tin tanste n de vAtrx nominal aaMnaa-i in pant ronts"lier a •Always ties a prnporly reefed voltage onnainU rlovira frl coMinn I,owoi Is off to desarwr{)ItaCifm dot ayuipo �wNtA?�f *I+nplMM all devices,dprjrs and oavets bolus tuirifrig on power Iti trils sAMos do s teigilar at ayulpn,vueMa a l *"f lrxlsrs kra disposilmos,Ices puenalk y to aqugarnKnt fronias f?allllla to fullnw theou lrr4hul floom will twoull in death oil o"WoUa(II1UIy I I IlllminplImlotitu do oulas pl*C0llL1(1nV%ptKIFA C+UtUtlf la tnUaRe U 14SW GA 6*04lt. .f?"1.r ` I L . I I 13 I °l.1_.. I y 17 NO HO I i 20 40 -50 3 , X i e OFF OFF O/OFF N 3 O/OFF Service Service - i 10 M 10 hAl 10 RM } 120124OV- 120rMV- _ We aI, d 9/18/24,3:11 PM 20240827_101802.jpg a >0011� >10-11000 •,_- a i h.h '_ 9/ A MM s1, -Atv N. .f- 1 i' �'' •� Y '� https://drive.google.com/drive/u/0/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 9/18124,3:10 PM 20231015_153339.jpg sk,....,« m t- - a. 3 Y - 1 f - hftps://drive.google.com/drive/u/O/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 4� e , a. 1 � _ r CN N J fr- 00 CL C9e r m Cl) 00 000 97 AP AF „I o I FaV, M� d a U a °o rn Qi M . > � 4 00 ___.».rw Ao p. O) L 9/18/24,3.09 PM 20230906_134638.jpg !I ♦� I i � df A101. } i r �+ ;✓ a. :.r., ;�-. `'+ .eta,+`:1:"" e+ https://drive.google.com/drive/u/O/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 9/18/24,3:09 PM 20230830_103936.jpg J x r , d / r N`I r h: .F 1 "f e a`ss r hftps://drive.google.com/drive/u/0/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 x i 1 Awl CL d Q1 M M O O Cl) LO O C') o C7 N I J O 7 L F- M CO a. ti .> 0 00 `k'sfi� �..>� •�, - �,_� ,~'�. .. r sirµ„� 't � d "` OU M aP OL c -`o N rn L 9/18/24,3:08 PM 20230525_133151.jpg 51 Am -lo. +. %to on za J u C' r https://drive.google.com/drive/u/O/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 9/18/24,3:08 PM 20230524_093204.jpg `d A ��.'.t• 41� SA i ot v' Un- 4 b ALr.` https://drive.google.com/drive/u/0/folders/1_ WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 9/23/24,9:21 PM 20240730_120312.jpg i i c _. a Ike Ir n I -- ! i z • .. J D n` t . 4A t r l hftps://drive.google.com/drive/u/0/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 9/23/24,9:20 PM 20240730_120255.jpg �S� x 3r� } g';h x https:/Idrive.google.com/drive/u/O/folders/1_WU86oLwZl6C8G39th7P8b3Tmhu9L_Q2 1/1 i FOUNDATION (21 _0 "I'll ROUGH FRAMING& PLUMBING � 7 INSULATION •STATE ENERGY CODE W7,J., a 11A ME M, 01 Z.UT-A n ©i* _11. � ADDITIONALlCOMMENTS i 1%ON • Falk., TOWN OF SOUTHOLD—BUILDING DEPARTMENT . Town Hall Annex 54375 Main Road P. O. Box 1179 Southold,NY 11971-0959 4y .� Telephone 631 765-1802 Fax 631 765-9502 https://www.southoldtownny.gov Date Received APPLICATION FOR BUILDING PERMIT For Office Use Only PERMIT NO. Building Inspector: S P �l 2V21 C AgpGations and forms must be f�11ed out n'thel entrrety Incornpleta ; : E;'JlLoliv; appl�eatiorrs vJlq ndt'68'accepted Wherethe Apphcant>s ner,It~o#the ow an •r©'�"`' �Owiler's Atho >tzatuan foam'{Page 2�stall b�,coU'r►pteted Y #{ ,W Date:9/28/22 i3ltflINER{S)Of=PR+DI�Ef�TY � ' ' � �` Name:Micah Halsey/Micah John Halsey Revocable Trust SCTM# 1000-31-10-1 1 ProjectAddress:Y325-Bay Avenue. E.ast_:Marion. NY_......._._.:__:_ _.........::....__........__...._._.............._,......................._.__........_.._.,............ Phone# Email: •609-204-0055 Mjhalsgy@gmail.com rMailing■wArddreess:325 Bay„_AvenYu.e.,,East Marion NY Name Margot Coffey, Isaac,Rae Studio Mailing Address: Main Street 2nd Floor Greenport NY 11944 _ :., Phone#:646-275-2447 Email:margot.@isaac-rae.com Name:Clay Coffey, Isaac-Rae Studio Mailing Address:430 Main Street 2nd Floor Green ort NY 11944 _..... Phone#:347-276-6093 Email:clay isaa.c-rae.com C011{TRACTOR lNF©RMA71l5N? fi* r ry z Name: Mailing Address: Phone#: Email: ❑New Structure ®Addition ®Alteration RRepair ®Demolition Estimated Cost of Project: ❑Other - $1,000,000 Will the lot be re-graded? ❑Yes ®No Will excess fill be removed from premises? ❑Yes ®No 1 PROPERTY INFORMATION . Existing use of property:single family residence Intended use of property:single family residence Zane or use district in which premises is situated: Are there any covenants and restrictions with respect to R-40 this property? Dyes 59 No IF YES,PROVIDE A COPY. B Check Box After k6t ing: The owner/contractor/design professional is responsible for all drainage and storm water Issues as provided by Chapter 236 of the Town code. APPLICATION IS HEREBY MADE to the Building Department for the issuance of a Building Permit pursuant to the Budding Zone Ordinance of the town of Southold,Suffolk,County,New York and other applicable taws,Ordinance's or iegulations,for the construction of buildings, addittons,:alterations or for removal or demoiition as herein described.The applicant agrees to comply with all applicable laws,ordinances,building code, ; housing code and regulations and to admit authorized inspectors on premises and In buildings)for necessary.Inspections.False statements.made herein are punishable ase Glass A misdemeanor pursuant to Section 210.45 of the New York State Penal Law. .. . Application SubmittedZ(printme):Clay ey ®Authorized Agent Downer Signature of Applican Date: CONNIE D.BUNCH STATE OF NEW YORK) Notary Public,State of New York SS: No.01 BU6185050 COUNTY OF ) Qualified in Suffolk County Commission Expires April 14,2 OQ being duly sworn, deposes and says that(s)he Is the applicant (Name of individual signing contract)above named, (S)he is the (Contractor,Agent,Corporate Officer,etc.) of said owner or owners;and is duly authorized to perform or have performed the said work,and to make and file this application;that all statements contained in this application are true to the best of his/her knowledge and belief;and . that the work will be performed in the manner set forth in the application file therewith. Sworn before me this day of Notary Public PROPERTY OWNER-AUTHORIZATION (Where the applicant is not the owner) i Micah Halsey residing at 32.5 Bay Avenue East Marion NY do hereby authorize Clay Coffey to apply on my behalf to the Town of Southold Building Department for approval as described herein. Owne is Signature pate t'vilCA1 SJHt4} l-� LSE , rn%CAN 'P"N MALS17-4 REVOM$tb e I-RoS7 Print Owner's Name 2 . BUILDING DEPARTMENT-Electrical Inspector TOWN OF SOUTHOLD Town Hall Annex-54375 Main Road-PO Box 1179-Southol;d, NY 11971-0959 Telephone (631) 765-1802 Temporary Certificate # ! (off Date ! 2024 Customer Name Electrician Name ST d)— j!!_� le Address S Ea5 a//40, Phone (s,3 -7-7 -- 633 e-mail a-mail ea SfM Qn4YelrC /G c� 00 ,ezr)., Phone License# L_q I C Size M A Phase I Overhead Underground #of Meters Remarks ,#of Underground Laterals 1 2 New "H" Frame or Pole H P Fire Reconnect Was work done on Service?(RN Flood Reconnect Old Meter# 0 ,Z. 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 90 days from the date above. Authorized by �. ' � 4s� Fot, , BUILDING DEPARTMENT- Electrical Inspector TOWN OF SOUTHOLD " Town Hall Annex- 54375 Main Road - PO Box 1179 Southold, New York 11971-0959 Telephone (631) 765-1802 - FAX (631) 765-9502 ' lamesh _southoldtownwgov- seand(c-southoldtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: 11 la Company Name: a+a fi P Electrician's Name: 11 r- License No.: Elec. email: e L s armor e)12 C,f.f,\L of o o .,e d�• Elec. Phone No: 631- - W33 211 request an email copy of Certificate of Compliance Elec. Address.: 0x /9�2, r ,""JIz /vy-, //Fit? JOB SITE INFORMATION (All Information Required) Name: / ` C-�ckl Is e Address: e.^ -We Cross Street: Phone No.: Bldg.Permit#: V q 0 63 email: Tax Map District: 1000 Section: Block: Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F� 064-1' 9 0TAGE (Please Print Clear(I�/`y,) (� Aak ion ? Re r\ov -f 1 ors , 1Vev F 1 U-,,�P,- You Eervi'ce 7 L(�ograo a 7`ro.r. 4 a -() �A►nlp dye,,- Q� Square Footage: 3000 Circle-All That pp y: - , Is job ready for inspection?: © YES❑ NO 0 Rough In Final Do you need a Temp Certificate?: ❑� .YES❑ NO Issued On ��2 Temp Information: (All information required) Service Size M1 Ph❑3 Ph Size: J 0 0 A #Meters Old Meter#0 ?3J-S?A, New Service❑Fire Reconnect❑Flood Reconnect❑Service Reconnect©Underground❑Overhead #Underground Laterals 1 X 2 H Frame Pole Work done on Service? Eyl Y N Additional Information: PAYMENT DUE WITH APPLICATION G ( p76Z gufFOL,f- _ BUILDING DEPARTMENT- Electrical Inspector of�p Gy TOWN OF SOUTHOLD Town Hall Annex- 54375 Main Road - PO Box 1179 y, ►z Southold, New York 11971-0959 11�y pl' Telephone (631) 765-1802 - FAX (631) 765-9502 jamesh(c southoldtownny.a-( - se, pnsoutholdtownny.gov APPLICATION FOR ELECTRICAL INSPECTION ELECTRICIAN INFORMATION (All Information Required) Date: Company Name: � ,t P Electrician's Name: c License No.: (; �1 r Elec. email: g,s me ��`:�� c f �,'� � Elec. Phone No: 6 31- 7 - N3 3 0 I request an email copy-of Certificate of Compliance Elec. Address.: c /V y- /15 2 JOB SITE INFORMATION (All Information Required) Name: / - \ J dc, , r� Address: Cross Street: f 1 o-; G Phone No.: Bldg.Permit#: Y !0 613S email: Tax Map District: 1000 Section: 3 Block: 10 Lot: BRIEF DESCRIPTION OF WORK, INCLUDE SQUARE F OTAGE (Please Print Clear G.n �e /AC, 3ti.!' I c:� fVev, 'vLr,rX2r`Ya;ln J�rU;C L 0 :l�* / 1 1 1 hoc .A yip a Ver�eo.c ,.� Square Footage: )00 Circle AII That pp y: Is job ready for inspection?: ® YES NO 0 Rough In Final Do you need a Temp Certificate?: 5/ YES O NO Issued On �� a�X Temp Information: (All information required) Service Size�1 Ph❑3 Ph Size: '"/��' A #Meters'. / Old Meter#.GPI�'3J >� New ServiceDFire ReconnectOFlood Reconnect OService Reconnect MUndergroundOOverhead # Underground Laterals 1 j( 2 H Frame Pole Work done on Service? Y N Additional Information: PAYMENT DUE WITH APPLICATION S 40 Gam PERMIT# Address: Switches *-. V Outlets coo GFI's Surface4 Sconces * q H H's �oZ UC Lts Fridge l HW �a5 POOL Fans Mini Fr. WAD ( l Panel Pump Exhaust o1 Oven Sump Heater ' . Tr nsfmr Smokes : - DW, Generator Salt Gen. Carbon Micro GrbDis Water Bond Lights Heat Pucks ERV HOT TUB/SPA Inst Hot DeHum Transfer Disc Combo, Cooktop Minisplit Blower ,e AC AH '7 Hood 1 Blowerl Service Amps Have Used Sub Amps Have Used Comments FC ��* y� AO I 30 AMP NOTE ALL MOTORS MODEL NO 307-R2 STORM WATER DRAINAGE SYSTEMS CALLS. NOTES MUST HAVE INTERNAL GENERAL NOTES PUMP COMPRESSER POWER CIRCUIT OVERLOAD FROTECTION PAGE EXISTING HOUSE ROOF AREA KEY COMMENTS a G I Cg1 cvF1 6 LuoF: - 1 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN 1470 SQFT X.17=250 CUBIC FEETIt DRAWING ISSUE M 1 PROPOSED {2)8' L1 ELK �_ ELK ELN .r'iPt J L-` L� SPRAY '�, OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 25ocuBlc FEET/42.2= s.9oR6'OFVERTICALB' DIAMETERDRYWEL 1 , PUMP ; D DIAMETER X 4 DEEP RYWELL N0. DATE ISSUED FOR N wNr N --------- MOTOR ;PUMP RATINGS 2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) PROPOSED (2)8'DIAMETERX4'DEEPDRYWELL DIAMETE `T' 3/4HP � 1 t 5V 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 150 F L A WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST 1 o CB2 r-R2 6 LOOPS M2 ,-� BE INFORMED ACCORDINGLY IN THE FIELD. 2 ELK ELK RpI _____-----a RECIRC',PUMP RATINGS 4. A MINIMUM SEPARATION OFTEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE MAINTAINED BETWEEN PROPOSED ADDITION ROOF AREA PROPOSED (i) 3 PUMP ; 3/4HP @ 1 15V WATER LINES,STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 8'DIAMETER X 4 Ln """ N --------- MOTOR;' 150 F L A 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENC114G WORK 85osQFrx.17=145cuBICFEET D2 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN,COUNTY,STATE AND FEDERAL 145 CUBIC FEET/42.2= 3.4 OR 4'OF VERTICAL 9 DIAMETER DRYWELL 2 2''DEEP DEEP L 5 •- E III_ (;h'`_® C133 CSF3 6 LOOPS v LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITAELE MATERIALS PROPOSED (2)8'DIAMETER X4'DEEP DRYWELL r OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 7 ELK Mll J 'L L� MIXER ' PUMP RATING I PUMP ; 3/4HP @ 1 15V 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 8 wrt ----------', MOTOR l 150 F L A TRANSPORT,AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON THE PLANS. 8 DRAINAGE CALCULATIONS s CB4 ,''"- 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 1/8" = 1'-O" 10 CRY C1 ----------; COMP ;COMP RATINGS 11 1/4HP C 115v 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. wHrt __________� MOTOR ; 5 4 F L A CONCRETE 12 10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE METHODS AND MATERIALS EMPLOYED IN END PLUG THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW PORK GUIDELINES CI COLLAR DRAWING REVISIONS RISER AND I 24 I 20 AMP BREAKER B1 Co W1 FOR EROSION AND SEDIMENT CONTROL". MAXIMUM DENSITY AT THE OPTIMUM MOISTURE COVER 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95% ALL ELECTRIC TO BE PLACED N0. DATE REVISION LR1-Q1 CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. FIBER JOINT 1 IN SCH.80 PVC CONDUIT EXISTINGG EEL TRICAL 1 12. (' PACKING I EXTERIOR RATED JUNCTION BOX BELOW 2 EL" KrF/wFR M1 w"r 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT GRADE IN A SPRINKLER BOX 14. THE DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEM STARTUP. AE VC PIPE D3034 WATER TIGHTPOLY/PLASTICCOVER INSTALL 3 R 35 PER MANUFACTURERS DIRECTIONS 4 L 1- 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY ALL ELECTRIC TO BE PLACED IN SCH.80 EUi , FINK/WHT M1 wHT 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK COUNTY CI SEWER PIP PVC CONDUIT 5 DEPARTMENT OF HEALTH.The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY 3COH. CI 30' BENDTO SEPTIC REMOTE PLC CONTROL PANEL 6 LR1-04 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE FROMTANK W/HP8000MPRESSOR E L•I FED II5 PLC INPUT 7 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE DWELLI WATER TIGHTPOLYIPLASTICHOUSEING INSTALLED UPSTREAM OF THE OWTS. INSTALL PER MANUFACTURERS DIRECTIONS 8 FL, AIR SWITCH FINK 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM 9 WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD 36"X36"X6"P.C.SLAB WITH6X6W TREATMENT UNIT. CI X.4W1.4 WELDED WIRE MESH 10 HvvA RUN 20. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF 11 Eul FEE CI TO PVC HOUSE 12 5 z', s CONSTRUCTION.CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ADAPTOR MUTE <F- EFN ELEVATIONS I I EV' 01TEST ALARM F°n CLEAN OUT DETAIL MARK "J" n Remote PLC Control Panel Detail MARK " THIS APPLICATION IS APPROVED ONLY FOR WORK � _ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL °I -J 1/2" - 1'-O" J 1/2" = 1'-0" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ' FED ELK RED WF,T TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ENABLE ACC RDAN:E_fITH APPLICAgI E C0 EW __J'��_ .ti I G 1 YEL INSTALL PLASTIC RISER PLC INPUT - ag 2"VENT RINGS AS NEEDED 12" LOCATION OF NEGHBORING ESTIMATED MAX HEIGHT 2 OVERRID ELEV.SECONDARY 4"PVC WASTE LINE INSTALL PLASTIC RISER RINGS AS WELL e`" YEL^"'T D� PLC INPUT j; LOCKING SAFETY COVERS PITCHED 1/4"per 1'Min NEEDED 12"MAX HEIGHT PROVIDE L- p, REQUIRED AT TREATMENT SECONDARY LOCKING SAFETY COVER 2"VENT TO UNIT CSR1 HOUSE rL„ ,J iG. wrlr/SEE• INSTALL DUMMY RINGS OR FINISHED GRADE h II3 PLC INPUT FF EL 35.2' DOME AS NECESSARY TO BRING POLYLOK 20" Designer: PROPOSED STRUCTURE TO 1' DISTRIBUTION BOX CSR2 BELOW GRADE MIN 2'MAX. ELI' wFrr FINK p1 PLC INPUT C.O. 8'-0" PROVIDE A CONCRETE COVER I SAAC RA E CSR3 1 GRADE32' FROM EUI WHF YEL u� PLC INPUT - ` INV EL.30.0' __ _ ALL LEACHING POOLS SHALL BE OWTS KTRENCIH PERS[AL 430 MAIN STREET GREENPORT NY 11944 m <V PLACED IN ACCEPTIABLE - T W1 B1 LEACHING POOLS AS APPROVED 1 . 347-276-fi093 E. cla Isaac-rae.Com NOTE: wt ®®®® BY THE SCDHS IN THE EVENT rl0®®® 4 THICK UNDERDRAIN Y@"WASTE LINE POOL LEACHING MATERIAL ISFLOAT SWITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL +/-EL.26' PITCHED 1/4"per V Min ®® ENCOUNTERED ECAVATION IS FILTER MATERIAL SCHEMATIC ELECTRICAL INV.EL29' ® PROVIDE SPEEDDISCONNECT MUST BE PROVIDEIJ BY INSTALLER DASHED LINES o TO BE CONTINUED TO SUITABLE TYPE 1 � REPRESENT ITEMS NOT CONTAINED IN THE PANEL REQUIRED P -B I INV.EL 29'10" +/-EL.24' INV.EL 28.6' MATERIAL AND BACKFILLED AS �, LEVELER ON EACH OUTLET TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FIELD FOR HYDRO ACTION AN440 DETAILED.CUTTING RINGS MAY W IREING MUST BE A MIN.OF 60C COPPER WIRES SEPTIC PRODUCTS INC INV.EL 28.9 BE REQUIRED MAX CONCRETE INV.EL26.G LEACHING POOL DEPTH25' POLYLOCK_DISTRIBUTION_BOX MARK Applicant of Record: h droaction Electrical n "B" 1 -0 U 3/8 r 1 -0 Abandonment of the existing sanitary system must be in rr = , rr = conformance with the Department's requirements. - - - - - - - - - - - - - - - - - - - - - - - " - - - - - Submit completed form VMM-080 as proof TEST HOLE ELEVATION 32.4' DUG TO 1T BELOW GRADE NO GROUND WATER ENCOUNTERED r . \ rns7 n SANITARY PROFILE 4 1/8" - 1'-Orr EL31.9 - 45 1/2 Q�6O 481l2 2 MAR Design Professional's Certification Required. J ��tiii b 023 y / Submit P.E.or R.A.Certification For "'' .'��,,;.�v,,,,� '="•''� / y00 \ The Installation and Construction of the Sewage Disposal System SEPTIC SYSTEM LEGEND OP / / \ Use Form WWM-073 Q \ KEY DESCRIPTION `tom` ` ' / \ IMPROVED DWELLING WITH ° �V D WELL WATER OVER 150' 0218 ° ° A -PROPOSED HYDRO ACTION AN600 VA OWTS SECONDARY P MPROVED DWELLING WITH PUBLIC WATER / / / \ �9° FROM PROPOSED SEPTIC SAFETY COVER IS REQUIRED ON TREATMENT UNIT \ ° B - POLYLOK 20"DISTRIBUTION BOX BETWEEN TREATMENT �� m / \\ \ �0 0.,�cp Y� 3 UNIT AND LEACHING POOLS SECONDARY SAFETY COVER IS / $ \ iv�w0, ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN E 0204 ° ° REQUIRED ON DISTRIBUTION BOX COVER 0 O / / / c9 A \ ARE THE PROPERTY OF ISAAC-RAE LLC ° � 0 C -SEWER LINE FROM PRIMARY RESIDENCEC�TO TREATMENT ° tkr6 / 5 In \ \ Z \ IN ACCEPTING THIS INFORMATION YOU AGREE NOT ° ° 0J64 UNIT(4"SDR35 PIPE)8"MIN COVERAGE O� �c�6 2006 / �D o j \ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, 51 1/2 _ ° y // \ J \\ WITHOUT THE EXPLICIT WRITTEN PERMISSION OF D 8'X 8' B E PC LEACHING POOL \ PROPOSED 18 X36'POOL ISAAC-RAE LLC / / B / \ \ 070 E -8'X 8'PC LEACHING 50%EXPANSION LEACHING POOL N O / / ACCESSORY SETBACK REMOTE PLC CONTROL PANEL F HYDRO-ACTION CONTROL PANEL AND AIR COMPRESSOR // W/HP80 COMPRESSOR G PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT Project: G A \\ \ FRAMED H EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND C' %L SHEDSDRY EAST MARION - ABANDONED OR REMOVED IN ACCORDANCE WITH SCDHS STANDARDS / ^L O I Q \ I -TREATMENT UNIT VENTUNE BACK TO HOUSE TO BE H 8 \ \\ 325 Bay Avenue, East Marion, NY EXTENDED THROUGH ROOF LINE PER NYS 2015 IBC CODE. / 5 \ \ J -CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO GRADE PER DETAIL o.: S- k'- EL.31.3 P ect N SITE COMPONENTS LEDGEND TOTAL LOT AREA AREA=20,264.3 S.F. ro�\ �P�Es 1 �\ �'�� \\ / IIR -02 KEY DESCRIPTION ec FLOW LIEF Q, QOS p�� °�� (j, \ �� / Seal/Signature: U• � � / � B 1 PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE / 6 12 2 EXISTING ORYWELL FOR POOL DRAINAGE w� 3 EXISTING GAS LINE EL.32.7 25� °H wIR,FS .0� PFF3 32. 10 SCTM 1000-31 -10- 11 1 G 4 EXISTING WATER LINE3y2 va A / D 5 PROPOSED NON WATER PROOF RETAINING WALL G ��5�O�Q��'`s 9 _ G ,=W / / 9 RSD 64 63 6 PROPOSED HVAC EQUIPMENT \ �/ I PE� Q ��/� 7 PROPOSED POOL EQUIPMENT /�GGG�/ I V W _ (n Y CO 8 LOCATION OF TEST HOLE O D N / M / W (0 .� 9 PROPOSED UNDER GROUND ELECTRICAL 3'BELOW GROUND IN CONDUIT \ P6 I u c" 1 O / z N o 10 PROPOSED UNDER GROUND GAS LINE 3'BELOW GRADE PIPE TO BE SHIELDED , _ O N 11 PROPOSED UNDER GROUND WATER LINE T BELOW GRADE \ G' / / °ZO �` Go O 8 12 PROPOSED POOL EQUIPMENT \ \ /�. 5��2 o W ,. 3g76� �O Li- o Q F of NEB ao,2 I 60 SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE \ ado �,�PP� / / O w CID 0 BILL F MATERIALS TABLE 3 PG 50-MINIMUM I/A ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES O /\aG \�� y TEST HOLE W U W LL REQUIRED FOR 6 BEDROOM MINIMUM CAPACITY 660 GALLONS PER DAY \ \ Q� / H O LL" ITEM P/N DESCRIPTION QTY: PROVIDED FOR 6 BEDROOM PROPOSED CAPACITY 660 GALLONS PER DAY \ /" �P��, / / TEST HOLE ELEVATION 32.4'+/- Q Q J AN600,245 NITROGEN REDUCTION COMPLETE 1 3�' 0'0' d > LL An 600 HA Ec50 11-Rv.75 \ \/•' / V-4 TOP SOIL LIJQ^ p d r O W Date: Scale: TANK,PRE/PUMP 1000 1 LEACHING CALCULATIONS / / IMPROVED DWELLING WITH PUBLIC WATER 100' (..J CL LL AS NOTED A 180052 �" \ BROWN LOAMY SAND {SM) >' KIT,SNG 2 TANK CONNECTING STANDARD 1 \ �J 2'-0 CL W N W Drawing Title: c B 130002 TABLE 5-MINIMUM LEACHING SYSTEM DESIGN FOR A 6 BEDROOM RESIDENCE / \ / d C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 DEPTH TO GROUND WATER OVERIT \ / O O Z N ` PROPOSED SITE PLAN D AN600 P AN600 W/PLATFORM COMPLETE 1 REQUIRED FOR 6 BEDROOM TWO /OEXPAPNOS°ION POOL P,8 DIA.400FT2SIDEWALLAREA WITH / � IUD oPs,EcSo 3o L so PLc PALE BROWN MEDIUM () LL (n C) I=- (6 E Ec50-11-Rv.75 1 PROVIDED FOR 6 BEDROOM TWO(2)POOLS;8'DEEP,8'DIA.400FT2 SIDEWALL AREA SAND AND GRAVEL(SW) Y H Lu (� LO WITH ONE(1)POOL 8'DEEP 8'DIA.FOR 50/°EXPANSION POOL \ J 2 > W d AN550 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS `� EL 31.7 O cS UJ O O _� N LL LLI < OC LL Drawing No.: N APPROVED BY: SIGNATURE DATE: REV. PART# SURVEY BY KEN WYOCHUCK SITE PLAN BY ISAAC-RAE ARCHITECTS \ Q n U3 I� '��I'( ChOji OS/31/17 0 HA-180053 \ 17'-0" W N �mrnFran�hcCC^•M ALL ELEVATIONS BASED ON NAVD 1988 USC& GS DATUM TEST HOLE BY K.WOYCHUCK LS DATED 05/10/2022 Proposed Site Plan NO WATER LOCATED HEALTH DEPARTMENT APPROVAL STAMP drafting 1 n��JJ 1/2 - 1 0 S.C.T.M.NO. DISTRICT.1000 SECTION:31 BLOCK: 10 LOT(S):11 SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES APPROVAL OF CONSTRUCTED WORKS FOR ASINGLE FAMILY RESIDENCE Date °usaofs H.S.Ret No. R-22-1634 The sewage disposal and water supply facilities at this location have been inspected and/or certified by This Department or other agencies and found to be satisfactory FORA MAX(IIMAU{M OF— BEDROOMS. SYV JO THAN PAI,P.E.,CHIEF Office of Wastewater Management RldW SANITARY POINT i A' .6 69s Jra• L.P.2 I 65a'I ON c� LAND N/F OF ARCEME TSIKLJDIS LAND N/F OF �' n ) KOSTAS ROUSiAS ( PO QO M O O Si •4Z m 5'� 0 •Yi. SGaA� cP" ...414:}::::?;':: U.P. �2 0. � .. \ ..:; :...:..... ION• p.'.............:•i}:•i3•:r••:�:j3.t{::i l✓................; S . A'f ad:::•::::�p1�' TO 4:i . ' ..?:•i:'rii..... :'•Nr',4•tiT:• COJERM `•rjiiiii`•.r.-•" ENW fU' d LAND OF •\ /ice/ N�• NICHOLAS/JO NSON Nn • ei TUN. .�� [L7 �;;/ +;� 1'(/^ I'' MAR 2 4 2025 FINAL SURVEY 07-01-24 REVISED 05-15-23 FLOOD ZONE X THE WATER SUPPLY. WELLS, DRYWELLS AND CESSPOOL FEMA MAP#36103C0064H EFFECTIVE 09/25/09 LOCA770NS SHOWN ARE FROM FIELD OBSERVATIONS AND OR DATA OBTAINED FROM OTHERS AREA:20,264.30 SQ.FT. or 0.47 ACRES ELEVATION DATUM. UNAUTHORIZED ALTERATION OR ADD177ON TO THIS SURVEY IS A WOLA77ON OF SEC77ON 7209 OF THE NEW YORK STATE EDUCATION LAW. COPIES OF THIS SURVEY MAP NOT BEARING THE LAND SURVEYORS EMBOSSED SEAL SHALL NOT BE CONSIDERED TO BE A VALID TRUE COPY, GUARANTEES INDICATED HEREON SHALL RUN ONLY TO THE PERSON FOR WHOM THE SURVEY IS PREPARED AND ON HIS BEHALF TO THE 777LE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON, AND TO THE ASSIGNEES OF THE LENDING INS777UPON, GUARANTEES ARE NOT TRANSFERABLE. THE OFFSETS OR DIMENSIONS SHOWN HEREON FROM THE PROPERTY LINES TO THE STRUCTURES ARE FAR A SPECIFIC PURPOSE AND USE THEREFORE THEY ARE NOT INTENDED TO MONUMENT THE PROPERTY LINES OR TO GUIDE THE ERECTION OF FENCES, ADDITIONAL STRUCTURES OR AND 07HER IMPROVEMENTS EASEMENTS AND/OR SUBSURFACE S7RUCTURES RECORDED OR UNRECORDED ARE NOT GUARANTEED UNLESS PHYSICALLY EVIDENT ON THE PREMISES AT THE 77ME OF SURVEY SURVEY ORDESCRIBED PROPERTY OF NEW CERTIFIED TO:MICAH JOHN HALSEY: MAP OR �P� ~H M. lY0.". , SIMONE BETH LEVIEN• FILED: y °�� MICAH JOHN HALSEY, TRUSTEE; y=� x SIMONE BETH LEVIEN, TRUSTEE; SITUATED AT:EAST MARION r_ p FIDELITY NATIONAL TITLE INSURANCE COMPANY: TOWN OF:SOUTHOLD °F a`A. U KENNETH M WOYCHUK LAND SURVEYING, PLLC SUFFOLK COUNTY, NEW YORK 0F 030882 �e Professional Lend Surveying and Design D N a P.O. Box 153 Aquebogue, New York 11931 PHONE(831)298-1588 PAX(631)298-1588 FILE B 221-162 SCALE:1"=30' DATE: SEPT. 09, 2021 N.Y.S. LISC. NO. 050882 m•intainWS tke roeorA•of Robert 1.R•a W a tteunetk IL Wofebuk. 3 4 5 6 7 8 9 10 it 12 DRAWING REVISIONS NO. DATE REVISION 5-7• :ZB,•S. .. ...... .. .. _ _. :2T 1•. _ .._.7:L L. _ '::1C�8'. 2 ... _. . 3 6 f 7 8 9 io 12in - F,I. THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL '; OTHER MATTERS SHOWN ARE NDiTO BE RELIED UPON.OR ACCORDANCE WITH APPLICABLE CODES.I' : -- � TO BE CONSIDER 1 1 f. I I f I I .. 'I �� -':N.SS.'4%-0x IJ4• 5.30z ,•'Q � I. ., f. I .. ,,.. I Consultants: II I I I I ssDz L Surveyor: I I I I l I 9 • j— Ken Wyochuk 1 1 s sD3— 1 I P.O.Box 153 Aquebogue,NY 11931 f l lf— I C I r saoz I Structural Engineer: Alex Spyrou I11 I I ] � 1 �1 1 ,� I f'� ,� -`�•__-_ j I AES Engineering — ---I—rII I-_—I --_-I I III --I;II-- I--I .;I---tI-'Y 1—�'1I".,•:�.I -I�j�I -�I. :II. I1L �.ILL.� l Ili �'Ii�h�>r I� R a.�ElA.CWvE7O vW1N;4.cl4x.FWr.ef1xs:4 6v 5't II (lfI .tJ'I i � •1;a I� ,N'. . T6H3E0R Fifth aAvenue, - Su ite 2000 I� OII II New York,New York IXST.DRDPPPDCRDR -- omB la acca r7. 1 1 NY Building Technology Group 159 Route 25A a I I _ s303 — p f 1 Building 1,Suite B I I l T _-- I �ci sa0z I IL r— - _— _ _—___— .'l I_ Miller Place,NY 11764 r _ DECK:HE PLAN NO'tE5 f II IIIIl � II iII1 I: ; .., ,; � < a G' Architect of Record: -- ' ' —Ij I :I I �j I I , , 1 f 1• I' �' I I - 5303 � �a - . .. _ . . - :,_ _ ,• __ ISAAC RAE I 1 I .I wa%lo'1 430��— ---- - - - -- A oor Street 2nd I-I � I f I _I__I— I_tI '1 Ir I � I [ li I 'V+• U LL.._—_ •.JII�_-__ —.__'11--__.�I .A••" - ( J Greenport NY 11944 ti—I— _ Contact;Isaac Clay C offey R.A. _ __ _ _ NYS LIC#039767 1 i 1 I I " •' T.347-276-6093 E.clay@isaae-rae.com ..0�.•. I f0 _ Project: 5CONCRAN STA B PS EAST MARION, - 5TEFL PAN STAI - 325 Bay Avenue,East Marion,NY 1 0.: IR 02 FIRST FLO-OR:FRAMING-PLAN .'SCALE: U4"= ILO' =0 Q n DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS I _ NO. DATE REVISION - _ _ •-r�r.. .acrsee. 1 2sA• ry-g.: _ _ rs �I cr,•rrrr,,- 2 Qa ' u a 6 7 :SW1 4 H2 - y :SWt •.:• '.'.if2 .1',:'SW1.. I:-.:• r- - - - 9 1 .I: bBD9 .:I -1 1 I�.�1 :I' r L •'1 t`T` 3-.550¢ .Po 12 THISAPPINDICAEDOATIONISAPPROYEDONLCFIC WORK • INDICATED ON THEAPPLICATION SPECInCATION SHEEr.ALL II ___ _-2Lj1?S Y I LH75'L�L j' OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR h I I �" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1 •! I t) '1' .,�' '. / t`` I I I I I I I I I I I 1 ' U I I ') I �.I I II f 1 •- -_�_�� I I I - '.' ACCORDANCE WITH APPLICABLE CODES. �ii. Consultants: I , 1 I I 1 , I I l J 1- I 0.° + + f •�' - .. '0 II;5 Surveyor: 7 I I I } Ken W ochuk IIIIIIII , I I I I I I I I I I I I' •$ _ II'' [ � I 1 P.O.Box 153 Aquebogue,NY 11931 !! LLL f , I 1-__� I I I i I I I .I I ! I , 1•. .1 '1 1 I =0 I ro�, t�TJ1360- N ._. f�.rl-1•�V Ila. `- . 1 , --�— - I ( o I 4I I I ? Slruciural Engineer: EO-C=U:(T r I I 1 I I I .I n�.�1 '� I•' �_ 4 �7 I I a, Alex Spyrou '' IIII 1 1 1 1 1 1 J 11 1 :IIII 630 Engineering _ —_-- - — New Fifth Avenue,Suite 2000 NBW York,New York 1 I E •,li• � I '• HER's Rater: S3D3 I i i i ! Tom Baccarella 1 I I 1 i 1 I I I 1 I •1 I 1 I I I I I , I` 1 •.I $-3oi_•_'_� _ a .I t �1 ' � � '•� ! NY Building Technology Group Building Suite B Miller Place,NY 11764 - I I 1 i� i 1 i i 'i I r t I 1 •r I. t loll I '.12 1 75>T f I.675 LPL �. L., L � - I y 5.3Oq r E b= Archltect of Record: 2); i ..: �`•. 1 1 I '1 I I I , , I '' ' ' ' � ' -'� '• 1 i 1 1 1 n�1 � - r V)� ._.... .___-- . ISAAC - RAE 1 MIN.-t2)2x6 HElOW_ ... .. .. . .1.1 ..,SW1,. ,1:' .. .... , - nl• Street i . nd Main .. 0FA MUWON ..• < ....._.... ....---..... A 4 :. .. c;sac Clay Coffey R. 2 Green port t, NYS LIC#039767 4; 1.. T.347-276-6093 E.clay@isaac-rae.com --• - : Project: EAST MARION 325 Bay Avenue,East Marion,NY Project No.: I R-02 Seall Signature: SECOND FLOOR:-.FRAM`IJNG PLAN o� '• ' �/J�p� . SCALE:1/4'.- V-0 2 :,. 7�% V• \ 4 5 6 7 6 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 4 5 7 8 9 L- 10 12 - _ THIS APPLICATION IS APPROVED ONLY FOR WORK •' .. i Ij INDICATED ON THE APPLICATION SPECIFICATION SHEET.ALL OTHER MATTERS SHOWN ARE NOTTO BE RELIED UPON,OR I r , I , I , i I •r 1 I I i 1 1. I I- I +1' I A•' i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN "I 'I I I •[I 5.305 ! '��. jr ACCORDANCE WITH APPLICABLE CODES IIIIIIIII I II�' I' Ia. I I ;I� I�. � � . _ ' • •�° - i i i i 1 i i �i i i , 1 � f :I I .I � IJ.•I .I:i §J' `:l,. ai:: � D .. TO.1 I R COnsultarns: 1 1 s ;/� $'. MIN.(2)26BELUW :'jI I I' Surveyor: i I I I I I III .I .I I i I I IV \h/ QPAMULUON o ' Ken Wyochuk P.O.Box 153 I , I I I I I I I a I I I I 7...I. 5 .I- +� - _,f _ gyyZ•.; t' u • 1 Aquebogue,NY 11931 '! Structural Sctural EnOineer 1 l l H i 1 ! I ,. , .I II� I '!Lr l `..S3os n tl :,• AlexSpyrou Ilol I o c. _ ,u of AES Engineering Ol �- + n= b 630 Fifth Avenue,Suite 2000 :.•I ; °* a 57 1 `� I I + 1 1 .Igo�f I i r 1 *a I N. New York,New York .lyl�'1'I ` '.l 9 ...I 11 HER'S Rater: Tom Baccarella ; NY Building Technology Group ij _I s va 159 Route 25A - I l I I 1 I r I I I 11 •) 1 1 I I 1 i, I - �.—�� I ' 6 - Building 1,Suite B 1 r`• ! ' ' I ''i I �� 4[v�Iffi ' D ^r Miller Place,NY 11764 III 1 I I I I- I III -I .I 1 I I I ,I I I �UO�PJOGE u ry t I I I I 1 �1 I I I I 1 •1 j I �I { .!� n ( 'I - �� ;_j --- I I I I I I I I I I I I III 'I :I I I •I I I I : b. y rl !' 'I Architect of Record: .MIN.f212+6BFLOW- ISAAC - RAE 0tk.MULUGN IJJ 430 Main Street ,'1 r1- ,+ , .., !i .__ - •� 2nd floor Greenport NY 11944 swf • HI. • 'Sw1• -- ;,.i Contact;Isaac Clay Coffey R.A. �.. „..- NYS LIC#039767 T.347-276-6093 E.clay@isaac-rae.com - Project: 3,7-VIs ' IX-95B EAST MARION 17 5,�' zi•;r 325 Bay Avenue,East Marion,NY Project No.: IR-02 SeaVSignature: r SECOND`FLOOR':CEILING'FRAMING PLAN ' SCALE: 1/4'_:I'-O" -PLAN NOTES:'. 1. SEE SHEATHING SCHEDULE 5HT.G•002 FOP'WA114 FLOOR SNEATt11NG" 2 .FOR:HEADER"fi"SITES SEE SCHEDUI E SHT.G 002 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 23'-T 4 5 - 7 9 _ u THIS APPLICATION ISRPROVED ONLY FOR WORK OTNER 11fATTERS SHOWN ARE NOTTO BE RELIED UPON.OR 1 � ; I"' , i rL•i �� } ' ' t i `E T 7_ r 0 BE CONSIDERED AS EITHER BEING APPROVED OR IN -I r 7— r---"----- T�—r —i�-�J` :I 1 I I ! I I •I I J ' ` 1 •-—— '•I I ,`I I �' I 'I.� .I r '1. I = ACCORDANCE WITH APPLICABLE CODES, I I I I l i l J l I P - �_�aJ I 1 tNlc' lu I` -1 1 .t C consonants: 1 Surveyor: L;_ l ". j .5.305 .�i I \"s '� I t` "� t I 1 I Ken W ochuk I I I f' 1 P.O.Box 153 I Aquebogue,NY 11931 jr i 1-1_I r 7 1 - --j I '� 7r - 1 l- Structural Ennineer: Alex_ _ Spyrou I r------ - ,----I �� I ! t , I I•'I I°___ 31 . ..r-_ =. Engine szos �� __� I AES Engineering i r J ! t 1 I 1 630 Fifth Avenue,Suite 2000 % _J L _ __ __ I e 6 o c 7 s rz MCH 7 s(z Prrcn -1 New York,New York 7 _ _ HER'S Rater: Tom Baccarella _i "-- - - E NY Building Technology Group i -----; -- ---_ I I �� p ssos 1:''1 u,; 159 Route 25A - I I-� Building 1,Suite B Miller Place,NY 11764 1. ,. 'SI II r7 I, II __— y� .:11" - t I 9 Architect of Record: ' r I SAAC - RA E - '- I ( + ;: �.� , •- 430 Main Street �., t ° �I� I r :1:•.`f'_I� .L -f,.. Green�oort NY 11944 I r I I I -----5-'-- ----"--'------ ---i--------"--- r---i-T---- I: T -I -I-•�,'.. t Contact Isaac Clay Coffey R.A. NYS LIC#039767 �. Project: 347 2- � ��• , ,,�:. 76 6093 E.clay@isaac-rae.com EAST MARION / .....-•-- --.- 325 y Avenue,East Man Y - Bay A ue E 'on N Project No.: IR-02 Seal/Signature: ROOF.FR�4MING PLAN K W�NOTE5: ' I.. $EE�hEATBINGSCt1EDUlE SHt:G-002 FORRObF StiFATHING'• Generated by REScheck-Web Software Compliance Certificate Project ADDITIONS TO: 325 Bay Avenue Energy Code: 2018 IECC Location: Greenport, New York Construction Type: Single-family Project Type: Addition Climate Zone: 4 (5572 HDD) Permit Date: Permit Number: Construction Site: Owner/Agent: Designer/Contractor: 325 Bay Avenue Isaac-Rae Architecture&Design Tom Baccarella East Marion, NY 11939 11575 Main Bayview Road NY Building Technology Group Southold, NY 11971 159 NY 25A (347)276-6093 West Building, Suite B margot@isaac-rae.com Miller Place, NY 11764 631-495-0289 Info@NYBTG.com .Cpfi�:pliianicet Pagsds using UA trade-off Compliance: 2.3%Better Than Code Maximum UA: 434 Your UA: 424 Maximum SHGC: 0.40 Your SHGC: 0.32 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 Assembly or Cavity Cont. Prop. Req. Prop. Req. Ceiling-vaulted R30 LD foam: Cathedral Ceiling 745 30.0 0.0 0.034 0.026 25 19 Ceiling-Flat Roof-R30 LD foam +Taper: Cathedral 60 30.0 3.2 0.031 0.026 2 2 Ceiling Wall to amb-2" Flash and Batt:Wood Frame, 16" 1,850 27.0 0.0 0.051 0.060 50 59 D.C. Door SLGdoor total: Glass Door(over 50%glazing) 144 0.320 0.320 46 46 SHGC: 0.32 Window DH total wall to amb:Wood Frame 244 0.320 0.320 78 78 SHGC: 0.32 Window fixed total:Wood Frame 98 0.320 0.320 31 31 SHGC: 0.32 Window Glass Connector:Wood Frame 90 0.320 0.320 29 29 SHGC:0.32 Window DH Total Walkout:Wood Frame 55 0.320 0.320 18 18 SHGC:0.32 Window DH total wall to amb:Wood Frame 244 . 0.320 0.320 78 78 SHGC:0.32 Walkout Wall to amb:Solid Concrete or Masonry 339 14.0 0.0 0,080 0.087 26 28 Door solid total:Solid Door(under 50%glazing) 18 0.200 0.320 4 6 Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 1 of10 Cont.Assembly Gross Area Cavity Prop. walkout slab: Slab-On-Grade(Unheated)Insulation depth: 2.0' 42 10.0 0.700 0.700 0 0 Basement Wall to amb:Solid Concrete or Masonry Wall height: grade: 6.0' Depth below grade: 465 0.0 14.0 0.052 0.059 22 25 Insulation depth: 8.0' Window-Egress:Wood Frame SHGC:0.32 48 0.320 0.320 15 15 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. Tom Baccarella 09/07/2022 Name-Title S re ' Date 1 Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 2 of10 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. Se 1' 25 �� >} • ' t K n ' �~`'#�' Pre Ihspect�onJPlaRlRevi+ew Plans 1fer�f�ed-" f{Field Ver'i#eed�� ,ti Curnplies2 ' Corr+meeats/Assetimp#inns x ry a ValuE TP, {/abFie i i 103.1, Construction drawings and ❑Complies ;Requirement will be met. 3 103.2 !documentation demonstrate ` X,r,4 Fe,�% �+❑Does Not [PRJ]1 energy code compliance for the .,) - g1sf$ • 3.; A❑Not Observable }building envelope.Thermal s y $w xu i envelope represented on 4 � er ' Ya '❑Not Applicable ;construction documents. 103.1, ,Construction drawings and � �� g 4[' ,A❑Complies Requirement will be met. a5�, L R-w..,v '" C "*x'�.'$ 9 103.2, documentation demonstrates rW f r r k t t s w❑Does Not 403.7 energy code compliance for ❑Not Observable [PR3]1 'lighting and mechanical system-. ,.,,,,,,,-,',. 1 V� r C❑Not Applicable Systems serving multiple i 5' a`rt � ' r pp ;dwelling units must demonstrate ;compliance with the IECC 'Commercial Provisions, 3QZ 1 Heating and cooling equipment is. Heating: ~Heating: ;❑Complies !Requirement will be met. 403 7 3 sized per ACCA Manual S based Btu/hr Btu/hr ;❑Does Not on loads calculated per ACCA Cooling: Cooling: ;❑Not Observable Manual J or other methods Btu/hr Btu/hr !approved by the code official. ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2'f Medium Impact(Tier 2) : . Low Impact(Tier 3) Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 3 of10 402.1.2 :Slab edge insulation R-value. R- R- �E]Complies See the Envelope Assemblies [FOJ]1 table for values, El Unheated E] Unheated EDoes Not Heated E] Heated '[]Not Observable �;E]Not Applicable 402.1.2 1 Slab edge insulation ft ft :DComplies See the Envelope Assemblies table for values. [F0311 depth/length. �L_]Does Not !E]Not Applicable 402.1.1 ;Conditioned basement wall R- R-_ ![]Complies ;.See the Envelope Assemblies :table for values. [F04]1 !insulation R-value.Where interior; !F-]Does Not ;insulation is used,verification IE]Not Observable !may need to occur during ` Insulation Inspection. Not �E]Not Applicable required in warm-humid locations !in Climate Zone 3. 303.2 iConciltioned basement wall Complies Requirement will be met. [FO5]1 insulation installed per E]Does Not !manufacturer's instructions. ,[-]Not Observable _,'3EINot Applicable 402.2.9 Conditioned basement wall ft ft ElComplies ;See the Envelope Assemblies table for values. [F06]1 ;insulation depth of burial or ';E]Does Not :distance from top of wall. ZINot Observable :E]Not Applicable protective covering is installed p,otect exposed exterior JDoes Not not applicable. 'insulation and extends a of 6 in. below grade. ble ,,,,E]Not Applicable Exception: Requirement is 03-i9i,�,-- Snow-and ice-melting system Complies controls installed. E]Does Not ;not applicable. Not Obser vable E]Not Applicable AdditionaUCommemts/Asmmptioo : I I High Impact(Tier 1) Medium Impact(Tier 2) 1'�$]Low Im pa:c:t�(Mer 3)� Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 4oflU plans VerifiedFtetd 1Jer�fiet7 # Framing/Rough to Inspettiott Value Value ComPl�es� CommetttslAs5umptions ` .... .,.. 1,r .. .err. ... ... ... .... ... ... 402.1.1, Door U-factor. % U-_ U- ;❑Complies ;See the Envelope Assemblies 402.3.4 ❑Does Not ;table for values. [FR1]1 ;❑Not Observable ❑Not Applicable 402.1.1, ;Glazing U-factor(area-weighted U- U- ;❑Complies ;see the Envelope Assemblies 402.3.1, laverage). ❑Does Not 'table for values. 402.3.3, 402.5 s T❑Not Observable [FR2]1 ;01\lot Applicable 303.1.3 U-factors of fenestration products¢ 4 ' ��a= fi ❑Com lies !Requirement uirement will be met. 1 4S a *X"q. Lr ari y .+�„ 7x, p q [FR4] are determined in accordance 4 j xy ❑Does Not !with the NFRC test procedure or ❑Not Observable :taken from the default table. 4 = a Ana`❑Not Applicable 402.4.1.1 ;Air barrier and thermal barrier ❑Complies Requirement will be met. [FR23]1 installed per manufacturer'sh` ❑Does Not instructions. ❑Not Observable ❑Not Applicable 402.4.3 'Fenestration that is not site built r rKz s ❑Complies Requirement will be met. [FR20]1 is listed and labeled as meeting r tf,,Yn .,❑Does Not AAMA IWDMA/CSA 101/I.S.2/A440 I�ti P ;v ; or has infiltration rates per NFRC �Lt s� K ❑Not Observable ; []Not Applicable 400 that do not exceed code w� u t •r} PP h •11�' n:i limits. 402 4 5 " IC-rated recessed lighting fixtures 'its �� }`:'❑Complies ;Requirement will be met. [ R16]Z 'sealed at housing/interior finish ';❑Does Not ;and labeled to indicate<_2.0 cfms ❑Not Observable < F leakage at 75 Pa. l s ❑Not Applicable 403.3.1 ;Supply and return ducts in attics f❑i `q, }} ' �' z Complies ;Requirement will be met. [FR12]1 -insulated >= R-8 where duct is . n ❑Does Not >= 3 inches in diameter and > } y , R-6 where<3 inches.Supply and ❑Not Observable return ducts in other portions of rt "'''�� b h' %}❑Not Applicable j � tzr ;the building insulated >= R-6 for rx rs� t � "�>9 r� diameter>= 3 inches and R-4.2f ;for<3 inches in diameter. 403.3.2 1 Ducts, air handlers and filter ;'` a 7 ❑Complies ;Requirement will be met. [FR13]1 !boxes are sealed with Ztsr_n' ❑Does Not joints/seams compliant with International Residential Code, as tom; .i iryh j � ' �' " � ❑Not Applicablee , �, '� applicable. ,: {•Y � :r � ; .,s 3 403 35, 'Building cavities are not used as r `� ��k; '' ❑Complies ;Requirement will be met. [F1115]3— ducts or plenums. a❑Does Not r #❑Not Observable �. v❑Not Applicable 1 High Impact(Tier 1) 2_;Medium Impact(Tier 2) 3 Low Impact(Tier 3) Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 5 of10 �5ect�o0 Plans Vetif�ied Field Verified{ `, Gomphes�r CammentslASSUm bons - # Framin Itoa h In Ins ect�on ` Si:Req:IQ'Q li VcllUe' 1/dldlt+ i 403 3 3 ;'-;Ducts declared to be within the , 3r: l; l '.{<k �r ❑Complies ;Requirement will be met.` [FR28] conditioned space are either 1) ❑Does Not ;completely within the continuous �3 air barrier and within the building � .z ❑Not Observable .:thermal envelope,2) buried � �_ � � � �'�❑Not Applicable -;within ceiling insulation in a�r •�,��`'��"s �``t � ;��-uc is^� ct' ti d :accordance with Section ; ryh�� F Wsr ; R403.3.6 and the air handier isrt; located completely within the '.?continuous air barrier and within the building thermal envelope and the duct leakage is <= 1.5 -'Icfm/100 square feet of ;conditioned floor area served by ;the duct system, or 3)the ceiling �rLL r T dinsulation R-value installed ';against and above the insulated duct>=to the proposed ceiling �M tinsulation R-value, less the R- , Ivalue of the insulation on the 403 4.rY: HVAC piping conveying fluids R-_ I yR- ;❑Complies Requirement will be met. [FR17]z ;above 105 °F or chilled fluids I ;❑Does Not s ` ;below 55 °F are insulated to >_R- y j f fg ❑Not Observable ' ;❑Not Applicable 403.4.1 'Protection of insulation on HVAC ��` i i t' �� ' , 4;` )44❑Complies ;Requirement will be met. [FR24]1 !piping. ❑DOeS Not ❑Not Observable ONot Applicable 4;03 5 3 Hot water pipes are insulated to R- R- ;❑Complies `Requirement will be met. jFR78]?" >R-3. ❑Does Not r r ;❑Not Observable 4 '❑Not Applicable 4U3 6 Automatic or gravity dampers areat �❑Complies Requirement will be met. tFR1912 y installed on all outdoor air �; �,� '4'z ' ❑Does Not q s� ;intakes and exhausts. ❑Not Observable ;* ❑Not Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) 2' Medium Impact(Tier 2) -:1.1 Low impact(Tier 3) Project Title:ADDITIONS TO: 325 Bay'Avenue Report date: 09/07/22 Data filename: Page 6 of10 Ui i�ifi` 5V t"Se All installed insulation is labeled LJComplies Requirement will be met. or the installed R-values UDoes Not provided. E]Not Observable E]Not Applicable 402.1.1, ;Wall insulation R-value. If this is a; R- R- flComplies See the Envelope Assemblies 402.2.5, 'mass wall with at least 1/2 of the ❑ Wood F-1 Wood TIDoes Not table for values. 402.2.6 Iwall insulation on the wall E] Mass El Mass [IN3]1 ;exterior,the exterior insulation �E]Not Observable E] Steel ❑ Steel !E]Not Applicable !requirement applies(FRIO). 303.2 Wall insulation is installed per omplies !Requirement will be met. [IN4]1 !manufacturer's instructions. ry* DDoes Not �E]Not Observable �01\lot Applicable Additional Comments/Assumptions: 1 High Impact(Tier 1) Medium Impact(Tier 2) 1:.4 Low Impact Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 7 of 10 - # Pinarll Atspectiarli Pr+ov�is�ot�s ' � � � `, a �at�ue�'�' j Cor»plre�?r � CornmentslAssumptia�s , 402.1.1, ;Ceiling insulation R-value. R- R- ;❑Complies ;see the Envelope Assemblies 402.2.1, ;❑ Wood '❑ Wood '.❑Does Not ;table for values. 402.2.2, ❑ Steel ❑ Steel ;❑Not Observable 402.2.E[FI1] ❑Not Applicable 303.1.1.1„Ceiling insulation installed per � � ,r � yt4� � ❑Complies Requirement will be met. 303.2 manufacturer's instructions. F4; � _ �` y ��,* ❑Does Not [FI211 !Blown insulation marked every .300 ft2. § r e�x �s❑Not Observable ; > r �ar $�ytrtn❑Not Applicable 4Q2 Z 3 ;Vented attics with air permeable ±' ` x� '❑Complies Exception: Requirement is P � s 2 j�l2�2 1 insulation include baffle adjacentx '❑Does Not :not applicable. �X tosoffit and eave vents that Fa, ❑Not Observable extends over insulation. sr -❑Not Applicable 402.2.4 ';Attic access hatch and door R- ; R- ;❑Complies ;Requirement will be met. [FI311 I insulation>_R-value of the ❑Does Not adjacent assembly. ,❑Not Observable i❑Not Applicable 402.4.1.2 !Blower door test @ 50 Pa. <=5 ACH 50 = ACH 50 = ;❑Complies ;Requirement will be met. [FI17]1 ach in Climate Zones 1-2,and ;❑Does Not <=3 ach in Climate Zones 3-8. ':.❑Not Observable (❑Not Applicable 403.3.3 Ducts are pressure tested to cfm/100 cfm/100 ;❑Complies <Requirement will be met. [FI2711 `:determine air leakage with ft2 ft2 ❑Does Not ;either: Rough-in test:Total leakage measured with a '❑Not Observable pressure differential of 0.1 inch i❑Not Applicable iw.g.across the system including ;the manufacturer's air handler enclosure if installed at time of ;test. Postconstruction test:Total leakage measured with a pressure differential of 0.1 inch i w.g. across the entire system including the manufacturer's air ;handler enclosure. 403.3.4 !Duct tightness test result of<=4 ; cfm/100 cfm/100 ;❑Complies ;Requirement will be met. [FI4]1 +cfm/100 ft2 across the system or j ft2 ft2 ❑Does Not <=3 cfm/100 ft2 without air F handier @ 25 Pa. For rough-in ❑Not Observable (tests,verification may need to �❑Not Applicable occur during Framing Inspection. 403.3.2.1 `Air handler leakage designated ` �� s❑Complies 'Requirement will be met. [FI2411 by manufacturer at<=2%of ❑Does Not ;design air flow. F i ❑Not Observable ❑Not Applicable 403 tl 'Programmable �thermostats ' ' ' p q;; �,�� "=��, ��,r� ❑Com lies ;Requirement will be met. a .t .r * a'Y s S i [Ft9}��1'= +installed for control of primary ,� ',�� , ❑Does Not j ' heating and cooling systems and # x ` initial) set b manufacturer toy � ❑Not Observable ; specifications. a, x; h'codes PP . � f❑Not Applicable P ..• a�`-'s.*.A�y s�r 1:..Yr..4 4031 2 "Heat um thermostat installed �� ' ❑Com lies :Requirement will be met. � pump �; r5�� x=3�� '�-, �; Ott�"�s�s p q L�Fi aj2 on heat pumps. �� `` f V �AE]Does Not '}� I �r � sx; Y , []Not Observable ❑Not Applicable s � =;Circulating service hot water t� �,,.��, �r`�' .' ',;'",, ''`*�,� �� r� ❑Complies ',Requirement will be met. (Fllk}a y systems have automatic or ❑Does Not x M ,accessible manual.controls. u, � � a • ❑Not Observable r .�: ' ,t..:i �as�. � ,a��N�'{�'+'�s` -.,�u',.�.ff�.��"�a.d ❑Not Applicable 1 High Impact(Tier 1) ;FZ Medium Impact(Tier.2) 3;: Low Impact(Tier 3) Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 8 of10 Sectron i: Pld�s�/er�fred " <Fieltl Verafied_ # � Final Inspection Provisions �-�Value •' ' Value CompUes? CommentslAsswmptrons :&•''Reg li)> < a;,. � u:,<_ , �< � x 4b3 6 c'All mechanical ventilation system i t ! rib 4 ' r�❑Complies ;Requirement will be met. [Fi25]� -';fans not part of tested and listed ` ' „^'� ti trs+ �'> ;„❑Does Not HVAC equipment meet efficacy ` + s „� rand air flow limits per Table sxf ;,i❑Not Observable ,6 R403.6.1. ; r °, {a,, i. r;} �` {: :�❑Not Applicable 40,2 ,Hot water boilers supplying heat F ❑Complies Requirement will be met. [Fi26]z j <�through one-or two heating f ❑Does Not ; F'<systems have outdoor setback3 ; s5 control to lower boiler water tx yet �} Y 4 <c31x 2 ^m� y,g❑Not Observable temperature based on outdoor € � V + ,� x K��t� y? f.❑Not Applicable temperature. P f ;.%� ;,.�,ate, :.•�r y�..< 4q3 5 Z 1' Heated water circulation systems &fk Complies ;Requirement will be met. [FI28]2 z+have a circulation pump.The § ids r15 r ❑S s l , Does Not system return pipe is a dedicated r _ ,r`., r r t Y ' i return pipe or a cold water supply i `�a { � �41 +Yy❑Not Observable f' .!pipe. Gravity and thermos- i x z° s f'x 't Q. t" ;h ❑Not Applicable Ssyphon circulation systems area a not present.Controls for <, a Jcirculating hot water system � � pumps start the pump with signal > � ��' Yf 'for hot water demand within the .,;occupancy. Controls automatically turn off the pump when water is in circulation 16op is at set-point temperature and L fi 3P 's s no demand for hot water exists Electric heat trace systems ?s❑Complies ;Exception: Requirement is {F129]z comply with IEEE 515.1 or UL a#:IIDoes Not not applicable. 515. Controls automatically `? k adjust the energy input to the F "? s K' ;;4 , ❑Not Observable s heat tracing to maintain the ' �� '�,T r fi 3 w ,`j,, � '❑Not Applicable ,desired water temperature in the ' M,star' piping. y`{� " k ❑Com ; Requirement is 403 5 2 Demand recirculation water p li'es Exception: {FI30]a� systems have controls that tty r ° Y S ❑Does Not ;not applicable. manage operation of the pump '-!�'TF []Not Observable ; and limit the temperature of the water entering the cold water ;x`' {` 4 ti �� j �� ` ❑Not Applicable �q piping to <= 104°F. 403 5 4 Drain water heat recovery units ❑Complies :Exception:Requirement is [F131]a {tested in accordance with CSAkL ❑Does Not ;not applicable. 655.1. Potable water-side K� s'rr 7 pressure loss of drain water heat R ❑Not Observable recovery units < 3 psi for 4 a � r 5r r ,) ; i❑Not Applicable } individual units connected to onee } ��r ?yx`�t or two showers. Potable water- aside pressure loss of drain waterh� r *< t ,� heat recovery units <2 psi for t' �¢; ' .fir'„ � s , individual units connected to4 Ry Vl h ,ZA„{three or more showers. 404.1 i 90%or more of permanent { �' ,' , 4 r x ti' ❑Complies ;Requirement will be met. F16 fixtures have high efficacy lams ` ? �} h ' [ ]1 9 Y P � €' Q�.r� ''�F ;fi'r r`��`�" ❑Does Not []Not Observable ; ❑Not Applicable 4041 1 i Fuel gas lighting systems haveb il ' "r - �� r ❑Complies ,Exception: Requirement is [F123] continuous pilot light. • .� ❑Does Not !not applicable. ❑Not Observable ❑Not Applicable s um ' ` `� * M❑Complies :Requirement will be met. 401 3 � Compliance certificate posted. F �� k q?r �"` ",�,r�" , [FI7,]2 ❑Does Not ; -TI E]Not Observable 1 PP jv':❑Not A licable 1 High Impact(Tier 1) '=2` Medium Irppact(Tier 2) _0 Low Impact(Tier 3) Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 9 of10 ..Sec .fans oit! 6 FiIa PT c64i, u C'.Re ID 3Q3 3 ;Manufacturer rer manuals for ElComplies ;Requirement will be met. , . - 118)3, ',mechanical and water heating OlDoes Not I systems have been provided. E]Not Observable ]Not Applicable Additional Comments/Assumptions: I I High Impact(Tier 1) ;2-J Medium Impact(Tier 2) 3--J Low Impact(Tier 3) Project Title: ADDITIONS TO: 325 Bay Avenue Report date: 09/07/22 Data filename: Page 10 of10 Irn _ c- o Design Professional's Certification Required. I MAR 1 b 2023 Submit P.E. or R.A. Certification For87i '% 1e Installation and Construction of the Sewage Disposal System '�Ft Use Form WWM-073 )WELLING WITH R OVER 150' OSED SEPTIC ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN ARE THE PROPERTY OF ISAAC-RAE LLC IN ACCEPTING THIS INFORMATION YOU AGREE NOT TO REPRODUCE OR CONSTRUCTJT,IN WHOLE OR PART, WITHOUT THE EXPLICIT WRITTEN PERMISSION OF ISAAC-RAE LLC Project: EAST MARION 325 Bay Avenue, East Marion, NY Project No.: R-02 Seal/Signature: SCTM 1000-31 - 10-11 � ARC o p LLJ LL co Cl) I ® D- = 0 >- N W T 3g76� AO ® z ® F�F NEB C) LU o `i co Lu L- U) O Lu F- L a co > J Q� ��Lyuu 0 2 L>_ < Date: Scale: �y a- LL ® AS NOTED LU N W Drawing Title: 0 0 N x x PROPOSED SITE PLAN L)) U- CD `NI Q O pC W O O fr ULL Q[ U— Drawing No.: �— n nnn i NOTES 325 BAY AVE , DRAWING ISSUE DATE ISSUED Ft SYMBOL LEGEND FEMA NOTE No. DA THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE 1 4/27/202 SD Floor Plan ) EAST MARICJN , NY 11939 2 FLOOD E,LEVATIONS. _ _ SCTM#: 1000-31 - 10- 11 3 1 SECTION NUMBER 1 DOOR NUMBER S1 SHEET NUMBER � (SEE DOOR SCHEDULE) � 5 ENERGY CODE STATEMENT OF COMPLIANCE TO THE BEST OF MY KNOWLEDGE, BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS COUNTY SUFFOLK 6 _ WINDOW NUMBER IN COMPLIANCE WITH NYS 2020 ENERGY CODE. RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS 7 DETAIL INDICATOR 0 (SEE WINDOW SCHEDULE) SUBMISSION �,� ;,_ TAX MAP NUMBER 100.000-0031-010.011 8 g VILLAGE EASTMARION 10 1 DETAIL NUMBER -1 1 ) - COLUMN NUMBER S1 - SHEET NUMBER ��/ GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BLOCK 1 11 _ 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NYS BUILDING CODE AND WILL °r ti4 LOT 25.4 - COMPLY WITH 2O20 NYS RESIDENTIAL CODE SUPPLIMENTAL REQUIREMENTS, AND THE BEST TRADE � � DRAWING REVISIONS REVISION CLOUD MARKER - DETAIL CLOUD MARKER z}5 r„ I PRACTICES. � ,��s, �,� � ,�. ,..�a ��, � NUMBER OF FLOORS 2 - 2. CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE :, �� a DATE REVISION N0. SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS x w, LOT AREA .47ACRES OR 20264 SQFT 1 +O.O LINE INDICATING WORK. THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS 2 LEVEL INDICATION - OBJECTS ABOVE ALLOWABLE BUILDING COVERAGE �� 3 --- EXECUTION. NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR � ,,�� ' � 4,052SQFT OR 20% +o.o - Note:fo'-D^]=+ DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE. THE - LINE INDICATING 4 --_ - OBJECTS BELOW CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE. VERIFY ALL EXISTING ROOFED BUILDING COVERAGE CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE w" 2,026 SQFT 5 A - ARCHITECT. PROPOSED BUILDING COVERAGE 2,661 SQFT 6 1❑ - WALL TYPE CABINET MARKER 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE 7 PROJECT SITE WITH THE OWNER AND ARCHITECT. THE .Y` ZONING PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS R 40 8 DONE IN ACCORDANCE WITH THE APPROVED PLANS. ZONING MAP g 4.BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF EASTMARION 10 INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES LANDMARK DESIGNATION NONE 11 REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE HISTORIC DISTRICT 12 CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED NO THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. BUILDING HEIGHT THIS APPLICATION APPROVED ONLY FOR WORT 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT, OBTAIN PERMITS AND ERECT TEMPORARY 27 FT INDICATED THE APPLICATION SPECIFICATION CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY. ALL MACHINERY, TOOLS, CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE OTHER MATTERS SHOWN ARE NOT TO BE RELIED TO BE CONSIDERED AS EITHER BEING APPROVED SERVICE LINES AND CONDUITS SHALL BE GUARDED, SHIELDED OR BARRICADED TO PROVIDE SAFETY AND TO PREVENT CONTACT WITH PUBLIC. OCCUPANCY USE GROUP DANCF�iTN APp�i-rQa�E CQDES - 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS, GROUNDS AND RESIDENTIAL R 2 PROPERTY AND PROTECT THE SAME FROM INJURY ACCESSORY OCCUPANCY USE GROUP 8.CONTRACTOR SHALL DETERMINE LOCATION, PROTECT AND SAFEGUARD ALL UTILITIES ON AND ADJACENT TO SITE. SPRINKERS SYSTEM - 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED NONE Consultants: AS A RESULT OF CONSTRUCTION FOR THIS WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT Surveyor: ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL SHEET# SHEET NAME number Ken Wyochuk COMPLETION. P.O. Box 153 11. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. S-302 Unnamed AgUebogUe, NY 11931 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL S-308 Unnamed ust provide Manuals AUTHORITIES ]� J Structural Engineer: 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND S-309 Unnamed and S as per MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA.THE CONTRACTOR SHALL DESIGN AND T-001 TITLE SHEET 1 NYS Energy Code Alex Spyrou INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE APPRO�JED AS NOTED AES Engineering CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR P101 .00 Water Riser Diagrams 2 DAT B.P.; �� 630 Fifth Avenue, Suite 2000 -- DURING THE EXECUTION OF THE WORK. # 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED P102.00 Sanitary Riser Diagram 3 New York, New York FOR OTHER TRADES iSPRINKLER, MECHANICAL, PLUMBING, ELECTRICAL, ETC.). P103.00 PLUMBING FIXTURE SCHEDULE 4 I-E`' BY' - _ 15.SPRINKLER, MECHANICAL, PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS NOTI Bl)sLC3,fJ�, C.;-/�`z I E:N; A Blower door HER'S Rater: LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- A-OOO P'ROP�SED SITE PLAN 5 765 1802 S A,1M, T O 4 I"'M RDFa f{= and ductwork FOLLOWING INSPEC T� r,; Tom Baccarella OFFS A-001 EXISTING PLANS 6 testing required. NY Building Technology Group 16.THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF 1. FOUNDATION T ,EI�UIRI J -- THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE A-100 PROPOSED PLANS - BASEMENT 7 FOR POURED CC I NC,REll E 159 Route 25A THE JOB. A-101 PROPOSED PLANS - LEVEL 01 & 02 g 2. ROUGH - FRAMIN,� & PLUMP',,'G Building 1 , Suite B 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY 3. IN ULATiON PLUMBER CERTIFICATION Miller Place, NY 11764 CAPPED OR PLUGGED. A-102 PROPOSED PLANS - ROOF 9 4. FI AL - CON TRI.JCCTIOIv MUST ON LEAD CONTENT BEFORE 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE A-1 10 PROPOSED RCP - BASEMENT 10 OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN BE COME L+-EE r�'`K HAL CERTIFICATE OFOCCUPANC�t' MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE A-111 PROPOSED RCP - LEVEL 01 & 02 11 � OtdSTRUCT SHALL MEET THE SOLDER USED W WATER CONTRACTOR 'CO THE OWNER. IREMENTS OF THr CODES of N `'`' SUPPLY SYSTEM CANNOT 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF A-200 PROPOSED ELEVATIONS 12 YOR STATE, NOT RESPONSIvt.E SKILL, QUALITY AND COMPLETENESS A-201 PROPOSED ELEVATIONS i 3 DESIGN OR CONSTRUCTION EI'Rut ''>, EXCEED 2/1.0 OF 1% LEAD. Architect of Record: 20.THE CONTRACTOR; UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR DEPARTMENT OF BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. A-300 EUILDING SECTIONS 14 ' SAAC - RA E 21. NO WORK SHALL BE DONE, EXCEPT BETWEEN THE HOURS OF 7:00 A.M.AND 5:00 P.M. MONDAY A-301 WALL SECTIONS 15 PLC11V1£31[ ! , THROUGH FRIDAYS. EXCEPT AS OTHERWISE AGREED TO, NO WORK SHALL BE DONE ON SATURDAYS, ALLPLUMBING WAStE 430 Main Street SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE A-400 KITCHEN DETAIL PLAN 16 COMPLY WITH ALL CODES OF &WATER LINES NEED 2nd floor 1' DISTURBING To BUILDING OCCUPANTS SHALL BE DONE BEFORE 10:00 A.M. A-401 NIASTER SUITE DETAIL PLAN 17 NE YORK STATE & TOWN O(�[)E E�ING BEFORE COVERING, Greenport NY 11944 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS OUTLINED IN THE ALTERATION AGREEMENT A-402 NIASTER SUITE ELEVATIONS 18 AS R OD'R°=D AND CONDITIONS OF Contact; Isaac Clay Coffey R.A. A-403 WC DETAIL PLANS 19 NYS LIC#039767 SITE PROTECTION PLAN: A-404 WC DETAIL PLANS 20 All exterior lighting T. 347-276-6093 E. cla @isaac-rae.c Ir��9D��D Y�...�, rr �Ia�� installed,replaced or A-405 WC DETAIL PLANS 21 r�`,•� NTRUSiEES Project: 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE repaired Shall Conform A-406 INTERIOR STAIR DETAIL PLANS 22 ', to Chapter172 EGRESS AS REQUIRED BY NEW YORK STATE, SOUTHOLD TOWN AND SUFFOLK COUNTY *� ��- hj f ft �� EAST MA R I O N 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECT TO OCCUPIED A-407 EXTERIOR STAIRS DETAIL PLANS 23 of the Town Code DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL A-500 MILLWORK DETAILS 24 BE STRICTLY OBSERVED. 325 Bay Avenue, East Marion, NY 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF A-501 INTERIOR DETAILS 25 ')CCL PANCY OR DUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OF SANITARY A-502 WINDOW DETAILS 26 FACILITIES, AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. JSE IS3 UNLAWFUL Project No 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW A-600 SCHEDULES 27 - RELATING TO LEAD AND ASBESTOS, AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT VITN UT CERTIFICAT IR-02 MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING DF O CUPANCY Seal/Signature: MAINTENANCE CODE,AND, WHERE APPLICABLE, THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR RETAIN STORM WATER RUNOFF _ CONTRACTED WORKERS 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH PURSUANT TO CHAPTER 236 �Pgvj'dc ��D��C'CO Y tis CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT OF THE OV`V`N{ CODE. 0 G G CQ FEDERAL HOLIDAYS pl� W 7.MAINTAINING ESSENTIAL SERVICES.WHERE HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY,OR OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED ICAII.d r THEREIN, THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS a, ,CT - TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE iNSPE CTJO`iREQUIRED, "Tv� tp� REQUIREMENTS OF SOUTHOLD TOWN &SUFFOLK COUNTY. IF A DISRUPTION OF ANY SUCH SERVICE IS `i'`'' 397rQ ANTICIPATED DURING THE WORK, THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF 1 �O SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, l 7i�� MAR 2UZ3 T QF P1E� INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH 1 DISRUPTION. 1s9 ° fiOT • 3 V 0PSU HMO ABREVIATIONS AFF ABOVE FINISHED FLOOR CL. CLOSET EL. ELEVATION B.O. BY OTHERS/OWNER LAM. LAMINATE N.I.C. NOT IN CONTRACT R.A. RETURN AIR TEL. TELEPHONE A.P. ACCESS PANEL COL. COLUMN EMER. EMERGENCY GL. GLASS L.V. LOW VOLTAGE NO. NUMBER REV. REVISE/REVISION T.B.D. TO BE DETERMINED Date: Scale: - ACOUS. ACOUSTICAL CONC, CONCRETE EQ. EQUAL GRL. GRILLE MAIL MATERIAL O.C. ON CENTER R.O. ROUGH OPENING TYP. TYPICAL AS NOTED ADJ. ADJACENT CONST. CONSTRUCTION EXI PT. EQUIPMENT GFI. GROUND FAULT INTER. MAX. MAXIMUM OPNG OPENING SCHED. SCHEDULE U.O.N. UNLESS n A/C AIR CONDITIONING CONT. CONTINUOUS EXIST. EXISTING GWB GYPSUM WALLBOARD MECH. MECHANICAL OPP./OPH OPPOSITE/OPPOSITE HAND SECT. SECTION OTHERWISE Drawing Title: LO AL. ALUMINUM DTL DETAIL EXT. EXTERIOR HNDRL. HANDRAIL MTL. METAL PTD. PAINTED SHT. SHEET NOTED TITLE SHEET APPROX. APPROXIMATE DIM. DIMENSION FIN FINISH HDWD. HARDWOOD MIN. MINIMUM PARTN. PARTITION SIM. SIMILAR V.I.F. VERIFY IN FIELD o ARCH. ARCHITECTURAL DR. DOOR FIN.FL. FINISH FLOOR HVAC HEATING,VENT.&A/C MISC. MISCELLANEOUS PL PLASTER SC SOLID CORE VT/VCT &i BLKG BLOCKING DBL. DOUBLE FPRF. FIREPROOF H.M. HOLLOW METAL MLDG. MOLDING PLYWD.,PLY PLYWOOD SQ.FT. SQUARE FOOT VINYL cY) DN. DOWN MTD. MOUNTED POS. POINT OF SERVICE COMPOSITION TILE -- - CLG. CEILING S.C. SELF-CLOSING HORIZ. HORIZONTAL S.STL. STAINLESS STEEL WI WITH Drawing No.: o C.H. CEILING HEIGHT DWG• DRAWING FL. FLOOR IN. INCHES MUL. MULLION QTY. QUANTITY STD. STANDARD N _ - EA. EACH NOM. NOMINAL REC. RECESSED W/O WITHOUT CL. CENTER LINE FLUOR. FLUORESCENT INSUL. INSULATION STL. STEEL WD, WOOD *- C.T. CERAMIC TILE ELEC. ELECTRIC/ELECTRICAL FT. FOOT/FEET J.B. JUNCTION BOX N.A. NOT APPLICABLE REQ'D REQUIRED STOR. STORAGE co NOTES r,aENERAL NOTES : NAILING SCHEDULE PLAN Q0NTFNTS- DRAWING ISSUE CONSTRUCTION NOTES: WIND FRAMING NOTES ROOF FRAMING: OCCUPANCY CLASSIFICATION R-15 RESIDENTIAL NO. DATE ISSUED FOR 1). The information within this set of construction documents is related to basic design 1). RIDGE-TO-RAFTER ASSEMBLY: NAIL NAIL BUILDING USE SINGLE FAMILY RESIDENTIAL DWELLING 1 04/27/2021 SD Floor Plan Approval intent and framing details. They are intended as a construction aid , not a substitute 1-1/4" x 20 gauge strap shall be attached to each pair of rafters in accordance to table 3.4. JOINT DESCRIPTION QTY. SPACING NOTES BUILDING HEIGHT (SEE ELEVATIONS) 2 for generally accepted good building practice and compliance with current New York When a collar tie is used in leu of a ridge strap, the number of 10d common nails required3 RAFTER TO 8'WALL:3-8d COMMON EACH State building codes. The General Contractor is responsible for providing standard in each end of the collar tie need not exceed the tabulated number of 8d nails in the strap. TOP PLATE 10'WALL:4-8d COMMDN RAFTER TOE-NAIL TOTAL SQ. FT. OF CONSTRUCTION (SEE PLANS) 4 construction details and procedures to ensure a professionally finished, structurally 5 sound and a weatherproof completed product. 2 . RAFTER-TO-WALL ASSEMBLY: CEILING JOIST 8'WALL:3-8d COMMON EACH �,�, 6 p p p ) TO TOP PLATE 10'WALL:4-8d COMMDN JOIST TOE-NAIL Lateral framing and shear wall connections for rafter, ceiling or truss to top plate shall be in DESIGN CRITERIA SUPPLEMENT: 7 2). The General Contractor is responsible for ensuring that all work and construction accordance to table 3.3. When a rafter or truss do not fall in line with studs below, rafters CEILING JOIST TO AS PER TABLE 3.7 EACH FACE 8 meets current federal, state, county and local codes, ordinances and regulations, etc. or trusses shall be attached to the wall top plate and the wall top plate shall be attached to PARALLEL RAFTER WFCM - SBC LAP NAIL FRAMING ELEMENTS AS PER FLOOR PLANS, CROSS SECTION AND GENERAL NOTES 9 These codes are to be considered as part of the specifications for this building and the to the wall stud with uplift connections. Roofs overhanging the rake side of the building CEILING JOIST LAPS AS PER TABLE 3.7 EACH FACE EXT. BALCONIES 60 10 should be adhered to even if in variance with the plan. shall be connected with uplift connections in accordance with table 3.3c. OVER PARTITION WFCM - SBC LAP NAIL DECKS 40 11 3). Dimensions shall take precedent over scaled drawings. 3). WALL-TO-WALL ASSEMBLY: COLLAR TIE AS PER TABLE 3.4 EACH FACE ATTICS w/o STORAGE 10 12 (DO NOT SCALE DRAWINGS), Wall studs above and studs below a floor level shall be attached with uplift connections in TO RAFTER WFCM - SBC END NAIL ATTICS w/ STORAGE 20 DRAWING REVISIONS accordance with table 3.3b. When wall studs above do not fall in line with studs below, the BLOCKING 2-8d COMMON EACH TOE DESIGN LOAD CALCULATIONS ROOF (GROUND SNOW LOAD) 20 NO. DATE REVISION 4). The architect has not been engaged for construction supervision and assumes no studs shall be attached to a common member in the floor assembly with uplift connectors in TO RAFTER END NAIL (LIVE LOADS PSF) responsibility for construction coordinating with these plans, nor responsibility for accordance with table 3.3. RIM BOARD EACH END ROOMS (OTHER THAN SLEEPING) 40 1 construction means, methods, techniques, sequences, or procedures, or for safety 2- 16d COMMON 2 precautions and programs in connection with the work. There are no warranties for a 4). WALL ASSEMBLY TO FOUNDATION: TO RAFTER END NAIL ROOMS (SLEEPING) 30 3 specific use expressed or implied in the use of these plans. First wall studs shall be connected to the foundation, sill plate, or bottom plate with uplift WALL FRAMING: STAIRS 40 4 connectors. Steel straps shall have a minimum embedment of 7 inches in concrete GAURDRAILS ANY DIRECTION 200 5 5). Refer to the Window and Door schedule for exterior openings. foundation and slab-on-grade, 15 inches in masonry block foundations, or lapped under JOINT DESCRIPTION Qom, SPACNAIL IING NOTES EXPOSURE CATAGORY (DESIGNED FOR CAT.C) 6 the plate and nailed in accordance with table 3.3b. When steel straps are lapped under the 7 6). The General Contractor is to ensure that masonry or prefabracted fireplaces meets bottom plate, 3 inch square washes shall be used with the anchor bolts. Anchor bolt TOP PLATE TO PER FACE NAIL LOAD PATH SEE CONSTRUCTION ANDWIND PATH CONNECTION or exceeds manufacture's specifications and applicable codes. spacing is to be spaced and sized in accordance to table 3.2a. In addition to spacing, TOP PLATE 2- 16d COMMON FOOT SEE NOTE: 1 ROOF - FOUNDATION DETAIL PAGE & GENERAL NOTE PAGE 9 anchor bolts are to be spaced between 6-12 inches from the end of a sill plate and all TOP PLATES AT JOINTS FACE 9 7 . The General Contractor is to consult with the owner for all built-in items 4- 16d COMMON NAILING SCHEDULE SEE GENERAL NOTE PAGE _ 10 ) INTERSECTIONS EA. SIDE NAIL 5). TYPE I EXTERIOR SHEARWALL CONNECTIONS: 11 such as bookcases, shelving, pantry, closets, trims, etc. EGRESS SEE FLOOR PLANS AND WINDOW SCHEDULE Type I exterior shear walls with a minimum of 7/16 inch wood structural panel on the exterior STUD TO 24" FACE m : 12 attached with 8d common nails at 6" o.c. at the panel edges and 12" o.c. in the field, and STUD 2- 16d COMMON O.C. NAIL FIRE PROTECTION Y 8). 130 MPH Wind load requirements shall be taken into account during construction. SEE FLOOR PLANS THIS APPLICATION IS APPROVED ONLY FOR WORK 1/2 inch gypsum wallboard on the interior attached with 5d cooler nails at 7 o.c. at panel HEADER TO 16"O.C. FACE SMOKE & CO2 DETECTORS edges and 10" o.c. in the field shall be in accordance with the length requirements specified HEADER 16d COMMON ALONG EDGES NAILINDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL FOUNDATION NOTES: in table 3.15a-b. TRUSS DESIGN N/A - STANDARD STICK FRAME CONSTRUCTION OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 1). The General Contractor and Mason to review plans, elevations, details and notes to TOP OR BOTTOM 2- 16d COMMON PER 2x4 STUD END ENERGY CALCULATIONS RESCHECK TO BE CONSIDERED AS EITHER BEING APPROVED OR IN determine intended heights of finished floor(s) above typical grade. 6). TYPE if EXTERIOR SHEARWALL CONNECTIONS: PLATE TO STUD 3- 16d COMMON PER 2x6 STUD NAIL ACCORDANCE WITH APPLICABLE CODES. Type II exterior shearwalls shall meet the requirements of table 3.15a-b times the appropriate BOTTOM PLATE TO: CLIMATIC&GEOGRAPHIC DESIGN CRITERIA 2). All footings to rest on undisturbed (virgin) soil, length adjustment factors in table 3.16. FLOOR JOIST, BAND JOIST, 2- 16d COMMON PER FACE NAIL FOOT SEE NOTE: 1,2 GROUND WIND SEISMIC FROSTWINTE ICESHIELD 3). Provide 1/2" expansion joint material between concrete slabs and abutting END JOIST OR BLOCKING FLOOD ) p 1 g SNOW SPEED DESIGN WEATHERING LINE TERMITE DECAY DESIGN UNDERLAYMEN Consultants: concrete or mason walls occurin in exterior or unheated interior areas. 7). INTERIOR SHEARWALL CONNECTIONS: HAZARDS � g LOAD (MPH) CATEGORY DEPTH TEMP. REQUIRED Allowable sidewall lengths provided in table 3.14 shall be permitted to be increased when FLOOR FRAMING: Surveyor: 4). Any new concrete walls being attached to existing concrete structure shall interior shearwalls are used. Sheathing and connections shall be in accordance with JOINT DESCRIPTION NAIL NAIL MODERATESLIGHT TO Ken Wyochuk be installed with #5 re-bar, 18" long at 12" o.c.. Use approved epoxy for installation. 2.4.4.2 and 2.2.4 respectively. OTY SPACING NOTES 20 LBS. 130 B SEVERE 3 FT. TO HEAVY MODERATE11 YES NONE P.O. Box 153 5). Unless otherwise noted, all slabs on grade to be 4,000 p.s.i.. Concrete to be g)3. JOIST TO: PER TOE. 'ONNECTIONS AROUND EXTERIOR WALL OPENINGS: 4-sd coMmoN Aquebogue, NY 11931 poured on 4 inch thick sand or gravel fill with 6x6 wire mesh reinforcing. Interior slabs Header and/or girder connections shall be attached with uplift connections in accordance SILL, TOP PLATE OR GIRDER JOIST NAIL NOTE: to be minimum 3-1/2 inch thick:. All fill to be compacted to 95% relative density with with table 3.5. Window sill fates shall be have steel connectors in accordance with table BRIDGING EACH TOE 6" maximum lifts (layers). p TO JOIST 2-8d COMMON END NAIL CONTRACTOR TO PROVIDE SOIL TEST TO VERIFY EXISTING CONDITIONS. MINIMUM 3000# CAPACITY Structural Engineer: 6). Crawls aces to be provided with a minimum 18"x24" access opening. Install one 9 . CATHEDRAL CEILING ASSEMBLY: BLOCKING EACH TOE Alex Spyrou p p ) 2-sd coMr�oN ' `-i. -,T`:� '--` '�-•• 4 rn -" " -` ---- Where a ridge is to be used as a structural beam, the rafters shall either be notched and TO JOIST END NAIL AES Engineering i�:'16 CEALL FRAMING TECHNIQUES SHALL MEET THE REQUIREMENTS OF THE 2015 g INTERNATIONALRESIDENTIAL BUILDING CODE AND NEW YORK DEPARTMENT OF anchored on top of the beam or slope connectors shall be attached to each rafter-to-ridge BLOCKING TO: EACH TOE ROOF SHEATHING REQUIREMENTS FOR WIND LOADS: New Fifth Avenue, Suite 2000 7). DanSTATE 2017 UNIFORM CODE SUPPLEMENT. (nous coming as requirea oy current along the open ceiling part of the building. Connections to the ridge and wall shall be be SILL OR TOP PLATE 3- 16d COMMON BLOCK NAIL SHEATHING LOCATION NAIL SPACING NAIL SPACING AT INTERMEDIA E New York, New York 2. .Y.S.STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH N0. 2, OR BETTER,rer attached with the above requirements. AT PANEL EDGES SUPPORTS IN THE PANEL FIELD NOTES LEDGER STRIP EACH FACE HER's Rater: the bel(UNLESS OTHERWISE NOTED ON THE PLANSbackfillina. 3- 16d COMMON 4' PERIMETER EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 6" O.C. SEE NOTES:1,3 3. FLOORS,WALLS, CEILINGS AND RAFTERS TO BE SPACED AT 16 INCHES O.C. INSULATION TO BEAM JOIST NAIL Tom Baccarefla Q� Dra UNLESS NOTED,oH by ni irront KI V C Pncirlcntini r.nnctri intinn (`nrin JOIST ON LEDGER PER TOE INTERIOR ZONE 8d COMMON @ 6" 0. . 8d COMMON @ 12" O.C. SEE NOTES:1(BOTH FIELDS) NY Building Technology Group -4. ' UNLESS OTHERWISE NOTED ,ALL BEARING WALL HEADERS TO BE (2) 2X10#2+ 3-8d COMMON 9 gY p 1. INSULATION TO MEET OR EXCEED NYS ECCC 2016 ENERGY CODE TO BEAM JOIST NAIL NOTE:2 FOR PANEL FIELD BTR. DOUG. FIR.BEARING WALL HEADERS TO HAVE (2)JACK STUDS AND (2) FULL 159 Route 25A LENGTH STUDS ON EACH SIDE OF ALL OPENINGS. LVL HEADERS TO HAVE (3)JACK 2. INSULATION TO FOLLOW SPECIFICATIONS AS OUTLINED IN HER'S RATING BAND JOIST PER END GABLE ENDWALL RAKE AND RAKE TRU 8d COMMON @ 4" O. 8d COMMON @ 4" O.C. SEE NOTES:1,3 Building 1 , Suite B STUDS AND (2) FULL LENGTH STUDS ON EACH SIDE OF OPENINGS. BEARING WALL 3. VAULTED CEILINGS INSULATED TO R45 OR GREATER TO JOIST 3- 16d COMMON JOIST NAIL Miller Place, NY 11764 WINDOW SILLS SHALL ALSO HAVE (2)WINDOW SILL PLATES FOR 2X4 WALL 4. ABOVE GRADE WALLS TO BE INSULATED TO R-32 OR GREATERNOTES OPENINGS BETWEEN 4'1 AND 6'0 AND 2X6 WALL OPENINGS BETWEEN 5'11 AND 8'9. 5. FOUNDATION WASLLS TO BE INSULATED TO R-10 OR GREATER BAND JOIST TO: 2- 16d COMMON PER TOE NAIL PROVIDE FIRE AND BLOCKING WHERE APPLICABLE. SILL OR TOP PLATE FOOT SEE NOTE: 1 5. ALL FLUSH BEAMS/HEADERS TO BE INSTALLED WITH HEAVY DUTY GALVINIZED 6. FRAMED FLOORS TO BE INSULATED TO R-32 OR GREATER THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN SCHEDULE NOTES ONLY. HANGERS AND ANCHORS WHERE APPLICABLE TO ALL CONNECTING JOISTS. 7, SLABS ON GRADE TO BE INUSLATED TO R-10 UNDER SLAB. ROOF SHEATHING: 6. DOUBLE UP FLOOR JOISTS UNDER WALLS THAT RUN PARALLEL TO THE FLOOR NAIL NAIL 1). For roof sheathing within 4 feet of the perimeter edge of the roof, including 4 feet on each side of the roof peak, JOIST AND UNDER BATHTUBS.FLOORS TO HAVE CERAMIC TILE INSTALLED SHALL JOINT DESCRIPTION QTY SPACING the 4 foot perimeter edge zone attachments required shall be used. Architect of Record: BE VERIFIED FOR PROPER LOAD CAPACITY UNLESS NOTED ON PLANS. RECOMENED INSULATION AS FOLLOWS 7. 7). PROVIDE 2- 1-3/4"THICK MICROLAMS ( HEIGHT TO MATCH FLOOR JOISTS) AS PER TABLE 3.8 AROUND STAIRWELL AND/OR OTHER ACCESS OPENINGS UNLESS OTHERWISE STRUCTURAL PANEL 8d WFCM -SBC 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to rafter/truss framing members with G>0.49. ISAAC - RAE NOTED (TYPICAL). VAULTED CEILINGS : 4" SPRAYED CLOSED CELL CONTINUOUS INSULATION R6.5 For framing members with <0.42<G<0.49, the nail spacing shall be reduced to 6 inches o.c. 8. PROVIDE BLOCKING/BRIDGING IN FLOOR JOISTS AT 8'0 O.C.. USE SOLID BLOCKING per inch. WITH ROCKWOOL R23 5-1/2" for total of R49 430 Main Street CEILING SHEATHING: 3). Tabulated 4 inch o.c. nail spacing assumes sheathing to rafter/truss framing members with G>0.49. For IN FLOOR JOISTS UNDER,ALL BEARING WALLS. WALLS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. 2nd floor 9. PROVIDE INSULATION BAFFLES AT EAVE VENTS BETWEEN RAFTERS. INSTALL WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 JOINT DESCRIPTION NAIL \IAIL framing members with 0.42<G<0.49, the nail spacing shall be reduced to 3 inches o.c. Greenport NY 11944 DRAFT BLOCKING AS NEEDED. FLOORS: 3" SPRAED CLOSED CELL CONTINUOUSE INSULATION R6.5 PER INCH. OTY. SPACING Contact; Isaac Clay Coffey R.A. 10. UNLESS OTHERWISE NOTED ALL ROOFS AND WALLS TO HAVE A MINIMUM 1/2" Y Y THICK,4-PLY FIR CDX EXTERIOR SHEATHING GRADE PLYWOOD. PLYWOOD TO WITH ROCKWOOL R15 3-1/2" FOR TOTAL OF R34.5 GYPSUM 5d COOLERS 7 O.C. EDGE NYS LIC#039767 COVER OVER PLATES AND HEADERS. SLABS 3" EXPANED POLYSTYRENE INSULATION FOR R12 WALLBOARD 10' O.C . FIELD 11. UNLESS OTHERWISE NOTED USE 3/4"THICK T&G PTS FIR OR ADVANTECH WALL SHEATHING REQUIREMENTS FOR WIND LOADS: T. 347-276-6093 E. clay@isaac-rae.com PLYWOOD SUBFLOOR ADHERED WITH PL400 ADHESIVE AND SCREWED TO FLOOR WALL SHEATHING: NAIL SPACING NAIL SPACING AT INTERMEDIA E JOISTS. FINISHED FLOOR TO BE INSTALLED OVER SUBFLOOR AS PER PLUMBING NOTES SHEATHING LOCATIONNOTES Project: MANUFACTURE'S INSTRUCTIONS. 1. All water supply, drainage and venting to be installed as per N.Y.S. Residential JOINT DESCRIPTION NAIL NAIL AT PANEL EDGES SUPPORTS IN THE PANEL FIELD 12. ALL BATHROOM WALLS TO HAVE 5/8"THICK r�IOISTURE-RESISTANT SHEETROCK. g g p QTY. SPACING SEE NOTES: 1 3 ( BOTH FIELDS) 13. ALL 1 HR FIRE RATED ASSEMBLYS TO HAVE ONE LAYER OF 5/8"TYPE X SHEET Construction Code, and shall meet Suffolk County Health Department requirements 4' EDGE ZONE 8d COMMON @ 6" O. . 8d COMMON @ 12" O.C. EAST MARION ROCK AND TO MEET ANSI!UL 263 AND DESIGN NO. U349 as stated on septic permit STRUCTURAL 8d COMMON AS PER TABLE 3.9 NOTE: 2 FOR PANEL FIELD 14. ALL ROOFS AND SHEATHING TO BE INSTALLED WITH ICE AND WATER SHIELD, 2. Verify septic system with the Engineer for Suffolk County Health Department PANELS WFCM -SBC INTERIOR ZONE 8d COMMON @ 6" O.q. 8d COMMON @ 12" O.C. SEE NOTE: 3 325 Bay Avenue, East Marion, NY HENRY BLUE SKIN OR APPROVED EQUAL. 7/16"OSB 3"O.C. EDGE 15. ALL FLAT ROOFS TO BE APPLIED WITH AN EPDM 6MILL MATERIALS approval. PLYWOOD 6d COMMON 6"O.C. FIELD 16. ALL SILL PLATES AND WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE 3. 3). If wall studs, plates or joists are cut out during installation for any plumbing related NOTES Project No.: TREATED. SILL PLATES TO BE INSTALLED WITH FOAM SILL GASKETS AND COP-R- work,provide adequate bracing and plates to protect and secure the structure. Verify GYPSUM 5d COOLERS 0 D.C. EDGE 1). For wall sheathing within 4 feet of the corners, the 4 foot edge zone attachment I R-02 TEX TERMITE SHIELD OR APPROVED EQUAL. with the state Code and manufacture's recommendation for maximum hole size and WALLBOARD 10 D. . FIELD requirements shall be used. spacing permitted 2). Tabulated 12 inch o.c. nail spacing assumes sheathing attached to stud framing Seal/signature: FLOOR SHEATHING: members with G>0.49. For framing members with 0.42<G<, the nailspacings shall be HVAC SYSTEM NOTES NAIL NAIL g JOINT DESCRIPTION 1). Mechanical subcontractor is responsible for adhearing to all applicable codes and safety QTY SPACING reduced to 6 inches o.c. 3). For exterior panel siding, gafvinized box nails shall be permitted to be substituted for " requirements. Manual J D S Guide lines to be follow. ALL DUCTS TO BE SEALED AND STRUCTURAL PANELS 8d COMMON s°O.C. EDGE common nails. INSULATED Blower Door Test to be performed as required 1OR LESS 12 D.C. FIELD 4). PROVIDE 5/8" TYPE-X SHEETROCK FIRE STOPPING AT 10'0 MAXIMUM DISTANCES FOR NON ACCESSIBLE AREAS. 2). HVAC subcontractor is to fully coordinate all system data and requirements with the NOTES: 5). USE SIMPSON HANGERS AND ANCHORS WITH Z-MAX TRIPPLE PROTECTIVE COATING FOR CONTACT WITH ACQ. manufacturer. THESE NOTES ARE ONLY TO BE REFERRED TO IF MENTIONED IN 3). HVAC subcontractor to provide final system layout drawing and submit it to the General SCHEDULE NOTES ONLY. 6). INSTALL 1 - Co2 DETECTOR IN ADDITION TO SMOKE ALARMS PER FLOOR. Contractor and owner for final review and approval. 1). Nailing requirements are based on wall sheathing nailed 6"on-center at the panel edge. If FIREBLOCKING NOTES wall sheathing is nailed 3"on-center at the panel edge to obtain higher shear capacities, nailing ELECTRICAL NOTES: requirements for structural members shall be doubled, or alternate connectors, such as shear q plates, shall be used to maintain load path. As required by current IBC 2020 & NYS Residential Code - FIREBLOCKING REQUIRED ALL ELECTRICAL TO BE INSTALLED AS PER IBC 2015 NYD RES. CON. CODE Firebfocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and to form an effective ALL ELECTRICAL WORK SHALL BE APPROVED BY A QUALIFIED UNDERWRITER. 2).When wall sheathing is continuous over connected members,the tabulated number of nails fi-e barrier between stories, and between a top story and the roof space. INSTALL SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS THROUGHOUT As shall be permitted to be reduced toi - 16d nail per foot Firebfocking shall be provided in wood-frame construction in the following locations REQUIRED BY IBC 2015 N.Y.S. RESIDENTIAL CONSTRUCTION CODE. 1). In concealed spaces of stud walls and partitions, including furred spaces, at the ceiling and floor levels. Concealed ALL LIGHT FIXTURES TO BE LED OR COMPACK FLUORECENT UNLESS OTHER WISE horizontal furred spaces shall also be fireblocked at intervals not exceeding 10 feet. Batts or blankets of mineral or glass NOTED fiber shall be allowed as firebfocking in walls constructed using parallel rows of studs or staggered studs. 5. ALL APPLIANCES TO BE ENERGY STAR QUALIFIED 2). At all interconnections between concealed vertical and horizontal spaces such as occur at soffits, drop ceilings and Date: Scale: 75 3. ALL PLUMBING FIXTURES TO BE WATER SENSE RATED cove ceilings. AS NOTED n 3). In concealed spaces between stair stringers at the top and bottom of the run. Enclosed spaces under stairs shall Drawing Title: N comply with current N.Y.S. Residential Code. GENERAL NOTES 0 4). At openings around vents, pipes and ducts at ceiling and floor level, to resist the free passage of flame and products of co o combustion. N 5). For the firebfocking of chimneys and fireplaces, as required by current N.Y.S. Residential Code. Drawing No.: N 0 N N GENERAL NOTES : NOTES 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE A. DESIGN LIVE LOADS F. STRUCTURAL STEEL DRAWING ISSUE J. CONSTRUCTION SAFETY NO. DATE ISSUED FOR STRUCTURAL MEMBERS HAVE BEEN DESIGNED FOR FULL DEAD LOADS AND THE FOLLOWING 1. ALL STRUCTURAL STEEL CONFORMS TO ASTM A992 Fy = 50 KSI. 1 05/03/2022 SUFFOLK COUNTY REVIEW LIVE LOADS IN ACCORDANCE WITH THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE: 2. STRUCTURAL STEEL TUBE SHALL CONFORM TO ASTM A500 GR B (Fy = 46 KSI) 1. THESE DRAWINGS DO NOT CONTAIN NECESSARY COMPONENTS FOR SAFETY DURING CONSTRUCTION. 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 3. STEEL WORK SHALL CONFORM TO "SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS - 2. THE INSTALLER SHALL PROVIDE ADEQUATE TEMPORARY BRACING, SHORING & GUYING OF FRAMING AGAINST WIND, 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 1. BUILDING CATEGORY: II ALLOWABLE STRESS DESIGN AND PLASTIC DESIGN", OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION LOADS & OTHER TEMPORARY FORCES UNTIL NO LONGER REQUIRED FOR THE SUPPORT OF THE 4 2. IMPORTANCE FACTOR.: WIND (LW) = 1.0 CONSTRUCTION, INC. LATEST EDITION, INCLUDING ALL SUPPLEMENTS AND THE "CODE OF FRAMING. 5 SNOW (LS) - 1.0 STANDARD PRACTICE FOR STEEL BUILDINGS AND BRIDGES" LATEST EDITION. 6 4. CONNECTION BOLTS SHALL BE 3 4" DIAMETER CONFORMING TO ASTM A325, TYPE X. INSTALL EACH K. COORDINATION SEISMIC (LE) = 1.0 BOLT WITH A HARDENED WASHER UNDER THE NUT OR HEAD, WHICHEVER IS TURNED FOR 3. GROUND SNOW LOAD: 20 PSF TIGHTENING. ALL CONNECTION BOLTS ARE REQUIRED TO BE "SNUG TIGHT" ONLY UNLESS 1. THE CONTRACTOR SHALL VERIFY CONDITIONS IN THE FIELD AND IMMEDIATELY NOTIFY THE ENGINEER OF ANY 4. ROOF LIVE LOAD: 20 PSF OTHERWISE NOTED. CONDITION NOT AS ASSUMED. HE SHALL TAKE FIELD MEASUREMENTS AND BE RESPONSIBLE FOR THE SAME. 5. WIND LOAD: 140 MPH BASIC WIND SPEED 5. OVERSIZE HOLES AND SLOTTED HOLES SHALL NOT BE USED FOR BOLTED CONNECTIONS ON THIS WIND EXPOSURE: B PROJECT EXCEPT AT LOCATIONS NOTED ON THE DRAWINGS. M. MISCELLANEOUS VELOCITY PRESSURE EXPOSURE COEFFICIENT, KZ 0.85 6. ALL WELDS SHALL BE E70XX AND ALL WELDING SHALL BE BY WELDERS AND WELDING OPERATORS DIRECTIONALITY FACTOR, KD: 0.85 WHO HAVE BEEN PREVIOUSLY QUALIFIED BY TESTS AS PRESCRIBED BY THE "STRUCTURAL WELDING 1. ALL CONSTRUCTION SHALL MEET THE REQUIREMENTS OF THE 2020 NYS REDENIAL CODE AND 2020 NYS ENERGY CODE GUST EFFECT FACTOR, G: 0.85 CODE" AWS Dl.l OF THE AMERICAN WELDING SOCIETY TO PERFORM THE TYPES OF WELDS 2. NO NOTE OR LACK THERE OF SHALL BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM EXECUTING ALL THE INTERNAL PRESSURE COEFFICIENT, GCPI: ±0.18 REQUIRED ON THIS PROJECT. WORK IN ACCORDANCE WITH THE BUILDING CODE OF STATE OF NEW YORK, THE RESIDENTIAL CODE OF STATE OF SPECIAL WIND REGION: YES 7. ANCHOR BOLT LENGTHS SHOWN ON THE DRAWINGS SHALL INCLUDE HOOKS OF NOT LESS THAN 3 NEW YORK AND ALL LOCAL REGULATIONS HAVING JURISDICTION. 6. SEISMIC: SEISMIC DESIGN CATEGORY: B INCHES IN LENGTH UON ON THE DRAWINGS. PROVIDE ONE NUT AND ONE WASHER WITH EACH 3. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR ACTS OF OMISSION OF THE CONTRACTOR OR ANY SUBCONTRACTOR SDs = 0.148 ANCHOR BOLT UNLESS OTHERWISE NOTED. COLUMNS TO BE ERECTED AND LEVELED WITH OR AGENTS OR ANY OTHER PERSONS PERFORMING THE WORK. SDI = 0.085 LEVELING SHIMS, LEVELING NUTS ARE PROHIBITED. 4. THE ENGINEER IS NOT RESPONSIBLE FOR OBTAINING ANY BUILDING PERMITS AND/OR VARIANCE APPROVAL. ILL B. FOUNDATIONS 8. ALL STRUCTURAL STEEL SHALL BE GIVEN ONE SHOP COAT OF PAINT OF NOT LESS THAN 2.0 MILS DRY FILM THICKNESS CONFORMING TO STEEL STRUCTURAL PAINTING COUNCIL SSPC PAINT 2, 13 GENERAL NOTES: 1. THE CONTRACTOR SHALL PROVIDE TEMPORARY SHORING AND BRACING, AND MAKE SAFE ALL FLOORS, ROOFS, Zn m 1. MAXIMUM PRESUMPTIVE ALLOWABLE SOIL BEARING PRESSURE FOR NEW FOOTINGS =2,000 PSF. OR 14. CLEAN (WIRE BRUSH) AND SPOT PAINT ALL FIELD WELDS, FIELD CUT EDGES AND SERIOJS WALLS, AND ADJACENT PROPERTY AS PROJECT CONDITIONS REQUIRE. 2. FOOTING EXCAVATIONS AND FORMS SHALL BE REVIEWED BY LOCAL BUILDING OFFICIAL ABRASIONS TO THE SHOP COAT WITH PRIMER PAINT. W 9. BEAMS AND LINTELS SHALL BEAR 8 INCHES MINIMUM ON MASONRY UNLESS OTHERWISE NOTED. 2. DIMENSIONS AND DETAILS OF EXISTING CONSTRUCTION GIVEN IN STRUCTURAL DRAWINGS ARE APPROXIMATE AND PRIOR TO PLACING CONCRETE. ARE BASED ON LIMITED INFORMATION. THE CONTRACTOR SHALL VERIFY ALL INFORMATION PERTAINING TO THIS APPLICATION IS APPROVED ONLY FOR WORK 3 3. BOTTOM OF FOOTINGS SHALL BE LOWERED WHEN DIRECTED BY THE BUILDING OFFICIAL INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL TO REACH FIRM, UNDISTURBED SOIL. G. STRUCTURAL LUMBER EXISTING CONDITIONS BY ACTUAL MEASUREMENT AND OBSERVATIONS AT THE SITE. ALL DISCREPANCIES BETWEEN OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ACTUAL CONDITIONS AND THOSE SHOWN ON THE CONTRACT DOCUMENTS SHALL BE REPORTED TO THE ARCHITECT TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 4. SEE ARCHITECTURAL DRAWINGS (FLOOR PLANS AND SECTIONS) FOR LOCATION OF PARTITION ACCORDANCE WITH APPLICABLE CODES. W FOOTINGS AND THICKENED OR DEPRESSED SLABS NOT DIMENSIONS ON THE 1. STRUCTURAL LUMBER SHALL BE GREEN DOUGLAS FIR LARCH NO. 2, OR BETTER, UNLESS FOR EVALUATION PRIOR TO START OF FABRICATION. OTHERWISE NOTED ON THE PLANS WITH THE FOLLOWING MINIMUM PROPERTIES: 3. ALL STRUCTURAL WORK SHALL BE COORDINATED WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING, M STRUCTURAL DRAWINGS. a. Fb = 850 PSI ETC. REQUIREMENTS, DISCREPANCIES, AND/OR SHALL BE REPORTED TO THE ARCHITECT IMMEDIATELY. 5. ALL FILL INSIDE BUILDING SHALL BE SELECTED MATERIAL FREE FROM ROOTS, TRASH, WOOD SCRAPS AND OTHER EXTRANEOUS MATERIALS. PLACE FILL 1N LIFTS NOT b. Fc (PERPENDICULAR) = 625 PSI 4. THE CONTRACTOR SHALL COORDINATE WITH ALL RELATED TRADES FOR DETAILING, FABRICATION, AND ERECTION 3 Consultants: EXCEEDING 8 INCHES AND COMPACT EACH LIFT TO 98% DENSITY AT OPTIMUM MOISTURE c. Fv = 95 PSI PRIOR TO SUBMITTING SHOP DRAWINGS FOR APPROVAL. _ d. E = 1,600,000 PSI 5. OPENINGS SHALL NOT BE MADE IN ANY STRUCTURAL MEMBER UNLESS SPECIFICALLY SHOWN ON THE STRUCTURAL a CONTENT AS MEASURED BY ASTM D698 AND 95% AS MEASURE BY ASTM D-1157. 2. ALL PRESSURE TREATED LUMBER SHALL BE No. 2 SOUTHERN YELLOW PINE OR BETTER WITH DRAWINGS OR APPROVED BY THE STRUCTURAL ENGINEER. W 6. FOOTING ELEVATIONS SHALL NOT BE RAISED OR LOWERED WITHOUT APPROVAL OF THE ENGINEER. 7. FOUNDATION SUBGRADE PREPARATION SHALL BE IN ACCORDANCE TO GEOTECHNICAL ACQ (ALKALINE COPPER QUATERNARY) TREATMENT. ENGINEERING REPORT. 3. PROVIDE WASHERS BETWEEN ALL THE BOLT HEADS AND WOOD AND BETWEEN ALL NUTS AND WOOD. GENERAL CONDITIONS: Z 8. CHANGES IN LEVEL FOOTINGS MUST BE KEPT WITHIN THE SAFE ANGLE OF REPOSE OF THE 4. LAG BOLTS AND SCREWS SHALL BE PROVIDED WITH LEAD HOLES HAVING A DIAMETER NOT GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF THE BOLT OR SCREW. AL; LAG BOLTS 1. ALL CONTRACTORS AND SUBCONTRACTORS ARE RESPONSIBLE FOR ADHERING TO THE REQUIREMENTS AS SPELLED � SOIL (ONE VERTICAL TO TWO HORIZONTAL) OUT IN THESE NOTES. ALL PARTIES MUST CAREFULLY STUDY ALL NOTES FOR ITEMS WHICH MAY PERTAIN TO THEIR 9. DO NOT BACKFILL BASEMENT OR RETAINING WALLS WITHOUT AUTHORIZATION OF AND SCREWS SHALL BE INSERTED IN LEAD HOLES BY TURNING AND UNDER NO CIRCUMSTANCES Z BY DRIVING WITH A HAMMER. TRADES. FAILURE TO READ THESE NOTES DOES NOT PERMIT THE CONTRACTOR TO DEVIATE FROM THEIR o ENGINEER. FLOOR SLABS PROVIDING SUPPORT FOR SUCH WALLS MUST BE IN PLACE 5. THROUGH BOLTS SHALL BE PROVIDED WITH BOLT HOLES WHICH ARE 132 TO 116 INCH LARGER REQUIREMENTS. QUESTIONS WILL BE CHEERFULLY ANSWERED BY THE ENGINEER. o PRIOR TO BACKFILLING OR DIAGONAL BRACING MUST BE PROVIDED TO HOLD THE FULLUJI THAN THE BOLTS. 2. ALL CONTRACTORS MUST VISIT SITE AND NOTE ALL EXISTING CONDITIONS AS WELL WAS ALL CONDITIONS TO BE MET FORCE OF THE BACKFILL UNTIL THE FLOOR SLABS HAVE ATTAINED FULL STRENGTH. 6. STEEL FOR ALL ACCESSORIES SHALL CONFORM TO ASTM A36. BEFORE SUBMITTING BID. LACK OF THOROUGH UNDERSTANDING OF THE PROJECT REQUIREMENTS SHALL NOT 10. CONTRACTOR MUST ADEQUATELY PROTECT WALLS PIERS ETC. FROM DAMAGE DUE TO BACKFILLING. a7. PLYWOOD SHALL BE C-C EXTERIOR, DFPA GRADE MARKED OR EQUIVALENT, OF THE THICKNESS CONSTITUTE AN EXCUSE FOR ERRORS OR OMISSIONS NOR JUSTIFY A REQUEST FOR EXTRA COMPENSATION. W 11. CONTRACTOR MUST PREVENT THE FOUNDATIONS FROM BEING PUT IN JEOPARDY FROM THE EXCAVATIONS FOR UTILITIES, ETC. SHOWN ON THE DRAWINGS. 3. GENERAL CONTRACTOR SHALL VERIFY ALL CONDITIONS AND CHECK ALL MEASUREMENTS ON JOB AND SHALL BE o 8. PROVIDE OTHER MANUFACTURED ACCESSORIES AS REQUIRED AND AS SPECIFIED. RESPONSIBLE FOR SAME. 0 12. WHERE PIPES PASS THROUGH NEW WALLS, DROP FOOTINGS SO THAT PIPES PASS OVER 9. ALL FABRICATED STEEL ASSEMBLIES EXPOSED TO WEATHER AND ALL STEEL FASTENERS 4. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE CURRENT BUILDING CODE OF ALL GOVERNING AUTHORITIES. W THE TOP OF THE FOOTINGS. 5. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE SPECIFICATIONS ARCHITECTURAL, AND MECHANICAL 13. DEWATERING PROCEDURES, 1F REQUIRED, SHALL NOT DISTURB THE SOIL STRUCTURE. INCLUDING BUT NOT LIMITED TO NAILS, ANCHOR BOLTS, CONNECTION BOLTS, NUTS, WASHERS, a LAG BOLTS OR SCREWS SHALL BE GALVANIZED IN ACCORDANCE WITH THE ASTM STANDARD FOR DRAWINGS. 14. THE CONTRACTOR SHALL EMPLOY ALL MEANS NECESSARY TO ENSURE THAT THE THAT ACCESSORY, ASTM A213, A153 OR OTHER. 6. ALL OPENINGS 1N WALLS, FLOORS, ROOF, ETC. TO BE LOCATED AND SIZED AS PER MECHANICAL AND ARCHITECTURAL Architect of Record: STRUCTURAL INTEGRITY OF ANY AND ALL ADJACENT STRUCTURES WILL NOT BE /� o COMPROMISED. 10. FABRICATED ITEMS INDICATED ON THE PLANS ARE DESIGNATED AS PRODUCTS PRODUCED BY REQUIREMENTS EVEN IF NOT SHOWN AS SUCH ON STRUCTURAL AND ARCHITECTURAL DRAWINGS. ISAAC - RAE a THE SIMPSON STRONG TIE COMPANY. PROVIDE ITEMS NOTED OR EQUIVALENT PRODUCTS. 7. ALL WALLS SHALL BE ADEQUATELY BRACED UNTIL THE ENTIRE STRUCTURAL FRAME HAS BEEN INSTALLED AND 1S 2 ir o C. CONCRETE 11. ALL LAMINATED VENEER LUMBER (LVL) SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: STRUCTURALLY SOUND. 11575 Main Bayview Road a. Fb = 2,600 PSI 8. ALL SPECIALTY ANCHORS AND FASTENERS ARE TO BE MANUFACTURED BY HILT CORPORATION OR APPROVED EQUAL Southold, NY 11971 1. ALL CONCRETE SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS AS FOLLOWS: b. Fv = 285 PSI AND ARE TO BE INSTALLED PER MANUFACTURERS SPECIFICATIONS, INCLUDING TORQUE, EMBEDMENT, LENGTH, ETC. C. Fc (PERPENDICULAR) = 750 PSI 9. ALL CONTRACTORS AND SUBCONTRACTORS ON THIS PROJECT SHALL BE RESPONSIBLE FOR THE PROPER Contact; Isaac Clay Coffey a a. FLOOR SLABS, WALLS 4,000 PSI d. E = 1,900,000 PS PERFORMANCE OF THEIR WORK COORDINATION WITH OTHER TRADES METHODS SAFETY AND SECURITY ON THE NYS LIC#039767 0 b. ALL OTHER CONCRETE WORK 3,000 PSI ' a JOB SITE. ASES AND IT AGENTS AND EMPLOYEES ARE NOT RESPONSIBLE OR LIABLE FOR THE ABOVE AND SHALL BE HELD z 2. ALL CONCRETE WORK SHALL CONFORM TO ACI 318 AND ACI 301. H. ABBREVIATIONS HARMLESS AND INDEMNIFIED BY ALL CONTRACTORS AND SUBCONTRACTORS FROM ANY AND ALL CLAIMS, LOSSES, T. 347-276-6093 E. clay@isaac-rae.com 3. CONCRETE FLOOR SLAB CONSTRUCTION SHALL CONFORM TO AC1302JR. FLOOR SLABS SUITS, AND LEGAL ACTION WHATSOEVER ARISING FROM THE PERFORMANCE OF WORK ON THIS PROJECT. SHALL BE CLASS 2. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED TO REPRESENT ALL THOSE USED ON 10. ACCEPTANCE OF DEVIATIONS FROM ANY OF THE REQUIREMENTS OF THESE NOTES SHALL BE AT THE SOLE 4. PROVIDE CONSTRUCTION OR CONTROL JOINTS IN SLABS AT LOCATIONS SHOWN ON THESE DRAWINGS, BUT TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS USED: DISCRETION OF THE ARCHITECT. ACCEPTANCE OF A DEVIATION FROM ANY REQUIREMENT SHALL NOT BE DRAWINGS, AT OFFSET'S AND CHANGES IN DIRECTION AND AT 30 FEE MAXIMUM. Project: CONSTRUED AS PERMITTING ANY OTHER DEVIATION. LL 5. CONCRETE SHALL BE CURED A MINIMUM OF 7 DAYS BY ONE OR MORE METHODS A.F.F. - ABOVE FINISHED FLOOR MACH. - MACHINE SPECS - SPECIFICATIONS EAST MARION 0 SPECIFIED IN CHAPTER 12 OF ACI 301. ALUM. - ALUMINUM MAX. - MAXIMUM S.S. - STAINLESS STEEL 325 Bay Avenue, East Marion, NY W 6. SEE ARCHITECTURAL FINISH SCHEDULE FOR REQUIRED FLOOR FINISHES. & - AND 7. PLACE 1/2" EXPANSION JOINT MATERIAL BETWEEN EDGES OF SLABS AND VERTICAL MFR. - MANUFACTURER STL. - STEEL SURFACES UNLESS OTHERWISE NOTED. @ - AT MIN. - MINIMUM T&G - TONGUE AND GROOVE BLDG. - BUILDING M.P.H. - MILES PER HOUR TYP. - TYPICAL Project No.: a CMU - CONCRETE MASONRY UNIT MTL. - METAL U.O.N. - UNLESS OTHERWISE NOTED IR-02 D. REINFORCING STEEL z CONC. - CONCRETE NEO. - NEOPRENE VERT. -VERTICAL Seal/signature: W DBL. - DOUBLE 1. BARS SHALL BE ROLLED FROM NEW BILLET-STEEL CONFORMING TO ASTM A615, GRADE 60. N.I.C. - NOT IN CONTRACT V.I.F. - VERIFY IN FIELD 2. WELDED WIRE FABRIC 'SHALL CONFORM TO ASTM A185 OR ASTM A497. EA. - EACH O.C. - ON CENTER W/ -WITH ELEC. - ELECTRICAL 1 3. DETAIL AND FABRICATE REINFORCING STEEL IN ACCORDANCE WITH "ACI DETAILING O.D. - OUTSIDE DIAMETER W.C. -WATER CLOSET N MANUAL", PUBLICATION SP-66. E.P.S. - EXPANDED POLYSTYRENE OPP. - OPPOSITE WD. - WOOD WEXT. - EXTERIOR PLAS. LAM. - PLASTIC LAMINATE W.H. -WATER HEATER 4. REINFORCING STEEL SHALL BE REVIEWED BY THE LOCAL BUILDING OFFICIAL PRIOR TO F.D. - FLOOR DRAIN PLYWD. - PLYWOOD W/O -WITHOUT M PLACING CONCRETE. FT. - FEET P.S.F. - POUNDS PERS SQUARE FOOTW.W.F.5. PROVIDE BARS AT CORNERS AND INTERSECTIONS OF THE SAME NUMBER AND SIZE AS Q W.W. . WELDED WIRE FABRIC, LONGITUDINAL BARS IN FOOTINGS GA. - GAUGE P.S.I. - POUNDS PER SQUARE INCH W GALV. - GALVANIZED P.T. - PRESSURE TREATED o GWB - GYPSUM WALL BOARD E. GROUT REINF. - REINFORCING Z H. - HIGH R.O. - ROUGH OPENING a HORZ. - HORIZONTAL , X97 �' 1. PROVIDE NON-SHRINK GROUT UNDER ALL COLUMN BASE PLATES OR BEAM BEARING PLATES. RUN. - RUNNER w U) U) l.D. - INSIDE DIAMETER 2. NON-SHRINK GROUT SHALL CONFORM TO CORPS OF ENGINEERS SPECIFICATION CRD-C SHT. - SHEET 621. GROUT SHALL BE NON-METALLIC AND NON-STAINING. INSUL. - INSULATION SHTNG. - SHEATHING a INT. - INTERIOR SIM. - SIMILAR L - LENGTH, LONG S-N-L - SNAP-N-LOCK LAV. - LAVATORY S.M.S. - SHEET METAL SCREW Date: Scale: AS NOTED Drawing Title: N GENERAL STRUCTURAL NOTES 6 0 T N C:) Drawing No.: N N O') T 003 „ .. MODEL NO STORM WATER DRAINAGE SYSTEMS CALLS. NOTES NOTE ALL MOTOR.: z MUST HAVE INTERNAL J07-RZ GENERAL NOTES PUMP/COMPRESSER POWER CIRCUIT OVERLOAD PROTECTION PAGE //�� II EXISTING HOUSE ROOF AREA KEY ENT �I' CB1 CSRI 6 LOOP: M1 1. ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE STANDARDS AND SPECIFICATIONS OF THE TOWN 1470 SOFT X.17=250 CUBIC FEET DRAWING ISSUE ELK ELK JP1 � t�� SPRAY �, PUMP OF SOUTHOLD AND THE SUFFOLK COUNTY DEPARTMENT OF HEALTH SERVICES AS REQUIRED. 250 CUBIC FEET/42.2= 5.9 OR 6'OF VERTICAL 8' DIAMETER DRYWELLPROPOSED (2)8' DIAMETER X 4' DEEP N0. DATE ISSUED FOR N w wHT N ------------ MOTOR)PUMP D1 D PUMP RATINGS 2. ELEVATIONS SHOWN ARE BASED ON USGS DATUM (NAVD 1988) PROPOSED (2)8'DIAMETER X4'DEEP DRYWELL DRYWELL 1 3/4HP @ 115V 3. THE CONTRACTOR SHALL FIELD VERIFY THE LOCATION AND DEPTH OF ALL UTILITIES PRIOR TO THE COMMENCEMENT OF 150 FLA WORK.THE CONTRACTOR IS ADVISED ALL SUBSURFACE INFORMATION SHOWN ON THESE PLANS IS CONCEPTUAL AND MUST n CB2 e62 6 LOOF° M2 '1_11- BE INFORMED ACCORDINGLY IN THE FIELD. 2 I EUC ° ELK ELK SP1 -_---__-__a RECIRC',PUMP RATINGS 4. A MINIMUM SEPARATION OF TEN (10) FEET HORIZONTAL AND EIGHTEEN (18) INCHES VERTICAL IS TO BE NAINTAINED BETWEEN PROPOSED ADDITION ROOF AREA PROPOSED (1) 3 > WHT PUMP 3/4HP @ 115V WATER LINES, STORM DRAINAGE AND/OR SANITARY LINES OR STRUCTURES. 850 SOFT X.17=145 CUBIC FEET 8' DIAMETER X 4 w T N _____------ MOTOR// 150 FLA 5. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS BEFORE COMMENCING WORK D2 >0 2' DEEP 5 6. ALL UNSUITABLE MATERIAL AND DEBRIS SHALL BE DISPOSED OF IN ACCORDANCE WITH TOWN, COUNTY,STATE AND FEDERAL 145 CUBIC FEET/42.2= 3.4 OR 4'OF VERTICAL 8' DIAMETER DRYW EL DRYWELL ELL CEi3 c>R3 6 LOOF 6 Iia=--• LAWS, CODES AND ORDINANCES. CONTRACTOR SHALL BE RESPONSIBLE FOR DISPOSING OF ALL UNSUITABLE MATERIALS PROPOSED (2)8'DIAMETER X 4'DEEP DRYWELL OFFSITE. DEBRIS SHALL NOT BE BURIED ON-SITE. 7 ELK ° ELK MP1 _J MIXER 'PUMP RATINGS PUMP3/4HP @ 115V 7. ALL PRECAST STRUCTURES SHALL INCLUDE SUFFICIENT STEEL REINFORCEMENT FOR TEMPERATURE AND SHRINKAGE, 8 WHT --------- MOTOR) 150 FLA TRANSPORT, AND TO ALLOW THE STRUCTURE TO WITHSTAND AASHTO H-20 LOADING AT THE COVER CONDITIONS SHOWN ON DRAINAGE CALCULATIONS 9 CB4 THE PLANS. 8 1/8" - 1'-0" 10 RY 0 CRY C1 ----_----- COMP RATINGS 8. ALL PRECAST STRUCTURES SHALL BE MANUFACTURED WITH 4000 PSI 128 DAY STRENGTH CONCRETE. 11 COMP , 1/4HP @ 115v 9. SANITARY PIPE TO BE SDR-35 PVC OR AS SPECIFIED ON PLANS. wHT n � MOTOR ; 54 FLA 10. DURING CONSTRUCTION, EROSION AND SEDIMENT CONTROL MEASURES TO BE UTILIZED AS NECESSARY TO PREVENT THE � 12 CONCRETE TRANSPORT OF SEDIMENT TO OFF-SITE AREAS, PONDS, DRAINAGE INLETS, ETC.THE METHODS AND MATERIALS EMPLOYED IN COLLAR END PLUG DRAWING REVISIONS In THE INSTALLATION AND MAINTENANCE OF EROSION CONTROL MEASURES SHALL CONFORM TO"THE NEW YORK GUIDELINES CI RISER AND B1 � W1 FOR EROSION AND SEDIMENT CONTROL". � 20 AMP BREAKER T N0. DATE REVISION 11. ALL BACKFILL SHALL BE SELECT GRANULAR MATERIAL COMPACTED TO 95%MAXIMUM DENSITY AT THE OPTIMUM MOISTURE COVER ALL ELECTRIC TO BE PLACED EXISTING ELECTRICAL 1 CONTENT,AS DETERMINED BY STANDARD PROCTOR TEST. FIBER JOINT INSCH.80PV000NDUIT PANEL LR 1-Q 1 12. C PACKING EXTERIOR RATED JUNCTION BOX BELOW 2 Eu I eE�•/w M 1 wNr GRADE IN A SPRINKLER BOX �1 13. WELLS WITHING 150' OF THE PROPERTY ARE NOTED AND VERFIED BY THE ARCHITECT 14. THE PVC PIPE D3034 WATER TIGHT POLY/PLASTIC COVER INSTALL 3 DESIGN ENGINEER/ARCHITECT SHALL OBSERVE THE OWTS PRIOR TO BACKFILL AND DURING SYSTEfu STARTUP. PER MANUFACTURERS DIRECTIONS � 4 L_R 1-Q2 15. THE OWT S INSTALLER SHALL HOLD AN ENDORSEMENT J FROM SUFFOLK COUNTY SDR 35 ALL ELECTRIC TO BE PLACED IN SCH.80 EUS FINK WHi ML WHT10 CI SEWER PIPE,TYP 16. THE OWTS INSTALLER SHALL REGISTER THE ONSITE WASTEWATER TREATMENT SYSTEM WITH SUFFOLK BOUNTY PVC CONDUIT 5 40 LR1-Q4 DEPARTMENT OF HEALTH. The DESIGN ENGINEER SHALL PROVIDE RECORD DOCUMENT S AS REQUIRED BY SCOH. CI 30°BEND TO SEPTIC REMOTE PLC CONTROL PANEL 6 EVA RED 40 �6 PLC INPUT 17. AN EXECUTED OPERATION AND MAINTENANCE CONTRACT BETWEEN THE FROM TANK W/HP80 COMPRESSOR 7 18. MAINTENANCE PROVIDER AND THE PROPERTY OWNER SHALL PROVIDED T O SCOH.A GARBAGE GRINDER SHALL NOT BE DWELLING WATER TIGHT POLY/PLASTIC HOUSEING INSTALLED UPSTREAM OF THE OWTS. �« INSTALL PER MANUFACTURERS DIRECTIONS 40 EUI AIR SWITCH FINK 19. PROVIDE 2"VENT PIPE FROM THE OWT S TO THE SINGLE FAMILY DWELLING AND CONNECT TO THE SEWER VENTING SYSTEM 9 WITHIN THE HOUSE. PIPE SHALL HAVE A POSITIVE SLOPE FROM THE OWTS TO THE HOUSE SO ANY LIQUID WILL DRAIN TOWARD C[ 50°PVC WYE 36"X36"X6"P.C.SLAB WITH 6X6W 10 TREATMENT UNIT . XAW1.4 WELDED WIRE MESH - - -= 11 HwA RUN 20. CONTRACT OR SHALL CONFIRM INVERT ELEVATION OF SEWER AT POINT OF CONNECTION PRIOR TO COMMENCEMENT OF CI TO PVC HOUSE Eur 5 _t-L-ti 6 REQ• CONSTRUCTION. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER/ARCHITECT OF ANY DISCREPANCIES IN THE INVERT ADAPTOR 12 MUTE R O' ERN ELEVATIONS ELIi ^ I TEST - ALARM CLEAN OUT DETAIL MARK "J" n Remote PLC Control Panel Detail MARK "F" THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL ° J 1/2" = 1'-0" J 1/2" = 1'-0" OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I FED ELK RED WHT TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ENABLE 0- ACCORDANCE WITH All ICARI IF CODES 1111 EU1 YEL II� PLC INPUT INSTALL PLASTIC RISER LOCATION OF NEGHBORING 0 2"VENT RINGS AS NEEDED 12" ESTIMATED MAX HEIGHT 2' WELL OVERRID ELEV.SECONDARY 4"PVC WASTE LINE INSTALL PLASTIC RISER RINGS AS Eu' t� YEL/WHT-� LOCKING SAFETY COVERS PITCHED 1/4"per 1'Min NEEDED 12"MAX HEIGHT PROVIDE PLC INPUT REQUIRED AT TREATMENT SECONDARY LOCKING SAFETY COVER 2"VENT TO UNIT EL CSR 1 wHr/FED HOUSE INSTALL DUMMY RINGS OR FINISHED GRADE �� N u� PLC INPUT DOME AS NECESSARY TO BRING POLYLOK 20Designer: CSR2 FF EL.35.2' PROPOSED STRUCTURE TO 1' DISTRIBUTION BOX EU' wrrr/FINK BELOW GRADE MIN 2'MAX. IIS PLC INPUT � C.O. 8'D" PROVIDEACONCRETECOVER ISAAC RAE CSR3 EU- WHT/YEL r� _ GRADE 32' FROM PLC INPUT INV EL.30.0' ALL LEACHING POOLS SHALL BE OWTS TO DISPERSIAL 430 MAIN STREET GREENPORT NY 11944 W 1 B 1 m CV PLACED IN ACCEPTIABLE TRENCH NOTE: W1 ®®®® LEACHING POOLS AS APPROVED ®®® BY THE SCDHS IN THE EVENT 4" THICK UNDERDRAIN xf T. 347-276-6093 E. clay@isaac-rae.com FLOAT SW ITCH TO BE RATED 2 AMP AT 120V MIN.MAIN PANEL 4"SDR35 WASTE LINE 53 Ez 12 POOL LEACHING MATERIAL IS " SCHEMATIC ELECTRICAL +/-EL.26' PITCHED 1/4"per 1'Min INV.EL.29' ®® - ENCOUNTERED ECAVATION IS FILTER MATERIAL _ PROVIDE SPEED h6 DISCONNECT MUST BE PROVIDED BY INSTALLER DASHED LINES _ p TO BE CONTINUED TO SUITABLE TYPE 1 N REPRESENT ITEMS NOT CONTAINED IN THE PANEL.REQLIRED P I B I INV.EL.29'10" MATERIAL AND BACKFILLED AS t LEVELER ON EACH OUTLET TORQUE FOR TERMINAL BLOCK SCREWS IS 16 IN-LBS.FELp FOR HYDRO-ACTION AN440 +/-EL.24' INV.EL.28.6' DETAILED.CUTTING RINGS MAY W IREING MUST BE A MIN.OF 60C COPPER WIRES SEPTIC PRODUCTS INC r INV.EL.28.0' BE REQUIRED MAX CONCRETE Applicant of Record: INV.EL.26.6' LEACHING POOL DEPTH 25' POLYLOCK_DISTRIBUTION_BOX MARK hydroaction_Electrical "B" 2 3/8" = 1'-0,E 3" = 1'-0" 118" TEST HOLE ELEVATION 32.4' DUG TO 17'BELOW GRADE NO GROUND WATER ENCOUNTERED �( 067 n SANITARY PROFILE EL.31.9 451/2 060 1/811 = 1'-0" s 481/2 o �S • \ SEPTIC SYSTEM LEGEND OPO - \ KEY DESCRIPTION IMPROVED DWELLING WITH (n WELL WATER OVER 150' 218 A SAFETY COVERS REQUIRED ON TREATMWTS ENT ENT UNI SECONDARY IMPROVED DWELLING WITH PUBLIC WATER / / \ \ O �>a FROM PROPOSED SEPTIC B - POLYLOK 20"DISTRIBUTION BOX BETWEEN TREATMENT 0, s / \ \ j c9 _ 2034- UNIT AND LEACHING POOLS SECONDARY SAFETY COVER IS / e ��gyp, ALL DESIGNS AND OTHER DISCLOSURES SET FORTH HEREIN E REQUIRED ON DISTRIBUTION BOX COVER O ` �� / / / 8 O \ I((, ARE THE PROPERTY OF ISAAC-RAE LLC C -SEWER LINE FROM PRIMARY RESIDENCE TO TREATMENT C� (kr0 / 5 'n \ \ IN ACCEPTING THIS INFORMATION YOU AGREE NOT UNIT(4"SDR35 PIPE)8-MIN COVERAGE O �6� 06� / D� o j \ TO REPRODUCE OR CONSTRUCT IT,IN WHOLE OR PART, 511/2 • Q564 �jJ T. y //B \ � J \\ E \ PROPOSED 18'X36'POOL ISAAC-RAE LLC EXPLICITWITHOUT THE WRITTEN PERMISSION OF D -8'X 8'PC LEACHING POOL !/� 070 E 8'X 8'PC LEACHING 50%EXPANSION LEACHING POOL N / / \ ACCESSORY SETBACK REMOTE PLC CONTROL PANEL F -HYDRO-ACTION CONTROL PANEL AND AIR COMPRESSOR / W/HP80 COMPRESSOR �T Project: G -PROPOSED ELECTRICAL LINE TO BE PLACED IN CONDUIT / FRAMED 1 C SHEDS DRY EAST MARION H -EXISTING SEPTIC SYSTEM TO BE PUMPED DRY AND / (a+ ti C \\ ABANDONED OR REMOVED \ IN ACCORDANCE WITH SCDHS STANDARDS �Q / F O \ 325 Ba Avenue East Marion NY -TREATMENT UNIT VENTLINE BACK TO HOUSE TO BE 8 \ EXTENDED THROUGH ROOF LINE PER NYS 2015 IBC CODE. / 5 J H \\ \\ Y J -CLEANOUT FOR SEPTIC TANK INLET LINE EXTEND TO EL.31.3 = GRADE PER DETAIL F�x\g�\N0 Project No.: FLOW LINE SITE COMPONENTS LEDGEND TOTAL LOT AREA AREA=20,264.3 S.F. �\� `� 00042�oP� \ / I R-02 KEY DESCRIPTION U.P. / �P \D_2/ Ocj��G ?t�P� \ � O P G \ / R / / g 6 �O P F -�� F / 12 Seal/Signature. 1 PROPOSED STORM WATER DRY WELL FOR ROOF DRAINAGE � � Q OL 2 EXISTING DRYWELL FOR POOL DRAINAGE w/RF 3 EXISTING GAS LINE EL.32.7 S � ` D-1 G�� / 10 SCTM 1000-31 -10-11 4 EXISTING WATER LINE 2 F / 7z,a D 5 PROPOSED NON WATER PROOF RETAINING WALL O �.��5O�SO�S 9 64 63 6 PROPOSED HVAC EQUIPMENT J 7 PROPOSED POOL EQUIPMENT \ \ �G -G�/ 1 DN 8 LOCATION OF TEST HOLE \ , / / 1 10 / 9 PROPOSED UNDER GROUND ELECTRICAL 3'BELOW GROUND IN CONDUIT \ ��E I D-2 11 10 PROPOSED UNDER GROUND GAS LINE T BELOW GRADE PIPE TO BE SHIELDED \ �/ / 0, n � 11 PROPOSED UNDER GROUND WATER LINE T BELOW GRADE ,Y / / �0 2� 12 PROPOSED POOL EQUIPMENT S� 201 4012 60 SEPTIC CALCULATIONS PER SUFFOLK COUNTY CODE \, jo p A / BILL O F MATERIALS TABLE 3 PG 50-MINIMUM IIA ONSITE WASTEWATER TREATMENT SYSTEMS CAPACITIES � REQUIRED FOR 6 BEDROOM MINIMUM CAPACITY 660 GALLONS PER DAY \ OO OLL \ / � �N��VvP / / TEST HOLE ITEM P/N DESCRIPTION QTY: PROVIDED FOR 6 BEDROOM PROPOSED CAPACITY 660 GALLONS PER DAY \ \ \ /" RP / TEST HOLE ELEVATION 32.4' +/- An 600 HA-Ec50-11-Rv.75 AN600,245 NITROGEN REDUCTION COMPLETE 1 \ i� k- / 0-0' TOP SOIL Date: Scale: A 180052 TANK,PRE/PUMP 1000 1 LEACHING CALCULATIONS �� \ / IMPROVED DWELLING WITH PUBLIC WATER 100' 0 4 BROWN LOAMY SAND (SM) AS NOTED B 130002 KIT,SING 2 TANK CONNECTING STANDARD 1TABLE / 2'-0' Drawing Title: TABLE 5-MINIMUM LEACHING SYSTEM DESIGN FORA 6 BEDROOM RESIDENCE / n C 100110 ASSEMBLY,RE-CIRCULATION 245 COMPLETE 1 DEPTH TO GROUNDWATER OVER IT \ / \` / PROPOSED SITE PLAN � D AN600-P AN600 W/PLATFORM COMPLETE 1 REQUIRED FOR 6 BEDROOM TWO(2)POOLS;8'DEEP,8'DIA.40OFT2SIDEWALL AREA WITH / 50%EXPANSION POOL PALE BROWN MEDIUM � E Ec50-1 1-Rv.75 1 8'DEEP8'DIA40OFTz OPS,EC50-30-L-80-PLC TWO(2)POOLS; , . SIDEWALL AREA SAND AND GRAVEL SW PROVIDED FOR 6 BEDROOM WITH ONE(1)POOL 8'DEEP 8'DIA.FOR 50%EXPANSION POOL ( ) 4 AN550 245 NITROGEN REDUCTION SYSTEM COMPLETE DRAWN BY:A.DAVIS vEL.31.7 Drawing No.: CM \ �` N • APPROVED BY: SIGNATURE DATE: REV. �PART# O SURVEY BY KEN WYOCHUCK SITE PLAN BY ISAAC-RAE ARCHITECTS CSI hydr" CtlOri 05/31/17 0 HA-180053 ALL ELEVATIONS BASED ON NAVD 1988 USC&GS DATUM TEST HOLE BY K. WOYCHUCK LS DATED 05/10/2022 n Drafting 1 NO WATER LOCATED r_HE_AL_T_HD EPARTM ENT APPROVAL STAMP 1/211 = 1'-0" 13 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 EXTERIOR PORCH 5 AND PANTRY TO 6 BE DEMOLISHED 7 8 9 10 12 THIS APPLICATION IS APPROVED ONLY FOR WORK PORTION OF REAR I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL WALL FROM OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN FOUNDATION UP I I ACCORDANCE WITH APPLICABLE CODES. TO ATTIC TO BE REMOVED PANTRY OUTDOOR PORCH PORTION OF REAR WALL FROM FOUNDATION UP TO I 2' 6" I Consultants: ATTIC TO BE REMOVEDFI Surveyor: _ _ _ J Ken Wyochuk P.O. Box 153 Aquebogue, NY 11931 CUT IN FLOOR FOR NEW STAIR I - _ Structural Engineer: Alex Spyrou °C PLAY ROOM I r -' I N AES Engineering -_Q-- I I I- II 630 Fifth Avenue, Suite 2000 EXISTING BEDROOM I— EXISTING BEDROOM � z 1-- w I I KITCHEN � New York, New York z I ¢ cn l HER'S Rater: WALLS TO BE I c~n m Tom Baccarella W REMOVED — I NY Building Technology Group 9Route I _ \ Building 1, Suite B �, n -� \\ Miller Place, NY 11764 ri u u i 2ND FLOOR FOYER LJJ 4 1 Architect of Record: ------ 1 / IF1 ISAAC - RAE x EXISTING BATHROOM J� I I DINING ROOM 430 Main Street If I Ik== I I 1 0 no 2nd floor ---- ------ Greenport NY 11944 ------ ------ Contact; Isaac Clay Coffey R.A. ------ ______ NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com - - - - - - - Project: ENTRY HALL EAST MARION 325 Bay Avenue, East Marion, NY EXISTING BEDROOM EXISTING BEDROOM — - I Project No.: LIVING ROOM I IR-02 Seal/Signature: FOYER LO I — I I I I ® I I I I I I J I I � r I i I � i ----- ----- Date: Scale: AS NOTED ----- Drawing Title: EXISTING PLANS LO 6 co O N EXISTING 2ND FLOOR PLAN n EXISTING GROUND FLOOR PLAN Drawing No.: 1/4" = 1'-0" r` N 07 As001 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 1 5 A-300 6 iiiiii— =iii=iii—iiiii -1 I I-1 -1 11=111=1 II=I 11=1 11=1 11=1 11=1 11=1 1=1 11=1 I-1 11=1 I I_ =1 I -T=1 I I_ -1 11=1 I -1 I I-1 11=1 I I 1=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 11=1 1=1 11=1 11=1 I I-1 11=1 11=1 11=1 11= 7 1=1 I I=1 11=1 11=1 I hl 11=1 11=1 11=1 11=1 11=1 11=1 I El 11=1 11=1 11=1 I. 11=1 11=1 11=1 I I=I 11-I 11=1 I I=1 11=1 11=1 1-III-III-I 11=1 11=1 11=1 I I-I 1=1 1=1 1=1 I I-I 11=1 11=1 11=1 11=1 I-I 11=1 11=111 8 -1 11=1 11=1 11=1 11=111=T=1 I I-1 I I-I I I-I 11=1 11=1 11=1 =1 11=11 f=1 11=1 11=1 I I-I 11=1 11=x=171 111=1 11=1 I I 11�=1 I EI r=- 11=1 11=1 11=1 11=1 11=1 11=1 11=1TI=1 I I-1 11=1 11-I IIF=1 11=1 11= 9 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=i i�,-1 I i-1 11=1 11=1 11=1 11=1 I I-III-1 I�-i��-,_I 11=1 11=1 11=1 11=1 11=1 11=1 1=!I I-III-1 I I-1 11=1 I I-I 11-�!I-,_III-1 11=1 11=1 11=1 11=1 11=1 I�-,_III-1 11=1 I I-1 I -I I El 11-I 11-I 11-I I1-I 11-I 11-3.1 .I I_8, -I =1 11=1 1=1 11=111=1 11=�f-14;??I_1 1 1-1�=1 I I 1=1 11=1T_I 8. f=1 11=1 I=I 11=1 11=11?-?1=1 1=,II1 11=1T_I=1 11=1 11= 81=1 11=1 I I-III- 10 1=III=III=III=III-III-111 - - - - - - - - - - - - - - - - - - - - - - - - - - - - I-II!=III=III=11 11 -III-III-III-III-I I=1 I 1=1 I 1=1 I 1=1 I I- = 1=11 I=t:�o- I-�N I-�N I-�1 I=t11=ti 1=11 I�-I I-=hi hhi I-�i 1=ti I I I-t1 I _- 1�11�1 f�11�11�t1�11-�-11�11 I I-�,1=1 I 1=1 11= 1=III=III=III=III -III-III- I _ =III=11 12 =III=III=III=III=11 II =III-III =_ 111=111- 1=I I I=I I I=I I I=I I I I I I=1 I I I=I I I=' _ - -I I El I DRAWING REVISIONS -I I El 11=1 I -I I -I I I -III-I N I I 11=1 I I I I 1=1 11- 1=1I =1I -1I iiii E I1=1 III-I I I_ III III- 11=111=11 No. DATE REVISION Ti=1I1=111=111=1 II I =1= -' �=III III=111= 1=1 1=1 1=1 -III III-I "' I I_I I I- 11=1 11=1 I 1 -1 I -I 11-1 11=1 11=11 1 9'-7" 11=1 I I I 1 IEI 11- 1=III=III=III=III III=1 05 III I" 11=III=11 2 2 3 I-III-III III III-I III I v= I I=1 11=I I A-403 -III-III=_ -I I I N 0 � WAC 0 I--' I I I la I I= 4 ElI1- - �- - __ 5 III 11IEI11 II 1111 I1 04 I-111= 11=1 11=11 6 -III-III-I 11=1 I -I I r 62 SF 11=1 I I I I 1=1 11= 7 1=1 I Eizi I iiii I -1 I I=III=1 n__0 07 111 I I I- I =1 11-11 s -I I I-1 I -I 11-I 11-I I I I1 1=� I I 1=1 11= IEI II=III=III=III III=1 co - =III=11 9 =1 I El I -I 11=1 11=1 I I BEDROOM 06 I-�. I I 1=1 I�iii III-1 W = -111=11 10 -I I I-III-I I IEI I a I�11 a 13 1=1 I I I I=1 I I- 11 1=1 1=1 1=1 I1=1 11 I 1-I ° - III- 11=1 11=1 I 12 -III-III-III-III-I I A 188 S F 03 rI 1=1 I I I I=1 I I- I-111-111-III-III 111=1 �Z N 0 11=111- I I-III=11 -111-1 -1 I -111-11 =111 (I I—III– THIS APPLICATION IS APPROVED ONLY FOR WORK ElII=III-II-11 I=I I 1=1 I I 1=111= 11=1 11-�I III-111-111—III- I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL II=111 111-111- �-111-111-111- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR -III-I 1 -III-I I —I 1 E�U r 111 I=1 1 I I—I I I= TO BE CONSIDERED AS EITHER BEING APPROVED OR IN 1=111=111=11 =11 III=1 o D I W.D I I I-III= 11=III=111 ACCORDANCE WITH APPLICABLE CODES. -111=111=111=11 =11;4I T 8° 1 9'-1" I 6" 6-0" 12'-1 1 t zil I I=1 I E 1=1 11=1 11=1 11=1 1111=1 M -I 1= 11=1 11=1 -1 zZZI 11-1 11=1 11=1 I ELI r= I I I-I 1I- I-I 11=1 11=1 11=1 I I 11=1 �, , III-I 11= 11=1 11=11I -I I I-1 iiii 11=1 11=11 LAI)N III � -i i I I 11=1 1I- 1=1I1=111=1I1=III 111=1 co q FOYER III-I I1=111=1I Consultants: -I 11-1II-III-I iiii I�I I N 02Al r 111=111= I-III-III-III-IIII 111=1 W z 11 I I-1 - I 1=1 11=1 I Surveyor: -III-III-III=111=1111 g� _ A SII-1 SOFFIT FROM EXTERIOR 1=1I 1=1 I I-111-I I 1111=1 � �° 314 SF - I1=11 -1 f STAIR ABOVE Ken Wyochuk =1 I I-III-I 11=1 11=1 r �I L-1 f I I I 1=1 I I- 1=1 11=1 P.O. Box 153 1=1 1=1 1=1 I I-III III-I - - III-III- 1 -III-III-III-III-I I I �I 1=1 I I III-I I- Aquebogue, NY 11931 1 =1 I III III-I 4'-6 1/2° 2' s° 2'-6 1/2° I III-III- 11=1 I -III-III I I-I I I I I_I o I 4I II 11 I I I=1 I- I- II _ - -III-III �_II�II 1/4":i'sLOPE _ / I -SII-III III-I I- Structural Engineer: PROPOSED ADDITION I-1�11=III-=III III=1 MIN —► �— 1/4"-1'SLOPE - PROPOSED ADDITION MIN o1 / 8. °„ 9. 9.. 1 4„ III-111= I I II 11-I I I-I I -I I EJ I jl 1=1 I I I I I=11= Alex Spyrou _I=-=-ISI 1 _ III-III- I I-III-I I AES Engineering -1 I IF, I -III-I I -11 11- IEI I jl I-1 I I I I I=1 I- g g 1=11_ I IEI 11=1 I I I I=1 III-III- I I-)I I_I I 630 Fifth Avenue, Suite 2000 -III 1=I I I-III4-411m I =_ I_I New York, New York ?=1��T��Tt� 1 N �111=111=111��11 -III I I I_I 11-111- EXISTING HOUSE 1= =III=III=III-III- I�-11�1II�4li-!1= N III=III=III=111-=11 EXISTING HOUSE HER's Rater: I I III-III-III-III-III-III-11 I-III-I IIII r III-III-I 11=i I III-III-III-III-III=111=111=III=111-111=11 III=III=111=III=11 Tom Baccarella -III=111-IIIEI 11=III=111=III=IIIEI II-I Irl I INTERIOR ST IR UP PORTION OF REAR III=111=111-III- NY Building Technology Group 1=III=111=1 _ I I1=1_I1=III =11 WALL FROM %/ III=IIII-III=111=11-I1511I-III=111=III _ _ 1I III=III-III=III= 159 Route 25A I-1I 1-I I I-111-111- = III=1I O$ FOUNDATION UP I I1=1_I 1=1I1=111=1I Building 1, Suite B -I I I-1 I -1 I I-I I I-III_ - =1 11=1 11=1�1 11 TO ATTIC C TO B E 1 I I-1 11=1 11=1 I I- g NY 11764 1=111=III=III=III=III III=III=111=111=11 , III=III=III=III=11 Miller Place, -I I I-I I I-I I I-I I I-I 11=1 I I=I I I-I 11=111 I I I I REMOVED I I I-1 11=1 11=1 Izz 1=1 11=1 11=1I 1=l I -1 I -I I I-1 I I-I 11=1 11�=1 I I I I=1 11=1I 1=1 I -11 -I I El I IEI 11-I I IEI II-1 I IEI I IEI 11-I 11=IT, I I I I I I=1 11=1 11=1 1I- 1=1 I -I 11=1 11=1 11=1 11=1 I -1 I I-I 11=1 I I Ell I I I=1 11=1 11=1 11=111 -1 I IEI II-1 11=1 I iiii iiii I -I I El 11=1 11= I I I N , DOOR TO El I I-1 11=1 I IEI I I= II I I -1 I IEI I iiii I ]iii I -I I I-1 11=1 11=1 1 51 11=1 I I I 1=1 11=1 11=1 11=111 -1 I IEI I iii-1 11=1 11=1 II-I I -1 I I-I 11=1 11=1111 o EXI STING III-III-I 11=1 11- 1=1 1-I 1=1 I1=1 -1 I -I I I-III-I 11=1 11=1 11=1I BASEMENT !I 1=1 11=1 11=1 11=1 I Architect of Record: -I 1 El I -1 11=1 11=111=1 11=1 11=1 11=1 11=1 I III -1 11=1 I El 11=1 1I- 1=1T=1T=1►I-III-111=1 11=►11=1 11=111_ 1=1 I I S I-1 I►-1T-TI=11 ISAAC - R A E I- I-III-►II-►11-111-III-111-►11=11►=111=III=11 1=11►=III=111=11 II I_II I El ii1i X11111111111111 I IEI 1111111111111111111 I I El I II I I1�111_II 111E 111 430 Main Street -1 I I-I I -1 11=1 I -I iiii I IEI 11-I I IEI I IEI I -I I =111=1 11=1 I El 15 2nd floor 1=1 11=1 11=1 I I-1 11=1 11=1 I I-1 11-I 11=1 11=1 11=11 4X4 COLUMN SEE STIR !I 1=1I f=1I 1=1 =1 I -11 I-I I I-I I I-I I i7ll II=111=11IEI I I-I I I-I I -I I I -I I I-_I I I=M=11 I I I- Greenport NY 11944 1=1 I -I I I-1 I -1 I -I 11=1 11=1 1 1=111=111=1 11=1 I I I I=1 11=1 I F9 11=1 I -III-III-III=111=III=111=III=111=III=111=1I 12'-3" II I-III-I I1=III- Contact; Isaac Clay Coffey R.A. 1=111=III=III=111�I11=III=III=III-III=III=11 III=III=III=IIIEI 1 NYS LIC#039767 -1 I I-I 11=1 III=1 I I-I II-III l I 1=1 11=1TI=1 1=1r= I I 1=111=1 11=1 1I- 1=111-III-III-III=III-III=IIIElI1=111=III=11 III=III=III=III=11 T. 347-276-6093 E. clay@isaac-rae.com -1 I I-I I I-I 11=1 11=111=1 11=1 11=1 11=1 11=1 11=1 11 -III-III-III-I 11- 1=1 11=1 1=1 11=1 11=1 11=1 11=1 I -I I -I I -I I -I 111=1 I-I 11=1 11=1 -I I I-I I -I I I=1 I =1 II=1 I =1 I I-11 I=111=11 =111 11 I-I 1 IE I II=I I I- Project: I=1 I I=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I I I=1 I I-I 11=1 11=1 I � l I_I -I IEI _l i i 1_111_111_111_ EAST MARION 1=111=1T=l 11=1 11ElI1=111=111=111=111=111=1 I I I El I I=1IFI 11=►1 1111_1►1_11 I- 1=111=1 I F9 11=1 I l=l I =l 11=1 11=1 11=1 11=1 11=1 I ! 1=1 ►=I1=111=1 I =l 11=1 I I-I 11=111=1 I1=111=I I I=111=I I I=1 I El I 1 I I-I I I-I I El I I= 325 Ba Avenue, East Marion, NY 1=1 11=1 11=1 11=1 11-I 11=1 11=1 11=1 11=1 11=1 11=1 I I 11=1 11-I 11=1 11=11I y -I I IEI I -1 11-I 11=1 II-1 I1-1 I IEI I IEI 11=1 11=1 I I= 11=1 11=1 11=1 11= 1=1 11=1 11=1 I �iii I El I I-1 I I-1 I I-I I I-I 11=1 11=1 I I I-I 11=1 11=1 11=1 I -1 11=1 11=1 11=1 I =111=1 11=1 11=1 11=1 11=1 11=1 I El I I-I I El 11=1 11= Project No.: 1=1 11=1 11=1 11=1 11=l 11=1 11=1 11=1 11=111=111=1 I 1 11=1 11=1 11=1 11=1 I -I I IEI 11=1 11=1 I l=1_11=1 I I-1 11=1 11=1 11=1 I l=1 I I 11=1 I I-I 11=1 I I= I R-02 1=1 11=1 11=1 11=1 I -I I I-1 11-I 11=1 11=1 11=1 11=1 I 11=1 I F9 11=1 11=1_I -III=1 =1 I I=1 I =111=1 11=1 I I-I I I=1 I I=1 I l=1 I I 1 I I-I I IEI I El I I= Seal/Signature: 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I I=1 I-I 11=1 11=11 -I 11=1 I IEI I -1I iiii I El 1=1I 1=1I 1=1I 1=1 I E 1=1I IEI I I-I I I- 1=1 11=1 11=1 I IEI I IEI I I-1 I IEI I El I El I -I I -I I I I_I=1 I I-1 11=1 11=11 -III-I I iiii 11=1 I iiii 11=1 11=1 11=1 I I-I 11=1 I I �iil 11=1 I F9 11=1 11- 1=1 11=1 11=1 I -1 I I=1 11=1 11=1 11-I 11-I 11-I I -I I 1=1 t-I 11=1 11=1 -III-I I -III-1 I IEI II-1 11=1 11=1 11=1 11=1 11=1 I I -1 11=1 11=1 11=1 I E 1=1 11=1 11=1 I iiii I I-1 11=1 I I=1 I I-I I I-I 11=1TI=1 I I I 1=1 11=1 11=T=1 -III-III-III-1 I I-III-I I IEI 11=1 11=1 11=1 11=1 I I I I 1=1 11=1 I I-I I I- . 1=1 11=1 11=1 11=1 11=1 I I-I_I I-I 11=1 11=1 11=1 11=1 I I I=1 I-I 11=1 11=1_I -III-III-III-III-III-I 11=1 I I-III-III-III-III III-III-I 11=1 1I- I-III=111=III=III=11IEI II-III=IIIEI II=III=11 =_= III=III=111=III=11 -11 I-I 11=1 I -I I I-I II-I I -I 11-I 11=1 I 1=1I 1=1 11=1 I I-I I I-I I IEI I IEI I I 11=1 I IEI 11=1 I I= 1=1 11=1 11=1 11=1 11=1 11-I I I-I I I-1 11=1 I El 11=1 I I-1 11-I II=1 11=1 11-I I I I I_I=1 11=1 11=1 11=11I -I 11=1 I I-I I -1 I I-1 II-1 11=1 11=1 I I-1I 1=1 I I-1 I I-I I I-I I IEI I IEI I IEI I IIII-III-III-I 11- 1=1 11=1 11=1 11=1 I I-1 I I-1 I I-I I IEI 11=1 11=1 11=1 IEl 11=1 11=1 11=1 11=1 I I11=1 I I-I 11=1 11=1 f -I I I-1 I I - II -1 I -1 I El II-I 11-I I II I I- I-I_I �iill 11=1 I IEI I IEI I IEI I I-I I I_I -III-III-I I I- - - - 1=IIII=III=III=III=III-III=III-III=III-III=III=III=IIII=III=III=III III-III-III=III=1_I -1 I IEI 11=1 11=1 11=l 11=1 I iiii 11=1 11=1 11=1 11=1 11=1 I iiii 11-I I I-1 11=1 I I_ III-III-III-I I I- L _ _ _ j DEMO WALL El 11ElI El11=I I IEI II-I I I II IEI I I-I II=I I I=I I IEI 11=111=111=111=II I III=III=III=III=11 -1 I Ed 11=1 I El I El II-I I IEI I El I I-1 11=1 11=1 11-I 11=l 11=1 11=1 11=1 I IIII-I 1=1 11=1 11- 1=1 11=1 11=1 11=1 I IEI I I-1 11=1 I V1 I 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I HE II EXISTING WALL -III=III-III=III-III-III-III-III=III=III=111=III=IIIii II=III=III-_ __-_ _ - _ - - _ - -III=III=111=111= 1=1 11=1 11=1 11=1 I IEI 11=1 11=1 11=1I 1=1 11=1 11=1 I I11 I I-1 I I=1 I I=1 11=1I 1=1 I -1 I I-1 I I'. 11=1 1=1 11=1 11=1 I I-1 I I=1 I I=1 11=1I 1=1 11=1 I I-11 I-1 11=1 1=1 1=1 1=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 11=1 I I_I I I=1 11=1 I1=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 I I=1 11=1 11=1 11=1 11=1 I =1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 I I_I 11=1 11=1 11=1 11=1 1=1 I1=1 11= I_III_III-III-III_III_III_III_III_III_III_III-III-I I I_I I_I I_I I I_I I I_I I I-I I I_I 11=1 1=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 I I_I 11=1 1=1 1=1 11=1 I I-I 11=1 11=1 11=1 11=1 1=l 11=11I =1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11= NEW WALL 1=1 1=t I =1 I =1 11=1 I I-1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 1=1 1=1 11=1 11=1 11=1 1=!11=1 1=1 1=1 1=1 11=1 11=1 11=1 11=1 11=1 1=1 I1=111 _I I_I I I_I I I_I I I_I I I_I 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 1=1 11=1 I =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 1= Date: Scale: AS NOTED n Drawing Title: 00 PROPOSED PLANS - BASEMENT M O T Drawing No.: N n P�4pos1 dOBasement N i "PIN I I 6-0" 17'-l" 6'-0" NOTE S l._._. ...........__.......... .......... .......... - .. ...-,--i--...._...._..1._.._.-.. �._... ._..._.I._.. I iv -OP M r i m �T DRAWING ISSUE NO. DATE ISSUED FOR 8 1/2" _ `27'-7" _ ._ 9 1/2" 1 04/27/2021 SD Floor Plan Approval +++ 3 4 ------------ 5 9 6 A-407 bo ... _...... A-401 .�_.. __.....__.._....- 1 9 1 — - 29' _.1_.__..__..._...._...__ .. _..__ _TERRA E ...__ _........_ _ —( - .- --.- -..._. 10 A 400 2' 8.. 7.. 2. $,. 7.. 2. $., 8.. 2. 8.. 8" 2'-8" -6'-6"- — _ ._.....1... _.___............_ ........_ .......T...._._..J._....._.__.. .-_ _ _ .... _1...._..... ...1...._. _L_.__.._L._ :..._�....._...T 11 I I ! — 6 6 1/2 ; i -15'-11 1 2,,.....__.._......._ _ �.--._.....- 6'-7 1/2"._.................... 12 DRAWING REVISIONS `\I I I I N IA. 11'-9" + I N E E ( N0. DATE REVISION r � _ 00 N 2'-0" 4' 0" 3' 10 1/2. I f M ; ' I d /13\ T 1 00 A I r 2 i ILO 3 4 I N C I I I I I 5 2 N 2'-6 ( ! ! I °° 2 N A-300 N i I N A-300 — ' rR 6 4'-10 I 7 - � I ( KITCHEN I co 8 T N CLOS. � - = , CD i A I � 19 B , CV ZO W/C N N ( 0 - 10 M r I q i - 555 SF N N N 11 N - 2. 2.,._._ j N FL-01 - N b0 - - 12 +++++++ I T T <1L-04 ( FL-01 +++++++ "� "' A I I =OPI f ++ + B THIS APPLICATION IS APPROVED ONLY FOR WORK iv INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR NS EGRESS WINDOW TO MEET 2020 NYS CODE I ( r &(IRC 2018)8310.2.1 NINIMUM OPENING AREA X X TO BE CONSIDERED AS EITHER BEING APPROVED OR IN cn ! TLo Y. +++ #t ( M ACCORDANCE WITH APPLICABLE CODES. i N A N X +++ ff C N \ N Cff N N 10'-10" 6'-0 112'" 10'-9 1/2" +++ ++ 24 I Consultants I I i Surveyor: co o M _ I I Ken Wyochuk M I j I Refrigerator - - - - — — — I ! I P.O. Box 153 ' � Aq eb g NY 11931 u o ue, 91-101, 9'-0 1/2, 10'-1 1/2" }- - .-.._.. .... .... — — -9'-8 1/2"- - — — 9'-1 1/2' / 1 1 j.._ — - 4 4 i. . I A-407 Structural En _L....... TL-06 D21 - FLOOR TO CEILING 2 - FLOOR TO CEILING ..... . .._.A030 Alex Spyrou SLIDING DOOR SLIDING DOORONNECQR NEW OPENING AES Engineering rin — - — - — - TO STAIR630 Fifth Avenue, Su ite 2000 kJ New York, N York - - - - - — — — — — — — — _....i.._T....._.;.....i....�. .... I Tom Baccarella - A-404 a._.IL I A-403 NY Building Technology Group i......... i..._L......L............ I I - I gY p f _ Q I STAIR TO MEET 20 0 NYS CODE _. ; . _ 159 Route 25A f t PRO r .._.............:._ ................ .... I P POSED > _..i....... &(IRC 2018)SECTION 8311.7 STAIRWAYS - j .....�... , _.....L..... ......._�........ __. _..a._......_ Building 1, Suite B { ...i.;_...i....' I ! EGRESS WINDOW M STAIR TO ;_. ._ -; ATL-07->t__-1_......... ¢ G SS NDO TO MEET �p }................................._.... ..i ..I...._,_._,........._...........L..,....._..}.._t..........., ... 0;. . Miller Place NY 11764 BEDROOM &(IRC 2018)R310.2.1 MINIMUM OPENING AREA BASEMENT '- I : i - .....r - +- I 4'-2" .. -- 1 I : I I -- E19 t J±L I 2 ++1141 S -- .;..._ F....... ..;..... -{ - -11+1_-/2— .. ....,.� - I Architect of Record : , ry : 3' ENTR6 CLOSET 404 _...-... . :._.: T7 ISAAC _ RAE o 430 Main Street LO .............................. ...__..............._......_ -._ --------......'.__. ._FL-01.......__....._ ._ _ —_.__.._._..._.._.._..._.. _-_ _--___--REEVING—.. 2nd floor ;__— .—..__._.._ ._...----.._..._..---..._...._...... ....-..._......_-..._—_...._—..........—.....-.._..—._.. _........ . - _____.__._..._._.. ......_...__.. ._._ . ._.._....__-.___.._.__......---....--------._._—_.___._-_-_-_::__:_-- _ Greenport NY 11944 T5 ., NYS LIC#039767 o o I A 405 3 .- :____....__: ------- ____-___._._._ _.. -___.......---.._..._..-_--------_—..---._....___----._...._.. ..............._......._...._.._ _.__. Contact; Isaac Clay Coffey R.A. EXISTING HANDRAIL I '.� _— ---�-- W :...;. -- _ __ ...._ ....._-____------.__ ._.._._.._.._.__� _____. ._._._._ _ _._..__._._._._.....__._.... __.,.._,_......._.....,... �........._...._:_..._ _ ----- -- --- TRANSITION TO NEW FLOOR-TO MATCH ORIGINAL----.___.___._-____._______._._._..__.__.. L........._.... ;....._,_ _ .._ — — _-..................... ..--_—__ � - __ T. 347-276-6093 E. clay@isaac-rae.com TL-07 I _._.....--_.._...._....._...- - ;....+.. .._...... ..._.....__ .i..._... .. -------__..._.._.___.................._........ _ . Project: � _. _. — a_ ; EAST MARION 4 1 / 1 _...�..._....�__�.. ..._ ........ ............ --- _..._... -........ .- Bay y Ave nu , East Marion, NY :i a e n _........_................................................_..........__...................----------- _._.._......................._... Project No.: ...__................................_......_.._.._._................._...._._............. .............. -- --- IR-02 — _..--- ---.._._...------- ----- ._...----- ------ NEW PROP O _______._.__.......-._....._.._..__...__..-.--.—_-.. — — — — — — - ------ STAIR Seal/Signature: T3 . .....__..........................._....................................._............__..............._....._......_.......................................................................................... .....................----------...._..................... ...._............._._................._._.. _ ._....._ _._—.. .__... _._...__.... ---..._.__._...._._ -__ .. ... ........................................................_ ......__....... ............_..................._._..._._...._.._._......_............---.._.__.._..---- ......._..._.._...........................-.................................. »_...__._.........................._.......................__...........................................................__.._.........._..._._......... .._......._.............. - BEDROOM ---- - ---.._._...----------- BEDROOM T7 _......_._.......-.._._......._.__ ...................._..__...............-......................................_.._..........._.............................................. _ — __..........._....._...........................__.-__-___________._._ .........._..___._.__ -�V1NG-800_M_.._..---__._._.____-.-----._.._..__.._......._.... - -. ..._................. ----` -_ .........................._..........._.............- -.._._............... ..._..... 21 __...._._.__...-- __-_...---......-.............................----......... _ T4 - T4 ` _ ; ; T3 T3 Date: Scale: ' AS NOTED L — — — J DEMO WALL Drawing Title: C) 9 T9 ; TS TS " PROPOSED PLANS - LEVEL 01 & 02 EXISTING WALL • - - - ` , - •, r .- - . . • ,- .- _ - ,- • - -•- - . ; ' .. - ' ' - -• - , ' ; ' • � - • `• -, •. ;".` - - co cv NEW WALL - • - - . •• - . ., - _ _ • _ . Drawing No.: o n 2ND FLOOR PROPOSED n GROUND FLOOR PROPOSED 1/4 = 1 -0 1/411 1 -0, M . i NOTES PROPOSED PERGOLA ....._..........._.i...._.... ...........—_..__._.._....................1................ DRAWING ISSUE _.._....II.................. _.._.._..._........_...... NO. DATE ISSUED FOR _�.._._. __._t..._...... 1 04/27/2021 SD Floor Plan Approval 2 0 0 -j 4 5 0 0 6 0 07 _ 8 9 - -. �_.._. ..._.Y.._.. 10 11 12 ASPHALT ROOF DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 6 W N 7 O in 8 J 9 0 10 N CM < SLOPE SLOPE N 11 7/12 00 W N 00 7/12 12 T THIS APPLICATION IS APPROVED ONLY FOR WORK J r': INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL I) OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. Consultants: Surveyor: Ken Wyochuk P.O. Box 153 Aquebogue, NY 11931 PROPOSED ADDITION EQ EQ �— � Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 EXISTING HOUSE New York, New York HER's Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1 , Suite B Miller Place, NY 11764 Architect of Record: ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: ------------- ------------- I I Date: Scale: AS NOTED Drawing Title: a_ PROPOSED PLANS - ROOF 0 0 m c� 0 •- — Drawing No.: N N 0 N r- Proposed Roof Plan A� i u2 Q--' 1/4" = 1'-0" NNW NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 a 12 w GFCI PT-05 O DRAWING REVISIONS w �� o �,, LU FLUSH MOUNT NO. DATE REVISION CEILING SCONCE 1 UP TO / I �-` —4l'-51/2" � — I 2 KITCHEN 3'-0"' 4'-5./2 4'-5 1/2" Ll EQ EQ 3 C — 5 w I PT-05 1 s \ 6 I � \ I JAMB GFCI 1 w \ I `_r' I s 8 Imo- - - - - - - =�— EQ ECO EQ 10 M / i \ 12 1-. N Lr) / I \ THIS APPLICATION IS APPROVED ONLY FOR WORK EQ EQ EQ EQ / I 1 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 01 op1 OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR / w 4'-10" 7'-3" I // 6'-0" TO BE CONSIDERED AS EITHER BEING APPROVED OR IN OUTLET FOR / �S I ACCORDANCE WITH APPLICABLE CODES. WASHER/DRYER — — — — — — — — — i J — - - PT-05 / I ELIECTRICALOUTL TTYP FLUSH MOUNT LU CEILING SCONC I I I 6'-11" / I PT-05 GYP SOFFIT FOR EXTERIOR Consultants: 1 _ i I STAIR ABOVE I Surveyor: ° Ken Wyochuk I P.O. Box 153 EQ EQ W �\ j I �� Aquebogue, NY 11931 I � I N I 4'-81/2., Structural Engineer: N 1 Alex Spyrou s- 1NJ AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York UP C? I 2'-1" I _ �s HER's Rater: PT-05 Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 M Architect of Record: ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com /RCP IN EXISTING AREAS Project: TO FOLLOW EXISTING LAYOUT EAST MARION 325 Bay Avenue, East Marion, NY Project No.: IR-02 Seal/Signature: Date: Scale: r — , AS NOTED L _ _ _ J DEMO WALL Drawing Title: r 0 PROPOSED RCP - BASEMENT cfl c� EXISTING WALL 0 T N NEW WALL Drawing No.: 0 N C\J n Basement RCP °' ��1/4" = 1'-0" i 911 NOTES T DRAWING ISSUE NO. DATE ISSUED FOR I I - 1 04/27/2021 SD Floor Plan Approval z 2 3 I I 4 — — — 1'-6" — — 1'-6" — 5 5 I I o 7 S N H 10" 9 10 51-01, 1 -6 3'-0" 5'-0" - I ( 11 — — — — o — — — — — — — — — — — — — — — — — — — — - - DRAWING REVISIONS N S- S- )S I O I r ELECTRICAL OUTLET 00 ` _S I I II �_ IIII \I _N I III IN NICIII HE O\F ISLAND lII(I \/II 291N O. DATE REVISION o I 9'-4" I I GFCI „ 9'-4" 4'-6" GFCI 10 � GFCI N 3 HOODVENT PENDANT CENTERED ON ISLAND 4569 + ELECTRICAL OUTLET TYP.1 WALL MOUNTED " Ib PT-05 � I 4' 3 I RECESSED � LIGHTING FIXTURE g ON DIMMER TYP. 10 FLUSH MOUNT CEILING SCONCE GFCI I I I I I I \ I \ 11 I L ELECTRICAL OUTLET I 12 GFCI I \ / I N r I PT-05 I I IN NICHE OF ISLAND L �_� I THIS APPLICATION IS APPROVED ONLY FOR WORK w bo I / I / I / INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL O GFCI _S N I I o I I — OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN d S d I I I I I o ACCORDANCE WITH APPLICABLE CODES. W EQ r I EQ� sJ W 1 2--1 I GFCI s s T 2-4 "' co W GFCI d _ REFRIGERATOR GFCI Consultants: S Surveyor: 5'-0" 1'-8 1/2" iv cV 2'-7 1/2" y W ' � Ken Wyochuk PT-05 a EQ EC ( - - o o PT-05 P.O. Box 153 _ L " ch — ih O WALL MOUNTED PT-05 Aquebogue, NY 11931 ELECTRICAL OUTLET TYP. 2'-5 1/2" 3'-4" \ d I 2'_0" 2'-0" WALL SCONCE LU LU I ! N Structural Engineer: Alex Spyrou GFCI EQ EQ01 J'r S AES Engineering o PT-05 L, 01 `� 1 -10 630 Fifth Avenue, Suite 2000 7 w W — I New York, New York PT-05 W -�- —_ I HER's Rater: 8'-3 1/2"/ I RCP IN EXISTING I V r ?I - REASTO FOLLOW — — — — —I — — — I— — Tom Baccarella 7 o07 o EXISTING LAYOUT/ 4'-0" 4'-2 1/2" 5'IO" I 4' 2 1/2" 4'-0" 3'-1 1/2" NY Building Technology Group W 159 Route 25A T ' I Building 1 , Suite B Miller Place, NY 11764 F GFCI \ FLUSH MOUN - — — ❑ / W S �S CEILING SCONCE 0 s s PT-05 _ GFCI 0W W s- 1' PT-05 I 1 Architect of Record: 6 6EQ EQ ' ISAAC - RAE I GFCI _ I C? EQ EQ EQM f 430 Main Street 10 2nd floor RCP IN EXISTING AREAS j�— O FOLLOW EXISTING LAYOUT / – Greenport NY 11944 PT-05 , Contact; Isaac Clay Coffey R.A. _.....__........._............ i I NYS LIC#039767 GFCI i F RCP IN EXISTING AREAS i j T. 347-276-6093 E. clay@isaac-rae.com i I i TO FOLLOW EXISTING LAYOUT I ' Project: I �' - EAST MAR ION 325 Bay Avenue, East Marion, NY I _.__.._. .__...._._...._. .__ Project No.: I R-02 pp iE - --- Seal/Signature: EI 001 S r r IN PORCH TO FOLLOW EXISTING LAYOUT Date: Scale: AS NOTED Drawing Title: No. L _ _ _ j DEMO WALL PROPOSED RCP - LEVEL 01 & 02 co co o T- EXISTING WALL Drawing No.: N 0 NEW WALL N n Level 2 RCP n Level 1 RCP 1/411 = 1'-0" 1/4" = 1'-0" NOTES DRAWING ISSUE T.O. ROOF NO. DATE ISSUED FOR -26'-51/2" 1 04/27/2021 SD Floor Plan Approval --- 3 4 N 5 U? 6 is 7 8 9 Roof 10 - 19'-0" 11 _ 12 -_-- -- _-------._..------_....---.-.___-- DRAWING REVISIONS NO. DATE REVISION -----:::.....-- ------------ []ALE []A ...------... _ _ - 1 W D-02 W D-01........................_..... �:-:.W D-01....._-.. W D-02 a, 2 .___.__._._....._...._. ........_._.._...__...__.. _ .........-........_._... ._..___..- ----_ ..... _..... ...... _..... _------ - 3 ----- ---- __ .._. _.....--..._._._......_._.._... . N 4 ---- - U? ..___..._.._._--------_-__ ___.................. _ N _ LevelPERGOLA 7 : x _....._..-..............._....__ ---__ - ^a vinrrJiai:.ii:i'.iii;rrT!. —._�_.__. _....__...._._----_.._-_. ---- -.--------._..._._.._ 9 .I,:. - •- TERRA CE............................................................ 10 ----..._ ---- W D-01 ........................ OTHIS APPLICATION IS APPROVED ONLY FOR WORK — I - _....._......_..._._..__........... _. / \ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR _............. __._-....__....__......_......._...._... \ 13 / _..___.._.. TO BE CONSIDERED AS EITHER BEING APPROVED OR IN — — ------ ---- a o II \ / P _ __ ----- - — -- ACCORDANCE WITH APPLICABLE CODES. T.O. TERRACE N - Level 1 Consultants: ! i 0 �.._: I LO o Surveyor: �.----- !C_- _.._._._._._. _ N Ken Wyochuk _GROUND P.O. Box 153 -3'-0" Aquebogue, NY 11931 I_I I I_I I I_I I I_I I I-I I I_I 11=1 11=1 11=1 I I-1 11=1 11=1 11=1 I I-I 11=1 11=1 11=1 I I-1 I I-III-I 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_,I I_I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I_ — .I 11=1 I I=1 I I=1 I I-1 I I-1 I I-1 11=1 I I=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 11=111=1 11=1 11=1 I I-I 11=1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 11=1 I I=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I f-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 11=1 I I-1 I I-1 I I-1 I I-1 I I-1 11=1 I I- =1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 11=1 11=1 I I=1 11=1 11=1 11=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=11 I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I=1 t 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =1 I =1 = _ 1=111=111=1 -111=1 I-111=111=1 -1 1=111=1 1=111=111=111=1II-1II-111=111=1II-1 1=1II-111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=111=1 Structural Engineer: I I I I III-III-III-I I I_I I I-III-III—ll- =1 =1 I =1► =1 I=1 I =1 I=1 I I=111=1 I I=1 I I=1 I I=1 I=1 I=1 I=1 I I=1 I I=1 11=1 I=1 =1 I =1 I =1 I =1 I I=1 I=1 I I=1 I =1 I I=11 =1 I=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1= I 1=1 =1 =1 -1 11=1 1=1 11=1 11=1 I =1 I =1 11=1 11=1 1=1 11=1 11=1 I I=1 I I=1 11=1 I I=1 I =1 I=1 I I-1 1=11 I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I-1 I I=1 I E=1 I =1 I I=1 I I=1 I I=1 I I- I = 11=1 I=1 = _ _ _ _ _ _ _ = 1 1=1 Alex Spyr _ I I I I II III_III_111_111-III-III_III_III_III_III_ AES Engineering =III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=1 1=1 1=1 1=1 1=1I 1=1 1=1 11=1 11=1 1=1 1=1 1=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 1=1 I I-1 11=1 I I-1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 1= 1= 1=1 1=1 1=1 = _ _ _ _ _ _ _ _ _ =111=111=111=111=1 11=1 I1=111=111=111=1 I1=11 I=1 I I=1 I I=1 I I=11I=11I=111=1 I I=1 I I=1 I I=11 I-111=1 I=1 I=1 = 1 = 1 = 1 =1 I- _ _ _ _ _ _ _ _ = 1 I I I I I I III L-III-III-III-III-III-III-III- 630 Fifth Avenue, Suite 2000 =1 I=1 =1 =1 I I=1 I=1 I =1 I =1 I =1 =1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I I=1 11111 111 1I I II IIII II I II III V I I II I II I III I II II I II II II II I II I I II I I II I II I III II I III II 11 II I II I II I II I III I III I II I II II I II II I II II I I I I1 II I II II I II II II I III II I II II I II I I� New York, New York HER'S Rater: n North Elevation Tom Baccarella 1/4" = 1'-0" NY Building Technology Group 159 Route 25A Building 1 , Suite B Miller Place, NY 11764 EXISTING HOUSE � T PROPOSED ADDITION Architect of Record: T.0. ROOF � ISAAC - RAE 26'-5 1/2' 430 Main Street 2nd floor N Greenport NY 11944 L9 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T2 - 2 1 r A-502 A-502 ( T. 347-276-6093 E. clay@isaac-rae.com N -- - - - --- - - -- -- T - - - - - Roof Project: WD-06 19'-0" _ __ _ EAST----- ------ -- _._.__......__....- --- --- ..... ------ - ---._._.. __ -- S ....................... --........................._ _ _ ___ - T _ . Ell ....................................__......-_-... — WD-06 ....._..._-.-..---.....I............_................. _..._..._..._...._.._.......__....._._.......__ AV Vk .__......._.._..._......-............._._.. ____.......___-_ 325 Ba Avenue Eas M ri N —NOTE:EXISTING EXTERIOR WINDOW.. --.......-.._...._...._._..._....._— T7 ---- _ T7 TRIM TO BE W D-06 TYP. ..._..............._........... . .........._----------- O ._ _._.__.._._� -- -----..._._................. _...._.._._................ __----...._ ... ---_...._........_._.._.. _ W D=02 -W D-01 W D-01 W D-02 0 .......................................................... ....-......__..._...---- ....._.._......_..-- __ Project_-- �, _...._......__...... rn olect No.. -- I R- 2 _._.__ -__ .__.__..._.._..._......_... _....................................................................................._.. 77� .. 0 ^ - -.-.__._..__._ __...___.___._._.._..._..__ _..........._..______ -- — - ........--- -- NOTE:PERGOLA TO BE W D-01 N ................................................. I ... I--.................. ;;AJ ................... .......... .......... -------------- I ..................._..............................._.. L _.-_....._..__•--_•_•_••___ T- Seal/Signature: ...................................__._...... .............................................................._............................--------- . _ _ ........................._...._.....- ._._............._._......... .................................................................-._................_......._............_......_........................................................_........_._.__..__... _._.__. _._. --._ .._.._................._.__.._... ...._.._._...._.._.__...__..._._.._._..__....._........................._................._..................._.._....._...... _..............._...._....__..._._...--..WD-06.. --...__..._ _ -. __...__..._._._........_.._._..._...................._....__......._...--.___......._......_...._....____................................._._..._...__.........................__..........._...._........._........____......_....._...._..._.......... N _N_.. Level 2 VI ....-................ _. _._.__._._.._ 1 ..... .. ....-...._........_....._.___r-._._._._._...---.. 0-0 _-- _______...__.__._..,___._._._..___-.___T___...._._._........_..._._.... ------- ..........------ ----..._......._.._......_..........._..........._..................................................__.... ... .__.................................................................._..... .... ............_._................................._...................................................._....._.............._._._. -- -..__... ._._..._.._.._...._- ---._._........_....._..-._..._... ----- NOTE:EXISTING PORCH INCLUDING L U G CO UMNS,DECKING, _. __.... _.__.._......._...._.. _.__..._.._....._..-----......._.._. CRAW LSPACE COVER CEILING AND RAILING TO BE W D-05 .......___.....___-_____. ............._.............._.._..._..._......_..._... __._ _. - -..................... ---- _...... WD-05 _.......__... 1 1 WD-05 T7 _..._..........._._..__.... / _._.. --....................... - _.. ^_� I� _..___........__._. PERGOLA o - __ _.._........_ 1 - ----- __ -- -- O __...__.._._._._ r ._......._-........_.._..........__.. _... ._.._. __ _ .__.-._. ....._......_.............-.--.. _ _ ..._.__... ...... TERRACE I 14 — _.__.._ __:-__....__..__.. _.._._..................... --- __ :_... __....__..... _ --..................._._..-_:.._.._.. .....................- _ _ _..._........._.__..................._........... �_ _.--.._-..-._..----- N._......................_.. _... .... ......... .. .......... .._.... . _ _.....__._._.. __ -._.._...__ _._._............_..._......._.._._.._...._.._...... _ r ........................... .... 'I —NEW STAIR — --- - — — — — — — — ,�- — — Level 1 _....- --._.._........._........._.._... ... . .........................................._.............. ......... . . . ......... -- -..__....._._.._... ......_..._...._.._...._........_......_...._._......_._.... .._.... _ ..._.. .................................. ............................................................................. ...................... _....._..._...__........._._..__..... .. __- - _..._.. _ _ _.._._._.............__......._....._.._................__.._......_.............__.._....... ............_.....-... o _.._..-._......_.... ................................................_......- ... ........._......._.................WD 05 - ._..........................................._._._.._._ _.... ._...... _...---._.._._.. ....._ __..._.__..._...._......_........._........_................_.._.......--- -, WD-05 ---_._.__._.__.._.._...___...._.._..._._....._._..---..._.._.._.............._..____.-... iv I "' Date: Scale: - — — — —......... ..........- _ _....__�. =_ .._.....-...__..._......_._._..._.. -_- --.._....... _ _ –_- .-._..._.._..._._................. .._._._.................._..._....._........................._..........._...__ AS NOTED =_=== 1=1= =!_I=!_!=-= - jg NOTES T.O. ROOF DRAWING ISSUE 26-5 1/2" 5 NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 N 3 4 0 F_ 5 6 T1 7 -_ -- Roof 8 10 12 ,-KWD-06 _. NOTE:EXISTING EXTERIOR WINDOW _ _..... f9 T9 -- -- __ = DRAWING REVISIONS TRIM TO BE WD-06 TY P................................................. _.... � __ _.__._._.._._.._.._.._... ....... __._._.. .._... p T4 _ N0. DATE REVISION -- ._............-_......... W D-05. ......... ---- - r 3 _ __.-:............................... _ 4 _ -- -- - - - - - - - - - - - Level 2 5 10' 0" 6 7 WD-05 8 NOTE:EXISTING PORCH INCLUDING COLUMNS,DECKING, — - — CRAW LSPACE COVER,CEILING AND RAILING TO BE W D-OS _. ---- T8 T8 __ 10 __............ ........... 11 9 12_ T . T7 T - - — THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL -- OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN _ _.. _ ACCORDANCE WITH APPLICABLE CODES. ..... .. _ .-.: ...... .._.... .... _.....:. ....... U = 'S Le- vell L - O1 ............ _ _._..__..... ---......._......._............._......._......_._........._.. Consultants: ---- -WD-05 - FWD-05�__. _. _._.._._.._. --- - M ....__.._.._..._._...__..__W D 05.._-----_- _ _ _ = I I1=1 1=1 I= = I 1=1I =1 -1I I-111=1I1=11I-1I1=111=1I1=1 1=1 1=1 = =1 =1 = _ =1 =1I = = - = - - - = - - - - - - - - = - - - - - - - I- - - - _ GROUND�- " Ken W ochuk -11 I-1 I I-1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I -1 11=1 11=1 11=1 11=1 I I-1 11=1 I I-1 I I-1 11=1 I I-1 I I-1I I-1I I-1 I -1 I1=1 I I-1 I I-1 11-1 I-1 I-1 -1 I IE1 =1 I-1 I I-1 -1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _= 3 0 y I I II II I II II I I III_III_111_111_1II_III_III-III-II I_II IIII III-111_111_1 II_III_ P.O. Box 153 I=1 I I=1 I =1 I I=1 I I-111=11 I=1 I El I =1 I I=111=1 I I=11 =1 I I=11 I=1 I I=11 I=1 I I=11 I=1 I I=11 I=1 I I=1 11=1 I F9 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11= I =1 11= 11=1 I=1 11=1 1= IEE 1= _ - - - = - - - - - - - - - - III=III=III=III=III=III-III IIII=III=III=III=III-111=1I1iIIl=III-III-III-III-III-1 5-d 1=1 = _ _ _ _ _ _ _ _ _ _ = I I = I I = I II = III III_III_III III III 111_111 III III IT_I 111_111 III III II _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I III-III_111_111_1 I I_I I I_I FI I I_I I I-I I I_I I I_111_111_1 I_I I I_I I I_I I I_I I I_I I_I I_I I►_I I I_I I I_I I(_111�f_III_I I7_I I f_IT_I_IT_I_I I I_I I f_Tf_I I f_ Aquebogue, NY 11931 I_III_III_III_III-III_III-III=III_III_III_III_III-III-III=III=III=111=111-III-111-III_III_III=III=III=111=111=III=III=III=III=III-111=III=III=III=III=III=III=111=III=III=III=III=III=III=III= _ _ - - _ _ _ - - - III III 111_111-III III III _III-III-II =1 11=1 I I=1 11=1 I I=1 I I=1 I I=1 11=1 I I=1 I =1 I I=1 I I=11 E9 I I=1 I I=1 I I=1 11=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 I I=1 I I=1 I I=1 I I=1 11=1 11=1 11=1 11=1 11=1 11=1 I I-I 11=1 I I=1 I I=1 I I- I = 1 = I- 1=1 = =111- _ - _ - - - 1I I I I I I► I I III _115111=111E... III III I I I_I I I_I I I_ I=1 I I=1 I I=1 I I=1 11=1 I I=1 I I=1 I I=1 I I=1 I I=1 I=1 I=1 I=1 I=11 I=1 I =1 I I=1 I I=1 I I=1 I I=1 11=1 I I=1 I I=1 I Ea I I=1 11=1 I=1 11=111=1 11=1 I I=1 =1 I =1TIE 1 I1 Ti1 H 1 =__ I I=1 III-11 I=11 I-111=1 11=11 I-1 1=1 1= _ - - - _ - _ - - - :I _ _ _ _ _ _ _ _ _ _ _ � � T = I I I_I I I-I I I_I I III I I I I I_I I I_I I IE I IT_I-IT_I_IT_I_III_III_III_IT_f_III_III_�111_111_III_III_III_III_III_III_III_III_III_III_III_III_III_III_III_ Structural Engineer: I-III-I I I III-III-III-III-III_III_III-III-III-I I I_I I I_I I I_I I I_I I I_111_111_1 l I_I I I_I I I-III-III_III_III_III_III-III-I I I_I I I-III-III-III_111_111_1 I I_I I I_I I I_I I I_I I I-III-III-I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I =III=III=III=III=III=III=III=III=III=III=III=III=III=111,111=III=III=III=III=III=III-III=III=III=III=III=III=III=III=III=III=III-III=III=III=III=III=III-III=1 I=1 = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ IIII I I_I I I-III-III-I I I_I I I_I I I_I I-III I I I_I I I_I I I_I I I I LI 111- l l_ Alex Spyrou III_III-III_III_III_III_III_III_III_III_III_III_III-III-III_III-III-III_111_111_1I I_I I_I I I_I I I_I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I LFII I I I_ITI-1I III III-1Ti O Baseme_nt Slab AES Engineering 9 -9'-0 630 Fifth Avenue, Suite 2000 New York, New York n South Elevation HER'S Rater: Tom Baccarella NY Building Technology Group 159 Route 25A PROPOSED ADDITION -1- EXISTING (-'OUSE Building 1, Suite B Miller Place, NY 11764 - - - - - - -I - - - - - - - - - - - - - - T.O. ROOF 26-5 1/2" I Architect of Record: I I r ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Roof Contact; Isaac Clay Coffey R.A. NYS LI 7 W D 02 06 C#039 67 ......._.......................................... ___. -- _ --- ..... -- - ........_......_........__........._....._.._.--.._.............. _..-- — -- - -_:_ _ —_._...........................-.:------- _-----= T. 347-276-6093 E. clay@isaac-rae.com ........_.........---------._............................... C ............._. _._.._............................... ..._.__....._.......__..._......_..__._.._...... ------------- - -- ---....._------..._............._.._.......__....---- c - -- NOTE:EXISTING EXTERIOR WINDOW -- ...... _......_.....__.........__.... .._......— ..__—. — — .........._.............._..__..._.. _ __—_TRIM TO BE W D-06 TYP. _ __._.__-- Project:— ................... _.....-----___ _ ---- EAST_ _ __ ______ _---____________________._ ____---.__--_____ T4 � S MARION ............... ._.........................................................._.. _ - _---...... ...................._._..... _._._.._._... - - ----._._._..... -_ ........ _ .._._........_._..._ - - .......___.._._......_.............................. - 325 Bay Avenue, East Marion, NY NOTE:PERGOLA TO BE WD-01 — _._. W D-05 <WD-01 .............................................__....._..... ......._.._......._. _..........................._......_.._..............._......._...._._..... -----_ _ .._.... --__- _.._.._......._........_............._..... .._...._...._................._............................._......._..._.._.........._...__-------- -.------------..................................._..........._....._...._... --..__..._........._................................_...........- - --._._...._._.._....._..._.._....._.._.._......._........._....__.._....__.....---........_................_...._ ..................__...-._......-....._. --...._.._._._.. _......_._..-- ...__.._..........-- --...-- - - --- ----- -- Project 0 ----.... ------ - - N - -...................._.........__..._.._..._..............__......— ---------.... ........._22...................................._.....__._.._...........--..._..........._..........._........-..........-.-_..-----._._.... - _— — — -- _.. ..................._.. Level 2 R-02 ........_.._.... . 70------ - -_ _ ---- _ —.. —__.....-----.__....__._._ -- ---- 10-0 _.._..._............................__._.._..._-----�----___----............._.._. Seal/Signature: ..._.-..._...._.............................................................................._........_........................._..............__.....-_-. - _ .._................................. ...... _......._.................................._...... - - - - _............................_.............................................._. - - - - - ............................... __ ...__.....i....-.._. _.......::- -:. ........_.... ----- - _ _ _ __._. _---.___ --_ _.....-- ----- --- __......_ _._._..._.. — -----..._.. ■ — ----- ----- —----- ------- _— --- ----- -----— - NOTE:EXISTING PORCH INCLUDING COLUMNS,DECKIN( CRAW LSPACE COVER,CEILING AND RAILING TO BE W D (D ---------- -._._............_._.._......_..._....._....._...---- - —--- -..... --- —_. _— __.._.._......__..............._.. .............................__........ ------- — — — ---- --...----....... ....._..._......._..........._.._...... ......................._..._.....----.. ...... _....._._._._..--------......_ _._... ....- .._._.._..._. - ----- -._.._.. --- -W D-01- WD-05- - ..........._ -._.._. ..._..._.._..........._. --- ------- -- --- - - - - OT3:._..._.._......._................._...._.__.._.....-- ----- -13 j=...� T3 N ........................_.............---------.............................-........_........................._...............--....__......._.................................,.....__-_...........................-........_ ..._.._.._.......... _.......................................--._.._..........._....._......................._._......_...._........._..__.........__...................... ............................. _................................_......._....- ._._..._._... _.._-_._....................--.. --------- - _.......... ._ ._....._.._......_._..........._......_...................---...-. - - - _..-- -- - _ _._.....__.........-................_..........__..._..._............_..._._—_ ___ _..—_ ------ _._..._._............................ _ _ CM ------- ----- ..._...—...._. ___ --— Level ....................... ._ ---------------_ ............................................. _._ , _._.._.._............__......- _-._......._-..._.._........._.....................__......._..............._.. ---- ,. __ 0 : _..........._.____.........__.. _....... -------- --.._..---c0 __ - __.._._.__._...._..._- ..._.._ -- .......................... M- __....__._......._...._.___..._......._....... - ..._..._._._.__.......-.._..._..__. - 1 1 I __._..._..__..... ...._._._.............._._ .__..._._._......_._.._..._......._.........._....._ _......_...... -_ 01 R ND 7- 777 1 IEEI _ � 1=1 I II -II III III II IEII[=--I I II I - II-III I II II = II _ I I I lEil 1=1 I 1=1 I - - - - - - - -31-011 - - - - - - - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I I II III III-III-111_111-111_1 I_ I_ _ - - - - I I I III III-III-III-III -I I I_I I_I I _ - I - - - - I I I I III III- I I-I I I_I I I I I I II 111_111 I - _ I - - - - - - - - - I I III I I I I I_I I I_I I- I - I _ _ - - - - - II II II III 111_111-II _ _ - - - - - - I III III_II_ - - - - - - - - - I I I I I III III-I I I_I I _I _I I - _ - - - - _ _ I II I III III_III_III_I - - - - - I I III I I I_ I I_I I_I _ _ - - - I I II III III_ _ I _ _ - 1I I I I III III-I I I_I I I_I I I_I I _ _ - I III III-III-111_1 _ _ II III II _ _ I III III-I _ _ II III IIII _ -I - II III III_ I = 11=III=III=111=III=111=III-11=1 = =1 = = - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - I II 111 II 111 111 III III-111_111-III-III� III III III III III 111 111 III IIII III_11� _III I11� III 111 II I - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - _ _ � I� III III II 111 III 111_111-111_111-III-III-III-III_III_III_III_111_III_III-III_III_III-III_III_III-III-III-III_III_III-III-III-111_111_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ _ - _ - _ _ _ _ _ - - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ III III III III III III III III III III III III III III III III III_ II_III_ E1 11=1 11=1 I -I 11=1 11=1 11=1 11=1 I F III-III-III-III=111=111=111=111=1 11=1 11=1 I I -I 11=1 11=1 I I I-1 1= _ 1 = = I = _ - - - - - - - - - - - - - I III 11� I I 11 I I 11 I I I 111_11 I_1 I III-I I I_I I-I I_111_I I -I I I I I I_I I I_I 11_1 I 1=1 I 1=1 I I=I =1 I I=11 = I = - - - - - - - - - - - - - - - = - - - - - - - = - - - - - _ - - - - - - - - - - - _ _ � I� III III_III_III III III III-III_III_III-III-III-III_111_111_III-III-III_III_III-111_111_III-111-111_III-III-III-III_III_III_III_ _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - �- - - - - - - _ _ _ _ _ - - _ _ - - _ - - _ - - - -_-_-_-_- - __ _ _ - - - - - - - - _ - III III III III III III III III-II Date: III-III-III-III_III-III-III-III-III_I I I_I I I-III-III-III-III-III=1 =1 =1 I I 1=1 I-I I I_I I I-III-III-III-III-III-I I I 1=1 I 1=1 I _ = I I- _ - _ _ _ _ - _ _ _ - = _ _ _ _ - _ _ _ _ Scale: - _ _ _ _ _ - _ III I � III III III III III III I I III III III III III III III III III III_III_III_III_III-III-III-III-I I I_I I I-III-III-I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I-I I - I I_ = 1_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ - - - _ _ _ _ _ - _ _ I I III II III 111_111 III III III III III III III III III III-III-III-III-I : - II-III= -III-I I I=1 I =1 I I=1 I 1=1 I 1=1 I 1=1 I I=1 I I=1 I I=1 =1 =1 -I 1= - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ _ - - - = AS NOTED II I III-III-III-III-III III-III-I I III-III-I I I_ I I_I I I-III I I I_I I I-III-III I I I_I I I-III III-I I I_I I-III-I I I_I I -III III-III=III=III-III-III= _ _ _ _ _ _ _ _ _ IEEI _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _o _ I I 1 1 1_1 11-I 11-III-I 11-III-III-111-III-111-I�I III III 111-111-I 11-I 11 1 I 1 I I 1 1 I I-III-1 I I-III-I 11-I 11-III-1 11-11 I-I 11-III-1 I I-III-III-III-1 I I-I 11-III-I 1 I-III-I I - - -II- = _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ `- - - - _ _ _ - - - _ _ _ _ _ _ - - - _ - - - - - - - - - - - - - - - - - - - - _ _ - - _ _ _ _ _ _ _ - - - - _ _ _ - - I III _, 1 111_11 I III 111_11 I_I I-III-I I I_I I I_I I_I I= 1-11 11_111_1 I I I -I I1-1 IE I1= leiI 1I -1I1_I1 `I I 1I =111_1 I- I_ _ _ - - - _ - - - - _ I I I� 111 111_ I I_11�-11�_I I I_I I I-III-111_1 I I_I I I_I 11_111_111_111_1 I I-111_1 11_111_1 l I_I 11_1 l I_l l l_I I I_l l I_I I I_I I I_l l l_I I I-III-I I = _ - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ - - _ � 111 I I I_I I I_I I I-I I I-111-111_III_III_III_III_I I I_I I I-III-III-I I I_I I I-III-III-I.�- I I-111= n- 1=III=III= = 1 =1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - - _ - _ _ - - - - - Drawing Title: III I I III_III_III-III-III-III-III-I I I_I I I_I I I_I I_I I_I I-III-III-111-11 I-III_III_III_III_111_111_1 I I_I I_I -I I I_I I-I I I_I I I_I -I = - - - - - - - - - - - - - - - - - - - - - _ - _ - _ - _ I I I I_I I I_I I I_I I _III III-I I I_I I I_I I I-III-I I I_I I_I I I_I I I_111_111_1 I I_I I I_I I I_I I I-I I I_I I I_I I I_I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I-I = - - - - - - - - - - - - - - - - - - - - - _ _ _ - _ _ _ _ _ _ _ _ _ _ _ IEEI - - _ I II III_III_III III III III III_III_III-III_III_III III III 111_111-III_III_III_III-III-III III=11 c� = 1=1 = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ IEEI - - - - IEEI - - - - _ _ _ - - - - - - _ - - - - - - _ - _ _ - - - - - - _ _ - - - - - - - - I III-11 I_I 11=1 I I-1 11=1 11=1 11_1 I I_I 11_1 I I I I 1 I 1 I 1=1 I I 1 I I I I I I I_l I I_I I I_I 11=1 I I-I I I_I I I-I I -1 I I_I I I_I I I_l I I_l 11=1 I I-I I I_ - 1 I_I I_ _ _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - _ _ _ III I I III III III III III III I I III III III I I I_I I I_I I I_I I I_I I I_I I I-111_1 I I_I I I_I HEI I I-III-III-I I I_I I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I 1=1 I I_I I_I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - _ _ _ - _ _ _ _ - _ - _ _ _ _ - - - - _ - I I I III III III III III III III III III III III III III III III-III-I I I_I I1=111=111=111=111= I1=111= PROPOSED ELEVATIONS 1=III=III=III=III=III=11=11=1 = - = = = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ - - - _ - - - _ _ - - - - - - - - - - O S I I I I I I I_I I I III III III-III-III-III_III_III_III_III_III-III_III_III_III_III_III_III_III_III-I I I_I I I_I I I_I I I_I I I_I I I_I I I_I I-III-I I I_I I _III I I 1=1 I = I = - - - - - - - - - - - - - - - - - _ - I I I III_III_III_I I_III_III_III_III_III_III_III_III_III-I I I_I I I_I I I_I I I_I I I_I I I-III-I 11=1 I I-1 11=1 11=1 11=1 11=1 11=1 11=1 1= - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ I III III_III_III III III III III_III_III_III_III-III_III_III_III_III III=11 c6 =III=III=III=111=III-III=III=111=111=111=111=III=111=111=III=III=III=111=111=111=III=11= - - - - - - - - - - - - - - - - - - - _ - - - - - _ - - - - - - - - - - - - - - - - - - - - - - - - _ _ _ _ _ _ _ _ _ _ _ I III_III_III_III_III-III_III_III_III_III III III 111_111-III III III III III III II-111_111-III_III_III_III_III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III=III_III_III_III_III_III_III-III-III_III_III_III-III_III_III_III-III-111_1 �? _ X111-III I I�I 11=1I1=lll-ll I =111=1 I�1II=LI -111-1 11-11 11 11 JI�I �I I1= =UJ LI �1 �I 1=1 U-l�l- - - -WI-1 I = =Ll1-111 1=1 I l- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - =T. . Basement Slab _ - - _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I L_111.=111�1�_U.�I 11_._.1 I J--�111�1�11�-I I�I 11--i I-x_11 J-11J�1�1 I�I _1..�1 ►1=lli=-ll-l=l�l�l_�I I�_ _ _ o -III=III=III=III=III=III=III=III=III=III=III=III-III=III=III=1 = - - - = - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - _ - - - - - - _ - - _ _ _ _ _ _ - - _ _ _ _ _ _ _ _ _ _ - _ III III_III-I I I_I I I_I I I-I I_I I I_I I I-I 1-1 I 1-1 I 1-1 I I-1 I I-1 I- I I- 11- I I_I I I_ I I_I I_111_111_1 I I_I I_I I I_I I I_I I-III-I I I_I►I_I I I-I I_I I _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ ,. ,. ,,, ,,, ,, ,,, _ - _ _ I I III III III III III III III III III III III III III III III III III III III III III_III-III-III_III_III-III-III-I I _I -III- I I_ I f_ I I_ I-III_ - - I_III-III-III-III-III_III_III_III_III-III-III-III-III_III_III_III-I I I_I I I_I I I_I I I_I I I-I I I_I I I_I I 1=1 I1=111=1 I1=111=1 I1=1 I 1=1 I = _ _ - _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - = 9 0 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I I I I _ I I I I_III_III_III_III_III_III_III_III_III_III-III_III_III_III-III-III_III_III-III_III_III_III_III_III-III_III_III_III_III-111_1 I I_I I I_I I I_I I_I I-I I I_I I I_I I _ _ _ �, =1 _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ 19 _ _ _ _ _ _ _ _ _ PROPOSED ADDITION _ EXISTING HOUSE _ _ _ _ _ _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ - - _ I III III III I II III_III_III-III_III_III_III_III_III_III-III-III-III_III_III_III_III_III_III_III_III-III-III_III_III-III_III_III_I - I- _ - _ - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ I_I I I III I _I I If I I- I I I -III-I I=I 1=1 1=I = _ _ _ - - - - - _ - - - - - - - - - - - - - Drawing No.: _ - _ I I I II III III III III-III_III_III_III_III-III_III_III-III_III-III-III-III_III_III_III-III_III_111_111-III=III=III=III=III=III=III=III=III=III=III= - = g o -iii-iii-iii_iii_iii_iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii-iii=iii=iii=iii=iii=iii=iii=iii=iii=1 i 1=iii=i I i=iii=iii=iii=iii=iii-iii-i I i=i I—iii=iii=iii=iii=iii-iii-i i i_i i i-iii-i i i_i i i=i i I-i I—Iii-Iii-iii=iii-iii=iii=i i 1=iii=iii-i I i-iii=iii=iii=i 1=iii=i I i=1 i i=iii=i I i=iii=i I I=iii=i l=iii=i I =iii=i I i=i i I=1 i i t I,F N AnN � n West Elevation I powwow T.O. ROOF NOTES — — — — — — — — 26'-5 1/2" N DRAWING ISSUE `n NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 Roof 4 - - - 19,_0,. 5 7 8 9 2 I 1 0 10 A-301 obo A-301 0� 11 12 DRAWING REVISIONS NO. DATE REVISION Level 2 1 - - - j- - - - 10'-0" 2 3 4 6 o 7 0 0 8 9 10 11 12 Level 1 THIS APPLICATION IS APPROVED ONLY FOR WORK — — �� INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR o TO BE CONSIDERED AS EITHER BEING APPROVED OR IN io ACCORDANCE WITH APPLICABLE CODES. GROUND -3'-0" III III ITI II I o I I-III-III-IT-I►-I III-III-III-III-I 11= Consultants: I I=1 f-11-1T_I-ITI=i ITi-III-IIS-IIS-IIS. o -III-II II-III-III-III-III-I zo Surveyor: :III-III I I I III-III-III=III-III_ Ken Wyochuk -I I I-1 I-I 11-I 11=1 I -I I -I P.O. Box 153 I I I1I 1111111 ( I ( III-III-Ti-IIS-1 1= II-III=III-III-III-I Aquebogue, NY 11931 11 1=11 IE EI I1=III-III-III-III= T.O. Basement Slab -III- _ a ° . ° .� ° a. , r p a 11=1 11111-111=t11= - -91 �A -1I I-1I 1=11 1=1I I-1I I-1I I-1 I I-1 I I-111=1I I-1I -111=1I I-1I 1=1I I-1I I-111=1 I I -- - I I1=1I I-1I I-1I I-1 111=` 11=III = _ 11=III-I I =I I I=111=111=I I III I IME-Mr 11= 11=III=III=III=1I I-111 III-I I I-I II I II=111E11II11=11II1I-III-1_ _° _I-I II-III-III-III= Structural Engineer: I -1 +N�I I I I=1 11=1 11=1 11=1 I I_I 1 +-1 =1 11=1 11=1 1=1 11=1 11=1 11=1 I I=_-I 1=1 I -1 11=1 11=1 Alex S rou I I I—III—III III I I— I I I—I —I —I I —III—III III III I I I—I I I—I I I—I I I—I 11—III—III III I I 111—I I I—I I I-111-111-11 I— I—III III I I—III—III—III—III pY AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York n Seclion 2 HER'S Rater: 1/4"= 1'-0" Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B PROPOSED ADDITION T -� EXISTING HOUSE Miller Place, NY 11764 - - - - - - - - - - - - T.O. ROOF - - - - - - - - - - - - T.O. ROOF 26'-5 1/2" I 26'-5 1/2 `" DROP CEILING A-301 I _ Architect of Record: T - - - - - - - - � - - - �1 � - - - - - - - - - I U? ISAAC - RAE 430 Main Street Roof _ _ _ Roof 2nd floor 19'-0" -r - 19, 0„ Greenport NY 11944 N Contact; Isaac Clay Coffey R.A. I I j j j j r "' NYS LIC#039767 6 r A-301 I I I I I I T. 347-276-6093 E. clay@isaac-rae.com CV � T 0 4 ( I I o Project: t t t I A-301 EAST MARION 325 Bay Avenue, East Marion, NY Level 2 _ - Level2 i0-0 1 Q,_�„ Project No.: 5 R-02 A-301 I I I Seal/Signature: ID I Co d j o I � j I9 T 4 I I I F I I Level 1 !. - _ � _ Level 1 0„ 0" to I o -1 I III I III III III=1 LI 1= GRO-UND GROUND 30 111=I I- I I I 1E1 I 1 11 F 911=1 I II -111-III III-I I y SOFFIT FOR BENEATH 11111 1=III-III-III=III=III- I I I-I I =1 1=III _ I I-I 1 1= o ( 111=1 11 1 I I 1 I 1=11 I-I -I I I-1 I I-1 I -11 0 ADDITION ENTRY STAIR I I I-11111 I'&] II-III III= III=111-1 -I I-1111111-I I o =1'Ell-_III I IMI 1 Ili`° I I1 11 I I I I I IIIII I II 111 111 15 II I I Izo Date: scale: I I I I I I 111=1 I I`I I IV I I-111=1 I I-1 I -I I-I 1 j AS NOTED -III III I I 1=1TITI-11=111-Ti- -III-III III-I1 III=1 I =1 I=1 I IE Drawing 0- 111-11 I- IEZ 111_1 I I III=1 Is g Title: =1111 -1I I-I I1= I1=1I -111= =1I I' ° a9 II IJIII-111_=111=111= T.O. Basement Slab =17:11 E 1I I-III-III-II T.O. Basement_Slab BUILDING SECTIONSo -0 -0 -9'-0" ___�_ - III III=III=III=1 -III=III=III=11 - _ - Wiffill _ - - - _ - _ - - _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ III=III=II-I �„ ____-____________ —__--__ o -III I_I I___=_-III-III-III-III_III_III_III-III-III-III_III_III_III-III_III_III_III-III_III-III-I I_I I I_I I_I I_I I I_I I__i- -11 I I_I I I_I I1=111. - - - - - - - - - - - - - - IF, _ _ _ _ - -_ _ _ __ -_ -_ _ -_ - -_ -_ _ -_ -_ __ __ _ - __ __ __ -_ _►I I_I I I III I-III-I I I_I I I-III-III-III-I I I_I I I_l 11-1 11-1 I I-I 11=1 11=1 11=1 11=1 I I= 9 11=1 11=1 I =1 11=1 I I=1 11=1 I I I I I-1 I II 11=1 I I-1 11=1 I_I I _ I I-I 11=1 11=1 11=1 I I-I I II I I-I 11_2 I I_I 11_1 11_1 I _I I _ I I- I _ _ _ I _ _ _ - - - - - - - - _ _ _ - - - - _ - - - I 11111 _ I I III-I I I I=1 I II -1 I I I=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 1=1 11=1 11=1 11=1 11=1 11=1 1 �I -I I I N-1 II- - I 1=1 = I- - - - I II III-III_III- N —III—i I I—III—III—III—III—I I—III—III—III—I 11=1 11=1 I I—III—III—III—I 11=1 11=1 11=1 I I—III—III—III—I 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I—I 11=1 I I—III—III—III—III—III—III- � =1 11=1 11= = 1 j= =1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=11 i=i 11=i i 1=111=111=111-1 i i=1 1 i=1 I = 11= � _ _ —1 I i—III-1 I i-1 11=i Drawing No.: N I I -1 -111 g ___ _ __ _ _ _ =PROPOSED ADDITI N = - __ __ o III-III_III_III_III_III_III_III_III-III_III-III_III_III_III_III_Ilt_III III_III_III_ O I_I _I+h�-FII II_EXISTING HOUSE =1, -III-III-III-111-III-III-III-III-III-I 11-1 11=111=1 1=111=III=1 11=1 1 1=111=111=111=1 1=1 1=1 1=1 1=1 1=1 1=1 1=1 1=111=11=III=�1=1 11 11-111-11 1=1 1=1 — izzI I I 111-1 I I I I-111-1 11-111 111 111=111-1 I I 111-1 11-111=111=111-111=1 11=1 11=111=111=1 11=1 1-111=1 1=111-1 11-111-1 11-111-111-1 1-1 1 1-111-111.-111-111-111= N Section 5 2 1/4" = 1'4" U 1/4" %J %J i PRO M NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 5 EXISTING ROOF 6 ASPHALT SHINGLES 7 ASPHALT SHINGLES 8 ASPHALT SHINGLES ----------- ASPHALT SHINGLES AIR GAP W ITH SLEEPERS 9 AIR GAP AIR GAP AIR GAP EPDM ROOF MEMBRANE EPDM ROOF MEMBRANE WATERPROOFING WATERPROOFING WATERPROOFING COPING COPING 1O WATERPROOFING SHEATHING 1�- SHEATHING FASCIA WD-01 FASCIA WD-01 SHEATHING SHEATHING 12 DECORATIVE CORNICE ROOF RAFTER _ Roof _ _ Roof ROOF RAFTER _ _Roof _Roo WATERPROOFING — Roof WATERPROOFING _Roof 19'-0" 19'-0" DECORATIVE CORNICE 19'-0" 1 g'-Q" L 1 g'-Q" 1 g'-Q" THIS APPLICATION IS APPROVED ONLY FOR WORK DECORATIVE CORNICE 2"CLOSED CELL L V INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 2"CLOSEDCELL 2"CLOSED CELL DECORATIVE CORNICE SPRAY FOAM JUULJUU SIDING TRIM-WD-02 SPRAY FOAM SPRAY FOAM AIR GAP WITH SLEEPERS ROCKWOOL,R-23 L SHEATHING L SHEATHING OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ROCKWOCL,R-23 SIDING TRIM-WD-02 WATERPROOFING AIR GAP WITH SLEEPERS � GYP ROCKWOOL,R-23 AIR GAP WITH SLEEPERS --- TO BE CONSIDERED AS EITHER BEING APPROVED OR IN WATERPROOFING — GYP SHEATHING — — _ _ _ _ _ _ _ JOIST SEE STR. JOIST SEE STR. GYP WATERPROOFING �— — ACCORDANCE WITH APPLICABLE CODES. SHEATHING LVL SEE STR. TJI JOISTS SEE STR. I GYP GYP oil SHEATHING EPDM MEMBRANE 1 I 1 i Consultants: I Surveyor: II II Ken Wyochuk METAL STRUCTURE P.O. Box 153 BEHIND WOOD PANELS 1 1 1 Aquebogue, NY 11931 II II Structural Engineer: 1 i Alex Spyrou SIDING TRIM-WD-02 �► AES ineering AIR GAP WITH SLEEPERS 2"CLOSEC CELL I I 630 Fifth g Avenue, Suite 2000 SPRAY FOAM New York, New York IL WATERPROOFING ROCKWOOL,R-23 SIDING TRIM-WD-02 I I 1 SHEATHING 2"CLOSED CELL GYP 2"CLOSED CELL SIDING TRIM-WD-02 AIR GAP WITH SLEEPERS 1 1 r SPRAY FOAM SPRAY FOAM WOODSHINGLES-WD-01 -�► WATERPROOFING ROCKWOOL,R-23 I I ERs Rater: ROCKWOOL,R-23 Tom Baccarella SIDING-WD-01 SHEATHING GYP L= — — _ _ _ _ _ _ _ EPDM MEMBRANE — — FLOOR,SEE PLAN NY Building Technology Group _ Level 2 _ GYP _ Level 2 0 _ Level 2 _ Level 2 _ Level 2 SHEATHING Level 2 159 Route 25A L 1 0'-0" L 1 Q� WOOD SHINGLES-WD-01 10_� L 10 FASCIA L 10� L 10 0 Miller Place, NY 11764 L L AIR GA WITH SLEEPERS V WATERPROOFING V V Building 1, Suite B L SHEATHING L ` WATERPROOFING SIDING TRIM-WD-02 -:► SHEATHING JOIST,SEE STR I JOIST,SEE STR GYP LVL E STR. TJI JOISTS SEE STR. CEILING,SEE RCP \� I Architect of Record: � I � I ISAAC - RAE o- I 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. 14 I NYS LIC#039767 I T. 347-276-6093 E. clay@isaac-rae.com SIDING TRIM-WD-02 AIR GAP WITH SLEEPERS / Project: WATERPROOFING / I SHEATHING SPRAY FCAM LL ED CE EAST MARION SIDING-WD-01 ROCKWOOL,R-23 / 1 325 Bay Avenue, East Marion, NY GYP / I / CIP CONCRETE / METAL DECKING FLOOR,SEE PLAN Project No.: _ Level 1 Level 1 — _ Level 1 Level 1 Level 1 _ Level 1 1 R-02 FASCIA Seal/Signature: _ ""_— _ GRADE — _ ` GRADE L GRADE L L GRADE L GRADE E V — — — — — — V — — V — �� WATERPROOFING--------1V — — �� — V — - -6" L '6rr 11 L -61 1 L4 11 J .6 SHEATHING I L -6 L -6 11 SIDING-WD-01 2"CLOSED CELL AIR GAP WITH SLEEPERS SIDING-WD-01 2"CLOSED CELLT JOIST,SEE SCR JOISTS,SEE STR SPRAY FOAM SPRAY FOAM CEILING,SEE RCP WATERPROOFING AIR GAP WITH SLEEPERS LVL SEE STR. TJI JOISTS SEE STR. CEILING,SEE RCP ROCKWOOL,R-23 SHEATHING WATERPROOFING ROCKWOOL,R-23 GYPSHEATHING GYP _ _GROUND _ _ GROUD ° _ GROUND _ GROUND _ _ GROUND _ _ GROUND =1 1=1 I -3'-0" =1 1=1 I I-1 E 32 0 _ _ -3'-0" I S I—I�I—I�I—I - •g � FURRING WALL 3-0 3-0 _3r-Qn . ° III—III—III—III: —III—III—III GYP SOFFIT COVERING —III—III - I—I I— I—I EXTERIOR STAIR I I I=1 11=1 I —I I I III—I I—I —I tr IEEI I—I —I CIP WALL SEE STR —III—III - : 1=1 11=1 I I—i I i- III—III—I 11=1 • - 1=1 1=1 —1 11—I I I-1 11= =1 I —1 I I—I I " III—III—I —I I- I I I-1 I EIJI I —1 .I�1—I�1 —1 I I—III—III —I�a I la I \ I I SIDING TRIM-WD-02 10. —III—III—III— =1 =1 III \ —III— AIR GAP WITH SLEEPERS III—III— 2"CLOSE)CELL —III—III—III— —III—III—III = n —III—III ATERPROOFING SPRAY FOAM =11 _ _ _ 1=1 11= SHEATHING =1I1=1 1=1I1= I —I I-1 —I ROCKWOJL,R-23 —III—III—III °• —EIII=III III—III—III—III: 111=III—III=1 Date: Scale: .1 —III—_ GYP =III—I I I=III— —III—III—III AS NOTED —III—III SIDING-WD-01 s —1 11—I 11—I 11= I—I 1 1-1 I I—I 2 :III=1 I I—I I I_I II _ - " —I1=I I E_1I11= I I-1I 1=1 : Drawing Title: o- T.O. sement Slab T.O. Basement Slab I Basement a .— e— WALL SE C TIONST. Basement *° O. Basemnt Slab TO. Basemnt lab 911 -g'-0 —1 -011 -91-011 g-Q -9 -go -te I— 111 1=III=1 1=III - O — = =1 ° = 2"UNDERSLAB 1 III III=III= — — 2"UNDERSLAB I=I 11=I I 1=1 -I 12"UNDERSLABI I I—III_III=III=III=III=III=III=III=III=III= =III I I= 2"UNDERSLAB =III=III I2°UNDERSLAB_ I III-111 —III—I I EPS FOAM INSULATION - — — — =EPS FOAM INSULATION = _ _ _ _ _ _ _ _ _ — _ EPS FOAM INSULATION — — — .EPS FOAM INSULATION _ _ _ _ _ _ — — I I—III_III_III_III—III—III_III—III—III—I I I_I I I—III—III—III_ I—III ` ; III- I I_I I I—III—I I I_I=I_� =1 ° ea° I=III=1 I =III 111= EPS FOAM INSULATION 2"UNDERSLAB =1 _ ` =III=111: I 1111 ` . I III 111 111 _ _ _ _ _ _ N EPS FOAM INSULATION =III . 111=111= = =I °' '. 1 _I= I 1=1 11= I 1=1 I 1=111=1 11= I 1=111=1 11= I 1=1 I 1=1 I 1=1 I 1=111=111=111=1 I I=� = 1 6 _' a. I I= =III=III--11 tl I =III=III= Drawing No.: N 1111 . ' I=111=111=111 ° a =111=III: I I I I I I I� 1= =111=11 =111=1 I I=1 =111=1 I=III=111=111=I I I=111=111=111=111=111=111=111= =III 111= I=III=111=111=III (V 11— — _ =11 =11 =111=1 =_ _ _ = =11 =111=1 = 111=111= _ _ _ -1 = = 11= I=111=1 I I=1 I I=111=111=111=1 I =1 I I=1 11=111=111=111=111=1 I =111=111=111=1 =111== —= 11=1 =111=1 I 1=1 I 1=1 11=III=111= 1— - - III III III III III III III III —111—I 11- 11 11 III 1 I -� -�I -� I-III-I -� -� -�I -I -I -� �-III-� -� -� �-III-1 I I-�I I- I III III-III I I I I I-III I I-III-I I-III-�I I III-IAPIL —1 1 1=i i i-111=iii=1 i =i i 1=111=i i i=111=1 11=1 i 1=1 i 1=1 11= I I I=III=1 I = I— 11=1 11=1 11= N —III—I —�I =1 I=1 I=III=1 Section 5 - Callout 2 Section 5 - Callout 1 Section 6 - Callout 1 Section 6 - Callou` 2Section 2 - Callout 1 Section 2 - Callout 2 1/2rr = 1'-011 3 1/2" = 1'-0" 2 1/2" = V-0" 1 1/211 = 1 1.011 NOTES P L U M B I N G NOTES PIPE SCHEDULE DRAWING ISSUE Z Z z z HOT SUPPLY 3/4" NO. DATE ISSUED FOR NOTE:AS PER THE PLUMBING CODE,ALL SHOW ERHEADS,PRI%ATE LAVATORY = _ FAUCENTS AND WATER-CLOSETS SHALL MEET THE SPECIFICA-IONS MASTER BATHROOM Z Z W/C (5) WIC (6) (D (D REQUIRED FOR THE WATER SENSE PROGRAM LABEL AND SHALL BEAR SUCH — LABEL,OR SHALL BE APPROVED IN ACCORDANCE WITH THIS CODE. _ = z Z Z Z O 0 Z COLD SUPPLY 3/4" 2 _ _ = Cr oC O O 3 ALL HOT AND COLD WATER LINES TO BE INSULATED AFTER INSPECTION O O (D 0 (D (0 (3 4 ZD Z Z (7 (.7 STEP DOWN SUPPLY TO 1/2" PEX FOR SINKS NO PLUMBING WORK SHALL TAKE PLACE BEYOND THE SCOPE OF WORK I 0 O O O z TOILETS AND SHOW ERS. 5 OUTLINED IN THE PLANS. W M IY MAXIMUM FLOW RATE OR QUANTITIY U 1 M I z Z Z W W W W W w w TOILET WASTE 4" 7 LAVATORY,PRIVATE-1.5 GPM AT 60 PSI HAND-HELD SHOWER HEAD-2.0 GPM AT 80 PSI Z Z z Z 8 SINK FAUCET-2.2 GPM AT 60 PSI cc: W 0 O Z 12� W Z Z Z O O Z Z WATER CLOSET 1.28 GALLONS PER FLUSHING CYCLE OR W O IJ 1— O O O O LAVATORY WASTE 1.5" 9 EQUIVALENT DUAL FLUSH ~ Q W W W ¢ W W w W W W W Ir 11M ¢ I oc I oC Ir Ir (r oc 10 E- I � E: W � Z) : SHOWER WASTE 2" 11 01 0 x ECx x H1 JI E� X ECx x 1W- I a1 x WX x 00X 12 W - o 0 0 - w _ w — � - = 0 LL. U- LL. = U LI_ LL U- Q u_ U- u_ H LL U O 3 U � C9 C9 � O � U � I o W =O W U W Q W SINK WASTE 2" DRAWING REVISIONS W W W = W W x x Q W = W W --I z z � z cnz � z w W JZ cnz � z OU � z cnz � z mZ TUB WASTE 2" N0. DATE REVISION 1 i I O i C91 1 X LU a, 2 -iap 4 6 1DOB FILING 3/19/2013 �Rol 7 Level 02 ( — — — — — Level 02 8 10 11 12 THIS APPLICATION IS APPROVED ONLY FOR WORK Z Z Z Z Z INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 1/2 W/C (18) _ = KITCHEN = _ = OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR (9 O (9 (7 C'3 O :DI O O O TO BE CONSIDERED AS EITHER BEING APPROVED OR IN � 1 rr 0 w x w W w w z w E� W z z z L WI 0 0 W �I 0 M0 0 oC 11 W � °C I z M Designer: W ¢ wl ¢ 0X x E—I ¢ ZX LU = X � � � WU- � � QU_ ISAAC - RAE 1 ; NOTES z z DRAWING ISSUE z z MASTER BATHROOM z z W/C (5) W/C (6) _ _ NO. DATE ISSUED FOR _ = z Z Z Z O O > > 1 04/27/2021 SD Floor Plan Approval ' (=3 I = _ = I OC CC O cc: 2 O O Z I Z) D z z 0 (D 3 pOC r j U j � SANITARY WASTE SCHEDULE 4 OC I w w I ('5 0 (D m; X X Cn Cl) 5 LO z z z U)I w w w w, w w w w TOILETS AND PRIMARY WASTE LINES ARE 4" 6 M TI O O z M F; z z z Cl)I z z Ir O O z z 7 UJ W I w w O D i O O O � i w w w0 Ow SINKS ARE 1.5" PVC 8 W Q, OC OC OC OC Q, M T- T- M Q oC M CL Ir 9 z z, F m1— I— z z, m � = 1— I— z zI ~ cc: F- ~ m ~ TUBS ARE I.5" PVC 10 LU ¢I X wX X w QI OX wX X w Q' X wX X 5X 11 > cA I LL > LL LL > U)I 1- LL > LL U- > U I LL > LL IL I— LL I U O U I > O U (� C'3, U O U I— SHOWERS AND LAUNDRY ARE 2" 12 U-1 w, w = w w w w, Q w = w w X X w = w w ¢ w DRAWING REVISIONS z z, � z cnz � z z z, Jz cnz � z w w� � z cnz � z mz I I ALL VENT LINES ARE 1.5" NO. DATE REVISION -- - + —lJ I 4 .- - + � 1 I I 3 I I I 0 i i 0 5 Level 02 ; ; 6 Level 02 I . ZJ I . ZJ J i ,- -0 J 7 - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - 1 - - - - - - - 1 8 I I 9 10 11 12 I Z Z I Z Z 1/2 W/C (18) ' _ — KITCHEN _ = THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OI O O OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I 0= O I 0= 0= TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I ACCORDANCE WITH APPLICABLE CODES. WI w X WI W W 071 z w Cl)i z z cc pC I z z Cc- OC I z z W �I O O w }I O O L0 m I w w In M I Y w w Consultants: QI QI z rr- Cc HF=I v5 Z) w -) w Q o X X w Q i w X U) X Ken Woochuk > U)I I— LL LL > W I = LL Q LL Y �I > 3: b � I � � � � P.O. Box 153 Q X XI w w w LU � w CQw w w, z z z z, �e z o z Aquebogue, NY 11931 I I I I I I Structural Engineer: Alex Spyrou L 4 � _ _ 4J L, AES Engineering - J z J ' 630 Fifth Avenue, Suite 2000 0 ; L New York, New York Level 01 I Level 01 HER'S Rater: - - - - - - - - - Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B z Miller Place, NY 11764 1/2 W/C (18) _ = LAUNDRY _ .0--D (D O p0 VENT SHARED i O LU m Architect of Record: ml w z w WI X Lnz z z �I w w M 0:1 z o z � I zz ISAAC - RAE 430 Main Street O =) > > I- L- I �E � 2nd floor w Q mo X W X X w ¢ ; z X Greenport NY 11944 > `n I ~ `L LL " > Cn _ U- Contact; Isaac ClayCoffey R.A. 3: 3I > � O � (3 351. 3: 3I rn � Y W w I Q w = w w w w I Q w NYS LIC#039767 z zI wz cnz � z z zI 3: z T. 347-276-6093 E. clay@isaac-rae.com I � I � ) I Project: PROPOSED CLEAN OUT i i EAST MARION O 325 Bay Avenue, East Marion, NY Basement I I Basement 1 J J I J Project No.: 4 ' 1 R-02 � SEWAGE EJECTOR PUMP Seal/Signature: DOMESTIC SANITARY WASTE WATER RISER DIAGRAM N.T.S. Date: Scale: AS NOTED n Drawing Title: O Sanitary Riser Diagram 'T^ W co O r- N Drawing No.: N O N N NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1. 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 3 09/23/2022 SUFFOLK i7OUNTY REVIEW 3 4 5 6 C.) J J W a QU Q ' N U- 0 O z O N N w a z UJ r THIS APPLICATION IS APPROVED ONLY FOR WORK cr INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3_ OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN J ACCORDANCE WITH APPLICABLE CODES. x w UJ x F— O F- 3 Consultants: x a a a: O w J O 2 Z F F V F N Z O U O W C-) D a O m (L LU m O F- O z LU W c� a Architect of Record: O r Z ISAAC — RAE 0 a 0 11575 Main Bayview Road Z Southold, NY 11971 U) Contact; Isaac Clay Coffey z NYS LIC#039767 a w U Q T. 347-276-6093 E. clay@isaac-rae.com z U J J W a Project: U- EAST MARION O o: 325 Bay Avenue, East Marion, NY W a c a Project No.: UJ I R-02 a Seal/Signature: W w x x f- O LL ru (n G G Cp tp o z LU a J J a Date: Scale: 2 AS NOTED CL Drawing Title: STRUCTURAL DETAILS T 0 T Drawing No.: N O N N . . NOTES DRAWING ISSUEWALLFASTtNtN SHECULiWOOD POST SCHEDULE SHEARALL (SW) SHEATHiNO SCHEDULE, ` UA Y 'LCONNECTION FA5TENER . NO. DATE ISSUED FOR SUFFOLK COUNTY RE VIEW{NlrLAND a©JITQrtQ�E'.. MIN, NOM wQr � T�QNQR'eAPr 'R � RJ AL IN LINE 1J YLMARK MATERIALJ T r � J 6L&QKNAN 1 1 05/03/2022 BEAM - ' , % 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 _ (IINf:1 IES SEAM i G'rOINCRETE'' I/ 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 FC'3RILLUSTRATIVE C'URPC�5E:5)' Tv1IN'NG)MINAL NAIL DW'iN INCHES, WA11 PLATE } WALL PLATE 2xG 3PP# @ I G" O.C..ANb"(� 2 ANCHOR 13OLT5 �X18" TCP OR 50LE PLATE i/2 ar G?..°I G2 NAIL(]Gd COMM TG STUD(FACE NAIL) 4 rY�A}, OP>*N�111�GgA��ipDy END��?�f^WALL �T+�Yjf�'n , , tp�`.G^��AND i�rTr�rN ,1�"ALS. E � ,- . " • .< .. ... 1,5/32 A" A PATED 5TRUCf URAL GRADE �PLATE, Ir f 5 d ON ERIOR 8DNAILS ;uv/ 0_1 5W I 5HEATHINGN EX YE5 gm,� Q"NAIL5' _ 6 PANEL EIDGE5 AND @ 1,2" TO WOOD FSE:„(2) 190 PO 1 Pt T CJ. . @ FIELD INTERMED ATE ,AND 518" I ig"O.C. DOUBLE 2x 1 3,F x 0A46"NAIL6Od COMMON) MIN. P05T 51 E FOR; MIN, P05T I2E FOR- GWD 51H1 ATH ING ON INTERIOR w/ I OD TCP PLATE 1/�9,�� a L1A1I I BEAM�' HEAI�I<R , MEMBER NAILS " CT.C, AT PANEL ERGES AND IrNSTALL SIMPSQN HP i _. ° 2x4 MALL. 2xG WALL 2x 1 WALL RXG WALL @ 12"IF,C. @ NELD INTERMEDIATES. HOLD POW"N5 WHERE '"xb,,1 NOTED ON,PLAINS (2) 2x SAWN LUMBER (312!4 (3) 2xC (3) 2,x4 (3) 2xG, TO CONCRETE., 02"0 CdA L�1LRL BEARING f rlLTl'X-CP72 .. 525"Pf�VvDER AC�1,4 I G"MiGs, C'8 ACTUATED, (3) 2x SAWN I_UMDER (4),2x4 { ) 2XG (3) 2X4 (3) 2xG 2x4 SPF#2 16"IJ.Cf ANP (3).2xG FASTENERS "12 MM WASHERS '.. . ANCHOR BOLTS @ X18" H1LTI'X`CC'72I'652�°1�CJWC�ER.AGTUATI$>� EA.:OPENING� AND .ENL?OF WALL Tl'P. NON PLATE TO (4) 2x AVvN LUMBER (5)'2x (5) ,2xG ) 2x�# ( 1) 2x6 5/8"`G,W.15. 'ON (2) 5I1DF5,w/8D NAII..S C,?.C>AND WIT1r11N 12"Al L C NCP TE BEARING •FA5TENE1 wl23MM WA'5HER5 @ 4"" O.C. AT PANEL EI�GE5'AND.@ 8"" PLATE ENDS INTERCOK 2) 1 .75"' LVL (3) w.75"5"st (3) 1.7 ""x (3) f,75"x, (3) 1 ,75" x ''ALL 591.E EEARIN S"x P,'151'",NAIL ; r G4,6 .0 O.C, @ FIELD INTERMEDIATES YES. TO WOOD FRAME. (2) I'GL 3>5 LYL 5.5 LVL 3.5 LVL. 5.5'" LVL 5W2 PI ATE:T� . :NON ; 1NTERMEDIATE5. (ct 1 " G3I7 'BEARING S",x ISP 151"NAIL (3) 1 .75"LVL (4) <1 a75"x (4) 1 Y75"x (4) 2x4 (4) 2xC E'1fNC . a 3.5" LVL 5.5'" LVL "STUD To To?OR, 5 1/2"X O I G2"NACU �l Gd COMMON iN5TALL 3IMPSON 11D 1 PLt1TE 0 NACL) ( w. .. v " I1aLF 1�aWN5 WHERE (4) 1.75";LVL (5) i.75" (EZ) 1.75"`x (5) 2xAi (5) 2xG NOTED ON PLANS 3v LVL 5.5" LVL 3"x'`3.1 a Q";k�AIL� LL o Q5 1 2"a�0 1 G2° At u, C�.PtTCTP P1ATE '� 1N L' I Gd CC3MM( N) 2 EAGtT 51E'IP p b' ''AND INTER5ECTION5 R .. "0-6,121 W.NAIL5' ' e , cr r 3, ryp,Y a ll IY 3 EA W < s 6H.SIDE�F,1�a�` IL #7.:I 2 ArLS W H9°. .I'4 "",NACL(I Ofd`C3MIv4QN) I ' ., & 2� THIS APPLICATION IS APPROVED ONLY FOR WORK HEADER (H) SCHEDULE j� ^� �'sj� �^ 1L1BLE'STL1L3 ,a " �f ' S"X03:I''9I".I�lAILS...%.... INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 3 A �EAD ER ( ) S CH E D 4I LE 4 _ " .G: OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR v ROVED OR IN TO BE CONSIDERED AS EITHER BEING APP W MAI i 51 MATERIAL 1N^t .}f�F B�Rt N{ , ,F jP�(LtLI NS /2 at 0.192 �yAI 1 Ga ACCORDANCE WITH APPLICABLE CODES. W _ STC.1L3/15T H 4 rTLJ I✓ - - 8 n NAIL Y7 �QC?RNER 5TL3D.5 010 1 X75 x 1 1 .5-75" (2) 2X (I) 2X '".pt , i ry "'y(� g� �y t� g�{"%} {C?�:�✓ $ �y.}�.. _ N2 (4° :.1 t/t'�S"r' v1,G 1" !S , (#5.4"! YY 1 r � :+'M` <. • L r - " t , ;/C)11V� '?'�+4/.4f' 1 'ER, 2x s� s b, :R :2 ,�� C. F J f« .pCNC3TE5.3W SHhTAL .; 5E1 .1'LA1 a > 4' `{ 3 i617, PLATE " r ?LATt TO Lt?V1�1�YLATE � Consultants: SW2 I t { TO HEAC3ER '': 'f .•13 ,"�lr�1L5' # P as .«....�� DENOT 5 '."SW`2"°51 =f LATETO HWEk,. 0 W NOTES _ L4Qa ASfiE 1�N ti i ' -'1 , - 3 1 . ALL SHEAR AL PRAIMCN STL1C?E TC? BIr:SPP ' - Z CCS NECftaN BAST , :=hu t~3uANTI 'Y#"E1 '. (NAIL 512E`AND P051TION llixk GEk_ '° ;`MIN NOMINAL LENGTH !N',1NC 16 ati:�° ; ' �I860�€'C�fI" IFFIO�N Q3�;��*r'}1��yN'5 - `` J aF"�,11"YI. �VAILIYY.IV.R"1 `f 21 1?ENC}TE5 51MP' C3N tiL?!2.t1G7LQ-F( /NLANS 1GR ILCATIC31N53 FOR PURPQaES), MIN, lQMINAI.NAILIIIA. IN INCtIE n `GENTm, NON-BEARING WALL HEADER SCHEDULE M DENOTE 5iMPSaN t1D55'HOLL)`C7&, NS. SEE PLM5 F'O' �.bgA!IbNS " J rCST F 351LL EL RTRLt� z DP=>G1RDCR " To TOP PLATE � a'x;0.1 AF IN�91L�(ba C%©M1i�i614 s s' " MATERIAL NO, OF BR,G> N�7, OF FULL NOTES (TOE NAILED) ' o QI ENING 5121 5121" STUD/POST HT.,5TL11 3 9t 1c 0.131"1�1AIL.S D UP TO 3"-11" .(2) 2x4 pF#2' (1) 2x (1) 2x. 3"'5"TO 514' (2) 2xg CSF (C) 2x (1) " W , . . BLOCKING TO J05T. 1/ *D.I3 i .NArL:(0,151 x3 °COMII�QN 1'ERIM�R 1NA1LiNG' . (05TED NUMBER OF .........,. 0 '5'-5"TO 8 (2) 2x 10 Of#2 (1)2x (1,) 2x° ' -2xe•@ PLA'YI+'~.�OOD' FASTENERS AT EACI�END) P °3 (5EE, HEDULE) °x Oa l 20'" NAILS BREA5,w15TAGGEREp z NAILS AT PANEL EDGES BLOCKING $, , �.�"x'C3..),�1�9'".NAIL f 1 dd c6MMbN)BFTWEE Q.. IIIR�IIIIIIIIII�IW .. a Or:RATTER,TO" 5"X` ,15`1°�lA11 FLOOR, AND ROOF SHEATHING:SCHE ULE � TG3T PLATE o I.I I,I I.I 1,1 I.I r Ip1 1,I �, -1 'A 0'.12? AILS Architect of Record. z I { II 11 I( II I I 1 A] 1� 5C IEATHrNG NAILING REQIJIREMI NT5ToNG BACK ISAAC RAE Q FLOORSI 1 I i 1 I'I I`1 IPI 1 I <1 1 ( I'I W3 2x 1 6LOCK, �:c ,'i. a I I°I ('I IPI I I I I !I i 1 I 1 I I 51> ATr11r _� $} g �, �. (Sm 5CHEQ1.)LE HLOCK " _a k 3 i iNAlLS s 5 Main Bayview Road O I LU>1a AND NAILED WITH O. 131 j1.)(X COMMON 5MOOOTH AT Grl O.C. ALONG PANEL ;� � - _ _ .1 L_ .-1.L:.. _ 1 157 Z I:I G AND C 2,3 C?:C. ALONG INTERMEDIATE aUPPC?f TS. SiTAF'LES ARE NOT ALLOWED. - - - - 5TAGGEC� LAPS N�JL5 AT TOP,. s;A ?: Southold, NY 11971 N '��NOTE I> �, � I I I I I I I I �I I. 11 11 I I I� � 9T I I '•A5 SHOWN I�TFoM,AND 4, ; ' ° 25t 2 APA , Q 1! I I I'll I I III 1 IT i 1 11 , ', 1 I VED CROSSING ;. _ 3�x 6.'l 26'4AILS ' . .... , RATED 1=Lt ®R tLT.tLt� D ANDNAILED WITH 1�I1 QrcRnA1 NAr1 AT "O.C. ALONG „ ... „ ... a Contact; Isaac Clay Coffey Z I I I'I I I` I I I'I [PI I I 1'I „ 1 1 j 1 I.I m. Y Y a 511EAT1 IING 1�ANE1F EDGES V��11rCH ALIGN WITH I I LC3C1R TRUSSES AND/OR RIBBONS AND 12"C}:C. w , x �. � �-/2°x C�;_f b "1�IAil..(1�d OQMON)m NYS LIC#039767 1.1 1.1 I.I I I 1"1 1.1 I,1 I_.1 I,l 1 LEDGEP,STRIP „ ,. z .. ALONG INTERMEL?IATE SUPPOf�T5.5EE NOTE .I, � � I ( !1 I I �I I �� (� �� ` �I "SIA � _„ ,. ._.m, ,_ _ � _ _ _ a ,SEI:SMEAR WALL LAYOUT FL.AN5 FCR AREAS RREQUIRING ADDITIONAL NAILING ANr7 __ _' _ _ T. 347-276-6093 E. Clay@isaac-rae.com ' X'`"?:13''1 I15 ? I3LCC# INC i 9 - I I- i C- 1 I'. I. - I I I I I.I I I I'I 1 I l I 'f I 1 I,I PITCHED ROOFS <l:i ' " 131 � � 1/2'',�I�0 I G2" NAIL 1�d CC3MMC)tN J 1 1.1 1.1 I.I I.i: 1_i 11, I,1 , .J015T TO,PIM JG115T ( ) w I AILED WITH X3,131"x5°COMMON 5MC�TI1 OR DEFT RMCD 5HANK NAIL5'AT�"O,C. I I11 11: 11 a 113/5+2 APA ALC3NG PANEL E[?GE5 ANIS I'2 OtC:..ALC3NG INTERMEI�r.ATE SLi.PPCRTS. INSTALL CLIPS _ ER1tvl "x 5a NACLa 1 RATEC?Q58 T TA ALLOWED. I: I I I I I I 11 11 I 1? l l I1 ::LLt1CIIN A5 Pro 1 ct. A PANEL EDGES. 5 C LESS ARE NOT _ M, �7.I Ct"L? `5EE 7. ".x{?.1204 NAILS . FLAT ROOFS f7Ut E Rl M J015T TO TOP`PI ATE o " " EAST MARION 1#2 x C3..I 13 I+1A(C'0>;15 I x ' BC3k s o NAILED\CTIA 0.151'5x3'COMMON 5MOOTh OP,DEFORMED 5HANK NA AT G'C7.C" ( ) `< "C�:t'." 23/3211 APA ALONG PANEL.EDGES WHICH.ALIGN WITH ROOFTRU55E5 AND 12"O.C. ALONG .f'T 0W br'nA1 'AT PANEL (TSE"N�L�1` ; } s � r� < .;�;=17�",��t�:'(�2"I�1��L("(�a��iM�I©iii'. :. �16�°� t 325 Bay Avenue, East Marion, NY a RATED 058 INTERMEDIATE SUPPORTS.INSTALL CLCPS.AT PANEL EC3GE5r STAPLES ARE NOT 700 �130ITTOM IEt95 ALLOWED. h W NOTES: I. 1=LOQR FRAMING REQUIRE5 SOLO FLOCKING AT ALL PANEL EDGE'5 OF FLC R 5HEATHINiG % I R 02 0 - Project N Rbt?F`FAS`fENIhGCHEDUL: g 2'n 115E ONLY A01nIVE 5 CONFORMING TO APA 5P60FICATION AI`"I OR A5TM T33498. �';o s � • "i - 1 ACCORDANCE WITh MANLFACTLII�.ER'5 RECOMMENDATION5. ONNEC T104 ' :'FA5Tf_NER,, * �11ANTITY,PE� " a APPLY 1N ACCC}P, 3 z I (N II 1ZE AND .PC351T1.C7N AC'61!K,' I '1v11N:t�OIAAL LENGTC1 iN.fktHb x Seal/Signature: W 5• THIS TABLE 6 5A5ED UPON THE ArA PI COMME1NDATION5 FOR STURD-1-FLOOR AND , s �. *CC)NNECTION.', ". ,• <; , W SHEATHING ATTACHMENT. • FG12ILLUSTRATIVE'tu .Q5E5) IIN:NOMI'NALRAiL'bIA. IN INCHES .CEILING•1C�CST ' � = •'�..». `� �� 1r2�'3t0,,1`02"�1i4t1."(IGdCrC7MMOt�};,, . 3I81R.MIN."QOM , TO PLATE , "sr.C:13.1"-NAIL 3 t_UCENTER CIF'PLY:BRA: t ." .. .. _ CES E LINE OF PLY BRIE E 8S It B"�I c�,z12cJ"NAILS� •" . r_ I __. . I_. _ _ _I �. _ _. _. I IVOTE..SPACE'PAN<rL EI3GE�.'1/8 INCH..REFUG=E SPACING i3CTTW1rEN L1NE5 "-' I ! .�._ _. _C �. I. �. _. Of NAIL5'A5 NE'C'E55ARYTO MAINTAIN A MINIMUM 0P° 1Z(NCH FROM w I I..�... -.. �.. .„.._ .. 1 .�.. - %_ _ 71 PERIMI:TtR PLYWOOD PANEL r0GE3 TO}MINIMIZE I'IrY OOD PANEL TEAR OUT„ ° ~ 11 I I BLOC&ING AS ° ~ IT I` I 1 , RIE=l SEE t _ _. ._ IL _ _ _ __ 1._ SCHEDULE 4' 0,.C, NAILIN fOR 6�t`�Ut>TURAL" Z E _. #I I -.,_. _ I NA UALL ANL '� fiL awIF L `TT # UA _ . (SEE SCHEDULE), Date: Scale: � ? STAGGER' LAPS' A5 5HOWN _ _ _ AS NOTED ` Drawing Title: STRUCTURAL SPECIFICATIONS T co 'TT 0 � I T N INTERMEDIATE NAILING Drawing No.: N ( Eh SCFIEDULE) f{ : : . FLOOD. P.00f 5H AT IN ATTACHMENT DETAIL k NOTES •. - ;� < . .• ' ° " F" . r' '4'' ii r# #" t _ , .. s: , II- - � ., r' •', s� ` ` .. : £ F" .. F: - , , a>,.l ✓tom"'£ Ir " , p , . , > f• , .. . , .,. .. f. _� ., }, $; b> f. y8: , ., i . , 3: , k' 8 5' .. i' 1, .< °'; CC.3� CC?f 1 bb . .� DRAWING ISSUE NO. DATE ISSUED FOR 05/03/2022 SUFFOLK COUNTY REVIEW 2 07/25/2022 SUFFOLK COUNTY REVIEW 2 g , 3 09/23/2022 SUFFOLK COUNTY REVIEW 3 I •,� , Iq 1 � -," <. —�-•.,«.„gip°=�xy--"""--.-e.-.... ,aS+*>.a- w exp'. •-.�a.a..--d ....,: ... , ., . I " I f F0i, . i 1 W W LLI TI 16 fL`w(�la'ij tl ',� F_ THIS APPLICATION IS APPROVED ONLY FOR WORK 3 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL § '•. I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. w I I 3 ;< IE P•, :.£ Consultants: .o I f D J Lq sd> a Y Z I I xa ., ,. ¢ : .. ,� , < .. ,. +r c°`¢•°< _• Cy< < f' „ p' x' ;zp<€} �'.<i.�_ >eQ a�.ak � �I i� $i � � i• 9 n• Ar E .-- ,n L. ,4, 9 , 4 -. i , Q .....,. .-... �. -..,- ............, �..... ..�,..-.. ...,.. ,,.... ._.. .. .�..,� ••,...., r. ,.- ,o >... >.... ...-e,. w...-.—.- w- .-, ,-.—..,-x..,:.T,r« g ,. £<,xD<ra.<x.z•t��M'•x <<., �. .< .- 3 W zLU 359�-7t 119" kkC Architect of Record: z z ISAAC - RAE 0 11575 Main Bayview Road z Southold, NY 11971 ° U. EASEMENT UNDERPINNING PLAN Z SCALE.: I/4" = I� 0"" ` Contact; Isaac Clay Coffey 3 NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com U V Z k t W y . Project: RXI5T. CQN0=5TR1P i FOOTING EAST MARION } P 325 Bay Avenue, East Marion, NY s s<'. GENERAL UNDERPINNING NOTES: .yI�TING FOUNDAMON UVALL I7NL 9 I✓'I.NN1N0' C } NC �°' Project No.: 4 W I. HE N T HA WIRH A � At T P i F t. ;- . ' . f t IR-02 T Cfl TRAC LL OMPLY LL R V N ROVIS ON5 O THE NYC:13UILDING CODE: a ALLFOUNDATIONSNC7 ARTHWRGR RJP TIONS H PEF:F P D ACCORDANCE 3T/aRTINI�-,� ��M Tom+ �' <•��r'� � �`' � � .' � ;,"�r�n £ A K ERA ALL BE O ME IN CCORDA CRS MTH THE REQUIREMENTS QP THE NYC.BUILDING CODE.ALL �, �, N. � I1 �;� NLY, 16 ITS � WIDE MAXIMUM'"�IM�I`1 s � Seal/Signature: fi W LOTS, BUILfi7INC�Ei AND S RVIC�At YJIRvir THE FOUNDATION ANf EARTHWORK AR's -SHALL 3 PROTECTED QT C7E C�Ah(R PROPERLYSt SUPPORTED,D. ,H % 3 'iI O II ., 1.: 'IT„ i T $ a", I DC7; .N., L O ,'JfI��. �',�GI;,`VOI05"�3fffW EEN HEM M;;�I~IC: ,501L W . ALL TEST PIT5,BORING5, EXCAVATIO!WORK AND UNDERPINNING OPERATIONS ARE SUBJECT TO CONTROLLED IN5PECTION5 r Ir -. ..... ' .. it - L�AVE'.A I1�,INlM`U.M"O� �"I -0 :OI��ISTIN��OIL`�ETt�E�N��'IT�• , .4,. THE OWNER SHALL RETAIN A LICEN5D 5UR.VEYOK TO SURVEY ALL.LOAD FEARING WALLS, PIEPS AND COLUMNS TO 5E UNDERPINNED (L)N[f$5 � � � 2 �� .. IAN;�C3TTOM OF EX.1ING :AAI ,, ND ICOMACT"UITUIIaIL-ATC'ITOlv1 OI :f�IT WITH TAVIP {AI�PLICABLE < o Ct�NTRACTUALLY DENNED OTR-JERWI5t).THE SURVEYOR SHALL CHECK,THE DATUM Of 50CR1.5TRUCTURAL ELEMENTS EVfRYTWO WE WKx5 FOR THE � � �' � � "T10135% E DURATION Of Tr�IT WaRK. �, 'TO t OIL;ONLY � COIv1I'€ C`1013 % F IMAXI�MU,, `DEN51TY,'0 ,50IL x.055: °GROUND HOULD E KEPT TO A. Y 5. THERE SHALL BE A PRE-CON5TRUCT(ON MEETING WITH TETE OWNER,, ARCHITECT, 'ENGINEER t�F R CC>R�L1, GENERAL C ONTRACTOR ANIS FOUNDATION � � � � �° � � � 4'` � ItillNlIVIUM 8Y DAA .�ILUN�� NI� �K�Pi ARDS, EIDE AND �NH�l� I'O��I�I. :VVI'Ih C�ROL1T PUI1(IPED..1NTO, OII�5. v6- t NTi A ICI R WORK COMMENCING, „ .`' THE ONS MC�"09 SHALL JN5`I"&L ADEOLIA`' LST IAL 13RAd�O, `i��aT Ivy � T{ :P�V�NT `�1��/L�vi�N1' I�{THE ftl�aTINC�' N G. ALL ADJACENT PRc1OPERTIE5, INCLUDING BUT NOT LIMITED TO EXTERI�?R WALLS AND FOOTIRNG5 ARE TO BE OBSERVED BY THE fNGINEER°QRM RRECOPQ ANIS A` :� _ C ': D' �, - � :� �y�r(� �`�{t €y ��THE t��i�"� }��f f � �t J� g � � ' ,, `• .-° kf, ..�.✓Itr.0 ✓'� I V��X.ANDkI{�'F,' HEMW'A-+hV'W°"' RMN`'MlNt.`i��, 19ECE550,Y1 ENGINEER RE5PONSIBLE FOP,THE CONTROLLED INSPECTIONS PRIOR TO WORK COMMENCING. � � ni°' ' t £:` A; ONCE YCAVATION •XPTH I�EACNEJ �C)TTOM C?E'`SEGIVIEI� I' CUR Eta C GR � E I' �.>. 7• THE C;ONTRACTOR�SHALL REQUEST P!^.RM155IC}N T{�ENTER,BUILt�RNGS DIRECTLY ADJACENT TO THE AREAS OF PROPOSED lJNC3ERR'INNIR�IC�. ,�`�" ' €- ' E �6 ' ,� C} � �? .,- '-t3" .. �'-t3" _� .' _ ;�'� _ _ .,3-0"; . r ` �, °' ., ' -- T y�^�'y �j A «! N C)I� ET IfNC� I� INN N0 I=C)I�TEGMEN ' ° 5. NO FOUNDATION OR EARTHWORK PE9MIT 5HALL BE 155UED UNTIL AT LEA5T FIVE DAYS AFTER A WRITTEN NOTRCE OP THS t'ERMIT AR'R'LICA,TRON t1AR� BEEN i A I `. WAIT UNTIL �ON�l�T�}ATEA{N5,5bo/a Or,:VE51GN 5Tf N TI-I FC1��°�4�1CVING �!N:��3°:,�I11��I�:PII�NiN ��11r"I NT, £. = PRC?VIDER7 BY THE APPLICANT TC?TI E 3WNERZ C}P ALL ACtJt?RNR�iG I C?T5 R3U11 pING5 AND SEf�V1C,E.FACiLITi� WHOM MAYBE AFFECTED 6Y`THE 9' oF' ;RIN:R N PJTS r ="A k, T 1I -°. -3C a A , `, ffi �PROP05ED FOUNDATION WORK CSR EARTHWORK OPER�ATION5. o P ATf T ' I~ P,'�U' at INNCNG'5EGME'NT5 .A2 .THRU ` 4 �l, AIT�.UNTIL! 4 N TAI o� 1 P a 9, THE UNDERPINNING PpUNDATION5 5f1ALL 5 AR ON SUBGRADE HAVING A BEARING CAPACITY EQUAL TO OR GREATER,THAN THE'5UBGR�AbE OF Ttit ,. �; � � :•�. 3-, " IWOC tIOVING•�ON `fC�.UNbEI�I�INNIN�SEGMENTS �I T�1t�U"'134"' , z EY15TING FOUNDATION,THE 5UBGRA)E AT THE LEVEL OF THE EXISTING fOUNDATION SHALL BE IN5PECT'ED BY A UCEN5ED PROFE55IONAL rNGINEER � ' i} - ; � il,i � • n"MAXIMUM `.__ ; t..... . R B E D s. G:: 3R EGMfNT5 13 I T U !ONLY., ,DIG. PIS".4�t •SIA IMUM WIDTH' 'ITIS REQUIRE I iE T�N�'ANC? �f� ING. RETAINED Y THE OWNER(UNLE55 CONTRACTUALLY GERMED OTHERWISE)TO VM, FY THE BEARING CAPACfTY AND DEFICJ.ENCRE5 BROUGHT TO TETE `I~C I GM NTS• °i "1 # 13i° 4"eI f-AT CONCRUI.NG,fi LEANIN � �Nt�,�t�Mf��GTI�N A , ,"D IN IVt��"2� � - s o ATTENTION OF THE VZINEI R,Of R�ECOKD> ADM N N l f�� L�t�AT ON k ' W 10. DO NOT TRAN5FR_R.T HE BUILDING LW ONTO NEW UNDERPINNING WALL5 UNTIL ALL WALLS HAVE ATTAINED 50OP"ThE CONCRETE DE5fGN STRENGTH, �. ANCA �. a A5 CONFIRMED 15Y THE CYLIN ERTEST5,OR 99 HOUR fok 5t WNt RC;'I41)1 PIT 41 ":�1�{1 Wum Wlbr,f°�T. PMUIRED� I""l �.T7N`G ANI .5RAd`� A5 JND1 AT�'�! ON °I R:, LSO NOT RACE BACKFILL AGAINST'NW UNDERPINNING WALL5 UNTIL CONFIWED BY THE CYLINDER TEST, OR DG HOURS. v w D%r_T�l1.. x .5M �>=I L A'�? �C1�� R 2.• ALL CONCRETE SHALL 13E NORMAL.W,E10 T CONCRETE WITH A MINIMUM LIL.T`RMATE COMPRE5 51VE 5fUNGTH Or 4,OW P51 AT, S QAY5. u' n, ' ° � ° ' Date: Scale: a I"O SEGMENT, `.REPEATCONCI i1NG t- LEANING §°AN0CDWACTION�A C�,EL k1b IN:NO�' 5' �; .AW`•�,>. It, f B ALL GROUT 5HALL BE N0145HRINK WITH A MINIMUM COMPU55IVE STRENGTH QF 5 OOO PSI, �: AS NOTED IO. " �� UNI �F'INNIIifC R °MATEI IAL,`` ON RA 'I" ;1 . NALL'TAKE'�'I E'GAuT1ON5 ,0�A5 NOT.TO �&—Uf��KdCK 0- 14, ALL DFWACK 5HALS.I3E A MIXTURE OF I 'PART CEMENTAND PART5 LAMP SAND,WITH 0-INCH SLUMP. R. Drawing Title: N 15, A1�UNDERPINNING SHEETING AND 13PACING C T°C�REMAIN 5HALL BE PR�SUR E TREATED LUMBERS AN010F OTHER APPROVED MATERIAL, NCEI ,AC3,IONIIi �CTI ON ( "IAMAG 'CCNiIS .AI: AIY, ' III STRUCTURAL DETAILS r R'G, EXCAVATION BELOW THE WATER TABLE SHOULD BE AVOIDED, IF PO551BLEa. DEWATER THE SITE PRIOR TO EXCAVATION.EXCAVATION MAY ONLY ' y gy 4 co co FROCEED AFT"ER�.REVIEW BY111E ENGINEER Of gCOR.D. o 17. IF WATER ISENODUNTERED IN THE PIT, PROVIDE LOCAL PUMPING TO REMOVE WATER FROM THE REIT:. '- r6,C\I ALL SIDES OR 5LOPE5 OF °CAVATION5 09 MBANKMENTS 5HALL B INSPECTED AFTER RAINSTORMS- PR�C7OVE 2XG KEY, ALfRNATE,FR6h i 97' CENTERED0N•EACH PIN R3AR 5 4,2 OZ Drawing No.: N 19". THE UNDERPINNING SHALL BE CC?R�RSTRUCI`Et�IN A MANNER SUCK THAT THE RXR"'C)5ED FACE C)P THE COR�RCRR�1"Iw 15 VERTICAL.(OR.AS CiTNER�INISE VERT. cel �€ r 12-EMDED IN UEU OF KEY' ! CU 'SPECIFIED), CLEAN AND NEAT. ° < 4. UNDERPINNING PIERS SHALL NOT BE, -FT'OPEN OVERNIGHT, UNLE55 PREVIOU5LY APPROVED BY TH15 OFFICE. `V UNDERPINNING PLANo 0 2 nk :., , ,v. 1 tt NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 3 4 t'-4 1120 • �*'T`"yiR • f .:Vp'. ^ „ .Lela" ... ±L,i'._ 'Il ° " , . ... *..., : ., fl 1 =1: 1124' 1124 � 7 - f r 8 12 � �. . .. . .r e ` .< y,'. , ,' ?'~ THIS APPLICATION IS APPROVED ONLY FOR WORK " ^,• . „ . +� 7 INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL u ,; , ,, . ". , -, _•t" .. -• • • � OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR m TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. »a«302 cqa `:t - \ F <«+++x .aww w....,, acre. «.v...• n .«w.. n,<. ,..x..., ,r•>w ..,� a.—... .ww, ,n.eM �................ ,.i.«..a.<—.:::.aw,~.v_w.-,...r.,w...:+A,-nn.+x p«aw s.+.r-<;;k:..x®' e. T*�r,.a.,. �, , �.,+...,,,...... 'T<,,.,... ara...r... ..r:«..:^.,M..,rw.tw.Yw::.`rwwr "+:w:o°Y�.w:,r"'i'.•1`. _•. \• ,. .. I Consultants: , f , i, W it l Surveyor: r: s t� Ken W ochuk bI� AiNANGI� Y i C P.O. Box 153 Aquebogue, NY 11931 _.._. ,....,.. � ..._... _,... ..�F � , NEW k.L7� i ln�'`,•'�, ;< I� ...,... f a Structural Eng CONC. FILTER ineer:� •` Alex Spyrou £AES Engineering I > 1 - �. ,<. � � � ,. • I ,. -• '� �,: - -x 630 Fifth Avenue, Suite 2000 I TCJ - I j :. �- �' New York, New York I u -J . £Q. l '" HER's Rater: I I . � I� ; a � Y Tom Baccarella J 40 CONCRETE LA13 T.q: Xi T.5LA5 NY Building Te c hnology Group v , . �,r 159 Route 25A U1CGAVAT Building 1, Suite B.4x . — l I Miller Place, NY 11764 5AWGUT ANb iri�ciw�5T. ap 5tA8 T{ ALLOW I.N aTALLATIQN r , ,� I T.D. 1-A Or NEW COWMN AND FOOTING F I i fttV. 9'-0" � i F ' _ , T.G.J. t;UT:ADROVE EXi5T. � AND _ � � « FOU.NDAVON WALL TO CREATE �� ' I [ lE4�V t)PI~N(Nt T{ BA MINT x:942" 1, ( L' :� } :, j PE'NI G T 5 ARCH. I ,. 3 ' f{{ Architect of Record: 1 I 1 A �4 11, I' t I NEW I2" Igo I i :, b ° �r ISAAC — RAE iouG.Pii ASTER + } =1 I � I ► 430 Main Street I j Ia 2nd floor Greenport NY 11944 Contact; Isaac ac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com y@ I WFC F Project: , { "x '�::,�\•,,i k'•.'`eY �e a ,k<°,. + Q dA c m a + > + - -� -� - EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: f t A ""SEMENT ONcTONPLA ' /� $ ,GALE° 1/4R _ I' 0" �. a, «r^a'..�« SPREAD i OOTtIVl7 I SCHEDULE t PI'LAN Nbft'5 `" ` t Ui 1 A= I9 ��Nt ACHED MAK 512E (L.ENGTH x WIDTH x DEPTH) RfINFOPClNG KEMAKK5 =1, T0l`,0r CC 9CRJ rE!5LA5 MATION A�--' OT O; �)t��C�I�IA�`�'i✓uJ � _ � .. s , �RKa ':SIX;{tl!�"fl�tH � `iN�° ft�t✓C)��f�� .° ` ��f�IAR < 'ARQ 1 ITECTUI�AI., #5 BAIL " £ .C. EA. 3 �. .. Date: Scale: a" �" 1+t1AY C7f lrsar pElf "C�Lu��l '"UP" l"ROM TKI LEVEL WPI . . � E f )" Al a" CONT., wit ?ph,/t T 'g ,TiE j 2 ,t7:C.,Tf P 'I { TTC�IvI. AS NOTED AR5 n Title: c' w" STRUCTURAL FOUNDATION PLAN , F 7 — co -(5)*G� �CCa . Drawing G TIES l "taC>, . . . .... .�... , .cs N _ Drawing o N .. , n N .. 0 a w N O) ,, .< ,.,. ,. ... w u<, •.., < .. ,s. .,+;<.*,.¢s r,'+Fi�> .�,W.0 i..{.`.N:: o ¢, ,.. N.., x•v*a°R.'4...a,,,, > ,n -. - r < ° . i NOTES DRAWING ISSUEa NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval : 2 I; 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION f . , • • 1 f tzz 2 3 4 8 b 9 , 10 12 E « �, A ri 'a. '- • , _. >° THIS APPLICATION IS APPROVED ONLY C FOR WORK t , . , _ .• .< .•. .. ..: .- ..-' ' ' INDICATED ON HE APPLICATION SPECIFICATION SHEET. ALL .. 7 7, „' "* » • „"„-, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN , a ACCORDANCE WITH APPLICABLE CODES. e 4 ""'”" _— —__ . ...._, is �, .,aw. •- ,�W r. •� -�iiJVG r° = '�:. e'S i r d a a I # 1 a I. hi x' x ! , . s > , w f W. ` - > Consultants. , - r ar w< < x t r , { Surveyor: , T.O. r: 1 1 5 - ( I Q „/� - r� Ken chuk > Y r y � > a a a , { „ 5-3p3 ` '7 •....—.+++o.r.' .r,. .w.N•, '. —..' �..' � . ” _`��. � { --== : # P.O. Box 153 „ > Aquebogue, NY 11931 r I - .. -- _ --jp�III{tl--_-__#IIiIiIC It---—, ,_ (1-,_e.__-_-,., -__—_E1,,. _-- -i,1'�f>tIwc!1{ _ _ ��,sI1jIt1 _, f�,tIt(t1 .. d1�+is1 _—_a��I1, E' �i�'I ____�.1,i�111II 4rdi,i1_"�_ 11aIII�CI _-��q�ii11I1I�—_. d1irifIIII.. tart3t"3,'1�x��i1iSj"C!S �ri,1�t,,t1 _•��1I1sIr_—. .r �t11li'<,.,_. 'y{j,1II - t ,ii,lLI p ,_..c. ' iCfl. �,.._�.`.�..::,M_v�.�u,.•:/.',''.P...>...-,...,......t.,_......,.,_:a.°.'.'.-,,.,...'":r��.'1,��It4e '. x4•, ,,+'ff 1,751xa � V .°' qw,'... P"g�FP�jam8°}"L%ja@•Oi';a 0 4 i° ria .�' , j a,r S truc t ura l E n g in e e r: Alex S yrou X87 4V r AES Engineering 630 Fifth Avenue, S u i t e 20 0 0 1 Aw4NCRIM SLAB� New York, New YorkmlWx.� 417SJl fEx6t, 7ON) .�1R� � 3d - 5ia. HER's Rater:Tom Baccarella 1 , t NY Building Technology Group LEV 159 Route 25A Building 1 , Suite B5-303 VICx Miller Place, NY 117645-332 i C5 C1 0 CONCRETE OVE� �rTAL , DEM HE PLANOT�, 1 Architect of Record 4 ! 5-303 1—U ISAAC R A E :u- 4: X4x• 2nd floor 430 Street Greenport NY 11944 4- __A Contact Isaac Clay Coffey R.A. NYS LIC#039767' T. 347-276-6093 E. clay@isaac-rae.c om Project: CONCRETE LLTt 1EL FAN TAIR EAST MARION 325 Bay Avenue, East Marion, NY Project No.: -02 Seal/Signature:3l8" FIRST F"nORTRAMING -PLAN SCALE: 1/4" — f 1k '"N NOTES: I=, 5HEATHINC !3C' h- OL 5HT. C-002 fbk WA'L *FI.COC N�ATHING Z., 'PECK AT ENTRE :LANDING TO,8E-CONCRETE"OV R, I' :I12-`X,2C Gk METAL PEC K5, TOTAL DECK THICKNE55 Date: scale: AS NOTED Drawing Title: STRUCTURAL PLAN coNDrawing No.: ON I r- 11 d7 s : >.,. .,,<.,.. : , . .. > , . . >sem,,,. . ,<.,,M, ,. . . : . .» e.. "• »«.,,>=w- a ,< Y °r . . ..,,a•nwo.aax.n,c.,s•.m.r,,.,avY,vY•..••, •• 3' I NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION �..,,.,r,. .. Gh � ° ,. r , ..,, e< < 5: - Y> ..,.°•1 Cl'�Q11 .., bpA €3 4' eF !R tB ,9 4: 4° €° t4 !z E .. 2 4 q , E. tSW1IIV1 fi , i r ° �srrsw. ' � �. ,,, ' io w T i 5-3034 11, :A 1• T`E ,� $ : . 12 -314'' k ` ` R THIS APPLICATION L R WORK y3t a INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL It )•1. )(.I•# LVLOTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR i I I TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I E I t t t I l t t .••_ ....: ... I t i° ACCORDANCE WITH APPLICABLE CODES. Il t€ l : >•.£ _ � €� < .< .,_Y••. ., aa. ,� • .�.� am a , r E E I E s s , .. , 4 i __.. �—,_°�t„�t,it{ tttCtE it ([E{(EEtit t ttir t ►EttPti€t{E Etitf tt€{EE itttr ttE€Et it€{t€t tt E�E ttltt tt€iEi EEI�€3t tt1i Et. tt,ii1 Ei ElE!E I{k!EitiE!t'ttt!I t�tt€tIt E t E'�€ .�.�iEE°tE tE ERt,it �.ttti€I Et i1!E t�itIEi ttit t?€'' �..,�'tr�tti�i�t E{rtt..._".�.�tISt E€,E!Ii,t� '�€EIi Et i,!{,t, Et€E.•ti iEE1tE i€ti �!',a tI ti14! ` ,.>i?t,t{i€i..: .;'Ei,E!,tEtiE€,.. �•,t�i►1EIE€EE > ;E��tt ti.' 5 E:;2`.ij€ij tI tip.�t ° .-_:��.t=..,'.,+��,:,��-.��.",T�l�a�,��~-.•,yIwV-wI.,,. `r.k.�:_•.a'4..."<':,•-�y�'?>.<_..,.�_[��:t..I;,,q»,'•«/.^. �;(E,S" �•�`a�§ ,— ° Consultants: b � « ... .... Surveyor ° �5a ivKen W o : chu k P.O. Bx153 Aquebogue, Structural En g ln e e r: I ! t Alex Spyrou: AES Engineering t t t , 630 Fifth Avenue, Suite uit e 2000 New York, New York.................... HER's Rater: Tom Baccarella 04NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 t 4- :15, (,675,LVL x ;b Architect of Record: I f J i ISAAC S A E 430 Main Streetsw 2nd floor M(N•,12)2xG OSGreenport NY 11944 0€A. MUIIION Contact; Isaac Clay Coffey R.A. .—. Gt.R> - "" rt �' • ' ,iY� { �02 p NYS L IC # 03 976 7 T. 347-276-6093 E. c l ay@isa ac-ra e.com V-0, Project:EAST MARION 325 Bay Avenue, East Marion, NY Project No.: I R-02 Seal/Signature: =SECOND FLOOk" .47RAMINGPLAN PAN NO1 tlN CDu �"' , , UL EIATHING' 1=01 EAlJtK'g1`, 5IZ 5 5 E5CHRULE 5 T9 b NO1 5 XTERIOR B ANG BALL ELOV M � N4.* OTE5 INTERfOR FEARING WAILBELOW . 5, 'SW rNOTE5 SAkWAB LOW.- 5th G{ CR FATHING ANATTAG� MNT OUI� NTS,;G: �O�� AO� Date: Scale:OENOTE5 5r5ON NDI� NOtl)-DOW - 5'EARWALL TS AS NOTED U.O,NONFLAN, Drawing Title: aSTRUCTURALPLAN co Drawing No.: NNON , t + NsoG7 — — NOTES DRAWING ISSUE NO. DATE ISSUED FOR = 1 04/27/2021 SD Floor Plan Approval 2 €' 3 { 4 { 5 6 g 7 P 8 9 10 11 ; 12 DRAWING REVISIONS NO. DATE REVISION 1 r a a c s > r a 2 5 47 q 7 8 9 d 10 >y SWI -.o fit SWI _ . '-swi 12 THIS APPLICATION IS APPROVED ONLY FOR WORK ?' F INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR € € t i # s i i t { € { { I 7 1 `. i } �,_••._ s i TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. TGA , {, tl Consultants: HIP'RAFT�I € _ # d ! t E E d E # #. # # 1 , € , ti► p { Surveyor: r i )` t 1' ��• IN.. 2xf9e6EL.OW N r # A, aSULtIol , . '. Ken Wyochuk P.O. Box 153 d i d i i I @ F , , �. Aquebogue, NY 11931 I • Structural Engineer: € l I "-v— _m-.. --�{dIr€ �#i€iIFEE #dIIiI{iEiI€ #€i#ifi #}Ii€@EpId �{#{1#1€• €Ii{�€tId€ €,td}I€# ' EI€�I€d4Epti€ "�#i�{{€€i@ {#ti{I{ �{i€` �#I#tI{Ii d�ii�1@ t€{Ed �!#ti '` 'y'i iT#[II �. {{! id{{Ii€. #{#f1td' . �idI1#dE `l{i{#({I '1,;{{#IEd€ `=1#E{I#r{. a@;PpdI#I,,Ii I#{iIk #1Id�dtIE , , :t►t�r�apo' :� �, {{ sr�..a_ #g:.,«. �.a, ,... �@€,... ,}.....,. 3-.�I_d;. ,uo=r-.,"', "S{I� z�;a,, ' r�d�$3@E . ff $ .•.a-;..�ip;a`l`�; Alex S pyr OUi i ,U5-304 AES Engineering 630 Fifth Avenue , Su , te 2000 @ 10Z AN New York New York HER'S Rater: SW2 Tom Baccarella NY Building Technology Group p 159 Route 25A Building 1, Suite B J Miller Place, NY 117642i ' oT up To RIDGE E t E } € # 1. Architect of Record: Ab(2 '2MGI5vISAAC RA E tA. MULLION 7 430 Main Street 2nd floor TT R Greenport NY 11944 sWI Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.c om Project: EAST MARION { ;R „en„.. .•.. , f' a-as °` °-.,",• ", 325 B ay A v enue, East Marion, NY 10 Project No.: IR-02 Seal/Signature: SECOND FLOOR CE L �O 'FR MING PLAN, 5CALE: 1 /4# I 1-4f LAN NTE5' a ATHING SCHEDULE 11T, G-002 fbFVALL4 FLOOR 511FAT 'IN 5th, C- 2 2 FNdTS &tRR btAR(NG wALL 6ELbw 4. DENOTE5 I�RIC ,55RING WP BELOW SW EA5. b0A113EbV :ft HtARWLL: Caaui tit. G-002FCR-SHEATHING AN1) ATTACHMENT REQUIRfMT5. Date: Scale: AS NOTED G, DiAbt�`5`1'K ,�bN HD56FLOOD TO ELOMHOLD-DOWN Drawing Title: " STRUCTURAL PLAN co Drawing No.: oN 17", , I: £ { { .. .. „ a , ., £`, •. ., .. 2, :3 " ('3 °� ° @` # , `s' d' €: ?. °€; .. ,. F, ii P. px as 1: , $ ,< ss � s a E: ,: 8j p. r ., y, t, S .. , .. .. .. ,. .. .. . na`+". . ... .b' rbi4', .. ,. ..+ ,4i•x ':!„« .. -,:b»d:• uF.«obld..to- .. ...i.,:,, • z' mom NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION i 2 3 x d f .. rr ,R ,.. .. _ ,..._,.....,_..........,..,... 4 4[ E 7 - 3 9 < € u'. 10 12 L " THIS APPLICATION IS APPROVED ONLY FOR WORK `1" INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL M. I I # I OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,0 �'~ I - ,•" ,. «� { —, " " — ' m� a i # " » �.. .; TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ACCORDANCE WITH APPLICABLE CODES. i ° ,�". � :•"w•+!..w.-.� � � •$ ..n,,..,�..,...,.. � , qp �� ` " d''� �! .& yw.�,y. t i ( ...... _ .._.,Rw- v»"-♦ "..j I .w..+.Y E ... ! "£` �. ;y�'yrx Ir#, 'X, tr j �xw. � R,{ \! .Z Consultants: I •_- _ G ` ..y `' " !. ` ° _ Surveyor: Ken Wyochuk 71 P.O. Box 153 Aquebogue, NY 11931 i .... i I i Structural Engineer: a I r3 ° . . Alex S rou , , y , .� I � � $ _�E' .l ��-..!�++�w�^�w .....siY•wrrrrr ».. AES Engineering 630 Fifth Avenue,° ue Suite 2000 m s" _ New York, New or Y N -� ="` �" � _R York T a:i .PITCH x.5.1 PITCH ' civ x t I R,s �� HE Rater: � Tom Baccarella I� �- F NY Building Technology Group , gY P i I . _ . t �: 159 Route 25A i -305 Building 1, Suite B = j � � � E �` ".,�..:= -• ��. �:.. � ,�� ; Miller Place, NY 11764 45 _ !=—: j Architect of Record: AU I I I R _..._.♦f t4'd j' t " , .,AF, ° », ' �k n g i 5, 11 7 a ISAAC — RAE M �ibI -,- 430 Main Street 2nd floor Al ___. ...__ J =i__._ ._ ._ _ d T Greenport NY 11944 I . i ..,._ ._.._ __•_. _-_ -'`" ."._..<— v....- r� .... .. .R+. ..-=...=- a-P-1...-,. „-... 4-. ..._u..s...> .-_. --«. .mv.... -.-_ _ �...... __.... .......- ._..... _...._. ....__ ._, v y �' f A -- '! _ `# '" I Contact; Isaac Clay Coffey R.A. NYS LIC#039767 M T. 347-276-6093 E. clay@isaac-rae.com „ Project: gx a EAST MARION X # 1 - �° 325 Bay Avenue, East Marion, NY § Project No.: I R-02 Seal/Signature: 'A"MING' ' P' W, RO F '� FRAO ' LA SCALE. .1.1411... t!'-0'1 11..11 6 PLAN�NOTE5: ; 1 .- E :51T1iNhDU� 1 �002RRCt �NATttNG 2,_ 5E,� 0\cHlT �° ML FOR GOOFING MAT RIAl a£ Date: Scale: , i AS NOTED _. ._... Drawing Title: STRUCTURAL PLAN ; M O T N Drawing No.: O N N O s , .. a• . .,* r e, zr�' m,.r«,K m.«r x:w, ,�... ,.aw>r e- �'- r^& ".. „� .- ., ,_ .,, ,.. ..,.: ., ,<. k .a xY... .< .-♦ .. s..,-< ..<,r,a «,.<, a' e..,rre .�-'�«.cw-'..., .'+«w-ark.s,..,ryn,w <. .«.« -+,m„,..,m_<v,..'eu w�.Fa.xkea",<..,�«.. ..x.,r., ,< -+. ,.w,,, ,' ..-.. «.,.�.:„s'a-,.ev+.,r, ..rte' ..,:s 1.. ,, d•,s.a,.a*,•. „r.�6+''.°e-:.<<«.<:. .,, ,,.t a � .� I NOTES N $ ,•.. , >',. a v' w t-� G SV .....vi 3°sa, h 4 sa;., ' , , •. f >. .£ <. .. }. ;r €: a , .. .. i „ ii €! iP e` t 1' a: .> !i S <t 4; as ,• , €: ,` e= �: is ng ' ,. .` p- '"s ., sX �< £< € ., s s' g: , ?' <, {£• .. .. , ° < „ ? '!� ... ,. a ¢ , .. .., .. ° < < " f e <a , {' ` 7+ �< �� za s' €( ..l 4p � .. ' < s i, .. 3 r €' 8' og es � a ' e.� .,} ° €' < f° , 3 8� .�b' 3 < � . , s a d. a <a 4 � C &• p ?; r, s° s tr ;x tt , . ;; , gt , . i. €x , : DRAWING ISSUE NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval 2 3 4 5 6 7 8 9 10 11 12 DRAWING REVISIONS NO. DATE REVISION 1 2 3 4 4` 5 ` 6 7 - 3 q,; 9 10 exN ; +» 12 AIR HANDLER > >. E$> THIS APPLICATION IS APPROVED ONLY FOR WORK LOCATION s+.k` INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN k `-( "TOP Off PLATE. ACCORDANCE WITH APPLICABLE CODES. - s > �-fi�'�t�u , > < _ Consultants: g Surveyor: = Ken Wyochuk I I s P.O. Box 153 Aquebogue, NY 11931 , +IIS"U!T,0_20 _. _ .,.,, „ .., ._ .. _ 1 f; A .f r` Structural Engineer: { ,r _ w > Engineering Spyrou 71 AES En ineerin `€; 630 Fifth Avenue, Suite 2000 New York, New York HER'S Rater: s Tom Baccarella NY Building Technology Group —�- 159 Route 25A Building 1, Suite B Miller Place, NY 11764 -01-0'T tin 15T rLR. � 5 e x. _ x z m ° , , r° Architect fRecord: GgADE e,.. .. .«..w.w..,..., ... <«............ .. ...........>. .av�a<,.. .. ,._............. ., ..,.. .........aa. .. .,.-...> .«�,....< ._ -.-....,,s> � f # ¢ y13> � �, 5 "'"�'^ , RADE„ " ISAAC n r\\.'' * ✓w .`�` {\'\ �\ R ° a 8 „>. °' :.� r e F.� A C R A �� t =. a • :i §< E 430 Main Street 2nd floor Ell g i 8 X 8 x Greenport NY 11944 Contact; Isaac Clay Coffey R.A. ` K NYS LIC#039767 V-0ie OI'CC F'SLA x a �� _ �� ., �'• • � - - clay@isaac-rae.com » „ T. 47 2 �.....� � .{ - .. ., _ _ ., ��. 3 76 6093 E. cla is x - , .r , ' aac rae com { { , \ . d' t'� r .,,> { s'''` .✓ < {` a 1 >f f"r .s"<+x r /> ! . �.'.✓'' {' {' { %.+a .,, ., < •.,. `1^ ` .7 • > r a C" v` r A e r.r fi +f I f A a +x ,{ ,r.R'' f' ,{r r y�.r• "� {' , ,^'° �" �,{ r`f. .� .I J'•< %`� .f J° :.� {< °r" � ��.; `i' ,,. `�� \�'.'�..�`..�r.�,, � �'°��'� �°'��.°q`°,.'n ^.''�'\ %°+�..i",,.."•,;�'�o�,�,`'0 '*'� Gf�. .``+.. ``�,. < a � @ s'�w.. ��.. � � �c �,:v'. �'C�``. \ `a ./°vo, r w o; a/ ,'�rC,.�'@, ••'''S `,ai; {" 1'� d" '<,>"." t .. ° '•<`4.r'P,/\,v PO r�r . � t..t� s Y ' .e.. ' � � \ '� '1., Project: X1, :��.�� f .. ,��•�h ��,� �� : a� °� � . . �� : � EAST MARION r 325 Ba Avenue, East Marion, NY A' Y Project No.: R-02 Seal/Signature: 8 � SECTION A-ASEC�"xI01 �-�B � . r..JCAtWi 114" = }lf,t"{ti 14 VV Date: Scale: AS NOTED Drawing Title: 7 T STRUCTURAL SECTION co N Drawing No.: NPr s, ct a ., ,f � ., < f S' ? >, g �" of P° .. !• E: P, P: €F - �� , �. £� .�6 �' .: ,f £" gg 9�e £' �+ <x a, .. g' {.• 3' __ > � t p: x } 1` „ .•g ' .. � x t' tr �as 3r ;r xx I' c. <. ,, .. >sYi`.... w NOTES F , DRAWING ISSUE ; NO. DATE ISSUED FOR 1 04/27/2021 SD Floor Plan Approval i 2 $ i t 3 4 5 6 ; 7 8 9 _ r s F 10 11 12 kY DRAWING REVISIONS ' NO. DATE REVISION 2 4 =. :. 7 8 9 ; +25'-&RiDGE 10 IRV 12 11 AIR HANDLIM LtCA7tC3N THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR TO BE CONSIDERED AS EITHER BEING APPROVED OR IN . .. ............... ._ ... ..... _.. .. <......... ..... ..... ACCORDANCE WITH APPLICABLE CODES. i Consultants: 4 Surveyor: k Ken Wyochuk t a P.O. Box 153 Aquebogue, NY 11931 rikk 19-0" ..Q. G.R.VI) M iia' f t` j 'j= .€ .. .. ." UII~EC�CP, _�e. � Structural Engineer: 'a Alex Spyrou �.�.: AES Engineering X 630 Fifth Avenue, Suite 2000 New York, New York g HER'S Rater: F Tom Baccarella 1, NY Building Technology Group ;< e 159 Route 25A a Building 1 , Suite B ; ' Miller Place, NY 11764 +01-00 T'0. 15T f*LR, �• -- Architect of Record: -31-01t GI�'..ADE 3 . .. ♦ ... .......... .- .. .. ».a.« ....... �#:"mb•'A".te+ v ww..v+,:e<w'+.xu. .. �V ..« va ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Cay Coffey R.A. ' Contact' Isaac I NYS LIC#039767 " -91-011 P A5 �l. 0 TC? �� L _ M wt FrF� T. 347-276-6093 E. clay@isaac-rae.com V �d V 'i '.' l' +fEa J" •`a` ./ i"<' J \ F �`: Y4�., f F �..✓ I.°\,.� � .F l�j�/ ,�`"M�F` ',��+^\t`� +•'r. 4` F,+ r �. .C. Project: EAST MARION 325 Bay Avenue, East Marion, NY ` Project No.: R-02 t ` Seal/Signature: ,SECTION ''C C 1/4' 1 ► Via' � S Date: Scale: AS NOTED ' Drawing Title: 00 STRUCTURAL SECTION T M O 3 t T Drawing No.: Q AN . „ ' . €, x ,, ,A . a e.§,fi €' £< ra •fi a • €° .S e g>' $. .< sr r a. : ♦ <` , n, T nl . , .. .. . r , _ a. €� e.: €; a• . t' . , °a i' � i t . =r �: �8 &� :, , r, c �. t i• i .< s ,;�§€ t° {; a'. a € t` �: kb , ., .. f , ., , ., � s _, ., . < s t kz ° r . i._. ' ., .", I I �- ,�, J 4 ,,,.,- � """M 1- -- � .----,--'--- .---.,i�,.� � � , I - " ----- L...'.7 - NOTES , }. , , ' , f „ t' 0 f: I' 1 a , r' :} q i' (? p x� .. , a x , DRAWING ISSUE ,� - I'll „. `` ,. I ' : , , � p " N0. DATE ISSUED FOR , , a" 1 04/27/2021 SD Floor Plan Approval .R`\ 8"CONCRETE \ 3"C NCRETE I6" �7N 1 E 2 /' FOUNDATION WALL 11:1K '� �i , _. "FOUNDATION WALL, . ., FOUNDATION WALL g ,. > , s `'fr\� , #5 BARS VERT, 1 "O,C; >� ;. '� ,. , BARS VER1. � ,��C ''.' , , ` `' , 4 RIGID INSULATION, SEES I1Glt?IISLtLATItN, 5t<E \ ' . " 3 4ti3f1z j�R INFORMATiQN' 5 �zzz\`. ,, ,, I, I -:-.�� . ., I Z� �, ", t, , ,! I I I rai ' dC?Tr.SHQWN SEI- A4�CIIITECTUP.A'_ , ,` . • ARCHITECTURAL �� , • _ 6 I , � I �, . I I I . I �� I z I , ETAIL- ' #4 I3AI�a 12"O<C: / 13Al 5 I E'C.C. 3` " �-'A�- 11 g Id DAMP PROQFIN / DAMP PROOFING ;� ,� �, w8C?# PER ARCH ITECTURAL " A PER ARCHITECTURAL y � . '' {IT:' 1 tN ,, 11 -,,, , " ' �, * : � F LIN, All W fi# "` '" ' °" . . 12 #5 DOWELS G,t Q.C., �.� #5 bOWEL5 @ G"OZ.;. �;�, N <- . i' --l-1111111 .. LAP'.40 BAR DIA., `\`�� LAP 40 BAR DIA.' ~ �� t - V . ; „ � � . ,. , , ;,_ ,� - ,, ri {> DRAWING REVISIONS ALTERNATE HC�a . x If2„I31T11M1NQUS \, 1 2h i�UN11N U5 ,I I 'AI•I IC N M 1�IAL'"fYPy " ,M. ALTERNATE~ OOK :a E F.XPAN ION MATERIAL t 1=XPAN5ION MATE1�lAL ... � ' : .� ''~ j 'ry �'F�,'1''ANSIbN 1vATERIAL' N0. DATE REVISION , g �CgNC: LAI , rv, } �. ,r �� L7PtC?C?IzAC1 �. I'll1- 1.11 I 1 WATI~RSTt F .\t" ra �N.Vt�.I GXC-W 1: 7tUtl 1..4 WA�T�TOP I �,�` • W,W: F GXC a-W I.4XW I.4 k: *' . . � 1�.W,F GAG-11V 1;�I�CVa?1;� t y \ 1f.y�.1 . W I.4xW 1. 1'. � ' SI A13 � 2 CENTER OF 5LA8 ° CENTER OF SLAB CONT. AY \ ` '° ;. `6 CEI�1TEIZ OF SLAM ., � f f &,. CENTER C)F. 3 , KEYWAY \ K CONT, KEYWAY f _..,.._.��..�� . �- >, � ..x` 1. ,�: # +NC.SLAB r 5 Ctf CTT I AL` 1 . 4 CONC.ga Ata' 4 ,\ t 4„CONC LA13 \. , \ f � { A€ I I i ? ` '� T�Or SLAB, 5EF `\' ' �> FCR DRAIN!SPEC: `," ' t , "> ,. `" -' 511 �'`\ �'. ,`I \, \, T,O..SLAB, 5 r' \\ \ �• I f��>�` .E % t. . . .1 I }�eJC 6 \ rA a FOUNDATI N PLAN � �,r �, � _ ti. w .. _.,,..., N _ . ; _ � _ r�. • L - _ _ -a-=- -- - _ �� _ __ *�- ..�i- ,f'� tR `� 11" ._ _ ,._ r , _ -,� 1I,1I`II7ATIC R \ �`` \ 4 :` x , `, \ e , J '• ` 1. "`"fix" to---'"�+ '--'R.6 i C J I ,11 _._ 8 ""�� /� _, 5�° tI -, \''� a �/ f r 4 1, ,,. 1.,,�. , , , f �s a > a ,- t . „1 x a �11/ Jtii b €S • y V ! \ \ f/ R }i ;A-',-/\ \ \f acap . I w 1 Af~ }' . ✓ i! ! r *s' rf \ \ \ \jai ° \ ,+ \ l ,r A * �r ,! ' .. p% `\ `\\ \ !J / /, , �°h6 DI ' �*f Q ! f' ! , f`t ,rfi' � \�` .Y\ �' d y Fj`� `a�`°e � : � 12 %10 '\ \ ro ' \ . UJ \ G Ivt11.VAPOR BAI RIR \• . ,,'� G MIL 1�AF'QR BARRIER \ I {`• ` VITT .C6 CRETE.5TRIF� \ r._ s ,. �,\ Lu%A J �y} `�,X �s \ b, ccs \ \ a� 41 4d z ro l P14 - , p" g \ R. 4 ` �- \� �?,�1L�/AP�}R I3 THIS APPLICATION IS APPROVED ONLY FOR WORK / f M� r�; j(CI01j U 1{ ( , 11 I { I 1 4 p 'too • - s \ ":' eX t INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL f { R D N tJLAfl 3N; �. '\f \ \ \ 1 1C71'N ULAf1JId,, a� - -- ARCHITECTURAL tITTCGTLIIC�IL -"" +""r A C ITtC`I'{, RA,L , a \ ` ,, , 1 .w- 't-`�+ ' \ 1, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR `�• \/�< � # I V � - :6 n.. � - a 'ARCHITECTURAL ,�`\,r{ r`{ n COMPACTED EDA A.B.C.C ,i+' 4,e 6OMPA, \ \ - `�a TO BE CONSIDERED AS EITHER BEING APPROVED OR IN \; \` °_ \, -----=%ivr CICerlw UI�I7RPINNINi . \ rQIv11ACTE�E7 A.r :C.° �1-~A\ P. \ 11" � ` . . BOTTOM OF UNDFRPINNING TO, \. k �\�� ACCORDANCE WITH APPLICABLE CODES. x I CONT, CONCRETE STRIP, �,� � � - CONT.` NCR=�5TRM ' \ �\°\ \�,r. � \ 1 � �CSN7, �©N R�`51 RIr , > r > { \ \. p- � MATCH TTOM OF' t#iP.5TRI r �_ .��. ' X FOOTING,5EESCHEI�ULF- /" � �`ti\ \ � �, � � \ ,"FOOTING 5EI'St;IIEpULE r \ FOC?T NG, �SCHEIJULE \ ` _ °� \ \: \ , y F ?R SITE REINFORCING s.X . I , r11.,� \ . . ', ',I OR 51ZE4 REINFORCING CING - "' s � � �f � ',�,\ '\ �;, �Y I Q. " 4 IWMI A4 f P N A, 3<C. to ": «` ``�` \ {��•`/`< 4 COMPACTED A.I3.C:. EC1. '. \ \ -41'COMPA,�TEDJ � Consultants: 51 C f1 ED. , . ,r. „,. _, , IE 1.CHI). Surveyor: , I 1-11 . .,, "` ,: ' Ken Wyochuk ,yr e.,, m. ^` � °0a , . - ..ge .. °` F _ ^ , P.O. Box 153 ('AIi i1 ' .. . A uebo ue NY 11 1 M ' A, r TY FOUNDATION AL �OOTIN T' 'F'. �0 .ATOI11 1tALL j00T1 � �? IT. % 93 . !6 AiC 1` /',, :OC::II 'Ci�T .! A�L q 9 I I1 I it E„ I 0 = I-011 °,I„ �1 ° �/ { V , .. Structural Engineer: , . n Alex Spyrou , AES Engineering 630 Fifth Avenue, Suite 2000 = New York, New York r HER'S Rater: - ' ;{ f Tom Baccarella `" �A' C1 T,, LAi Vt " -H ,I ,1 L ;. , ° , NY Building Technology Group XHP,5. AftVkPLACEME'NT A. .f'. -- 159 Route 25A �F CONtC1� �1" ONC RETE,- 1. y;f Warr , - Building 1, Suite B , % L1tTl t , , . Wi,. xVV 1::% FNT>° C)F.SLAB r r�r �' Miller Place, NY 11764 TRO11 ILL7 :tiltAlrlO , +.1 I ,s tom_., �.. Z,; f> ,. 11; °' 1. `f "' % s �,111 11 _ ° ° t Architect of Re r " v co d: a d. z f.l .. • f ., > , Y b V . � 1 k :�K k ISAAC - RA E \ \ �, ., �\>' \ \ ' , .\ ,\ `1, \% 430 Main Street ' \ \ , m ', , - „ � , � w : 2nd floor 1 I .. ; , . .,Fp '"4 . VAP JI j Al I21l I Greenport NY 11944 . %t /'�� }�/ Contact; Isaac Clay Coffey R.A. • _ NYS LIC#039767 , � ' S ` s E�xIST.STONE FOUNDATION N1 ATIQN cry . . _ % ' ,` � <. WALL BEYOND,, , < ,, , _` AWA, ,s T. 347-276-6093 E. clay�isaac-rae.com EI Cii £^ s, E< E ,. Tz'. J = f " 4. 1 _ „ _, ., , , Project: NEW CONCRETE 5LA"TEP ", . 1 . , ., ` ,, . '^_ ; .•., �' � ,t, CUT AND REMOVE tX5T. ' H.5.5, STEEL COLUMN,. t` : , ; t�f .'�", � 4�t:CIUCI�.�T�:5LAi3�;�: ,F�� . EAST MARION FC?LtNC�ATIt3N WALL TO CREATE tJEW SI:E FOUNDATION PIAN I i I IJ2 t 1'SI' «'' 1 FX�Ii I GIwNTER C}F-LAS` OPENING. CLEAN TOP OF E.XI'5T. I !" � NEW CONCRETE STEP + Nt3N=5k3R1NK GIQii 1 `i'1N'AY 1� "} STRIP FOOTING TO ALLOW FG7R STOI ' W: u.AT 325 Bay Avenue, East Marion, NY NEW CONCRETE REPAIR \ . 311 G1. . I ! f}NTF'QL Ja1NT. #4 x 12"VOW L5 24"O.C. wf G" I I 'I 11 11I..,�I� UR1�I'C�L1I� EXi5i. l3A5E;.MENT 5LAI' EN+II3EL}. USING HILTI I11TfIiY C + " i, j , .. . 6 r. - , ,. „ ,. 314 13A}SE°PLATE wl�4l /4.O---A> 4 CQ - ,3' Project No.: ADI�ESIVE ANCt1ORING 5Y5 Iv1 NCRJ~TTlLAf3 w/ i I R-02 HEAIEI7 ANCI IDBSv/MIN, ( I % ., " „ .... .,, IC)".EMFD., :I I �rV.W,I : x6 `WI �4xW 1. % CANTER£}FSLd�S 4, W.W.Ff,XG-'WI AXW1.4. \1 . � I I I i I .. ,. _.._.A I ,. , Signature: `'4 a 41 I ;1 0 CENTER Or SLAB � .14�.,..•,_ �:4, ,:. 1 Seal/Si nat . .. ' ; '�3 " / °'` "CONC.SLAB % _ s\\\\\\\ \\\�\\. \� d "I /' �\ \ � r i , r , I / ,'/ ' . + fib � t'E�C _ � d, a , !S. �tE=,�-`^w.-.�C=r�.. �, z I �•,71 '^\".,�'` \�; a'`. '� �.. .. / ` a \\ T,O.5LAI3, SEE \ ,\ \' \' ;\ � \ N`/I , x .I '/ W- _4 -4 / 4 , _. ..,� NDATIQI. _� .11 N LAN M # `., . �,.'"," / .111 \�\ , , \\ ....-.1.111..... ....-F1' Z I"" �e, , \1� " , # ,, t1ST,CONCRETE_- ,/ ^� � '"r� �� „,,� , , \-WrOK 6AMTE9, � �'F {7 � � a p �,� ff,�!'� o� �'� , , £ .It � y g' � �, , ''E X .. ' €+F ,. J�, > f Y ., . `fie , s.� r ,, 3 ,'R" s°. aTRIp PQQTINt \ \ \ \ \ `. �, . ,, �' R ( \ �} ". + t f p�yy� /". ,Y:' "',; t 'il l'ACTp'a� I .G' `#'. :a 4 /,,f"Ik,Fy' '�. \�" �"�'a 'x,11 ��.,# �, < ,z /,y�\'�.,:�'y\.€"`,` .i'�!1� ''A 1 I; , ��'RS ��,�'f\,��.'' ``4„ iL YA1 OR �^ <.+ 'I-�3"'�� '�C1 :k? '1.� ,.,e �� 'r,. 11� s y / /� , ,� ti. '� y /P � ' +'/ " # Mr ° ,- ;// _ y�y( p - a r. . , y <7 * ./ I ,.,fi f K 1 t4 at \ \\ '-. < + .d j -,xj f a $t � BAI\R34fik , , a ct 1 t a , , r. A` �' . . \ \ \. '�\ \\ e ',U) . �-"_ t zit \ 9 ,t. � \ \ \ id - . \�'°' 4"A.Q.C.3 : . s u_ /X` / "'/ It,��\'' /`/\. 11 _ M1I.VAPOR BARRIER �' `' ., Y I< .' . . . ^\ \ \ ,\\ \ oaTNR� � t IDt-I� p- +I = �`\; \ IIG1I�1NSLILATI4N SEE , . �. _... �- ., '\ _ fi. r 63 "4 4 •�: d r / d 'Q . „ . 1F .I ULE < . „3 tV1,dt1- �R a.' g . � , b \,� l \ \I I ARCHITECTURAL ' � \ f .., ��_ �.. � "� _ m. \ '\ b\ \ FOR 517E'.AN INFORCINC'. � �, ^x � � '. p�.�w , YA' m <.1aINT6, \�`'� \\ - „ r ' ± I v=r15 r��[MONA,. i COQ CTO ' �WE 3 ` , ' "CQMi'ACTED A,I3.C. a -. ; e ' NOTES DRAWING ISSUE #4 IOWI~t I TiWELS w1 "" — EXIST.STONE 4 f NO. DATE ISSUED FOR 6"EMDED'. @ I2"O.C,VE{�T, I- 1 04/27/2021 SD Floor Plan Approval w/HILTI HIT-f1Y'27©ADMI51VE FOUNDATION ION WALLI 2 ANCHORING 5Y5TEM s < . „ 4 • �► 8 . : . 5 i ? a • g, <. 6 7 I "EXPAN51ON MATEf;IAL 9 wtw Fac wl,,4xwi 4, 10 CENTER,or 51f3' 12 PLAIN VIEW < Y DRAWING REVISIONS „ . -0.SLAB SEI . = FC NDA71t Al PLAN OENTIwR`OF LAB N0. DATE REVISION # BARS ,. 2 ' �.�` .. . k•.° 3 " (4)#4 BARS VERT, I'2Y' Q.C< � ` `' a, ,. r. _ .DI 4 NEW 12 x ! ` t :�. > r f £' EC?UNL7 r` CC IdCI 1«TE PILA5aTER.. OWNS 4". }. . #5 HA ```� 4 � r ` #3 TIES ig 12"Q.C. VERT. asp -D -W e < , ` am : c _ .' < +. 8 CUT AND RE MOVE E3CIBT. ' tr : ' g g �` rod'7 �,� • � 9 FOUNDATION WALL REI ..TO ��, 4 BAIL: ..o a A: 'A.: .. e• r `�. '' � , 10 {4)#4 DOWELS vd 6"MIN. EM5ED,` INSTALL NEW CONCRETE PILASTER FIN15HED G AbE wl`HILTI Hifi HY'200 ADI-ItWE > "CONCRETTE Y tri. • RETAINING WALL CtNO<;$�P ' a« r ti 12 , ANCHORING aYSTEM � a,' .,'� 0 SAWCUT AND REMOVE PORTION DIST,:BASEMENT SLAB , t M► r THIS APPLICATION IS APPROVED ONLY FOR WORK ,r e�NT .�fYWAY'Tri C}1+EXIST.STRIP FOOTING , /`,f, a�' ** , '' ' r . ' `�' � �r' INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL „ " v` `� \" FINISHED � OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR 112 EXPAN510N MATERIAL. .. ! ` , ,r f }^ T A `�,t ' ,,'t+`, �, y. 'BRAC? w: - '. ,/'� ` ,� }J s?'' .""` Nrr; TO BE CONSIDERED AS EITHER BEING APPROVED OR IN W.W.f'GXG WI,4XW1, ``' y ~ ,`" `�`°{ ` R ?* v < ,r; , `�• 1 ��'e _ CE E # �7C�WEL O.C.c �` ACCORDANCE WITH APPLICABLE CODES. LATERO SIA>3All ,`� `~'` ',, LAP 4th 13AR DIA., \ 4"CONC.SLA �' '' 'ALTERNATE HOOK �. "* � � .� `�` �� ' �;. � FOR INP '�'i` , ° ^ �� `~", a '''� cRiA Ora ' t , I IQ ANI HOW '`,t ' t 3,.'�,'`',, '``' ,,,��• �'`"•,�';' z4 t �f``�. ��'",�� ,�"'°''..f. a' '? Consultants: ` . - F `.,` s ,{ S / 'Vf '``'~,. '`.• $ .. `' Y ' .. r ,; �` a,, r` .. ° " ; Surveyor: _ ` , '` , " �;• , `�, ' . , ,r' ,_ Ken Wyochuk ,7 f EX15T.`CONCRM `. 7 1T. bN R > " ,� ... '' ` , P P.O. Box 153 $. < �s °ice STRIP FOOTING °� :` rOOTINC. ^�` , � /' O ` ; ' f Aquebogue, NY 11931 1 � �► �, Structural Engineer: ~� � ; r +I : Alex Spyrou XX AleWJ , x t . '` AES Engineering OOTItvG, >=E SC11rDtL>" • 630 Fifth Avenue, Suite 2000 .' `y , Pt?R SIzI=_ iNEceli , ,. .�».: New York, New York NL:W`CONCRETE UNDERPINNING. '� ' d r� " � .�. �.. �" � FOOTING5I~�" BOTTOM Or UND>�RP NNING T+D � �; .P � � `� � . AvD:�.�:0, _ �,� ` �. " '' ". ... " /fir HER's Rater: MATCH BOTTOM OF NEW STRIP :r"" �• ``�.,, '"�, " FOOTINGr ,' Tom Baccarella NY Building Technology Group ,z 159 Route 25A k Building 1 , Suite B , Miller Place, NY 11764 ., . ..- NEIN ON . TE f ..A T T01 � Tf �O AT ON T10N f .U 'TfR A E ETA NINA WALL $. £• ° SOT :� TI�C�I, ' ' �i��.A � T��' I, 1`-O" Architect of Record: 1 ISAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 TOP OrfOL1ND 1©N Contact; Isaac Clay Coffey R.A. 'WALL&tMNpOW WELIw: NYS LIC#039767 BEYOND', g, 4 o0wEL5 @ T. 347-276-6093 E. clay@isaac-rae.com ,24"OC. FINI5I1RAp Project: EAST MARION g 325 Bay Avenue, East Marion, NY #5 BAR CONT. @ NOSE TYP, NA, Project No.: LVL BEAM, 'fI , a1MP�it>lt cel: $ : • W I R-02 ; FRAMING PLAN �, flv1�a0N 2. #;° A I • Alp�aI=IATIILG " H r, caf . :CSR CCT Signature: Seal/ i n s+ 112"BITUMINOU: o o I r EXPANSION MATERIAL W Gx6 -W I.4xW I ,4--- Q CENTER Of SLAB #4 BARS 12a O.C.PA<WAY 4"GONG 51A8FRAMING PLAN 'RAM I'LAN ` • � °=t " LVL'B>wAll,S `EX1STAOP GIRDER,SL REAM5I MING PIAN > PMMING FLAN 5Mf^RAMING PLAN ' �a0�1}�Bt��p�tpl FAnSy"1«�trQ^�'iC�ta: £< ° = i.7 '. Ve4�..+'fF.'i�E741✓Lh. t , c� NEW I "x I , f ! � �{ ,. •\� f . °°• � �f� - NOTIR. LAG,5 R I EA.SIDE 4r I M 4"CQMI'ACT A.B.G;, Y .„ ` ,d FOR WORMA7ION ,t' � M O)LIMN 43"I;MBIffD:'1NT"O GIRDER Date: Scale: � x /�� NOT SHOWN SEE' I AS NOTED #4 BARS ' DETAILS I CL d Ql I1 N,.Bti Drawing Title: co ! _3p _ ..POUNDr1IpN'PLAN STRUCTURAL DETAILS co a �. v N < F . I, Drawing No.: N �� —1 <'C-0 r A 'Ku/ N �PETf- ,5Tir P, B 1,.—. ENTRANCE .s ° � ( °t A �* 1` T 3 ]((] {{Jf`({{� ''"^'"� �`J.�� j"'"-'�� jJ�"'�_ (,/�' , 'j��"'y jJ ` - •1...'V..f..."•V e 1 Ate' TO .V'O N 4+�i' i - i... � - e i r'y 5. } } �f� �'" "�'" j C-0�"(._ ''('�`<45...}�'�' D N 4 " ,_,� ; �p � �� 1.:.��AIW.Io-. NR./.� ^! :�L..'.''4.�+k.lL=. .Ns>, '�-�/�.� 'i .- 'k.7��Ll� �' 5COALE: 1 I -Gti " I:�Q" NOTES g SEE Sr"fARWALL 5CHfDUL.E 2xi aTtJC}5 ( ? xG 5TUL75. I "..C7.C; „ � F`QR.SHEATHIN�'AN.Q' �� STL!(�S''{ ''(� C?:C;F � x, €` •s , < ATTACHMENT DRAWING ISSUE CONT$ �WOOD F'LATI SEt SHEAKWALt SCHEDULE �' = SHEAI WALL SCHEDULE 51MF'S0N 1IDSA l LQC R.TiE s iC I T�fix&WtDfi l PLATE' #' NO. DATE ISSUED FOR CONT. 2xG 50LE PLATE �. FOR 5IIEATHING ANC " M, BiTlJM1h(C�i�S c 1 04/27/2021 FOR Si1FATHINC AND EA..51DE�'518"0 THREADED „ ' Mi � A,. SD Floor Plan A ATTACHMENT 4�Qt�TYP., SCC Fi�AMfNG PLAN I✓LOOR�H>wATHiNG,- 2Approval ATTACH N :. ham, 'FLC?OR #iEATFi " FI R SHEAT hii r= 'EXP,�,NSf QN.MATERI'AL ' r FLC)OR.51tI:ATI�►titan E LQCATIt�NS 5I SCHEi�ULE 51(TK SIMf'50N CS CE aCF1EI ULE 51T, W.W. `C G=WI:�I WI. a " s 50ESCHMIE HT. z' 3 5w50N C52Q 5EE'SCHET ULE SHT. G-Ot?2 A..STUD" is-( ?2 ,� CENTER Or,51-A _ 1 ='t3CJ G 0702 ` EA,STUD " ' < ri' � � 4 iMOAID " 4i CdNC.5LAE3 < . 5 �M BOARD f. � 6 RIM 13QARD r f -00UFLfR NUT AS, 8 ei io 12 P(NISHED GRADE • '1'J(F1.C7ouoI:�fi; SEE f`'I(V15HEp GRADE" ° ,�(tIT;" DRAWING REVISIONS °'• ' Tit F1OOR J015T,SEE FRAMING FLAN $FRAMING PLAN t° $ Y. Exp, TJI 1 LOtDRJt15T,SEE a FRAMING PLAN ; } 'FRAMING p� �• "MC I'13lQCKIN ` 4* NO. DATE REVISION CONTI{ ) 35 WOOD PLATTE:W1 °. ° �,. :. 1 ON „ x O NT. . x G�l'"E7 PLATE . '' WOOD rLATt wl I19 O ANCHOR BOLTS @ 45GC ,� } GV � i AND WITHIN 12"EA. END,0F WALL 2 ,'ANDWITHIN,(, ,t.E2,. END Or—WAL 3 --CANT. CONCRETE ' � CANT. C6CRk F' 4 FOUNDATION WALL �..$ " FOUNDATION WAIL 5 • ;x e CONT.CQNCREt ; ,/ $ ` EGf3N(?AT(C)A(WALL6 NQTf*k l $.fOUNDATION WALL, �` NOTE: FOR.INFORMATION � � FOR 1Nf"OI�MAi(ON 7 NOT SHOWN 5EE e e ' r $ NQT SHAWN SEE . ' O�=' �. ' Of Lf�II ORMATIQN 8 `FOR.IWOWATON `�. '" DETAJU NC)T 5Ht?WN SEI~ 9 DETAIL. d +� * NOT,5HOWN'SEE10 . „��' . :'t7!TAiL: 12 THIS APPLICATION IS APPROVED ONLY FOR WORK INDICATED ON THE APPLICATION ON SHEET. ", OTHER MATTERS SHOWN ARE NOT TO BE RELIED ED UPON OR L i ('�� 'WALL �1�LOO1 � , i V T'1 i 1+k.. N V WALL,.. �r {. p ' j i �'"�/''"'��/(/ D `� J� "'� TO BE CONSIDERED AS EITHER BE ! .'. i 1I\ VVJ"�L�"�OL LJtJVV N { 1l � pp ,/'* ` " (�� INGAPPROVEDORIN WALL' �OO I,. RA N I j ' 1-�' $� _ , O ' OLINC�ATION 'FALL WALL 00 '^ :Y' ��03 5CAL1 ' 1 �" ] �Q .SCAB : I n _ (t Ort __.- _ {'. 1.! T i0 ACCORDANCE WITH APPLICABLE CODES. - : AAL : „ _., iM i N G-`, N _TES. ( 0' �4 —. =30 SCALA 1'o w.. ........ F: y _> .. • .. r, Fn g „ °. Consultants: Surveyor: Ken Wyochuk DOLT a,.: CHEDDLI try I II P.O. Box 153 ' 4, „ Aquebogue, NY 11931 3 11201 . L�}"arat l8"�I'I:EiiCT. A,'SIC3 tE( Al1Y.tnr '^)t plc "STI�IER:;'LAT 1N' 1/2' J 311 9`�F10LI5 I=AA> LEG, SEE SCtiE<IJiJL:E F'�?!� 1 iirk ANGLE LENGTH AND NUMBER Or--BOLTS E :JNE WITH�'8EAM B°� Structural Engineer:. I I/2R N 1JL e (2}�1'�"@ HAS-ETIIRI±AiDED . . z �r ,• , ANCHOR-94 8"EMBED. U51NG M t' ° its $Y € L $$CAF'PLD° t $, #< . . t> . g. r: , .. , �$< , , ' , $r Alex Spyrou MILT] HIT H��c�O ADHESIVE ! l $ `. . ANCHORING 5Y5TEM H,5.5.5Ti!t L COLUMN, r, AES Engineering 15IEE FOUNDATIONPLAN ` 630 Fifth Avenue, Suite 2000 3{I 1«y CONCRETE t New or New York X I : = a _A P LA51*ER �I .......... N York, _ . k ) - ! COLD BEARING W.... . . '> MN C3A5 'i. / 101'-=-$ IHERS Rater: w1(2)7/8"0 HCtLES ! I"I QC P SHEATH(NGF I _ . ,. , . _..,.,�.,. . .. e BS IVI ' ;lL'�t(JI TO ANGLF gLth ER OFA325N 31 L Tom Baccarella DEE SCtiEflULE 5HT> ..__ ;,j ;. b 'CH"D" !. T IVGTH. T -002 ! ; f � �- �'' -'mac ' ' NY Building Technology Group 4"CONC. SLAB I � I ( d ! I � � � � 159 Route 25A 5i«E`f(AAtv`INC PLAN �i r-` } "' # ; '�} q1 °(/ " ii 41rm 3":O Building 1, Suite B IA I ' �' $ , 5'MtV'�'E FVNG 4�EAM�° Miller Place NY 11764 (T— Y` I I 5EE i LA J 1TO 11 . 9 i 16 I I I I gip, I 8'l l �y I 5TfEL W(D1 0L�,N01*BEAM. ('Sa f 20�' AS"` I S" '340 i ,5EE FRAMIING�'LAf�1 d Q $ NoTtM CUT.SLO 1N 66TH ! 3 B�SHEAR PL ,. ,r` 112" ,> 3r B } 3m O T 1 w� pi,7°' � g Architect of Record: vx5 OF H.5.5.,T? 1. 1 ,5EE SC iEDULf " .. °'> ( (7)314" €,3�0 �: I 31 00 HOLES < °� +� ,ALLOW SHEAR PL.TO n,L 3< 4w x` IB`x T.B:> :.°EA:-SfDE OF'BEAM'W7` ,� ��HOLES I:�:�.I=�:.°��, , ISAAC RAE PL=t�I�JiDIST SEE 1�A55:1'HRU COLUMN . ,. ' SCHEf�ULE Ff�R # : . .. r X1,55.COLUMN SEE DANGLE:LENGTH ANI7 NUMBER OF E3aLT5 � $ FRAMING;PLAN �' ' FOUNDATION PLAN � 41 ,t LEDGE ANDC 430 Main Street 2nd floor ` CONT. PLATE EA. SIDE C7F \. , COLUMN f ILASTE(� Contact;port as 3 # G 11944 i$C$ r aoff R.A. ,..; . . Isaac Clay Coffey 11AR PL* x NYS C?NT>CQNCREiE LT CHEDUL kir LIC#039767 FOUNDATION WALL Iix BEAM PLATE NUMB Of= BOLT T. 347-276-6093 E. clay@isaac-rae.com e ` t: NOTE: DEPTH 'U" 'HEIGHT' 5N.13OLTS ' 5PACIN � FOR INFORMATION M t$, i r n " Project: NOT 5HOWN SEE TEL L VU(DE f LANG 6 1�f tt f STEEL DE PLANGr AM' EAST T < ' DETAIL, > ,, u Lr3j 3/�("i� �'',L3,Cr. � $ � ° l ' S MARION ' 15°TCI .I " 12" (�(}3/("Q 3"Q.G 5EE'FRAMING'PLAN (j C ,. ,. 5EE FRAMING PLAN; A� ' f .5T1ME:L'W1DI PLANGE�[~AMt" ' YY8 >s & •a "1 I f€"TO 2i (S" I;5}314'$0 3r'O.C•, w ;5EE FRAMING ;AN 325 Bay Avenue, East Marion, NY Project No.: OLL�I�r'1N TO ,FOUNDATION WALL :� IR-o2 5TEEL) BEAM TO H.515- COL.0 M> f L L. a 'CA,L.E: I rr— 1 t-0rt Ar #'-O"' NECTION Seal/ S-3Q3 5CAL:E• 1 Signature: , - > SCALE. J , (t t M O , 0. 3 d FLOOR QR,ROOF SHEATHING : . .. ., '"5te SCHEDULE 4 ' wwsxrrrNrYYSN � �r LLVL BEAM', T�(t�lQI5T5, 5EE <TJI JzISTa, EIE' , Date: Scale: 0- SEE PLANFRAMING PLAN AS NOTED 0 FRAMINGFLAN" Drawing Title: cv ,5IMP50N HW Tai'FLANGE HANGER c6LVL BEr lvi,5EE 5►M' t3N IU5 STRUCTURAL DETAILS co " "FRAMING PIAN HANGER,TYP, o "LVL SEAM, 5EE FRAMING PLAN T N N 0 Drawing No.: N LVL BEAM,TO LVL BEAM TJ JO1 T� TO AL L BEAM . I > - ,. . � "-, I . 1 , "' , , — � � I -, — 1� ,��':�11 __1 ''] I I , .I . .".J ., -_�: J.";Z" ,- .. I � ',�-,�` -�. . . I - L '� . . �_,,:., , __I � -1 I I I I � I I - I � I I : I - --�--- —7— I I I I I I � I [ I I I I I I I I I I - I -i 1 ;�� I I I I , I I , I, - , [ 1 � J, , I , , I 1 � J � I , 1 , " J .,-_ J, -1, , " I , - , , ,. . . .> a ' :,, , 2 TL 05-9. IVO.C.: „ ;' xE TUI 9a'I 1 "O.C. % 5T€55 1 I,ub'cv , €> ., .. � � g �x�.S U�7 a Q i�" G a>,_ c C}NlNU 3L1 ` i1LL`f AT1> � DRAWING ISSUE , & 1- 1 A £: " NO. DATE ISSUED FOR G ( NTNU{ 1J5 SILL PATE 1.1 0 ANCCSt 13tLTa x.13 x NTA UbUS �� ;tb�iI40 L* 1�L I TE 1 04/27/2021 SD Floor Plan Approval .` i �'- +� „ . �51MP5ON t`D55 TL06 R;'Tf E W,/:. 'Q �` , � , cM: ( #'* iD 91MP9E N c I 'Z, ii P ai 1 �: u1 «1v11N. >`MBECt, �' 1 ;K 2 1 Lt7(?R1ft ATFiIN , -51$' i Th#READED IZC?D TY1�, _ SIMF'5aN '; x '� IFA STUD SEE 5C1I UDLIA+5 Up 1 LtaCR 51 IAI I111VS1 E f`RAMCN PLAN f C)I '`st. 1 A.5TL1G r. .4 � g IA : ' 1TfI ? �- C r p 1 I s 1 cf�: 1X11 : , r I 1,Y , cum-. ..,,,UJ i -11 , X__ /. > 5 . - , � / ,, � 11111, --- - r �, I , x> , / . ..:... ... : a . KIM f3pARD E RIM BtDAI , , MAA:BOARD _ E „ ...w.,ti- I. >> �>,.<-'<. ,. ''`RfM��ARC�` 1. i i I. ,� -". ..>.,. .w m� °> ,°... 4 7 I: A,s r f '` a i, a , < , I'llro . • T)1'PLATE' . . _I 11.11– .. : 10 1 r % .. ",5EE Bi. L-DG,,.c 12 TJI �i Er,5 % ;' 6 � . T , a „ "1`,�I JOIST5 5EI 4 "CJl C l 1S,` , Q ' 1 7 0,4 ,. . - TJI It tST ,SEE'` RATIN PLAN 171PN . gRAIVIINC PRA1~A1N0 PLAN' DRAWING REVISIONS SIMPS ? I 1 Ai 11 o P , gyp, �. ", M '�' m51M ' fil A35 EA NO. DATE REVISION .P �, — —,>�, J015T TD PLATE _�" -TJl BLC)CK N6 -t ks � 6NT,'t 4�iG1.f0P PLATE° „ --ick., " JDIST Tt�F�Ai i` ° 1 kl \—CONT, f2} 2x�TOP PLATE > �t1 ERIC�R 9tiEA(11f AtG,' . u 'Cot�. �T(�P PlAT1 � � 2 - SEE:5HEARWALI_SCHEDULE . - � a ; .�.�`. �,� " - I, I ___I H 47'Alw _, , or(OM Qt 2xC STtJC7a !€"O.C.. t . ".s • ".t13'.LEADER:°g1rERAM1N1*' ' I" EXTFRIOI�,5HFATHINGY_ ... . _ ... 4 i E TEI ICE .5►1E Tti1N r' PLAN`AN1 .SCI EC7tJ I �' ;SEE ARI:�fi{` SEE 5HEARWALL 5s.HEP Jl-E 5EE.5HEARWALL SCHEDULE -.: I 1. 3 11 ) 5 -- , > � ., ;5 1 ARS IIT 1 URAL' t 1 �_ P 6 VNDOW OR C?CJOR TyfT v - ,, , P> ...«.w.,«-. }, ,., , ..Y' c .< t sF Fg i - ;> 4• d5 I;' $9 >, ,�. (`° ° ,. H % . „ . , i . ...V<. „ �' . [4 , . 1; .E $_ >:a. ' , , V ,4 ! k 4' 9 ,. _ tea.. x .< 11 { _ ''d {' r P ; Ys 00 �T� A I' 12 11 '% , . PSA ['`. Off. t LL LOO �A1v I C HT 1 O . : ''ALL 00i\ TO )=L00 : °I f fi� 1`.t J C �I�. l f' � - T` # .�0 :° !�l L` ' DC 1 u = I_ yn Er I 4_�e 1 PI }'� e n 4,!-(7' 1 -30 -30 �—�{�.G� ..��}� � �_' °. -.-',;�, , , . ,., - THIS APPLICATION IS APPROVED ONLY FOR WORK . P 'b - x $°/ INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL . , '' F OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR ' ` t - °' ` TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ,- . :a ^ ;; 4" ; NOTES ( )2xG CONTINUOUS TOP PJTf X&.+r PMX5 o 1r.4 Q.C. 51MP5ON C520 W1(5),W- EX 5}EA. 51DE,'FA.'RAIM-TYP, DRAWING ISSUE - „ x N0 DATE ISSUED FOR iMPSON U- I .. E"ARCl11T~ iA1 , ' , ' ` 104/27/2021 SD Floor Plan Approval rA.RAFT, f „ I I ,F9R.ROOTING •} 1 � NC7Q[?5I 1EATtiIAJGT4 a < 3 I :-SEE 5Ct1Ebut , 4 5 2 PLATE 5t t ARGifiTECiiRAL FFI }} ... •° � 6 � y,[CJNG, f4 E 'I Y ttv'UtptATr1iN ,' w. 8 SOUP 13 J LOCF E SCHEDUL St �EN > 9 m 10 --- (3) f Qi E NDNAILS,TO 3 z r•m EA. N 3 QP MADER 'TR RA�I'PLAW. 11 2x6 5TLICJ`5 12 =x� I~RAMIPlG�1'LAI`1= @ I v O.C. LIIL C GE 61 AMS 5EE 1zOOFAMiNoN a DRAWING REVISIONS -'WOOD HEADER SEE xC'. TLi1�S ” "`SilutP t N.i2;5AT f'. NO. DATE REVISION s ' 1 FRAMING PLAN 'V 16 O..C. ' % 4 2 5E 1€14A4 I€+ m e 5(hht'St?I L5I A 5GI 1DtLE FC3R NO, EA. S(IP „ fN : j Zx3P PI ATE 3 < a . 8• 42 8x S, 4 SEE f(EA f_R 5CHED1 U FOR NO.OF fix Izi E „ rt .. - „`. 5 x t •• 1�.;f-'�f : d� m g � 4 rR ,� t 6 ... � t' ��• � # ” i :C. 2)eBCOLLARTit _ «55Iwl1R'VV` 11.5�ia`II+)�}111 xI t`. 5TAGGEREI)EA. FACS {�^'>� /^ yy��•{{F �hh „ w « `. 8 OJ .. FACt NAILTj i.f'i.•. F;'„s _P. '�'g� a x# £ 4 +y�m�Tn�^e^.�n �>w�.t} �^, •�'>'t�'lR1�{�) (}yy ti ,{� �' <s., s a ° `r I, 1"#'l�,i 11w(y+✓ RAI !m�+x,W1(Q Q >I LS' E , r ( > R" 3 -4 9 tlt FRA;�411+fC PLAN � . ,. . , . � r ' . > „ ; . ., 10 1RAMIW FLAN r `' , THIS APPLICATION IS APPROVED ONLY FOR WORK " °` � �� -> �`,• � •° � _°"--�'t"r "'� -' � <- INDICATED ON THE APPLICATION SPECIFICATION SHEET ALL A LOAD REARING HEAf�EI�, OPENING, R �, *aY gib= ' s. x OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,0 ROO R.AfTER5 O '5T UCTURAL. �CICINE ` �1�� l FTtR TOrk'�h��,1 L,FRA�'i�N; / ( 'I" = I z{ "� , I,r 4 ,€ CONSIDERED AS EITHER BEING APPROVED OR IN TO BE �" I !� ACCORDANCE WITH APPLICABLE CODES. �3O � ..� �-305 . 4 �& • �, ..< .<_. .. . >. - � .. ,, , aw ,: n ; Consultants: Surveyor: Ken Wyochuk P.O. Box 153 ^ .. Aquebogue, NY 11931 Structural Engineer: , `tQis Alex Spyrou AES• Engineering 630 Fifth Avenue , Suite 2000 RIDGE BEAM New York, New York I fIP RAFTERHIP RATTER, 5f ROOF i ' HER's Rater: 41 ) l NA1L!TYP�I✓RAMING PLAN 24 X)bTs ° z i Tom Baccarella a • a �d >..,„ ' _;�•..� :�� b, �£�Y„ I�<"�.?„•,� NY Building Te chn ol gy Groupp 159 Route 25AIOT: Building 1' ulte BMIP JACK RAMR5NOT 510WN FOR CLARITY Miller Place, NY 11764 HIP RAFTERVIEW, ' , I� LA IE yry .,—..Js Architect of Record: fKAMNG PLAN 51MP C Iv aL3�UR `1I.: t n: ISAAC — RAE 5KE D U"}BANGER VP, �I _ t{ 430 Main Street NIP50N NIG HIP—' I2nd floor HIP JACK RAf< R , 5EE' RIDGE CONNECTOR ROOF 17RA,MING PLAN � '(2) � g m= Greenport NY 11944 • ' Contact; Isaac Clay Coffey R.A. 'PLAN VIEW EW � NYS #039767 Y Y „ g :� C LIC#039767 ' 1`�E f } I IISx T. 347-276-6093 E. clay Isaac-rae.com I @ BLOCKING�5TACGERED},. 'I G-1 f}..Cw' SEE FRAMING PLAN Project: g :a EAST MARION D t1IP RAAfT'EI .5TO RIDGE � �I�' JACK I�,AETER TO HIP RAFTER I= T�� X 0L.I ,� OC .I " � �` �`Y`.' Et u L Nt x A TI C :A �` ;:0 ':EN I aCE w I�C s>E MNG 1 1 4-011 1 it I' 0�" SCALE: - 1 -t�` ..a ;, x� 1 �� 325 Bay Avenue, East Mari -305 1° „ on, NY Project No.: .> P� 3: i' 3' a8 B€ 6% 8 F' P4 $> &; €< =' €: a, >r p= , $• 1' I R-02 ra :R Seal/Signature: ' LJm' • V x i Date: Scale: 7 AS NOTED Drawing Title: N STRUCTURAL DETAILS co T 5 N Drawing No.: C:) SECTION TI I � ENTRY LANDING al �j^'(� (/�� =x . sR4VT�ON T! i�..� eE�T ��, NL!',�N'✓ N I" = I A a' � 14 } , e : ! 3 , i, n t. x z ... z , 8 • , , < .,, .` • e 4 5 E '> .. '' ,. .,,, ,y,•,a •,. .x1,..,X X,` e .. "�•.. '$x ., ... :' "x ' I __ - - __ ___- � - _ ____ ___ - __ _ � - - - - � - I.,....� � . . ., I ... .. I � � .. I . . I � . I I I I I I ....1. 11 I., .11 1. I . .. .. I ... . . � I ...... I I , '" " 1, I ., . — I ' ' _ , _, ' ", � I I .1 . , .. I I -l" .� I . . � _ I I . 11 11 �� , I I—, -*-, I " I . %.-1.1..-. I." .... . I...' ' .11 . � I I I I I � I I I I I I . I . i .. I , I I - I I " I � ,, . I ,, I . � I I '.M 1 , .I, .. - I �,I I,-.r I, I,,1,,,.I,, I I I I 1-. �I�-,I I�- "I . . i ""-^—-"' ,,: I ,, .I I � I I I I 1 1.,'I I �e .,: Z . 1 , � __ I I�11- I I . I I - I I . , , I I � I � . I .. � � I I �� .I � , "I,,,�',, , ,,z "I . "-,I ,,, �_ ,I ,,�" �_I I k ! ! . . f, �I I I- - - _ �� I I . .� - I I I I , � ,I ,- " , 1,�� ,,, I,I :1 I I ,�� I � I . I I-1 I- -1 - I I 11 I�A I , ,, ,, ",, ,� I- I _ —I ., -��:, - Z.--I I I .. I I I -I .- I I I --- I � � I � � I � � I I � � I ,......��_--,-I�I I-�.�I I-I I-I I I I � I � � I � - I- I--- I I -, . �L" -� � - —,.� , � __ I A .1 I =!= i I I I . � 1, " � ,I ,'. .��,,.1_1 — . I . � .. I I � , , .11 ,,,, "I .. I... I I. I I I I I I � I � I I I- � I ��-� I I - I � I I .,11 11 I. I I,,, ,� - , �:, "I �,. I I I I I " 11 I'll ,- , 11 111-:_11,1_. , ,,,, " , ,, 1, I 1, . .11 1 4 ,"� I ,,IN,i,I : ,-�,_� -, . ; I I , .-I- 11 I 1.11,— ,Z 11,;111`i� "I ..".:I- . I I I I I � : � I -- : I� I I I , I �I I I I I , I I .. I .I , . I I I . I " , I '. � .... 11 I . . . . ' '...'' .cl - . � NOTES � . . . . . I --.1 --f ,,, ' 'I I , . 11 I 11 �11.�I, I I— ' '. I 11. I I " ., � , * , 1 � - , I � I I I —. � I ., ,Lo1ii:ib art 6 ot'blrated/theal will " , � , I . I I I I ", ", � .1 I I I � , '. e , I_!� " � "I.- � " ,�-"'i I I I , be n � ,_I � � I - -" . I., , -I'I , " - . � i , � . 1, I I I ., � ,; " �', I 1. J018T DETAILS . zPlbienall�-16d'(0,135',x3ye) , � , � � I 11 . I I . . I , ,I ,. ,�,- � I � .1� . � , . - I I',, -. "" " " ,I I i I ' I , . . I r'' 'above ' Ust stPa bver Wall beOW) � " ., : � . I ., I toid bearing-vrbiiibii�isii�,- - it 6 !� � ,..- . , 4� _��,� I I . , I ,, ..�.. ...�,� _�,--�- �.,�� ,,., � � Plate nall.i 6d(0,135"x 3 Y20) 'Plato 6611,4id(6.1 3'5 x 3)�*) at Ir.oh-conter ' ," ,' - . ., I I I I . I * I I I I I I eat We 13 O": � . il� I I ? I - - , " I -1 1, ,, � S-ts ! , * I I I I . 1. � I I ,� I I I F TIP RiniAbard, " , I , , -, 4 � ; 'i I� . I 1� When Sb6athIno thickness ex0e I 1. � Vwr I I 60alni Panel.i"N" I . , ! I' , I 'I'll � .,'Imust stock O0er*all'bMow whb'h omsofit)�, : I; � AU0WA6LE H0LM4TJ1@,361 ' -atifip on-center 1. at 16'on-tbrilor I , I � 68'ii bia'drig, - , I I "� I �.�, I— . 11 .1 ,,, 1� :�11 I 11 � � .r �, e i �', I �111_ , � I i6locking panel:, I 11 ads!40� 1 2)�_stud wall at I � -PiiiiAto�o;'�- - -- I , . . 11 AV or%"TirribbrStrand't LSUor ,, : I I I Not � . ". I I � I ' ' ' ". 11 1. -1� " , I , I -trim sheathing tongue at ritfiboard 16"on-centier I , ,,8d(0,131!1 PY2*j 46'oh�iceftter 11 � . I, I I I � .� ,, , ,, � I - 1, . � . ,`' , I i tf&, - � � I � � . lifan;i I i ' %7t.r Rim Eloard,IYO or w6' 1 1 1 � .1 it �, ��, , I IST. .1 , " , , I . , , I � '�"fr!"�blb 4, 1, � Min,� b stiffener . I � 1 I ., I 1jr, , -I ..I Wall above I I I , , � . I I ,��F� , . - " " - � , ,4 plate nail-16d(0.1350 x3XII) I I 11 ." I . ,I I �, ... - -,-, I . , __ I "j,oarie. , , I � ; , , �Z,�, I �' �. ;1 1, 11 .1 - --'il� I 1 1 1 .� t _ - "� , � ., � , .. � 2)(411011n), , -, I I � I �* i . � , -V Rim 0 id" ,�bo - � - I : I �� I.. .. ..11 .. I IV TimberStrand"l-SL or � ,reVfted on both I Web s*6e�i reqalre6ii � , , NOT' � , . I , I � I I sides st A2W ONLY at 1W on-center* . . . I I I , I mum I " I :,11 "Wlibiiiiielm1b , I I , � '. ", �X. , � `, � . � I � . DRAWING ISSUE 1 1 �w toir,ftyroke, � , — . 'tits 'St . , th sides at MAW ONLY ,, I t, - � 11 "ed" I Wuu . 61181 ,, I I i� �, I , I I-I' I -,, � ei " I , I - Sheathing . �, � I �, � I� I , . � qpo�6 ibi s, I . 11 I � . � - I ,� 11,-, ,,_,�,,,"_-,.,Z��I", ,�_�, ,",� , i I I � . Floor panel nail- , I . . I � I I , : ; � , , -,_ I .1, " . . I I � 1. I I I I I". 1. �I I � � 11 " 11'' ., I .. , �,�,,_ . , -_ ,,, , I r . . : 11 I � I � 2")At 6'on-cento_r* , Joist 1, � 11 I , �01-Ini _ �1[�', i: � ; . � cc(0.1 31"x 2Y 'boundan _ _11 11 � I �� , - , I I .: I � NO. DATE ISSUED FOR 1 1 � I _1� . I I , � , , , , , _ � I , . I � I . � _ I I' ll , t) -, .1 1 . � . 01 , � � 1 . � I , , � � I I I ,I, , , . � 11 -drik' 1, . , , , t � 1' , I I I " � I " 1, � " ., I I 8d(O.1310x02, ��-J% : 1; :i ", , ,; � , � "r* . I �� - ,� �,,� : I . `,i J3 Rilm-to-Joist 11 11--l.-1.1-1- at 4'on-oirnter , ,71mbetStranli, : , . I 4� ld�'. t " . . I . J��W66 gftrienf"�, ", , " . , , .__ -, , - I., i I A-_ i 04/27/2021 SID Floor Plan Approval I � . . I . . , . - - I I i 1 4 I ______I -_ -_---" - � I , , ' ' 1� i I I I I I 11 , " � - - I I 1, , r uirtd din both' ,, 1, , . - , ." V, , - " , , , 2 1 i �_, . 11 �LSL-'tIMb6wV., I �- I . , , � � f, �' ,eq , . I I , I -1 . � r , , , ,N -,�,L, rounil I . I i , � "a I "I - 1 N ' � ,,, i icto!blygroupoll �Ll � � � I - / toe nalt, I . I 11 '. � -I , rpolesere,permiltia it ,I I ,; , 'TiDd"4 t - I I ;� I � � I . - ,� i I - -i0d toi-4314, �,� ,�' �:11 w � I , , ". I I I , ;Mdas of both 10 Wst, . I:" � I Toe nail, nail each side at A3,_W I I I _: � . � 1 61 i U , �". I � � 11 " �.. ! I , , , �'Il TJfJl1J;1?WJl When s.1 I I , , I -1 . i i. ;0ds'fit 04WONLY . 'Norwour, 3 1 1 "y 0")at e on-tenter �� , , I I � I I � Ii. , , - I , I , I '�: , e .1 i , lYso TJO Rim Board, iePthiog ' .1 . ., I 1. I : I*1 I :Web;Uffe: " . I I ! .� � 1 , , I . - � " . , I , I I I -1 . I 'how In I I-"lappli st I I ! i I 00(Q.,1 3 ; ", . .1 I I , 1, . , . . . 10d(0,131 x,,, ) ,thickness exceeds'? �VV -� I __- � I at Ir brt-d...... 11 . l(MAIA3.lWordy) /a. I ` : ners requ,ed, , ,,,, " brialsts at , i� _&"Od, '�,OXWpt , I � I . I I �. il �, � � .1 ' . , 11 I - ; , i =niquitornsawfor , � , -- f ; � � IX"or I Yi"TimberSftndo LSL, :M1 � �? ,, I, " ill ': 1. I I I I �,�Utltotvx fly eartuldvi _� ,1 4 1 . I I ... . .; at a"on-c-erite trim sheathing tongue , ' I 1.11 I I I 'on both side 5 of B1W I I � I ,� , . I � I . , I I .-, -V, "'bPritedine, I I I .,2CWW, : . ,li , I orsquarwhdlosl� . .1 � .. . � , i . I I i" , , . , I , I � — I ,J I I . I 11 I I ".. � I . .1 � , f�, I � . -febAircon"t " , ,, , � �', � , �_, . . 5 "I " I I I ' enet r" I joist I at rim board � . I ., , - I � I , , I �r_ I I , ::: , . �,: , , ," , � I � � � ': . . , I - � �, �� :*:i� : �, � I . � "I Web I . � . . , � . . fiend 82W ONLY I I I I 'i , -1110 Suppo!t�," � " , , � .� _� - ,:,�. - , " 'i , � 11 i � 1 I oo nail-1 Od(0,1311 x 30) 1 1 � I I f t I . . 1, - I " .1 I I .1 11 11 I I .1 1. . ,f , . I - ��, ,!,___,_ I �"-,,' I ,� - ,, I � I . 11 .. 11 . . ,-1 I I ^ I I I - "I � ': ,,, re4ulrw ., " 11 , I "' , "I r-11T r i 1,�r7l .1 . 1.� 6 �I required on both , I I . ;-ng . � ' - A il - �Ai!, , _7 0 1 , ,.� - � � jable A,.;-End Stipolbift: I � I I . � � " ,, ., - , .. � �I. - �. ,,^�,,,ei, I , ! . , I Inim -of 1116 d , Insi'de,'r'a,c,*6 4 P,0��i4it en d , .. - Oust hiiitii 13147 MfiilirnIUM at IV on.-.-enter* Install proper blo0kl ,; . : �� I 1 ,� ,, I; ,_ � � , : �, - 1� �, " $� :� �� :",: ., ,141. I 0140�4�w(,;Ta Ma4,r- I'$ , 4� . I I �. I ,_ � sides - _1)l I , , 1, -2 ' biI 6;"a;,'' , , , -�^-- L I '-, urn,distinibb iroin,edge i6 ,, "�96it -, ,� I . f I 1_11� at AIW ONLY' i I 11 :�. f req red With bra , ", ,;with briacadlshePr Wells a r' , I 1. ''. ,. 1. 7 - � .��,.44, LL I 7 -1 "'� 1��* joist bearinglatetids.Attach portall panel od�es I , � �� " '3 -.illocklng 6�;e,IS mbg � , i , I , � � *I SUP . , I bovii q , 4,� li,11 I I I � . 1 3 detail., I . � I I _1 . s above or below�seeddiall 01: �:, , 11 below-�:-see dotall'81 ' -e"-�- , Q� � � .1 . . " I � -,,, , , -,ROUND HO SIZE . , "�, , ""i,I SQUARE'OR RECTANOU I: �� . I UA1_ 1�1)2 1 " Z, :, , , I I I �, , ': , � � , , ; ,,wall , , � , I " i �, � " � W - � t � ' I , (�� , �9 1 1 1 1 , ��, , :1� . , (�9 It) - I � . � I , , 11 � I I . . I _1 1. I t" ; Joisr �11r.oqf 1z � � .' ' ,,,, , "I �--- r � ' 'I � I I 8 11.'. �I rimloistperA _ ) I I 8[�'J 8(9 , 19* � ' ! I , I I � . I I I I , ,_ t I I " I , , � . I.. 1, � .I � "I . f . I 00i" I V I 11, I ir :rl�, 'r�f A" ,"" Sir � � �� . I I . I I .1,I � I ' I 11 I �-7 -,,47�� -vr] "7,7 4" ��: I'll � I . � I to Details and Installation 16 e CA3.1i A3.2 [A Dard A .4 A14* � � � " � c, - " � �, I I . I � I , � 1. I .., � . I I I .1 i ' ��.-6_- ,__.�� - - �r I -1 - - -, a', I 11 I I � *Porodditional Installation spocifications,see Rim Boa W t13 -For additional installation specificattonssiee Rim Bl I I I, - I I I I . * I � ' I .11, I . t �� , I V& V-6' 4-0' 61-M I - 1�w ,11-6v 74V 0-6* W41 ,,', �"I, " � 1 I 11 w �� ' I;, �1 I , "', , " ,,, I I A ;4�4 thr*66h"nii1eviilr,iiii�6��a4 , �' . I -11io 9 � : � ' , � I 1) I Z I—I — _Et �?t � " I I 1. '.,,,, �, �,' ,� � 1- I � " w w w I Details and Installationin Weyerhaeuser Insteltation,Guide - 11 I '' 'J4"*"' %'Tim66r9tiind- , . ,'-TX'Mst*abwi1ft2 ' `*i0d(0;14rx3 , ; , f k i 1. � , � I "O" I �I I -1Y ' . rows I, � � I :ils. , -61 31A -V �-11 . -,- -M_Z-X-2"-Ir _4 JM",,, 10 Weyerhaeuter Installaffan,Guide lbr Ploorand Roof Fto&M,TJ-900 1. e ,� s4TPj�iffBoit'dbr or I i �,sfoc�lng " , _4,W 61 , — I I . . � I I , _in 21 _fi�t "I � , .� I_ ,� , - ,'*,rialls;tt.6"6ft-wter.6n,ched 12W__ — , I I � krFlopr and Roof�Pramlng,TJ-9001.. � I p , ,,, �ot, , . V0 1 2W SW - . ,�'LSL,NallWiihl0d(0,1,31,"x3*)nMs.orv6eacb4t' - - , �, i one 1. � ,I . : , � _E4r 1'-O� ,2%W T-W *-6' " I I , � - I I - I - � � . I . . .. ; .1 I I top and: � 1, I. "I ,�Use 16d'(Q�13,51 9 3YZ")Aaft With al/2�:TJI* � �i .I �S60 7, V-6' Z�D' T-O' 4'-O* V4r I I - .. � 11 I c , I I . , , , I,i bottom flanae.'Nall to blocking Panel with , , - . -, -, , , - I I � � Ir-W 2-67 .31-V X E M I� . : I I , I , . ,, - �1'1 I ,,, '' I . I _§4 -M I " I ,�I I . I � bannbotfonsequivaterit to floor panel scheduler_ � 1:_ ` � ., 2,-," , ,,'.!' , . . - I . I , I 'M"I IlAr 7-61 "I , ,v4* "r-Ir , I V0 T 4��O. .��&! V-P� ; i, : I , I I I 11 I . .1 I � , joist flange wifti;� -__.� � I &-O'length of TJJ*joist 8.aaMe-t&' Max1M' um holelor I I%*,;, "j�,t'� ,I ': � �' ': f ., �." 1 �, .,. 11 I 1. I'll. �, I I ,,, - - 11 � � I .1 i: !, C 2,� , " . I , 1- .. I , " � I .. I �, I : -110 V-Clf V-V I'-T,4- `70, ;r4r T4r ' I I 1W -4'-6* 2',Q�l 7�6' -6-* 12 , i � I - �i .1 , I I I , . 41�so-Ord IY4!.'f 0,4)�JIM60iiSirtihe ' � I I I I 11 I I * . 1� , . : ,� I I� F� I I �, I , I � 1. " .. . A�: � , 1: , -0�' ,vv I V-0,�*�v �r_ol T�IP 610 11-V li-V 2'4r I X-T -L _� i I I reinfoircement and filler ,16'deitip blocking p4rieW 50diarritter .. ., I 11 " I " " - I � �� 210 , V — ,-9:L-§! '," .1 .1 I . . - ' '1111i 100,(0,43t' 1 i . I I . q. I 11 .1 " Z I I I I 1�1 2"---11-01 V-01—— 1-01 1 I ' � 4',r length of ,Ii"diameter tyleximuln hole for 117T- btock�Use 4'� maximum for blocking . .1 " . Atta nt id,J'O"si i'' , � I I i� i� . . . ; lye 1'.6r. Z-W Z-V Z-v, T-fi. V-W� 2W 1-3`6*1 6'A;' V DRAWING REVISIONS I I I I . � 11 1VZ ,L-SL NalfW X',�J nails, .. '- � I "I . 66 rote4 ,,, /1' ., O"Iength I . � ,ponals 1`1v � � I I I I � � I I , ,I 1 $ .I. � 1. 4 ," , � .I 1 __384 vo r-W trg I ze �w V.p. r-0- o4 11-V '" V_T I*-a-I VAI & ,i , : %4"reinforcemb-tit " � / 1 ow, I 1 16'*deep blocking panofs�61 diameter wJth19X*and I I'Va"TJ?" , �doplorshorterlhanlrlong, ,, e a bottom lianbo, I I i with dne 8d�0,131"x,Z2* ., .., , I , I I � . . , I 11 I I I I I I I I . I . �, ro� 2--r V-0,I 41-W V-V . V_1r 1 AJ�11 T�6" je-T 7' 11 � I , 'Mum ho*tot on one side at E2, , �.Danotoutfla' i , . ,_ � ',AttPch rein forcement to joist ' , � ' 'nail at-400 ch corner , , I I ii�. I I �.Fi ap,plie 4 , , I I I I T. 1_74*_� _ _r!� � —-M J�E A NO. DATE REVISION it' i ; , 8"idlarrielermaxt , I -, ) , � _ , - ".�, - — I Wet)s nars -I ,maximum for blocking,panels 9V joists. / , I . � 11 nps- ' 'I ' - I I I.,'I.,, I Q . I . I , �, � . I , V 01 111 0. ro-1 " 1W 2'-(r 3-C' 64' 11.0* — V-T, 2%0' V-W 41 1 1 efth , Wla" I W deep blocking paneft;, , I I I 'With one 84(0,1311'x Z!2*�, , '1� � I ,urifformly- , : �, 1, "I. � 121(1- 1 i I � I both sides at E3 ,. deep or shorter than 12'long. . , 1. , , , � .1 I I I 11 ' I - HoriZuritalblo6king :, ' .�. � "-_ I . I ,. r4* .Z-W 17-r r-0* I Ve I_T _2W Z-V W-D* 4! 1 ; I I . Load from above required on both 6*diameter maximum for I � , :nal I . � I I � �11 "i :1 Z '.toidedJoitts ' , , _17 -W -& � � 11 . I 00,not cut fia", � 11 -Iya-T,f Rim 136ar'xf JV'or%",.' 141:each,corner .'.. , e panels between each- c- � : . 7 4r� 230 , I ?I T 2 Y�0' 4!-U' V I ;sidesatElt ,ONLY,- bloeWingponels 91�"deepor � I I I . . � � � I " .�'. " - . I _M__ , . TimberStrand'LISL Nall with ' .1 I : , I .1 . I I .,only. � I -61 2 ; I I I I � jolst.Nail thipp plate 01i.,� "' I I il I � ,so 7 1 : , ' � , ,� I I , I �, t I i I . t-4r 110* r-Lr T.D. ,r-r I s%v I yle ' , . I i ...�.....I...- - 3 � : , I shorter than 12*long. I . 10d D.131*xW)naftone I 1V length of'/4"f ' ' connedtionsequivalenttd; " 1 woo i, , .,I . , "I 1P, . 1-�� . I 1 I,b'* _J�t T_ I I � IYa'TX'Rim Board or IYe ' IY?ft eachat top And botlom�flarigiiI. � In ient on ; I . Root pool schedule., , ' �c backer , ,� ., I 1 6- 1 . -------" I Do not out flanges. 1. I � I , I "I I 0 1 �1, 1, � ,V-T �1,0 -74, TimberStrand"LSL.Nail with lod , I � , AtIE6�, I I I ,�,, I I I 1- I I , I I I I , �2118 �I..:LL Ir-W--Ir-T.�= _nk I 2,15,�Zk _aW_X 4 � * I � I I etide, � V (0.1 31"x 3")nails,one,each at ., - -Attach reinforcement to . " - I "both sides at E6 � � � � li",lettO�f%- I .. ,` I I , � I I , I I �*�I _ -6. W . 1, � �.., � . , , . � 8,". "t :. : I N I , , 5 i I I 'Full - Ina slide �l` . � '� ' 30 vr I 1,�tr� .: I I_J�l . .mitwebwth,3("', � da�*, I I I I ,�Z: I . I Teirforcementor(o � � I, I 11 , AK 51 1. — I A , . top and bottom flange, I Z 11 , & '. � , l, '.�� I I ,�� ,560 , 11-T I iw I r-go = 74r :r�w� .5-4r vr-r iw-(r T�o- :: � I I � I � 6 : - 110d(0�14W,x,r)rialls,at W' .VOWr19b6tWaP?I I "I I , . � I ., , . � ,- ... �I .1 � ,at E7,'both Wdesot E8 , I I I I - ... : � I -.11.,, , , , I I . I 1 . , :, , I I * I t � ,r", 11.11 I � � ,-i Ir 7. W - ."�.',' , , , .1 , , " � -, -4* e 'r 10* I '12- *"%?, 110411 'I, ,I e, , 10" 14, , ffiforcoment ch ist ' I I - � I " I I � 11 Mi IMUM I - I I ch Pei . � . I # on-center,clinched.Use 2 !As ,�,A ' I L I � ,1� -1 .. �, I I I . I I I . " 7 'a I I " - ; I I $i' , ,�, "I . , , ,� 11 : 14W V.6.� , -1 77-0. ' .1 ..I I . 360 VIV, Vrl, Eri in - - rows with gy,"Prto I 1%0,-� � , _ i t7j, I I I I , , , � , � to joist flange with . , � . -I 1 .>3 1 1 , S tltarl,v� � .11 , �11 I I ,I � I �, , , , i�Lm - I I .8d(01 31-x 2,1/2')nails at 6" . I . - 1 i�_ ,,sx,'t ,, , � ,_ .1 �;s than'$" `1� I ., I 1,I I � I 1". I. , . -, il I �, . ,,,,, ;, , " �1, , I'L-ir r-cr, 'rg gt(r 4'4r I r-T I 10- . ... 1, Vr I twl , Ili squash block. . I , " I I I t 1: .. , '� , 1 -6 ily,4.1 � " I � . � ". 8 i," � I I � ��I :Ti r,ill-AM4. -1 I I �, I I , I ," I ,"'.(:�;a I,,, , - I - TIFFE ENT - I . 1W r,v-I W.b.I , ...F 9 �_, . ; I I , N��Hii ,, " I I � I ;�RFO . ,_1 , .I 11 1. . I v i I I I � � � I ," , � � 1h"Tr Rim Board or � . �1 I WE13 4i , I r � _"_JXr . on-center.When rafntiorcirig �,-�, : , , I I . ; I I I � � ., , � , ,, '. �, , , ,i;(4 m� Face 9 I , ; I - , , � . I 1X*or I.V27TirriberStrand"LSL . I � I � I -- - yetnln�l4m, - - - , I . �", I I ''. I I I I ,110:11W 1W 1W . : .S t1s, Inknum squash blocks to 11_� 6 , 11 in .both sides,stagger nails. �a ,e . .. .. . � I I I , , , , % (C)s transfer I horizon I - 11, axi 11 ,i ,�� , , . 10 . I . I - I I I � , � , � !_ , '' I I I I I 11, I I . 11 I I I . � � 'Stipljo " , , , lood around TJP joist -) Z U4 ,Not to r-us^e,with",k7l'?;ijifD ': "hantge w1dihs '' !� i � I I . � I � .'' 1, - , I I 1�y`!,m `mdm'- r , i ?� , . �'"� -406thidd ,, - e , ,ndk)ifi� ;, , , , -rt , I I . I I I . � ,� I I .. � .: , 'T' Ald 6��' , , late o C4 11 I � , � I I � , . 1, , til'_'�',, . . � I I � 11, '. ,0X*f6r1TJ10 T ,, ,'Naftfrig., ,I I Nail wittv 10d(0,1310 x 3 . I 1010t I I , I " . I — nalls,'One each at top and I I I I _11- ."."!-, , I- � . 1.'. . , . . I , , U, 88 I , , I . 11� ,,, , I, ;Mil"ifouni dislarice fronit iid�e -11' side fAce of n st Iniiihiriediatei or ld: bottom flange. I I I 11 . . e '01 oni�4� �.06,560D) � - 1 1... I 6e tablo'V464.,� , . I 11 , � _,of.b.oIet4i..n earo � � EXTERIOR DECK ATTAC14MENT , I I �� "I I I . I I , I I " I I I I I . I , � I ' .. .., I I I . I I . I I I 11 I _�11i, I , , " 1 :12 1 1 1 " i . I I � . 'Isjo(stblO4"gthend "I ' ^,.1i 1. �, � � , " i I , ROUND 14 � UARE OR RECTANGU I . . ",App6isobtfoor ' I I TJ ,` , :i��6�t* nor�606�0 eii f, , ., I ',.1� 11 ': "", � i . ,� JO ST , 1. I ,OLE SIZE' I so � " � bJockS'JtStaIIPdLgt � c , �, 111, ! , , , �� I.... ANTTft �T4�", � � q en -,spon . � - .- _ , I . , r - I :; sr, s%- I r, ,w,I,itI.ir I,1r -�J �r , w . e : Structural W "�rsiheathing ' � I . . A Joist . . I 'See table below.,' ',',' " I , . I 1'16�tlrittoad-tt�' li,- __, , , I ; , a7 ,,3, I w ,, I , " I � � I � adhosivo to all � 4 abcvei aitd ito ii*prt, , , , — -. THIS APPLICATION IS APPROVED ONLY FOR WORK ,- ,- . - . Flush beating plate required. Flashing ,, I I I ,� . I 'In , * , �1_ 7, I 16W,Instill wah4fibilterlight fli lop'flang ! , � �2-. ''Illo'.", 'rg Z-vl 7-6, 'r-d* 7'.W 1 , I I I 1*-ir Z-VIV-Iri's-4. V-6. , I I ' I I, n . I Z I , ,16catto 5 U51119 ' , . i Z 1. I � � , , , I � &�- I t� m L& .. . .11 �&_ 2'-(r� T4r I W�b-I 60 ,r-W I ba a minhirium of 60% . . I I - . I 1, I I � � I I., -,--Tt ,_ � - - -- _'117-0- 2-IS,-M-M L-.W- INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL n uaffgei�ftefghtroust , Double'rJI*461st Filter glo* Hanger Backer Blockt Install tight I Maxi1MUMY4"0VeftT1g I I cd toctszlrf�),cos , I I , , - i - �, - ,-. I . hiiii- , atbottotdildrige ,b, ,'' 1 - . i 11 I I I h4b'6d(0.11 3"x 2-,V2") 0 ,1, , , ,, , ; �OK ,"':210- . � _ � 1, I . I I *. '. 2w sw� ,w-6-16--ir -r-w � . . :,orJaw 11opo Attach per the table,Clinch to top flange itight to bottom . � permitted at beam. rreated 2x� , ,I - `4iails or', � I . I. I � _ , , " , , , i? _"a " 'ZV1 r-01 �r_fr .6� 0417 ,�� _ . . OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I , �1 :, !" I � , , , I . .1 I mum Web ' '- ,NAilln Re"Irements _ ,,, ; ',, -' � . I I I N. � ,� I - : I I I "I Tjl�'�Oistie-rlos�: I Numl r Wills , ,' -' " --, -� - 0sftT3'r V-01 . TO BE CONSIDERED AS EITHER BEING APPROVED OR IN , 11 nge With face mount harigers� I ., 1 ,49V '2rz sc , M . I ails when possible. I , I I 1�� . . I "I-.;�,�, I , 1 360 — In ledgir rew§,'� � , , .�_�nt 4,4y 11 � I ,Clinch nails When possible. �_`4 Sfiofaitiner , - 1, , ',�51_11' I W-61 i . I 00 "�,� stiffenor'st, - , ,' I" * ," , � ,, , , - I ' . I . I , 1TJ*Pjr6,8 - N-�y I ''I I � i � � I I 1), " � '' � '',��, : I I ,'%77� I 'i,��1��ttiedlato ,, ' � ,' , ;,,, 1-W Llz�r *01 7_61 _X PLICABLE CODES. . I I ,table below,Mainti ", - lye oPMbrIN , ,,, I I � 9 I I .I �I I . I I '11�. I I . "I I I I " � --or W TimberStrand* WL.� 11 �, . I I I " I" , ilia, , I , % , �__ ! " � 1, � - 1, " �" )�* - M- �� I -1 r4r 7_011LML4%V - . I ; "I ii. � . I I . -NJ � , �',x 2%eh(11, ��. I I I i , i , V 1. ,, '��,8 . I I i I � ." 2--ril r4rk I-T,s* tr W 3!4r Ify-0, . &4r. _9-6* ..F I � I i Imlinim 1, I I I � , I � i , I i Fall " '; i" , "I I ,2'distande Imlinim . . - I I " 11 � I I _=_M_7Zt___ I I., . I I � I 1 '210 , ! �- I . I I � I I , , , , Aw" ,Z -lt�011 I . . 1 7V 3.8' StO' r-W : � " "Ail , " W* . . , :, 7�4 1 1 TOPMOUnt I I , . I . . A ,- , �11SII.l,� ,W,x1 jr(l)'' 1, 1113"k,7 I I i , , _V _1M ,edge ofledoor to* 1`1 � I . I , � X. -M_ec J�m _Z I I hein&t I I 1, . ;� . 46S- ,Y), . I I I 'A I "I '50_ "M :r-O* -7 4* 4)* O�� -� I I . � � 1. I - I I , I , 21/t "fil, � . I _I �,I i"i ,I� , , � Ir-C : � 1 TO 4W 610" W-01 40-0* ill , � - I I 11 � I- 11 I I 1� � I I I I 1. bLilon*2- ,Z30&tta' I , . I _ I , I � I , "I I I r I" � � jM _L_ I . � 4 � : , k — . / 4 , ,, 1, Fastener AllowabfWe Lona (lbsthol 2x_strappinq inttikllodaf)� -1 I " � t .. P . . I I I � 1, 110 % VV V-4� '1141' 41& 210 ZIP 4�O - I 110 -110 I T& 2*41 1 . r " q I .1 : 160 � i 4 , I � 4W 1 -9-01 61 . ,t,,'�k Backe block . � ." . I 1� . I .�56 ! % � I 1 210 1 111�01 1*V 11.0* 1r4r ZV I r4r i,-Or,: 2,-W, T�S, V& 'r I t �, � � %'Through � 11, 6 . i ,,#t a 4' : "2)�*I, , , ,i, . I � � " j J, , I. " � , S-V 1_6�,O�c— I Consultants: � i mount . I I " ' bolt , I S-S n locations using two I I 1; � I 1% I I , .11 I I... � ,, ,fe.;- V,O* 1'.d* IT4* ,V�bn *4' oV* ? I . . . .. _ � I. � I I . h � � both sides of web . I I - Rim Board M�Wrlai Ir lag b�ft X-Throughbolt 'withAtr8paco I I.;; � I 0 P W , . . I f0avkA�Y; I I -Ine , _=— I I-__§�t 121�t_�._�t_w__j�r vw -____ _ I I . I ��,�_ . :V�"tscre SPerloist,typical- , , � .. — —2:0- S I I . �Wlh—single TJ141olst � Ti�RIMBoard M 480 695 1, I I . I 18", i � , �, 1- I ,� %1' . T4 4 , -, "., .1, � � ' ' 388 - V0, Vo "If 31-W 5'0 V-01 aw 12w, " X-V 4*,C* $,'�61 � 4* Iq � 4 ., � ,� , - . .1m,- -- -___ � I . I � . I -, 1�' � - - isd '%% � , V4 - 11�01 -I ffl�g- .. I ,, I I 11 . . .,,�.. � .1 �,z , `ii - .-:5 11$1 1, " I I I I� . 725 - , ,1, .1 � % I , .� . I 11 ,� - 1W 1W Surveyor: _N1 I I 1%4"Timbeitiifi�e LSL 10610 Dist'll) I I I I � Option*3: . � " . 20 � , , i I ,%" I - -__-_- � 11 �, - I 1. I I t .- , v�13!r"q .'�11 , '!i , �, _�i10 -tw .J�L -.a# rg ,1W 'rg �sl _r '11V -a* ,� . 4 , i d only . Timborsuvridlt Ls i 71, - Directly appliekicelft -.;,"-.,�, , ; �. 22'N: . , 'lei'' "i I 1, ! �, . V � ��_J�� I* ,.; , Web Stiffeners required If sides of .1111, With top mount haingiers,lbaciker bio4 re4uht � L I ... 675 '. I � I � , I I I, I ! ,, �600, .i. . ,,20#1 � i . � " � f. er . I . I 1111� I I lh� I � - J " � ''I , , � , ,,, I li, 1. ',�� __ I ' � %-i Im - Y4&. Y&, 11 V-011�X__r 1�.TAIM _1��1.1"4141 Aw. , * �, : hang 'do ridtltiteral)y$WPM at . . [�2) for downward loads,exceedIng 250 lbs or for uplift (1)Commion-realsionflasteners retlood W wet-service applit*tions, I � I . . 1 _241161] �',' �_,_ I -11-1--- � � ,,,6 : � '13, .*..� I '. *v I 1 230 , y�a, T-4, ,4, 4*�w T�r --iw 1,&L.7-S' .. I 1. I Wof TJO"joist top flange -fM 076?2. � I I - n �' . � ", I I %; . 1111V�o I 1%,ir .. - P.O. Box 153 . I I ge 5,tj- i� (2)Allowatito load detaimined in adtordariee4ftAS ' V 1)PSI brP$2sheathing,Aacegral vorficall� - %, %,.%_ � I I I I� I - 1�. I, I 1Z , , (�) least 46ndittons.For nailing requirements see pa 8 1: I , I I . I sl:, Whith s�iicifted on the lik64,'one i�t ,, - � i '' . 110 (J" e �U- . � - ""'i, _ - , � I., I '' I I -M -E-6-ImT llxc- . : the brAcing opffons,ab�vo Is required ,' 1 . % '.l(2 , �, , , 1, -, � 'r-T 4,� *. IK�," - - Aquebogue, NY 11931 9001,Weyerhaeuser Installaflon Guide for ftor and I � (3)IY;`Tf,ki I m Board Is aibvmd with,joist depttis,0611,ortly� I I I I I I )Cortatrudon4rtdo or better, , . -: ' ., I . : . � r '(4)MagirriM%*,�sfiirnrried air VOW I I .1 I I I I � _ 11 11 -1 . . '. . I. 43)Web Stiffeners are atwz�s 'ir-iiid�i,�*J�i ,�O ....... _ 11 I ., , I I I A . � �, ,.,. 11 I I .11 . . I I 11 e, Roof Fmmf#)#,T , , ., 1 2- 1144*- . . . � I 1 J-9001. . . I _LmqufW fqr , - I I. �. ,,�r ,�r 'r,I.,r 10- 11 14wv - ,4* ! ,v�j , -F, '04 'i ,io, t . — � . "I -, 11 I I I � I I I I . , � I I 111 .1 I ' 'I''. . �7 11 r, 11: ,,,, , ... Z ! . I I - � 11 � I , ..V 1. . I � �': I . 'FASTENING of FLOOR PANELS � I 11" '.. I : ,�. 11 " , I � . I �I i, �_r-T ;7� IT-W li�. I � 1*0* , 40 f'o 1?14* 1 'BEAM DETAILS . i. � " " I r I � �. I .� '' I �1. �"_ , � . . 1 _1 O&O, . . Guldollnos for Closest On-centOr Stating perlRow 11 11 "I I 11 I I I ,,oiLLER,4'i�j�13ACi(tR,13Lt)CK'SIZES I'll I " 1- ; . ,. I I- . I "...-I 1, I I I -� ,,j�* I cr I I __ I . I1-.O* M*1 V-4v im I I I I - 11 - -.,-- ,-,-- -,-.-- .� �. -Y-T ,1*0 zir , me. I .;4- . � - Tjrv)m I I I I I � , , � , Structural Engineer: � I - - - - - " - � -Z r-(r 1--p. A- * I 11 ) _ , . I I ,1. , ,Rint Board . � q Tji"Joisft '111, �, " 110 � I I I I"�210 � , ; __1�2306ruo 1. ��3" " �� ,,, , -isse", " : i� r .0 11 I I - I 1%" � I I I -1 I . I I moo ,i, , 1EE I I'll - I J,�q �4 4�.,* � . 7 EA � 'BEARING AT � ' U0 and nrfter$ft=d*L$L '11ifirttlerstratiOLSL � , � I . Alex Spyrou I �' I ,Nail 81;M 1116 �16, 'y -1 :loeoill, , , 9%*�111%1 i4ft4r, ,9%-.�j'New 40-lo?"' 0K1j%-1 144.is- ,10-4o- i ,if- " 1-i�'416.' 4111.26- -1"4- ' � ,..119qowquf�rho "qnf0r4V4*4ft, , - OOR 6 ',MTOBEAM , I I iPSL I %, " �, . % I .. .. . I§EARING FOR D' 10 mtcrolla�riIIF ftallon"' y�lr -0. - -- - W�fL� �4,*- MRINGATWALL . -1 and,230 , ,M - nllaf.d—�Jyp -� i or widee LVL � � I I I , i 1, I i_ , _ . I 11 1, 1, " - - I I I � . ,, I � � I '' I I OR MNDOW HEADER ,CONNECTION _ 4 1 -1 I 1. � I I I I .. . I I � . I I I I � - � I �* Lsavog*�of Web(MinhUm)#(top bo"of hotiL,00 Not vA Joist flanges, , I I - AES Engineering I I ,1Ys"TJ"RimBoWd& Strap pa�code I I . I I Sd(0.1131 x 2Y21),$d(0.1 31",x ZVI 4', r , 6" ` : 4"' 1 �,3,w 3.� . A!', 4* 'k"lei 810 f . � .,"2,#, Z2X6,+W" -�Iwp � Uo, FoA*-y4-X 16'- '� �4 'TaM6sar#tos6dptiunff�xrn"tW#s',Indurmnidetagnth*A�fe."- ' ,, ,, '%' 11. . , I if top Plato I I I � ck") , 2x8�%,i, 2xetv 2x8+Y1! 2XI2+V . �!Wq,' . I... I I I 1 . . I Iod(o.j4a-x 3-�17d(OA48-x�Yi-) 4*M � , 4"M- I �" I 4w , %., , , i * 1. 11 I I 'Mi ' 630 Fifth Avenue, Suite 2000 1 , ,, I I - — � % M9tsIIH2) ,' � 11,124 f � ,I,1,X.1, z 0 1 eathtng shoe"na 00athir* 511o8thing 6heON1110 i ',W'',, ,_2K8-� '20i, ', Sheatthifig � ,+, -1 Fbf�afkripl,�'tipom Wtt6nh4mhvnft�Id6dsd , lyr or I,V,7 Timber-Siranidt' Is not,olintibuous over !� I . a* 41 z 1` . � S* a, � .. + , m L jotshi U%W in piiW.64t sppi 04 t4ft6i�le" i — . , io, :F--7[— _ W) 17 � 714) , 1171 � rol' ' . I , ". - the ' ,span provided Itiot no otttiir Was acturin the joist +- , I I", , ," L head�r i I I '16it 1424x 11%2")� , - .I I ,6* I . I oexlv�t%* 2x6+W 2x1U*2,2- I � ': " � at the center of ]pw I 1. I :1 ' 1 A � I 6* 1 � I I ,L.:124-'� ' '2xI0,' �Not- I I i0able I )- % � � �11 1.�I� .1 I I 11 ,. ., 11, � I",, � .I I.., ,� +..., I I I , ,L or blocking fat lateral I � "carkov6or Filler 1 414*torig I 6 I'll, sriesurng anitarnmg armathing applicable � . . � I . ., � I 4 I - I I -1 I � ", ", . � I I 11,� . New York, New York f I "Y ' '.0"1060 4',iVlorig I V�� tuft, - -support i 0118;�,,�, iik;�api% -, , -, � ; I - - . A ,p I (1),Stogger nails when uskV V on-cordersppcing and maintain Ya"joW and parlat adgo distattce,Ono raw of fasteners Is permitted(two at Zufflng � ,,, '1loPla"I ,� � I I �, I 11 I I % � � ", - "I � � I 0anel edges)for dlaphiragnts.'Fasterieripacirg fbrTX4Jotsts In.diaphr � 6f 11 I � . 1% . .''. , ""' 641.... J1 , , , , — I' ll I I � "� .At,LOWAB'M HOLES,;e Headeft'*1&Boah �, I + I I � 11 agm appliqationstanirpt ttitiess;than shown in tpb�e,Whori,fasteAerraing I , Backer Black 110, i I `, I �� . , I � , , �� I " , , -k, � . , ' HER'S Rater: i: . '`4 , I � ." I I I I . . iffil , . I 1, . t A 108tall F1 I ,,Iii�ur% , 'V I�Al' Z,ii'': , V*�r -,:1.65E Tit�b'et6tran'40,t'$L,14"e'Sa'et�'t'.ti6d,�B'6iM'6"-�;' ' %`�� : �! Plato is not cl)ntlnuom I I litoding 19 tfts Wn"eing tho�"vitlove,recI[origuteflitoci0q mustba used in NouotTjl*�Wists�,- �� I � rwo . , . (2)F-ornon-di�spfuegmaWcations,*u igerows bf1slatonersard pormittaTifft loft am aftetal Idirst'%oandstagg6red. ,+. I V �"or 142) I I I .. ��: i ." I. . I , . . . I I , 1� " Tom Baccarella " I , ! . i � , ,� . ;ttisoffho 1% I I . t, ., , 'k, � � Stmp per mle 4 top , I - . I I , I I ,I 3/rbr "', - 'Tertri-,Not' , � � . : ,:,�xs" I, - ,2 kjiiia�,bf" ,,,," I I I I over ODIUM" I I � . 1 P)With 10d(0.148'x IV)notts,spacing can be redutedlo 3�on-conter ftw light gauge stool straps.-, , - : - I � I I I n __�_�_] "I, , I I I -1 I I I �! - :,:'' . . � I � 11 TO... mount I I I I � ,F[Iler � I Tbd(&I ' I �� I 18d!9J3VXJry i, , � . I r j -gast* ,� "' I * . �1 1 4 k4)Can be mduced to 5'ori-ceMor iftiall penetration into#*naffow edge it 0o yrkft1h6tfW.(t6 Minirrift6tplitting), , � i kall stag — 1 2W x T) ,. , I * . _o*y0MTffitIrli1* I % I � I NY Building Technology Group % � - . .. I d(O-128"sW) , � *"',� , �'?, �,"", ,,," I . .� I . : I ; . � nger (5)Canto rodumd to 4!f'6noWelrff mil penetratiorlinto the narrow edge to tic momitton 1%4'(t&ffifPIM�ze splitting); I " 'Backer -_,i�,__ t , �I,,, '_-L ,'_ �', ,,�__ , ,___�_, , "''. - , ,---"-'IQ _, I a6r6, � ,�t , ,, . . , . I ., ^�-i1% , ; ,� , . I ' % . . I �...... I � �, : ,� .� '64 , I I I I I . ' " I I - ---- 11 , I 1, ", 11 , : 'Aitl;�Wlbl C016 'Rbco Mount ,.Protect untroated I I I ,,,f4itl; _ �rller., � ,<" -++ - 1-1 -- "�10*sldfto t :, , ,isei6sl& 2$1 owlh bld& �, �, ]i --V"- � i � ,_1 �, /,� ' .. 11 159 Route 25A : , I ' J6)Ca0boI*dui�,-d toV2*0"er)t6r4bJWPMetrar(o6 hitothe narroweftols no morelliall IN4,11001mizesplittin), - 11, I 11 I 1-1 . I -, I ... � I I I �I � . ' . � I I I , ,,` % - I wood from direct 'AlRecommended raitifto i6 Ir b InfiaW#r4Wo"wtotaK"VparWvd 4s sup�r!Wd , � I �?��; , . � 11 '1111-11-1-1- I - _", 11 .� �, I I - 11 "I "f, Building 1, Suite B 11 hanger 0-1:011W I gej FaOerlft tel;direrobnts on origine"d draw I I -1 . .1 �,,,: ,.t. , I i� " , , . .. I I I .1 , � , % I . , � I I I I ,le-1%1, '. 1, � . - "� �', , : -is�, I ,_J�,- ''. -1, . . �� i I I _;___ 11 _�_ _, ;�-'," &,, . .L �, �, + I . I 1+ . I -, - -" - ." .. % ,� I "is I I � , �_ �__ I I � I Miller Place, NY 11764 ". � , . . . I , ,�� . I I p , .� I , , ; ner0te -I*Makimumnaltspoclng'fo,rTJrlowgis,ieo��nt�r., .1 I .1 + ''�F- �-, ..I I, , . I . I I- I� --I � I I _�� - I � .1 - -,'�', - -,�, %, , � � . iell"`--, ,I I ,� I I " , 1, - - , . . I % I % I, Quaint __;;� I � , � " ,� I I Contact with �Ireoorttiritondaflors listed above, I � Itym � 7, I I " I �, I ,,, . .1 1z LI I tee,cutTgntWeyerhaeuser i I L4 I cc a 14,go�staples rwbe Substituted � . � I , . I wdotaWJWiirorWbdtkwbIv*% ,I I �� _Id I.. i...��, .1 I'� I,I '.,__ I %% �I.,. , 1. 1, . I I ,i � � '11_� literature,for franitnig connectors, , 111_�' ImTOtwntrntzeWlWno,"f6tMno-d§6iits"�ftdmWs*"ofZ�xO-A&nieet'6f,%'I,'Jhh~IS greater. I 1. . I I I .� ' .. I . "I . . , I w � �� " '. " 't . . 11.5! t&,8d(o,iirx,z$�IrMSIM14wmpenei,m�a�of,l%-Ihto,IMTJ("�jd.slor�rotoard�ssechie��,�- , , j iol;rotiA irr,401=lfl."Idw"zl,41%",**,=:,P%Ildoll�.t� ". ,f" I , . "I 11 . , , % I ; 8 -8 11 IdA'Z'n" = forftrbl<;Ckft)� � , ,� 1 4, � � . I . I ". i(2)CInch tali s whary 00sVille.� , I " ,� , , '. ,,,,� e , ""'. , - " .1 . I I '. I � , . I � -I I% I I , I 1.11 I �. I '. , � L 1, I�,W I � I I '. � , , I I. . ".. I _ . I � I j, I . ,%, . .. - . . I � � I � i � r VIiiindstaggarod, - ,- , ,-,, , - " , " " I . 1� . , % � � ,+ I ,� ': , . . � I � , I r C I . �ii,Na't;mro",mu�st,botibttatl6vA , , " I % - , � � : , i . . � .I I '. I I � . � I � �1� + I I 1. I �, I % ; . I . - ," I . iv I i � .�, � I I . I �"; , i I i I 11 � I I �_ " . , ., : ; I I I . .- is F4orll recorritimdoil flailing,and adhesives, -F ,be 2 of ft Myeh�aewser,?"46W�tade hr rhm�, , -11"1"":.11"I", , , , , . � , , i I I � . I � I %. I I u4W AiLA,nbfjptcmmEmci�Irtc*l.s,tii,pe . I . . I I ," , .. : I � �, �, , , , , , , I � � t I 1� , . �, 1 , . , I I � . 'T'J'901; , I I - I I I I - 1 � I I I I I I , � . I'� a xl I I'll , I I .. i I I % -, I ,, !_ *nd:R6ofFreM1ng. % . I I � � �L , 4, . , , . % I I � I I , ' I . �% % I i , �� , . '. � i�X , , � ,+ f. I — e -Lbaded'Boams , I I I . I I - I I I � � "I . � . . I _+ " I - 015,65,1 . "', " _ . Z , ? �!+' 1, � 11 � % �� . I " � �, I , notfbe letbraly'supporteo ST, � i I I I �. ",I: ' I I , ' , 3 t . ��, , � ! VultilPle Member Connictions for.Top, I I 11 _ 9 i I��., - �� . . . �� % I 0 " - I . I I . I " z�� " , , � ' 11 , ; � ill : ; I � � I � � . ' I I I %� I � I . 1 I , %11 I "I � I., . � . -0,11 I . p I : I Fastener Installation kaq4tiromerift .1 % I � I I 4�cantlfevef ana end be ,I % I %�, ��, '. "' I 1 I Fir] gs by'blockins" 'I', 'i" I � , 1 C � I �. ': % ", .��- I � I I � " . . .I . .. , � I . �i . I I " �, " 1 . : I I I � I Ir. � el ii ,� I . ,Si" -*of , , , ", I ;-.hangers,or'direct attachffienttcf�% f � - � ,�dertemi Nbtd� , I I � ; � Fastener i I 11 IrJ&joist floor traffilag doe$` I : ""I'll, I'S i I APOnal's __ I - � I I ,,,� - I , 1, ,;_ �t,, I I , Plecii, . I 0� . I I � I I I ,U� , I �, I_, rim Ward or t. I St I �I " 11 I ,, ," �,� ", '1% It % .11 11 Architect of Record: .11 I i bearrimm 11 I . � . ' Width Rlies Type", Min.Length #Rows I O,C,Spacing 'Location Whenfasteners are required,on both 1 41' 1 1 ,not*61'ro bridging,or I ,% , - I I'<-- --- k, +". " f ! I . I �.:Affaww holtizoni su"1jirboadeii,00 *I 11 I I , I I ...) I I - '' I I 'i, >�_,11 I . ", " �,+ +1, . .. I. .. 111. . - titiff*"'ihiwtw��'ttitod'ioiftinywhoi*aforige4660t�ii.,, �, I . I I " I I f : �, I , i : I i4 .. ., I 11 , I � " , , � , I "I I 1 3,4 , . sides,Stagger fasteners on the second . I , , I Oq-!�Ogh bfqc�lrlg,� I I I I I .1 1, :: . . " - I BEARING AT 10d Moog , 3� . I I , � *�.- - ,� 1. . � , , I , I .1 ,� . � I � � , " I I, 11'.1, " �i �, i`, � , , , ; . ee - � . � side so they fall halfway between I I . I . I � I �, 1, I I, � � I I,",� .'' I 0, ., � , % �* 000(4holoir", I .1 � I '. 1, I I . r" I ., ; : ,3y# '12" ,�i I 1, I I 1. I , - __ � --q � I , . ISAAC - RAE � , 4 2�2� 1 1 � I % 11 . % �, . � COLUMN 2 12d-16d nails One side fasteners on the first side, I Z '. I I '-1 �1_-.+ I I 11� . �1. � I I I �,�', �, I I � � ." _*�""`!r`"`a or tam-in*0nk#1rI"Qk;M 1i ,- I . i I , . J .. I 1- 1 _1 '1+1 11 ., . �, �: �� , �, i , . I . . % . I � � . �; , . . ii I " - , " � . " , .. � � � Screws 3%-br V�� ,2 24' � I I I, " " , I � " , i � � 0 4,�el,, ,�,:, . �i,,I.;, , , ,, , � " " �`, ; I 1 430 Main Street �� : . � I I i, ," i F , % 'Ii�`< 4 _ �' % I I . I I � 11 � I , , , ,�-, � � .11 1-1, . _ __ I 1. I . 1 - :i , 11, I I % , I 1: 1"." J ,��Xnerl rus JollstFA"iddMand 136Mi",� ' I �, �� "I I � I I 1 Od nab T , . I I ��, . I I I ; - , , I" � I � f I : , - _ � i . . ",,,, I � ,. 2nd floor � � I I � ,3m � , Z . I I I I 1! I I . , I I I'll '.'%' �� %�, 4" � , "� " ,,, " %, . I 11 ' � I � � . I I + 120 � Both sides � I ", I � 11 11 b Wj;A '' I �� I � 00 Norbavet � .11 .. , . %1� . I I " , .. . " ,,,,�, -1"',- '%� , I mt�ftnf�tvL" ,,* +,% . . 't I I I I . . I 'WOOTI)iDlote -. lv �, , � 11 r '� " � 3 1 � � � . I , , t�,) � 11tib kat, , "I % ', Greenport NY 1 1 944 1 12d.16d nails 13 ye 211, 1 vld,�Iw,,- , .-, -�`,� , ` ,, i I-I � �,_0 i � I 'beyond inside face*fwW*11-'- I 1.11 I � -, � I 13/. . I ; 1, . "I I 11 I I � " " 11 f, "I'll, %,�. : I .3ETIrffl§rsVarW, .'arkt Par'Wtiiitie ffsL,,, , I , . I ; . t 1 14 ,2 ,� crow . I� .I . � . ., � .- , , i��;00 bdoors beyond'the roode�,* , : f �I,,stm)teii:I4 , ", %%,tiWo,.Xbn#- ,�," , ,I_ , X�d - OvVe 11' ' A-_,- . Contact; Isaac Clay Coffey R.A. �i � I , , , . " . : I I I , , � .. K�#�' nfembee.'� t ! i I,,- , ' ' .'' , " ,;N�� , I 't ,I .]1611I*6*lm 'I 11 ., , : .I � - - I � 3%ft bt 3h" Both sides- entire beam width.Otherwise,use . . I I . % � t ,1) - , �_ I ,� - - " � 1, I - 1, I I Screws r 24" . Uvau Must be,applied liverdy a' '' ' . I-� -, el , - ", �� .1 . 1, I - - , I+1 , � � : I I I '. _ %,, I—- �', ,T�, ,%, 7 � .,,-,- I V % -,I.,.1�_ _,�il , � -1 .. , . , , ,� -'\' � I � I :le ,, , ,,,� , � � �,�_ , � _r -.1.�, , I 1-1 � � %, . " I _ . NYS LIC#039767 � I � . , � I I I , ,�, veftiporumn tarlacity � lodnallsl,v , , �" 3m I connections,for side16ad6d boarft. 11. . I .. - . .��, . $ 1 - r � I %i % " I �! — , I :t' One Side � . I .; . ,� - �0 I, I , � e� .I I I i �-1� .:!`,��L_,"�,11 �� , - , ,I�. '. I_ _1�_,%"��' �� :1 � 'and beam bearing — I .1, ", " �' 11 �, 1, � � : � ., -, r - _2�. I I . (p6r ply) : I . I . 11 I � - . - I . I tongth.-See current I _IZU_1VUL"dIl5 13 4 1 - � . '. I � .I I � 11 I ,� .I � �, � 1, � Id 7 �11 .11'' , - - I .I 11 T. 347-276-6093 E. clay@isaac-rae.com I � . - .I . P 1 , I L,10 t -I- il -4 5__,____� 1- i , 't- �_I� �, 4 U5 , 5"or 6" a oth sides I . . . .� % , I 11 + f .I . . � ; .V � , �-_,�_. � I � I . , t I-� ,,, i .-,,,-�, - "- , ,� � Screws 1 ,2 �4` 11^�, Multiple pieces can be nailed fir boltedlog6their to, .TJI I�., .,� . � I � ,` t ," : . I "I 1-1 . , , , I, I—_ � I . — ., % I , '' I , � I . -, ". � - ,, I I One side *red size,up to A - � �I I + Q - 0 t%*, ', " , , ., I _: I I 1 IM64'sm" Project: 1! 6/� I . � � I I � ,,,, . Weyiarhaduter Iftratum. i I , , % . � . ,,++, 4 + I : I ,I.VL,*Id ""' I, � , '�-,`,bt� I I , � �' . JW1; '", %-- I ,17 1'� . ,, + 6 �, % � I I I *rim iofit .,. , - , � 1 -6 J form a header or b6am ofthe roqui . I .I 1�1_ " �- I I . i � ... : , � � , . I I ,I I � � .. : I I. " I ' ..I PP4!arePSL, . ,- both sides -,� Idth of 7' 1 e 11 I',' , , , , I I % - '"of I 5"or Iv " ,,� ,maximum wil �. I I : I . I ,d �,,X., -_Board ot ,,� ,, : + "�I I, " ,, - I I , � ; , � � I , �: _effo,hwh6lozoo:- , . , � , I . I 1, I �, - One side I � I " , , ,1 rand'OL.I i I � � � 1. i I . . 3Y,,' ,2 6 41�- 1 . � , ,,X",&'i Y2*TimberSt.r. ' � " ) .1 I I . % - ; , I , i , : I . 1 , I � " , ' '. . 11 � � " 1. 11 I � I % r � I EAST MARION . - �. � i - . - I I ,Vbbits �I .8 I 2 j L�Z__)J I I � . � �, I I I 1, I � � % .1 � .1 I i: ; ':+� ,, , , , " , 1"*"4x . I � i , � i I _J , 11 � �f 1. I 11 . ",. :I , , -1�I I �11 , , �, t� ) ______ , , I . I -..I-,- I—" - I- i" . - I I = , I . 11 :11�, � - � � I � �I" .�. " I I I � , I � �.. . � I . I - I 1-111�Yl "+ I I I nrilborstarIft ilowed tole zone , ' ' � � 1) : � J1)10dPaItsbre0,128*diam#ter;12d-16d,ngits6ri�0_,,,148*-'0.162"diamdter,,t.aews,6r6-�§os,sDw,USPWS,drTmssLOK* % � ii 11 ."', � " T I ": , � � " � I i . I .,I I I � L,��) '1� � .� I I I i 325 Bay Avenue, East Marion, NY I IMN . " . i �14, , ,� ", ,�.. %- 11 " I" I � 11 �i i. .+,,,� , � �� COLUMN DETAIL ,12)Ari additional tqWof`ndlIsJsreqWin§d With irlept6s,of`14�or"tor. . I � � , � 11% "f �. � I '. i � , , I C I , 0 . . I __1�11 I - -H1 " , . I 11 � " , "I ��11 I , - I, . I � :, I� : �1 I I � ' I __ 13)When',00mridtfirig 4-ply Members,nail each ply to the other and offset nail rows by 2"tr6m the rows in"ply below. I I - I " I 11 ,; : I " � 6 btft�F'� , I.- I'll 1� i . �. , : .,,i,,, � � I . I I I . : " I " I I _f I I 11 , :%t- ��'I ,i'. "'i �: . , , �; ' I I I , I "_.� I I I I � 11 '.1 I I I � ,�',' "'' —�6'-' '`�_�d ;;iJ liloim�,,Wlth unitom load-.;nq�- ;: . .�' I � ",,,, ,� All�w . . . 11 I I � 11 4 . ed h6i;." I 1. I . BEAM ON I , I � , � - , .,_ 11- -1,, __1 "I �,, I- . ''I, I , , /I . Project No.: 1, 11 , , � . , i .I � . I ___-1. I __ 1, -, . " � ;fk*floles�;Xq . 'le ", 1:�_ I I . COLUMN CAP I NAILING AT 13EARING(FLOOR) 1, I � I I " , . I I I I �I I �I L5 I - , I + I -1 � . I 11 �, , , Iro POM1166 Mlcarifllilv"., " * " . . I R-02 � . I I I . I I - ,`�� % I ! f .% -, � ' , ,_ ,� i. I ".�" .,1; � :, . 11 -I I TJI@ Joist to sea:,ng Plat, Squasb'1316cks to TJI0 Jolsi I I ., I . % , . , �,i I .� _'. .1� I � 1� �, . , i I I Vm . 1 �� , " , , , " _ , "�_�� . 11 I I I I I . � . I . I "I "I I *N'" , , 11 0��Iri:smk 0A , IYe Tj"Rlrn Board or Xoad bearing wall abov6), . , I � 1+ N I �" , . I I .11 I 11-11 I I...., , I "I . ,� , ., � . Seal/Signature: � I I I .. I I 7""" I IY47 or I*Tim her$tra rtd,*LS L ' I Joist May be sbiftedip to 3*it + , Use 81 of'82 at- I 1� �� I \I I �` -1 11. I..... 11 I % ` -, ��:., I ,,, 1,i I i �% " ',,�, :, . ff- , �1.f I I . I I -1 '' .1 . I I ... + i i I . I I � . - One I Dd(6,116'x 3") . I 'floor panel edge is supported . I 0 - I -,I Ifiternriddlatib bearings I, I � I 11 �1,: � i� I � � I �,:V�, " K %a , �, � 1 .4 -One Sd � . , WAmNIN'Oft . . � I � i tbA1'3'1 '�%'- ' ,nail Into each flange and span rating IS not exceeded, . I, � I I 1 .7� . i I 1 , . � 11 �,! I : I . I % I i �, � � - .. I "'ititableuntil bradAid law"a'lli " �'I . � : flail each Sid ^�ri�e I -Do not cutjdist flanges, with load bearing or I. i I ;11 I �jof4$'114're U ., I I 11 ' . I , llr , I' - I "I I : I I I I ,I . I , .1, - ,1 -,�t �htdb�: ' I 11 A. ,4 -1 . . � � eat �� + � i . i, .. I 1__111�11, niallsetariangleat , I iP I lumbing,Drop I . %. lraced1sh' ,Wall 11 I � : I I I , . I " i I ., I . %I � '�,'� �76 1 " , , , , , I . i ' , , , -� I � ��: I - v� , ,Yo from end,I � _ , 1%.1 � I , , . . � . ,.�" " ) , , — I ,least I ,, ", � I I� I -, , . � I � . "� ", I � I, I 'frorn above', ' L I I , I � % ; , .. Dists I 11: I I il I "Ift-0,"" *.6hosthirig - ,. 5 tlklm� I �I I � I Enddfj,o � I . . '. : I .p � I I -ti;�O` 61 I I _� � I �:' I - � . ,�"Hangeft, ,I, �*IV . I,!) "I I,- �, fil,�/ . � I I I � � I __ .. %-1 ,fnftardL ,,,*'A�n,lom. , J I I I \ - t(centarline , I I , I . e I � - , ,,, 1, I I i I I I � I , � I . : 11 i 1, � , ",,P :� �, 1Y I � � - ';� -- " I � �� i , , Prninimum " I" ,ol'supporl; , , I . ..,�, " � � _., 1, , : " , . , 7 11 . . I , , COLUMN BASE IV41 minimum end tearing, iriteftedlate,Waring Also see deta#6i' L L16i I,) I t I , g I � 4" ,� . ,� � .� :, ,, i I I � I I , I . , 11 11 .- , I 1. I . � : , � ", % I I � I . ,I .� . . I '. i -famil ired z , . I , , : , , 1. .1 I . I kT ., , I � I �,..I I . , I ,I single y applications AY4"may,'be requi . . .1 I I , , I " � % 11 4': 1. 1% I �,I I i I . , . � I : I 1� k I .� I I I I �� ! I I for maximum , % H1 t , I � . , �+ ,� 1. . 11 ; I I "I , I ; I . 1� I � Mear VartsterConnections equivalent -capacity . I . I � , . I I 11 - '. , I I I I I I I I . I I % . I 11 .: I I 1 4 , , � � 1, . . - I I 1-11, I . t t I 11: " . 11% .i - . I ;�: J1, � I to floorpanel miffng schedule I I .. � � N I 1, , , I . � � '%, ,11, . i I . ,, � I'll... 111;;�� .. . I I I � � " . ".-�,,, . � - ,.+ — I � , I I I ......�� . � I I -I � I , . _� I, I - . t M I , . - I ,� I V t � � , A , �� '�" I � "I � I I I , � I , , . /I � - ,,,,,�, i-, �,, ,- ,!i � , I ,� I , . 1.11, . I*1��. ; 1 1 ,,Rim to TJP Joist I - " , /I � �, li 1i V i , I -1)o iio-r i�alk 61401�61 � I bo(Vol viralfro"JOISft +1 '14,00 No "�, . ! , I ........L " . 7 4 " . I I, , I . � , , I .� I � .,�� I % _ I � - Ali"T,rftlm Board, , . I . �, I I I . . '. I . I , , .�J, 11 , I:q i I I I AA - - I k f. ; it " I k " � - I I ' '' + � I . / . ,I : , % � 1, ,�Aaf are 14t, 1 . V- ,--,.�* , T ir 560 rim joist:Toe I . . � Additional joist is required it I I 11 � + � .1 . '. . ,� i", ., , : I , I 0.... �` ., I 13dh4 f *fi?rk , , - " . � -IV Or 1 X7 TimberStrand- '.i 3") 1 : I I I I I I , I , , ''INJU ' - ,_ I 11 1.i -- - � I I�`�" hbilwith'10d(O.128 � .. � , , V .11 ., MA U�t. I'. � , , I . . <— zffObrpatI#Iodg6isuWppOrtad ,, � I -�� - ,� 1,� . "I . " 11, I " ." I Lo I I , I I .,, " � I I ,�,, , ,,,foists I i �1 - I I +1 orTJI'�`1I0r1mJbIst.. . nails,on6vach side of - � a" , ��_ 11 I .�' 1� . I I � � I I I �,I .%. ti,I I , �,1. �, , " ', . t � , , ,*1 I 1� � I I . I ' r : I � � � , . , - i- ,�`�,bti ; . (�2) 1 Ono 10d�0.131"'X 3")-nail Into I \ - or if span rating iseki:6#ded. 9 .. �� I � . `, 1 e rl�i 6e'c'k- - . �:%�, - .1. . I , _�, ,,WARNING NOTES. � , " s . . 11 , I , I i % :1. , � I , �I I I ,TJ15 ioist flargo TiP560 I � . � I�-I �, , " _,' I I _ 66��rv'"$811&11111 I 11. ,,, I i� Ian "ladmoconstructidn"n"t-a tin sorld " I I , � %, i � I " ,, ,i, �I`i�1� 11� I + . I _ ' , �I I I I floor jal5t I I, 11. ,# ".. I 1. I I � I ", _ I I thent'I- : I � I I I I I,L�ii4l�iiii*bra I d a - I I, - ' � , I , �,� I - � nis.Obsiirvo the folloViftguldeltrimm,, " , � t I I I I , , A A. _ _� I . ,Attich _ '' i, �, ,,hmbijr,�rilni � � , ': - ,,��- I ,I I I .1 - r�I ' i � I I ,, � I I 1>Till 210,230i and 360 rim Icile I I ,r L , � ,-�, I ", __1 , , ,11, ", I 11 I l'�l " A ' ' " % ' ,� ' I , ' ' � % ' Accide �1 ,135"x'W)nail INSTALLATION TIPS I � .. I I 1 4 i _ � , J�mrd or'kitvir:", � � I I - I I ., , . ;� �� I I I ,rw I "bowts andn-MM i i - port - One 16d(0. I I Into / . , � � 1, I � � I . , i'sheathing' - � ' ; I I I � ',Ile�il bfaw'im�g, � ngers,rim .stsatttwilindsup,e 4,*rtfi#TjI!1ofjfsMu%tbwtorripl . I � % � . 11 � , IELtVATED � I I . . , I \I , .1 I I % I , � � �� 11 - i �I I . + I , i ',.: " ' " ' . , I I , , � I �"" , , I ; . , 1, � 44 it ilitayirbrIllnik , ' ,e,-!�.LatOtMigb�6ngOtiflk6bf*i*d,#60'Walnr"Rhb lVdki(,�MUStL�6eMob0shedottt,4#ndibfth6t� 1 � I I - I � I i. I . I I � -tu�floor adliest penor if, � I '1� , I , . , � % -, - � , - +� , _ I I Ive WillImprova ,manep-,llot , I " I . I. ; � � I COLUMN BASE �eachflange. U poor I . 11 .� �1, , i , : vafterinswa,601i." I atthe I � ' 'With de ths>)67,,iise t,Ji0i3,6-0 r1M)olst. % I I � I -1 I � . 1 .I I �, + 11 1� 11 -, �'*;cdmpllsWbyot&MoraryDrpermnerttderkfshea,thtrq)N#emdto�tbo,,flrst4i[eot,otiotih i �1 I 1 11/4*MIMIMUM,b,,Aling ,P mayrot be required. . � I I I I . I � . � , I 1� I , i, �I , I "- � * iledinabraeAdondwall orthillaffiW,araiii(as thot)t#1 ' i : I , I > , 11 I , � .I ", I ."� . .1 4-1 11ii 1� .+ 1 :. I I 11", , IV . � �3.safatjIbPridno'dif IX41ftrilrih4M)mustbb M I Top View . . + I I I � "'. - , , � % I , , I I �Lacafd rith bostdJoint betwooni lots ts. I � . I � I. � " . 0, I �," , I - "r , W.Av.y br�8i:fiIiq'(1X 1-1 , 3,,, ,, , ,� , 11 I � "I -Oriobl�htypipbablitund�erltghtwnsttpr onjoaa-ts 1 : j� I I I I + ! "a " , 1, I � 4 , � , ; � :"�1 � . - ihiffteemdlufflbe�,I :,.'.WMh*ft btaeft'bucIft sideways or."r6gin , "I I � I 11 ti , I 1�I : � I , , % il, i�l � �;.i 'i .1 1. '' . , ,, ., � '' I � I , I � "i Squashblocks and blocking panels carry ttabkod vrotoaZiltroate 'Wood , �� I I `�,-'� , � Imurn)it W oh;�enter'jfl I 11, ; � J -one la�w oftftawstiealhiro� % _: , 1� I 1% , -- � l-,mirli I i, I ,". � I . ,+ I '% , , � ., ; �, I ,0 I � ;� I .1 , 16 6661i W � I � I I. I moletwottil -AM ATTACHMENT tit.BEARING vertical loads(details 01 and 152�Packing outthe wob , I -from diroct,tontact With' , , I ,11 � i 1XLl , 06;4tentet lot TJ la'�11,11 0 joists)a nd'`% � . . 1 1,4�stieseft*iUst be co'' il ,� , IfJ01 ,1'_"i�46d)&�4 , 6 ' O BE . ,� -I I ee -bVVAI§LP- % , � 1: :� I I 1 16k;,6�h �� ,� � I I I . , , , ,, .o. � I I I I I ... I ' I + . I. + �, ,. ': Z,. , .. . 1% *1 ..1. ",5.I5ndsdfcarVov*$roqU1msa1otybrac*V -1,,"I I , Date: Scale: ., + I I ' '�HOLES - - 'cod and wall. I ,� � I I ,I I of a TJt"Kist(With web ttifferrers)is not a substitute , I I: � �I ednarbtal I . �� It.kiiii�k�"4ts... 1- I'—, ... '.. I I I'll . -- C , � extended to a bra . - . .. :.I � I , I , on both the top arId bottom flainges. '�,_%�`L * I � I . I , , I 1, I . I � ': 11, ;V :I'' , % , �fi '%, I'_ � ; % " . I .� , -, . . � "'.., " .1'11, , .7hat)ar�g"muomnwins"t*dv�ithimi/rftmtnm�SUMM66t.", . AS NOTED ,I 11 — I I',C fJ*Rim Board or for4quash blocks orbloWng panels. . I I ,IM �,", I � 1 ,4, .1 � I 11 ,. , , + , faston at each joist with , � ,��1, I I 111. . � . -at'approx"weli, ,, ,,, , � I . '. , . ; I � I I '. I " I ., . f I I . I �t , . , ,_ _� , ,� ;-, - , - I— %.- . I , A� 5; I - �, ."_ -"' i% 0 TirtiberSt �12r on I, I � I , , I I . I . ':-i�v id(Q4 13-,x:% )nails ml 1;. _11 ::,* ^1 Z, , �, . .1, I � . WarnItfig,Drilling,sawing;tarlding or Machining Wood products generates"Od,tiust'.Thei Drawing Title: I . �, , ,",or I Y �, �� 6" nimum tl; ,__ , 2 1 rand"L�� , � . I " I ., . . I -I*nter '�,+ I , I - I I I ., , , I *Wh % I . . � I I % � 1, % I " � I. I � , I '� + "I ' ' , " . , �%__1 �� I I � I 'dioxwd g1to sdb§tences�,k ON L � � en Joists are'doubled at non46adb&Pring parallel �� I � . � 11 . �.I I , - . I .� Product may contain Manium dlokide.,Wdod dust and Marrium n I �.I I I I � , . jsedWARNNO), , , , %,%, I I ` i, t to J%use,�Oncor,For,"ro info , ,tion on Proasition 45�vis�t wy.cor A f0ft. _ . I . � : , . I .: . " 't � �I '. - I I I " . ,� 11 I� , 11 : �.I � I "' _ , Y) I '' Idth oftbo woo for, I -0_00"P", + I ,,�'' '' I I _ . . , I rtft I I � %LA , � I . ; I I 1, I � .. partflom,space Joists*0art the wi ,%�� . %� , r� OlIt.�W, i.BoAring Plato 'b� , , ; % I� � : �I� i ". I , 1, ,� , , ",_�I , n n ___::-I 11 I I I STRUCTURAL DETAILS � I \J — � Optibnai I......_^...1.I � " I . V � lo �I 1, , to I . � i tt , " 1 . _ I plumbing or HVAC, I % ,)#7 � .� , , . 1 - I � I "I I I,,A,, , . ., I 1+ I lu �� I I I .I 1, " , 1 " !"�, �� ' , , � , . " " . �,I I 11, 11 I ':+ � I " "I I I - 11-1 . � � �� .1, I �, , , I ,,%Rush wtihirtside f000,, I 1. I: � , I , %, I " ,� I . I � . + : . � : I , I . I + . � I , 6 1 no"titink Ming Plan(if Applicable)or I '' . , , , . I . . �, , .. I , , � `�. < . I + I I I I -1 k I 1. ,I ,; . � I I � I. � . , I I I ' ' ''. . %, .1 ".., , ," I I I . — " 'N"See fra � � % 1," , . I � , t . ,� V , . �,I ,� I�, % � I I . . 1- ;4 r � , :�:, I ,,, '17 I . 4 ,, 1� � I �I I 1%, . : � I % I I I .1 I ,,, . � � I � �� 0 0 i! ;, " ? � 11 I - I I I ndJjiit, j�a'nii-triis,,f64" - � I I . i I I . I " , user, a , I I rltft pootr � 40 ,�W 0 * "iiiiii�iaiit,ii�i�ll'i�,11nib��irb Y) grout One IM(OA29",k-�*)nail each Weyerhaeuse'Instaftatko Guide FarFloor I , I � ,, I " - 1, t ; 1. ; �� , : ; i 7 1 Drive nails at *Additionaljolst tit plumbing drop(we idetall)� � 'Po il!� I ,'of Wall or beam, I � . 'a � . 1 , L 8 ,. � 6 ,vto minim' , I . �:?�1,�4 , , I I I % , , * " I ,� I �; � ,side of member at bearing, yaming,V-9000.For minimum 1. I :. " � :% � I ,. 1 . � I ., " � . - � � I " A '" — splitting pf'ptatg and I i, I 1, 1i "I 4 1 1 �� , : � I �, ,�. I I I 1� - I 11 �woyortweuserfM�0 20�6ftyefhaeluserNR Company.,All ii�60i towived. I I . I '^ , ' ' . � aeus � , - - 11 , .11 .1 '. I , ,I , W minimum from end end and intermediate beating lengths. v " I&I� ff .010"s Al' ' ,I f " .+ - , -1 I \J I I dimisir I I% " __ . 11 I 1� I 1'"� - ,�, I I , I � �i ;;;;;,i;;i6W, I +, V I 11 1: 11 , I , i , , , I I I '! , I . Drawing No.: I � : � 11 , - 1, I.I I 11 , , " , , , 11 � I + , . . . -1 I I . 11, I I 1. I __*1 I I ",� I I .11 I 11. 1 I I - "'4111taiia , � . % �11 \1 � I � I ,, - 11 . . I . . , ,, " �--1-1, I .. � . I , I , I I-.1 I 1.I I I 1� _ , - � I :) - I .. I. I . � 11 , . .. .1 � I I " . 11 . — � , \1 � ,,, I � , ,....:,I I . , . I I 11 ", ,,, , -1,I"..11� 1, , . . . -.1 I . I I - . 1, I I . . I � � I � ; % + . �t � - I'' -_ I I ,11, .I I �� .I � " � I I I I I. I I . 11 : \1 . . - + . - . i, ,�: I I 09 I, I: ! 1 T) : f, , I � . � .% 1 . ; *"' . . � . 1 4. 1 I I ., %1," .. %. ill"..._1111, I , - , , ., � . ' . I I 11 I i... .--7 , l�, I ,. - ,.1'1_._� ,- I % � - -_ .1, I I" . %� "'Q'r J` I 'T " "_�, I 11 Aopwawft� - , ' ' ' ' - I, , " '0�, 611ye Z �Z tj�g X ___-11� , Si k ,d0WP""%L> I % , � � ( , "W .. % . . . . . % I � i %1. ,___,_ . 1, � . � I I _ . I ., � 1 I I P 11 . I . I I ""I, 11 11 I I . .I__--�__, , � , , I I , , I -1 11 I I It.. I I I I I _111 I I 11 11 . . .1, , I ,." I I . . . . I I I I I -I , 1, ., , , " 11 ___ -__- ___.-� "1. I.I , � � 1%. % 1%I % % �"' '..-, ,,:",. . "" %1". ,, "� I """', , .I—-I 11 1,1-1_11-1, 1,�� I .I � � . � � 11. . I, � . . I I., � . � --_- , __ , __ , % ,, , .._:�� I � . _ -1 _-'_-_.1_1 1% .1_1_'_--1 - - I I --1 1. I "..'�, %- _ .�' . 1 . . . % ,,, � � I— I �... I 1, I I 1-1 :... -.".11" 1_� " I %---. 1.1--, 1. ",,",,- ".�, , I I . -1 I ,-4.1+ 1% I I -, 11 I.,II. ..- . 111; . . . .. 11 I I I .. � � 1-11, 11 11-1 11 I I—— -- I- I. . . I I .1 I I . I I., '. .I .1 � .. . --_r . ___ 1.1. . -- -7---1- .- -�---,----,"--_ ____,_________ -_ _r-.=_ I � .__ :"' I r—r � _,__�� ----------='7- ---:�-�-�--1.1.1 .1- _ �, . -1111- 1, . I I . ,-__-_:,'=�_ .�---,-------Ilplpmlgw,pmmin" i�L'1_1_____1_________ �"-�_ I—— __:::aL_._I=- � :.., � �� , ,-` -�,"-J.--�. � --.,.. 11-1-1 I...... -I — 'r7- --�,-- ,1 -__-'_-___ 1� - �� 1��I � , _ �,I ..��.- 7,.,,, � � �� I -...2�, , , r, ��..- �. .� . -,_, ��,__-,-- .- I-�,-J a ��111-.�- -__.� ,-r I.i. � . .� . I + . I I I I I I AMA ND E T I J NOTES 325 BAY AVE . DRAWING ISSUE NO. DATE ISSUED FOR SYMBOL LEGEND FEMA NOTE THE PROPERTY IS NOT IN THE SPECIAL FLOOD HAZARD AREA. NO CHANGES ARE BEING MADE TO THE j EAST MAR I O N, NY 11939 0 2 8/19/2024 Southold DOB Refiling FLOOD ELEVATIONS. sE NNUM /r� Doomm SCTM#: 1000-31 -10-11 4 S;; 5HFEfifal'1M8 ,;J {5EE.t7pOH8G}iEIl11LE): / �j ENERGY CODE STATEMENT OF COMPLIANCE COUNTY SUFFOLK 6 �� TO THE BEST OF MY KNOWLEDGE,BELIEVE AND PROFESSIONAL JUDGMENT THE PROPOSED BUILDING IS 7 ` - vETAI, J Nnow Nua+aeP; ° 8 (S@6Va�Nt�6wW4��UrL•> IN COMPLIANCE WITH NYS 2020 ENERGY CODE.RESCHECK ENERGY ANALYSIS IS ALSO PROVIDED IN THIS , TAX MAP NUMBER 100.000-0031-010.011 .a. " SUBMISSION 9 VILLAGE EASTMARION 10 f. D�?A1L NG1M4Cft ----( M1 :) :CALk/MiC1Jt1M3EP; 4Y;�u 5 Stx�34R GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION BLOCK 1 12 •-- 1.ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE 2020 NEW YORK STATE BUILDING CODE LOT 25.4 DRAWING REVISIONS -. Dt>-A1c-ZLIOU MARK a Re/i50N czotaan4 ktt AND WILL COMPLY WITH 2O20 SUPPLIMENTAL REQUIREMENTS,AND THE BEST TRADE PRACTICES. II,I t 2.CONTRACTOR SHALL BE HELD TO HAVE VISITED AND EXAMINED THE PROJECT SITE BEFORE NUMBER OF FLOORS 2 N0. DATE REVISION SUBMITTING HIS PROPOSAL SO AS TO FULLY UNDERSTAND ALL EXISTING CONDITIONS RELATING TO THIS 1 WORK.THE NATURE AND SCOPE THEREOF AND THE FEATURES AND DIFFICULTIES THAT WILL AFFECT ITS LOT AREA .47ACRES OR 20264 SQFT 4'!�I;INuryAll, EXECUTION.NO ALLOWANCE SHALL BE MADE FOR ANY EXTRA AND/OR MATERIALS REQUIRED OR FOR 2 cu 't�rc+rsu��. oa rs�agv DIFFICULTIES WHICH WOULD HAVE BEEN FORESEEN HAD THE REQUIRED INSPECTIONS BEEN MADE.THE ALLOWABLE BUILDING COVERAGE 4,052SQFT OR 20% 3 i5. - Nute t 0 h LlrueaNgtgA7ir�; CONTRACTOR SHALL TAKE ALL NECESSARY MEASUREMENTS FOR HIS WORK AT THE SITE.VERIFY ALL 4 cueeTseaxi CONDITIONS AND REPORT ANY DISCREPANCY IN DIMENSIONS OR EXISTING CONDITIONS TO THE EXISTING ROOFED BUILDING COVERAGE 2,026 SQFT 5 ARCHITECT. 3.THE CONTRACTOR SHALL NOT COMMENCE WORK UNTIL A KICK OFF MEETING HAS BEEN HELD AT THE PROPOSED BUILDING COVERAGE 2,661 SQFT 6 wA�t;�r aT:Mg PROJECT SITE WITH THE OWNER AND ARCHITECT.THE 7 PURPOSE OF THIS MEETING IS TO REVIEW THE PLANNED WORK AND TO ENSURE THAT THE WORK IS ZONING R-40 8 DONE IN ACCORDANCE WITH THE APPROVED PLANS. 9 4.BEFORE COMMENCING WORK,THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF ZONING MAP EASTMARION 10 INSURANCE WITH THE DEPARTMENT OF BUILDINGS,OBTAIN ALL REQUIRED PERMITS,AND PAY ALL FEES - REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. LANDMARK DESIGNATION NONE 11 5.THE CONTRACTOR SHALL NOT DEVIATE FROM THE APPROVED CONSTRUCTION DOCUMENTS.THE 12 CONTRACTOR IS ADVISED THAT HIS WORK WILL BE STOPPED IF AT ANY POINT IT HAS BEEN DETERMINED HISTORIC DISTRICT NO THAT THE WORK HAS ALTERED WITHOUT PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. THIS APPLICATION IS APPROVED ONLY FOR WORK 6.THE CONTRACTOR SHALL PROVIDE ALL EQUIPMENT,OBTAIN PERMITS AND ERECT TEMPORARY BUILDING HEIGHT 27 FT INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL CONSTRUCTION AS NECESSARY TO SAFEGUARD PERSONS AND PROPERTY.ALL MACHINERY,TOOLS, OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR SERVICE LINES AND CONDUITS SHALL BE GUARDED,SHIELDED OR BARRICADED TO PROVIDE SAFETY CONSTRUCTION CLASSIFICATION VB-CONBUSTIBLE TO BE CONSIDERED AS EITHER BEING APPROVED OR IN AND TO PREVENT CONTACT WITH PUBLIC. 7.THE CONTRACTOR SHALL MAINTAIN STRUCTURAL INTEGRITY OF ADJOINING WALLS,GROUNDS AND OCCUPANCY USE GROUP RESIDENTIAL R-2 PROPERTY AND PROTECT THE SAME FROM INJURY 8.CONTRACTOR SHALL DETERMINE LOCATION,PROTECT AND SAFEGUARD ALL UTILITIES ON AND ACCESSORY OCCUPANCY USE GROUP ADJACENT TO SITE. 9.THE CONTRACTOR SHALL REPAIR AT HIS OWN COST ALL EXISTING MATERIAL OR EQUIPMENT DAMAGED / SPRINKERS SYSTEM NONE Consultants: AS A RESULT OF CONSTRUCTION FOR THIS WORK. 10.CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING THE JOB SITE CLEAR OF TRASH AND DEBRIS AT Surveyor: ALL TIMES AND FOR THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE SITE PRIOR TO FINAL S H-E-E T#-E SHEET NAME Ken Wyochuk COMPLETION. P.O. BOX 153 11.MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED,BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS. T-001 TITLE SHEET Aquebogue, NY 11931 _ 12.THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES. A-100 PROPOSED PLANS- BASEMENT 2 13.THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND A-101 PROPOSED PLANS - LEVEL 01 &02 Structural Engineer: MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA,THE CONTRACTOR SHALL DESIGN AND Alex Spyrou INSTALL ADEQUATE SHORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS.THE A-407 EXTERIOR DECK FRAMING AND DETAILS AES Engineering CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR A-600 SCHEDULES g g DURING THE EXECUTION OF THE WORK. 630 Fifth Avenue, Suite 2000 14.THE CONTRACTOR SHALL LAY OUT HIS OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED New York, New York FOR OTHER TRADES(SPRINKLER,MECHANICAL,PLUMBING,ELECTRICAL,ETC.). 15.SPRINKLER,MECHANICAL,PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS HER's Rater: LICENSED IN THEIR TRADES,WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN- OFFS. Tom Baccarella 16.THE CONTRACTOR SHALL DO ALL CUTTING,PATCHING,REPAIRING AS REQUIRED TO PERFORM ALL OF NY Building Technology Group THE WORK INDICATED ON THE DRAWINGS,AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE 159 Route 25A THEJOB. Building 1, Suite B 17.ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. Miller Place, NY 11764 18.THE CONTRACTOR SHALL GUARANTEE THE WORK FOR A MINIMUM OF ONE(1)YEAR FROM THE DATE OF ACCEPTANCE BY THE OWNER AGAINST ALL DEFECTS IN MATERIAL AND/OR WORKMANSHIP.THE IS GUARANTEE SHALL BE SUBMITTED IN WRITING BY THE CONTRACTOR TO THE OWNER. 19.THE CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMANCE WITH THE HIGHEST DEGREE OF SKILL,QUALITY AND COMPLETENESS. Architect of Record: 20.THE CONTRACTOR,UPON COMPLETION OF THE WORK,SHALL ARRANGE FOR DEPARTMENT OF /� /� BUILDINGS INSPECTIONS AND SIGNOFFS AS REQUIRED. S/"�/�\C - RA E 21.NO WORK SHALL BE DONE,EXCEPT BETWEEN THE HOURS OF 7:00 A.M.AND 5:00 P.M.MONDAY _ THROUGH SATURDAY.EXCEPT AS OTHERWISE AGREED TO,NO WORK SHALL BE DONE ON,SUNDAYS AND HOLIDAYS,AND NO WORK THAT CAN PRODUCE UNUSUAL NOISES THAT MIGHT BE DISTURBING TO 430 Main Street BUILDING OCCUPANTS SHALL BE DONE BEFORE 7:00 A.M. 2nd floor 22.THE CONTRACTOR AND ALL SUB-CONTRACTORS AGREE TO ABIDE BY ALL REGULATIONS AS Greenport NY 11944 OUTLINED IN NEW YORK STATE BUILDING CODE Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com SITE PROTECTION PLAN: Project: 1.EGRESS.AT ALL TIMES IN THE COURSE OF CONSTRUCTION PROVISION SHALL BE MADE FOR ADEQUATE EGRESS AS REQUIRED BY NEW YORK STATE,SOUTHOLD TOWN AND SUFFOLK COUNTY EAST MAR I O N _ 2.FIRE SAFETY.ALL NECESSARY LAWS AND CONTROLS,INCLUDING THOSE WITH RESPECT TO OCCUPIED DWELLINGS,AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BY THE CONSTRUCTION SHALL BE STRICTLY OBSERVED. 325 Bay Avenue, East Marion, NY 3.HEALTH REQUIREMENTS. SPECIFICATION OF MEANS AND METHODS TO BE USED FOR CONTROL OF DUST,DISPOSAL OF CONSTRUCTION DEBRIS,PEST CONTROL AND MAINTENANCE OF SANITARY FACILITIES,AND LIMITATION OF NOISE TO ACCEPTABLE LEVELS SHALL BE INCLUDED. Project No.: 3.1.THERE SHALL BE INCLUDED A STATEMENT OF COMPLIANCE WITH APPLICABLE PROVISIONS OF LAW IR-02 RELATING TO LEAD AND ASBESTOS,AND SUCH STATEMENT SHALL DESCRIBE WITH PARTICULARITY WHAT MEANS AND METHODS ARE BEING UNDERTAKEN TO MEET SUCH COMPLIANCE. 4.COMPLIANCE WITH HOUSING STANDARDS.THE REQUIREMENTS OF THE NEW YORK CITY HOUSING Seal/Signature: MAINTENANCE CODE,AND,WHERE APPLICABLE,THE NEW YORK STATE MULTIPLE DWELLING LAW SHALL BE STRICTLY OBSERVED. 5.STRUCTURAL SAFETY.NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGER THE SITE OR _ CONTRACTED WORKERS 6.NOISE RESTRICTIONS.WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICH ��t2�D p CONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED MONDAY-FRIDAY 7 AM TO 5PM EXCEPT G GLAY FEDERAL HOLIDAYS �\ TMAINTAINING ESSENTIAL SERVICES.WHERE HEAT,HOT WATER,COLD WATER,GAS,ELECTRICITY,OR OTHER UTILITY SERVICES ARE PROVIDED IN SUCH BUILDING OR IN ANY DWELLING UNIT LOCATED d . THEREIN,THE SITE ANC CONSTRUCTION PROTECTION PLAN SHALL SPECIFY THE MEANS AND METHODS TO BE USED FOR MAINTAINING SUCH SERVICES DURING SUCH WORK IN ACCORDANCE WITH THE REQUIREMENTS OF SOUTHOLD TOWN&SUFFOLK COUNTY.IF A DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THE WORK,THEN SUCH PLAN SHALL SPECIFY THE ANTICIPATED DURATION OF SUCH DISRUPTION AND THE MEANS AND METHODS TO BE EMPLOYED TO MINIMIZE SUCH DISRUPTION, INCLUDING THE PROVISION OF SUFFICIENT ALTERNATIVES FOR SUCH SERVICE DURING SUCH DISRUPTION. �397°T C ` ABR VIATI N AFF' ABOV Mt,M FLOOR CL, [ S f EL ELEVATION 54, 8T OTHERSIOWN€R LAK LAMINATF t!f 1,c, i'lUN.wtt w R-A, RMRN AIR TEL, TELEPItM AIR, A CUSS mi. 0t, ' L Ems. �t�it�P��( Gt: ?+i,L�5AS� UV UL Vt 1TAGS-: i� la4JP18ER RED; "SE/�tsk"'. 'T9t3, Ts36f Dftl5WI?O Date: Scale: A�. 1�.;. AC4f1STf A,t; )'r,: ; C;l` �. :Ff I: tL. GRL. IOfilLL' T� T I; "( : (R"a A O1SEiVifiYli 7yP:. { ., 09/13/2024 AS NOTED t 1: AC3JA�EiiI.T £ONST E 3NSTRtl T10N '.. N1Ei3T GRI; t jtOtSkf ;I*,T I>TER,, MAX,,, MAXIMUM � 4Fklf �3PENI(� E��;g�,. t3F1�S� Drawing Title: a . A/ tt3'C �i43j71t 14 : G�3NT.: Cpt lt+il3t7 t t Gavft q3 PSt�04 i�ALLBOAl?37 61£ I1C tL: 3Fp/ ?f Logy fallW00,�T�401b b t E c� TITLE SHEET � AI, ALI�tM�t4fM 6TL. O�CA�.. �1' EX14R k1t�E,, 11Ai'1pR�kl�, 1>tT4,. b1ETAt, fi�TE) lrAINTO 5f�1"., SEdEET ��£T ... .. N APFiR K APPRCtXtvjA E: D)hk: t lj f ffllf Nf IN E#3 FN MSFT Hf31YEl. F1AR331MtJ(3t Fit PARTITION: aft S 1fl V I F RiR"f N Gila, TN, ARTI`IO ARCt1lTEC7FIRAL DR 0C)OR. pU f .: F IiSj�: LOpr1 tk AC: #iEAC13!a��£N1 Yr�� M4Sr NR�EES1ChdE43.�15 PL PLAS ER: SG SOLIG�Gf�fiE �TIVt l E1l4G i3LffCffit i t , ObiE Fw- EPRI)OF f�, q=,0WMETA M=, WL41Nti � ,P�WQ� PUY Pdk t�Ci �Q.Pl sQ414R� f ��7'Fl £Lf>. iEJt1C [ DOWN f Cy111,1CsSft W, 1�WNTAl l�4TU,, h40t1P[.�I1 1?fl&.. ? 1 of' SAFL,. �tA19U�yrS�1��1 CAb1➢05T1G}4}71>EI Drawing No.: o C•Ff; t fiEl#j�11E161iT C#fhl(% 4i' tG Fj. l t Z IP1, tEvC#3F NSjL fdflC t t4t>f QOAtlf31 STfT ST9PdDiYRt7: / N C N fC LI}E EA; OCR K1t16R r�tlt3kl SGE�f �+iSIX> 1N$1S�AT1(3t I (�)� l l►�l � 1 _ �C�SS�p STL; OL �fS� Wt>TiCtU M E'LEt, EWTRICeTLECT'RICAL N,#.: NQ,APPLICA £ f( I3 �1p; 1 14b .T: Ei ssc:Tf TlMT 1:C3: 10N�TtON'8£)X &EQLpREl�: FOR.- CEit GE: rn f� 1 iy T�001 G SE€' NOTES DRAWING ISSUE NO. DATE ISSUED FOR Q2 2 8/19/2024 Southold DOB Refiling 4 1 5 A-300 6 / 7 n B .2• 9 `:2 7'4 1 0 1 sf-::�. 12 DRAWING REVISIONS :;I•, ��; 4- NO. DATE REVISION 3 4 A=.300 5 6 M 9 10 12 :-, OPEN BASEMENT THIS APPLICATION IS APPROVED ONLY FOR WORK !%� N .. . INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL co:; ,.. ....... OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR �; TO BE CONSIDERED AS EITHER BEING APPROVED OR IN .D W.D I 10 19 co Consultants: Wz 2 Surveyor: A� l 00 00 °' Ken Wyochuk P.O. Box 153 4'-6 1/2° r-a" 2'-s a 1 ; Aquebogue, NY 11931 �,;' b0• ;�".; 1/4"A'SLOPE PROPOSED ADDITION MIN —� �— 1/4"-1'SLOP / 1'--% - %.� . PROPOSED ADDITION Structural Engineer: MIN 1/2" 14,-3„ - %: a- 4" /- Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 N New York, New York EXISTING HOUSE -7777%'-«• — N '-/r'1:= EXISTING HOUSE HER's Rater: Tom Baccarella INTERIOR NY Building d n Technolo gy r G ou 3 ,t: STAIR UP P 4os os 159 Route 25A Building u din 1 9 Suite B �-�� Miller Place, NY 11764 N DOOR TO "',• " >- ' EXISTING BASEMENT ; : co Architect of Record: % ; v :; -.: %'. I RA E SAAC 430 Main Stree t 4X4 COLUMN SEE STR 2nd floor Greenport NY 11944 ; -. 12'-3" - -;; ; ' ''"" '` Contact; Isaac ClayCoffeyR.A. NYS LIC#039767 T. 76 6093 E. cla isaac rae.com Y@ Project: EAS T M ARI ON 2 3 5 Ba Avenue East Marion NY Y , Project No.: 1 ; - IR-02 Seal/Signature: RED 5 E GLA G 3` PP i r ;z,A j Y �) F` %o% 7 L — — — J DEMO WALL C A 7 EXIS TING WALL f� G L/�1111�L1� - N W E `F• NEW WALL ;s Date: Scale: 09/13/2024 AS NOTED M Drawing Title: PROPOSED PLANS- BASEMENT N 77 N No Drawing No.: N M n Proposed Basement 1/4" = 1'-0" rn — I I I � I I I.- ---�1--l----i--"�-111-�-,�-,,.--�l.-- �, I ", 1,.J -1-1-i- -,-�],�'ll-II-11--l�i� -,�,-��,1-11I 11 li-1,�--�-��1--l"--�lill---,-I-I I- ,I.,-, � I -I I -- I � I - I -- - I - I- I -�I I I---I "I � I I I . .I� - I 1 I 11 .�II I I — I I I I I - I..1, I I I I I I I I I I I I I I NOTES N �I ------------ .=- %�%,:Q-F=_�_';t__..T--_�1I r�J3S 1;V.0_—_i__,=�IiIir.I.1IIiIII!I�II-_:;fIIIL-.II.,I.I-2 II.7-.,..:�.-.I I,".-.,.1.I"i.,...,.., i ................. :,'.......,,,,,,,,,,,_.I----_ .I............, _______,___,_,,,_,__....... I DRAWING ISSUE .�-.7,."..�.":;.,-'..1:,./1-."�//Xr...I i:::oo�;:.':....I:I",:.:.._-':'./.�-*-:I,�11::1�"I�:�I��1�:;II�I��_�1�,..��IIr;:�1�I:',',"",',,""I!FI 1I-1-.o7_.1�-1_.--.[----.'1.'�1-.-.�1-:.11......�-..1-.-..A--�...1,I..1.-,.-.-,...W .D N________________________________,,,,,,,,,_,,,,:::;._,_,_..__._.................. -,`,,/,�7A��;:;;t��..:,::I,�1�1,::::.9,�,?:--�,,o;;;..�;;;,�,��;I;;;I;��;�;;;::;J0-i i-- ,��--:,"-�:�i-A",��z,,;—��;��I;;',I�;;I�0,;,�z�,\-,',�,I�1��II��IIz�1I� ,--A1--g:�-I�;;;;;��;��;I�.;_I;��I,, -M4,-""F-._-��r..:;:::::I�;:;1I;_,--1I._-_qk-,-.�:::::::;;I;:I:::1I.:II T--.,�I-.Ii;';I,,,I;;;.;.�,1,�;;;�IK��1;- III,( .- =---c=----'E O ..".J:: ".< .�1 51"-E." ,l.".1Y..1,7...:.l,:-4,l..1.:�,J'. _."N-I'11,. 1:.- ..,.;—,,.1 1..1:..1 ..,;II;;;:I:"II;I:IIII:0,�:,;,,1','11.:�.1 .,*..__1 1..:: .�.�:1.;�;II;I;IIII;I,11 .1...:,, ".;;��;I�,;��I�,;�.II�'.:::11.,:l.-'.'f ".;,:�.',p";'_�11.,;_....7.rI:�:f..,:..".,';�;�.II�' ;,1�,;..'`,1:'L.I 1: ":1 ':��::,._:.+..,.,,1.. 1�,K:,,1-_11..-F,,,"1:.: ., 1,... :.,,;�:��";;:.;:;I��!'-11III.;I:;:I:II-.,II.-.1.F: 1'.1 r"lJ:.1....1. :.1.—..L ,1',,I::. �.- .1r-::_11.".-.,.._. .. -...S;".:*fff��":I;:I��.��;��71�:;�'o,,"o,,1..' :-:F. ].' .,,,,�II.::.-."�,,�II,;.II�I�I"�II� _'1!:::. .I A-P II Ir RI .................................. NO. DATE ISSUED FOR WOODDECK................................................................s.. ..............::................. ............................... Q2 2 8/19/2024 Southold DOB Re .. ,. .. .. .... .......... ............ .......,......I........ .. .. iH+++ ,,,,,,,,,,,,,,,,,,,,,, +++H ..., 1,.,... - „,,,,,,,,,,,,,,,,,,,,,,,, ........................... .. ,,,— ....1.,,,,,,1,.......... ...................... ...... A 407 1,.,,,, ., �,,,,,,,,,,,,,,,,,,,,, H+++ ,,,,,,,,,,..,,...,,.., +++++ ...,,, I 4 ,,,,,,,,,,,,,,,,;t"_:;._I- ,�.__,,,I .,,___., H+++ ..... ST-03.../„ +++H ... I g :, ,,,,, ,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,\ ,., 1 +f+++ ,,,,,,,,,,,,,,,,,,,,,,, +++H ,,... 7 A-300 A-40 I ............................................. ,, .... A-300.............. ,........I....,,,...... ..... I 8 .... ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,, A-400 9 ---------------------- 10 :._ 11 -—-_6'-4 ".-—- .2'-10". 6" -2'-10"- 6" 2'-10". 6" _2'-10"- 6" .2'-10". -—-—_—_—_ I 6'-6 1/2"............. ..............15'-11 1 2 12 DRAWING REVISIONS : %" ::' _%/. �- 'N :6' H H — N N0. DATE REVISION °P o I in , ' 4'- 1 is 0 v 1 0 0 3' 0 1/2 c> f' 's k .. I ••, c:, i1 EGRESS WINDOWS Y.' � ;/, 2 !• �: : �: 3 t� i — 3 / ' % /�� -i 0 . -1// i 4 8: C E I -1' I; -1 E 5 •�•� 212��: 8„ 2� N _ 6(V T',..r, 14 ,� •� / 2 A-300 `f ,;,;�II�;�I;�II;;I�I;�'.A_�=;;�I;-��;;;II�;,��,�III��I�'1.0r-IlyA--,�;;;�;;;:.�I':�,�;;;:III��:I�;I;:�':�I A-300 6 Eaek I. . I ��: 7 :�/ i>' I -KT aHEN %!%%.: /::: : '/ s N'. CLOS. I :: %///////: 10 - W/C.., ``�. - N %///&z...::' _ _ _ 5�5 SF - C? / O M C� *SS*** N N N 11 , l : f,—',r'' 1� - ? o I I +++t+++ 12 N FL-01 /. TL;04� �.///•: /. Z'-Z' I; N ; N N +++++++ N N N ". • •• Z//• g I THIS APPLICATION IS APPROVED ONLY FOR WORK :% 'r INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL +k TH 0 ER MATTERS SHOWN RE NOT TO RE IED UPON OR /' A BE L 0 x I X +* TO BE CONSIDERED AS EITHER BEING APPROVED OR IN ///,.I.- /// X +++H x x o X // .; t - +++4f // X /:, N C ++�F H N 'N +++ // /// ;\ / o'"10° ' %'%%: N +++H +++H /: !•i o y. Consultants: (V ::� Sury r `M eo %:: :: %/ M y M //: :jjjj/,�, Refrigerator Ken Wyochuk - — I P.O. Box 153 Aquebogue, NY 11931 3 — — 9'8 1/2"- — -- =F i 9'-1 1/2' ' ;" ;" '10'-1 1/2"- 3 .2. A-300 D21 - FLOOR TO CEILING D22- FLOOR TO CEILING A-300 N = Structural Engineer: o ,, ;FIXED TL-os Alex Spyrou SLIDING DOOR sC� C �} SLIDING DO NEW OPENING "PANEL L' :. AES Engineering — D TO STAIR -"' 630 Fifth Avenue, Suite 2000 EGRESS WINDOW EGRESS WINDOW _—_—-—-—-—_ _ `` „_ _.; •, / New York, New York LI --- -- ---- — — — -- — — — `° :5::-:- : ' HER s Rater: 2 I T4 :: %%i=,.;.";'.";'. . ";r,1; '- I Tom Baccarella A-404 A-406 '' "" Technolo r Q TL 01 ,,,,.,, %, A 403 NY Bung i �;;,;,;,,,;;;;; gY G oup s; o ,"A;:': : ,I I 159 Route 25A -=0=-,. I PROPOSED :".;.;.; :,z� ,,r s•s.,, Buildin 1 Suite B STAIR TO 1: :1 g , _ MEIE , s; E59M: :::: Q' :,, �:',,,,,.1 Miller Place NY 117 I DROOM � I BEDROOM BASEMENT %%%%' „ 64 EXISTING t %�%,444 i ,,4l r D r ;: i ' T6 r BEDROOM D 1; ,,, O REMAIN I ;i �, ' / .. _,. -4. ::4'-11" :::: 3'-1!1 1/2...... I Architect of Record: i `) 'v ENTRY xls I —_—_ _—_ _ A ao4 : — ,::::::::,:::_:::: :::::,:: CLOSET S/�/�C - RA E o i "' ,,=�:................. � ,.,,,,,,,,,,,,,,,,, SHELVING _ , , 430 Main r .—--4--f--�-—-—-—- -—. - ::. ,,,,,, ,,,,,,... ,,, ..........................-,-,-„ i St eet 0 :FL o1:, 2nd floor I :: gig:::::: :... ..::: •..12..•.::;;,,,,,,,,,,;;::: :::::.,,....,.,.—,..—...—...—,..—.-..—.- ...—... 's I :: s Iii :: ...,,:: :..,..::� ........................................ Greenport NY 11944 , T5 ; IEi s's is s I : ; ,EXISTIN •j ss ' IS is I / A a05 ::::::::::::::::::::::::::::::::::::::::"""":::"::":::::::::::::::::::::::"::::::::::::::: Contact' Isaac Cla Coffe R.A. „ .., " F EXISTING HANDRAIL ' "'"'•'•,BATHRO "a " S: _ // '"" ' ---- = /' .......................................................................................... NYS LIC#039767 ;, ,,,; /� ,,, -—_ -TRANSITION TO NEW FLOOR-TO MATCH ORIGINAL', T " T. 347-276-6093 E. cla Isaac-rae.com 1 'TL-07j :............: :............................................................................................... . Y@ ,;;,;,,; :.%: ;; I ............................................... - / :I I::...................................::flfNflbG::.................,,.,...,,,,,,..,,,..,.:,:I r ,,,_,- „- y, ,,..,,,.., ............................:::::::::: Project: ss:,_ ,........, :.:1 :..:. ..... ..,, ,1 -.-..- :II::.................................:: ::......... 2 ................",",..,..................... EAS T MART N ;; :.i i;;,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,;zQ O,S�.........................................:: ; . :. s s :�• :::.:::::.:::::::::::::.::::.::::.::::::::::::I I::::::::::::::::::::::::::::::::::......::::::::::::::::::. :::::::::::.::::::::.::::::.::..s ,. , I' .,,, ,.,'s: ;:. ,;:,;, I -----------_--_ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,,,,,,,,,,,,,,,,,,,,,,,,,,.,,,,,,,,,,,.,,,,,,,,,,,,,,.,,,,,,,,,,,,,,,,,,,.,,..,,,,,..__,,,,,,,; Te A325 Bay Avenue, East Marion, NY i i I I .,,.,,,.,:;.,;.;,_ ;,,,•>/J ; L• :::::::::::::::::: ::::::::::::::::::::::::.: :::.::.:::::::::::: .: :: : .::::::.:::, ;:::,:.::,:::::,:.::.::::,:., :/.*,_.."" li 01I, ,..,, ,.. ............................... 's ,,,,,,,,,,,,,,,'.s=:: —_ / :::::::::::::.::::::::::::::::::::::::::: :::::::,:::::::.:::::,::::::::::,:::::::::::,::::,::::::::::,,:::,:: : ::::::::::::: //�' Project No.: / ' .................................I....I....:, ,,,,,..,,,......,.....,.,.,,,,,,,,,,,,,,_,,,,.....,.,.," ,./ IR-02 /// ..... :::::::::::::::::::::,:................................................... NEW PROPOSED ii ,............... " "'„_„_,.............. ,,,. ,.,,,,,___„_____,.,__.,,, , r,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, /// ss; • ———,T._._,_..................."„" STAIR Seal/Signature: s,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, .,..,,,..,,., , r,,,,,,,,,,,,,, ,,,,,,,,.,,,,,,,,,,,,,,.,,,,,,, T6 i i �,:::::::::::::::::::::::::::::::::::: ::::::::,: , ,,, ,,, ,,. ::::,: ,:::::::,:: :::,: c ::::::::::,:,.:::::::::::::.'::...............:::::::,:::::::::::: I C ::::,: ::::: :::::::::: :,::::::::: : :,:::::: ' -_.---•----------------•-----------------------7,, '1 ,,.-_______l,....:,,.............. „>., I I ...........................,,,,,,,,,,,,,,.,,,,,__,,,,, ,,.__,,,,,,,,. _ ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ,,........ ,,,,,,,_I I.......,,.,,,,...........,,.,...,,,,...,,,_,,,._.........,,,,._..,,.._.... .1•, ......................................................................... EREt)q �,, BEDROOM ::::::::,:: ,,,,.,, ::::::::::::::::::::::::::,:::,::::::::::::::::::::::::::::::::::::::::: .'r,. Y� 5� a .... //"_i -" .:.............. :::::::::::::::::::: ...............I....:::.::,:::......:::.............. 'e: -'� �( C,CLAY ;,, BEDROOM E ..............••••........,...,,,.... ....,,,.,,,,,........ es' `., ;; , ,,,,,,,,,,,,,, ,,,.,...... • - ..........,.....::::::::::::::::::::::::::::. ,=fi�• � .� 15, � .4-� c �' I ,,,,,,,,,,,,,,,,,,,,,:.:::...::::::. ,,:::-:::::::L+VIfVG;.R{S(SM : ::::: s -' +' I rt� >'I • •, u m . : s , <+I r �Y4 .. •' -i i ..................................... ...,..,.,..,.,,,,...,,...,.,,,.....,,........,,..,..,....,,,.....,....,... ••( 1 r • ------------- _-____,__ __ I iir, , , , ......,.......,..,.....,. ..,....... ...,...........,,,.....,................'.,.,,..,.....,.....,....:::::::: •• , • (.. — _-- / •".::,::,::•:,::.,:::::::::::.::::„::„:,:,:::::::,:::::::::::::..... r ,I y' �CI J 167 t_ , :. r-- I____-___-___ / ::s:::s:::: ::::::::.:::.::::::::.:::::::.::::::.::::.::::::.::::::: y.' } �F f . .. ., li • - _ -f .r•' 'fir �q ,, IVE,,` 1 5' - - - i i - E 'r 3 _.',. • _ ' '73 - ,:, Date: Scale: r , DEMO WALL i i/ / ..,, ' _,r -, ;"• _ , . .. 09n32024 ASNoreD d L - - - .J f i/ F `•,• ' ' : : `_ , ' Drawing Title: t , / T7' TY ,' PROPOSED PLANS- LEVEL 01 &02 i�� EXISTING WALL �� ; f ''' `' ,r•. `. `' / % sir,., ,'•ti -,r' •�J%'`'' .� ••, %.r' „' t NEW WALL � / :',% -, . ,mil „,i;,. Drawin No.: , ,. , -- N ,i , / s � __--------- ,r ' g „ ,, , . ,•r \ S,� I Y, -� -'---------— ---'—' ii1�,......,,,,,.,..,,.,.........%i% r fir', •- '--, rLND FLOOR PROPOSED n GROUND FLOOR PROPOSED 1/4 = 1 0 1/4 = 1 -0 NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 )4/27/2021 SD Floor Plan Approval 2 8/19/2024 Southold DOB Refiling 3 I I I I I I I I I I I I I I I I I I I I I I 4 — 5 I I I I I I I I I I I I I I I I I I I I I P.T WOOD 2X12 6 I I I I I I I I I I I I I I I I I I I I I I DECK STRINGERS 7 s I I I I I I I I I I I I I I I I I I i I I I 9 10 11 I I I I I I I I I I I I I I I I I I I I I I P.T WOOD 2X12 GIRDER 12 I I I I I I I I I I I I I I I I I I I I I I L? DRAWING REVISIONS N I I I I I I I I I I I I I I I I I I I I I I N I I I I I I I I I I I I I I I I I I I I I I NO. DATE REVISION 1 2 3 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 45 1 12"I I I I EO I I I I I I I EO I I I I I I I EQ I I I 2'-0„ I 6 7 I I I I I I I I I I I I I I I I I I I I I I 8 I I I I I I I I I I I I I I I I I I I I I I N 4X4 WOOD POST 9 I I I I I I I I I I I I I I I I I I I I I O 10 I I I I I I I I I I I I I I I I I I I I N 12 (2)2x10 EDGE JOIST I I I I I I I I I I I I I I I I I I I I I I I I I I IP.T WOOD 2X10 DECK 1 I I I I I I I `' THIS APPLICATION IS APPROVED ONLY FOR WORK E coI I I I I I I 1 FRAMING AT 16" Ci I I 1 I I I I I INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR I 1 I I I I I I I I 1 I I ( (2)2X10 EDGE JOIST TO BE CONSIDERED AS EITHER BEING APPROVED OR IN I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I i I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I P.T WOOD 2X12 I I I I I I I I I I I I I I I I I I I I I I LEDGER BOARD Consultants: I I I I I I I I I t I I I I I I I I I I I I Surveyor: K-s Ken Wyochuk P.O. Box 153 WALL OF HOUSE (TYP) /�'� �� Aquebogue, NY 11931 Structural Engineer: Alex Spyrou AES Engineering 630 Fifth Avenue, Suite 2000 n DECK PLAN - PLAN New York, New York 1/2" = V-0" HER'S Rater: Tom Baccarella SIMPSON GALVENIZED NY Building Technology Group STEEL JOIST HANGER 159 Route 25A Building 1, Suite B GRAD E Miller Place, NY 11764 6' 2X10 P.T WOOD STRINGER 2X10 P.T •°• 2X10 P.T WOOD JOIST 2X10 P.T WOOD JOIST WOOD JOISTt — A�407 SIMPSON GALVENIZED Architect of Record: STEEL JOIST HANGER I SAAC - RAE 2X12 P.T SISTERED WOOD 2X12 P.T WOOD LEDGER 430 Main Street BEAMS SIMPSON GALVENIZED BOARD STEEL JOIST STRAP 2nd floor Greenport NY 11944 SIMPSON GALVENIZED Contact; Isaac Clay Coffey R.A. STEEL POST CAP NYS LIC#039767 4"X4"P.T WOOD T. 347-276-6093 E. clay@isaac-rae.com POST SIMPSON GALVENIZED Project: SIMPSOMN STEEL BASE CAP EAST MARION � GALVENIZED STEEL TIE/ 8 DIAM SONOTUBE CONNNECTOR 325 Bay Avenue, E ri♦ ,. � GROUND y East Marion, NY STRIP• N a- CO CRETE ♦i' :F ;i OTIN Project N .. O G:"' c o v� �i •e 1 i e •.. e• r' — 2- IR- 2 0 N: i :i �r S� I/' Sea/Signature: / ;Z: co — _ ,f t g: •r� / .y ar t _ 4 R- .f `a %. l t— _ R 1— 4�4 �o i . • 5 r / e :i si%�: L C C� 4� G r W \e :i 5 �.G aC• a` I� l L• L / 1 'STRIP N CO CRETE LINE OF HOUSE -1 .v — %.• "/'' _ '•;t;'? %:FOOTINGS - :i - ND r•. r �i co •4 FOUNDATION .r• k e / .v. /:. /.. /• `Y. .l ii a' d' .i / r r 67 i 1�E i, /i t / •i/ /i 1, / 0 .i r r.. , ;i i;i..y ;:i%%:�:' Date: Sc ale: e: 09/13/2024 AS NOTED Drawing Title: �* EXTERIOR DECK FRAMING AND DETAILS r1 WOOD DECK DETAIL N 1 1/2"= V-0" N Drawing No.: CD N M Q) NOTES DRAWING ISSUE NO. DATE ISSUED FOR 1 )4/27/2021 SD Floor Plan Approval 2 8/19/2024 Southold DOB Refiling Door Schedule Window Schedule 3 4 Mark Level Description Finish Count Width Height Comments Type Mark Count Width Height Manufacturer Model Comments 5 s 01 T.O. Basement Slab Exterior- Basement Entry Door-Single Flush -Solid Door 1 3'-1 1/2" 7'-10 1/2" ADDITION A 4 2'-8" 5'-4 1/2" Lincoln Windows Casement ADDITION -CASMENT 7$ -PT-04 B 11 2'-10" 5'-1" Lincoln Windows Double ADDITION -STANDARD DOUBLE HUNG OPERABLE 9 02 T.O. Basement Slab Single Flush-Solid Door-PT-04 1 3'-2" 7'-0" ADDITION Hung 10 03 T.O. Basement Slab Single Flush-Solid Door- PT-04 1 3'-2" 7'-0" ADDITION C 4 2'-1" 4'-4 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 11 04 T.O. Basement Slab Single Flush-Solid Door- PT-04 1 3'-2" 7'-0" ADDITION Hung 12 05 T.O. Basement Slab Single Flush-Solid Door-PT-04 1 3'-2" 7'-0" ADDITION D 5 2'-7 1/2" 5'-0 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS- DRAWING REVISIONS 06 T.O. Basement Slab Single Flush-Solid Door- PT-04 1 3'-2" 7'-0" ADDITION Hung EGRESS WINDOW TO MEET 2020 NYS CODE NO. DATE REVISION 07 T.O. Basement -0 Slab Single Flush-Solid Door-PT-04 1 2'-6" 8' " ADDITION E 5 2'-5 1/2" 5'-0 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 1 08 T.O. Basement Slab Single Flush-Solid Door- PT-04 1 2'-7 1/2" 6'-7 1/2" ADDITION Hung 2 F 2 3'-1 1/2" 5'-0 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 3 11 Level 1 Addition Entry Door-Single Flush -Solid Door- PT-04 1 3'-1 1/2" 7'-2" ADDITION Hung 4 12 Level 1 Powder Room Entry Door-Single Flush-Solid Door- 1 2'-6" 6'-8" ADDITION T2 1 2'-6" 2'-6" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 5 PT-04 Hung s 13 Level 1 Exterior- Patio Door-Double Leaf- French Doors with PT-04 1 16-11 1/2" 9'-0" ADDITION -SEE WINDOW SCHEDULE 7 Sidelights- PT-04 FOR SIDELIGHTS T3 2 2'-7 1/2" 5'-8 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 8 14 Level 1 Exterior-Addition Entrance Door-Offset Pivot GL-01 1 ADDITION Hung 9T4 1 2'-5" 5'-0 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS- 10 15 Level 2 Single Flush-Solid Door- PT-04 1 2'-6" 8'-0" ADDITION Hung EGRESS WINDOW TO MEET 2020 NYS CODE 11 16 Level 2 Single Flush-Solid Door-PT-04 1 3'-2" 7'-0" ADDITION &(IRC 2018) R310.2.1 MINIMUM OPENING AREA 12 21 Level 2 Single Leaf-Sliding Door-On concealed Hawa 120 Door PT-04 1 3'-8 1/2" 7'-10" ADDITION T5 1 2'-7" 4'-6" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS THIS APPLICATION IS APPROVED ONLY FOR WORK Track Hung INDICATED ON THE APPLICATION SPECIFICATION SHEET. ALL 22 Level 2 Master Suite-Single Leaf-Sliding Door-On concealed PT-04 1 7'-0 1/2" 8'-9 1/2" ADDITION OTHER MATTERS SHOWN ARE NOT TO BE RELIED UPON,OR g g T6 5 2'-9" 4'-8 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS TO BE CONSIDERED AS EITHER BEING APPROVED OR IN Hawa 120 Door Track Hung 23 Level 2 Single Flush-Solid Door-PT-04 PT-04 1 2'-6" 8'-0" JADDITION T7 2 3'-1 1/2" 5'-8 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS 24 Level 2 Single Flush-Solid Door- PT-04 PT-04 1 2'-6" 8'-0" JADDITION Hung T8 2 3'-2" 4'-8 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS Consultants: Hung T9 1 2'-9 1/2" 5'-8 1/2" Lincoln Windows Double EXISTING- REPLACED WITH DOUBLE HUNG LINCOLN WINDOWS Surveyor: Hung Ken Wyochuk P.O. Box 153 T10 4 2'-10 1/2" 6-9 1/2" Lincoln Windows Double ADDITION -STANDARD DOUBLE HUNG OPERABLE Aquebogue, NY 11931 Hung T11 1 3'-0" 1'-2" Lincoln Windows Fixed EXISTING Structural Engineer: G 1 5'-5" 9'-0" Lincoln Windows A-Series JADDITION- FIXED PICTURE WINDOW- Low E4-SHGC .31 -U Factor.29 Alex Spyrou H 12 4'-9" 9'-0" Lincoln Windows A-Series JADDITION- FIXED WINDOW-Low E4-SHGC .28- U Factor.29 AES Engineering 630 Fifth Avenue, Suite 2000 New York, New York HER'S Rater: Tom Baccarella NY Building Technology Group 159 Route 25A Building 1, Suite B Miller Place, NY 11764 Architect of Record: I SAAC - RAE 430 Main Street 2nd floor Greenport NY 11944 Contact; Isaac Clay Coffey R.A. NYS LIC#039767 T. 347-276-6093 E. clay@isaac-rae.com Project: EAST MARION 325 Bay Avenue, East Marion, NY Project No.: IR-02 Seal/Signature: �j� PPG CLAY <�\ 4� _J 1 039767 N EV'J d'� Date: Scale: 09/13/2024 AS NOTED Drawing Title: SCHEDULES N 77 N oDrawing No.: N M